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REVIEW COMMENTS 7.B.2 ST. GREGORY'S ARMENIAN CHURCH (NWSP 03-013) NEW SITE PLAN TO: THRU: FROM: DATE: PROJECT" NAME/NO: REQUEST: DEVELOPMENT DEPARTMENT PLANNING AND ZONING DMSION MEMORANDUM NO. PZ 03-199 STAFF REPORT Chairman and Members Planning and Development Board and City Commission Michael Rumpf Planning and Zoning Director Eric Lee Johnson, AICP C; ~ Planner ?J August 15, 2003 St. Gregory Armenian Apostolic Church / NWSP 03-013 New Site Plan Property Owner: Applicant: Agent: Location: PROJECT DESCRIPTION The Armenian Cultural Association Dale Meaux with API Group, Incorporated Dale Meaux with API Group, Incorporated South side of Boynton Beach Boulevard, approximately 300 feet west of Northwest 8th Street (see Exhibit "A" - Location Map) Existing Land Use/Zoning: Moderate Density Residential (MoDR) / Single-family Residential (R-1-AA) Proposed Land Use/ZOning: No change proposed Proposed Use: Acreage: Adjacent Uses: North: South: Request site plan approval for a one-story 23,475 square foot church on a 2.S-acre lot in the R-1-AA zoning district 108,900 square feet (2.S acres) Right-of-way for Boynton Beach Boulevard, farther north is an apartment complex with a High Density Residential (HDR) land use designation, zoned Multi-family Residential (R-3); City owned vacant property with a Moderate Density Residential (MoDR) land use designation, zoned Single-family Residential (R-1-AA); Staff Report - St. Gregory Armenian Church (NWSP 03-0-13) Memorandum No PZ 03-199 Page 2 East: Dual-zoning districts: Developed commercial with a Local Retail Commercial (LRC) land use designation, zoned Neighborhood Commercial (C-2); Low Density Residential (LDR) land use designation, zoned Single-family Residential (R-1-A); and West: Developed single-family residential homes (Palm Beach Leisureville) with a Moderate Density Residential (MoDR) land use designation, zoned Single Family Residential (R-1-AA). Project size: Phase I: Phase II: Phase III: Total: 6,164 square feet 8,159 square feet 9,152 square feet 23,475 square feet (162 seats) Site Characteristic: The subject parcel is comprised of two (2) rectangular-shaped lots located on the south side of Boynton Beach Boulevard. According to the survey, the site contains a dense number of exotic plant materials, including Melaleuca and Brazilian Pepper trees. It also contains a large Strangler Fig near the southwest corner of the property and several unidentified palm trees. According to the survey, both Northwest 1st Street and West Ocean Avenue terminate at the subject parcel. The developer intends to connect to Northwest 1st Street but not to West Ocean Avenue. The survey shows that the highest elevation is 14.8 feet above sea level, located near the northwest corner of the site. BACKGROUND Proposal: Mr. Dale Meaux of API Group, Incorporated, proposes to construct a 162 seat church. The project would be built throughout three (3) phases. The first and second phases deal with initial construction and expansion of the church itself, while the third phase deals only with the indoor recreation courts. The applicant has indicated to staff that construction of the third phase would be feasible contingent upon an increase in church membership. ANALYSIS Concurrency: Traffic: A traffic impact statement for this project was submitted and sent to the Palm Beach County Traffic Division for their review and approval. The Palm Beach County Traffic Division determined that the project meets the Traffic Performance Standards of Palm Beach County for a 14,405 square foot church. However, the phase III indoor recreation courts must also be included in the traffic impact statement. No building permits can be issued until this requirement is satisfied (see Exhibit "C" - Conditions of Approval). Drainage: Conceptual drainage information was provided for the City's review. The Engineering Division has found the conceptual information for the right-of-way and the subject property to be adequate and is recommending that the review of specific drainage solutions be deferred until time of permit review. All South Florida Staff Report - St. Gregory Armenian Church (NWSP 03-0-13) Memorandum No PZ 03-199 Page 3 School: Driveways: Parking Facility: Landscaping: Water Management District permits and other drainage related permits must be submitted at time of building permit (see Exhibit "C" - Conditions of Approval). The landscape plan (sheet L-1) shows that the dry retention areas would occur at the rear (south end) of the property. This project is exempt from the school concurrency requirements of Palm Beach County. The subject property fronts on Boynton Beach Boulevard. One (1) point of ingress / egress is proposed on Boynton Beach Boulevard and the other, on Northwest 1st Avenue. The opening on Boynton Beach Boulevard would be 37 feet in width and the second (on Northwest 1st Avenue) would be 20 feet - two (2) inches in width. Both openings / entrances have been reviewed and approved by the Engineering Division of Public Works. The location of the entrances was determined to be in the optimal locations to allow for emergency and / or service vehicle ingress / egress. Both entrances will have adequate pavement markings and appropriate signage for safety purposes. Parking required for a place of worship is based on either one (1) parking space per 100 square feet of gross floor area or one (1) space per four (4) seats in the auditorium, whichever is more stringent. The more restrictive parking methodology will be based upon the total number of seats and accessory uses. A total of 104 parking spaces will be required for the project (including office, meeting hall, classroom, and indoor recreation areas). The proposed site plan provides a total of 105 parking spaces. The parking lot would surround the church building (Phase I and II) on all four sides. These parking areas would either be angled or 90 degree spaces. Of the 105 parking spaces, five (5) spaces are designated for handicap use. All handicap spaces would be situated in close proximity to the building entrances in order to satisfy American with Disabilities Act (ADA) requirements. Also, it should be noted that 35 of the 105 spaces would be grass / stabilized sod type of spaces, which is permitted by the Land Development Regulations. The dimensions of all the 90 degree parking spaces would be nine (9) feet - six (6) inches in width by 18 feet - six (6) inches in length. Some spaces however, would be 16 feet - six (6) inches in length with a two (2)-foot overhang. The handicap spaces would be dimensioned 12 feet in width (with 5 feet of striping) by 18 feet in length. According to the site plan, the backup distance for the 90 degree parking spaces and drive aisles would be 25 feet in width, except behind the angled parking areas (l-way drive); 20 feet in width as required by code. The proposed pervious or "green" area of the lot would be 51,822 square feet or 47.5% of the total site. The landscape plan tabular data (sheet L-1a) indicates that 84 trees and 1,354 shrubs are required and 87 trees and over 1,458 shrubs have been provided. The north landscape buffer (adjacent to Boynton Bach Boulevard) would be at least 10 feet in width at its narrowest point. The landscape plan (sheet L-1) shows that this front landscape buffer would contain two (2) Pidgeon Plum and four (4) Orange Geiger shade trees and six (6) Washingtonia palm trees. It would also contain a continuous row of Redtip Cocoplum hedges and other groundcover. Although not labeled, it appears that a dry retention area is also Staff Report - St Gregory Armenian Church (NWSP 03-0-13) Memorandum No PZ 03-199 Page 4 proposed within this buffer. The west (side) landscape buffer (adjacent to Palm Beach Leisureville) would be seven (7) feet in width. The landscape plan (sheet L- 1) proposes 12 Orange Geiger and six (6) Silver Buttonwood trees within this buffer. The buffer would also include a continuous uninterrupted row of Redtip Cocoplum hedges. The east (side) landscape buffer would be five (5) feet in width. The angled sod parking spaces would not encroach into the required buffer. This buffer would contain five (5) Silver Buttonwood, three (3) Orange Geiger, and six (6) Gumbo Limbo shade trees with seven (7) Washingtonia palm trees. Similar to the other buffers, it would contain a continuous Redtip Cocoplum hedge. The rear (south) landscape buffer would be 25 feet in width. This buffer would contain sod, a row of Gumbo Limbo shade trees and hedges to be installed at the base. Building and Site: Building and site regulations will be fully met when staff comments are incorporated into the permit drawings. The proposed one-story church building would be 25 feet - six (6) inches in height, except for the spire and top of the cross, which would be 52 feet - eight (8) inches in height. The maximum allowed height in the R-1M zoning district is 30 feet. The church building would comply with the height limitations but the steeple would not. However, the developer is eligible and is requesting a height exception (HTEX 03-005) for the portions of the building that exceeds this maximum height limitation. Therefore, approval of this site plan is contingent upon the granting of the accompanying request for height exception (see Exhibit "c" - Conditions of Approval). The floor plan (sheet SPA-4) shows that the Phase I portion of the building footprint would be 6,164 square feet and the Phase II portion would be 8,159 square feet in area for a total of 14,323 square feet. The elevation (sheet SPA-5) provides an illustration of the building facades at the completion of Phase I but prior to Phase II. It shows that the north fac;ade (facing Boynton Beach Boulevard) would have an entry door during this interim time between phases. Design: The elevation drawings (sheet SPA-3) show that the building would be designed with a Spanish-Mediterranean / Armenian architectural style. The exterior finish would be stucco and painted two tones of white, namely, Benjamin Moore "Brilliant White" and Benjamin Moore "Navajo White". The "Navajo White" is slightly darker in color and would be strategically painted along the building base because that is where the accumulation of dirt tends to occur. The roof material would be Spanish "S-tiles" (Duralite Villa) made by Monier. Building accents would include molding / stucco bands around along the building base and windows. Signage: No wall signage is proposed. One (1) monument sign is proposed along Boynton Beach Boulevard. The sign would be setback at least 10 feet from the property line. The elevations (sheet SPA-5) show that the sign would be five (5) feet - eight (8) inches in height and eight (8) feet - four (4) inches in width. The top of the sign would show the address. The detail shows that the letters would range from six (6) inches to eight (8) inches and the style would be "Baskerville Oldface". No letter colors were provided. Staff Report - St. Gregory Armenian Church (NWSP 03-0-13) Memorandum No PZ 03-199 Page 5 RECOMMENDATION: The Technical Review Committee (TRC) has reviewed this request for new site plan approval. Staff recommends approval, contingent upon all comments indicated in Exhibit "c" - Conditions of Approval. The Technical Review Committee (TRC) recommends that the deficiencies identified in this exhibit be corrected on the set of plans submitted for building permit. Also, any additional conditions recommended by the Board or City Commission shall be documented accordingly in the Conditions of Approval. S:\Planning\Shared\Wp\Project5\St. Gregory's Armenian Church\Staff Report.doc Location Map Saint Gregory Armenian Church EXHIBIT "A" TJJTTl/\. R3 III 1\ I r - , . 1 \ [fu11 \IU'~.. ___I I I I I I i I 400 L .,_. o 400 Feet N W~E I L--___ .I:li~!;~~ii Ii ~ !ti~ltjltJ~J~la~J;~ ~[111A d ~ 1 ; '~ljr C~! lll.~ JJ~i,lf~i:i. Ji ~ i~~;rrl~!i!;iEi:ia Il~lh'2lr!1 h f .if..an- ~fStdl :~~~[a!Eri~f !. ! iiifll~itl rill!" 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'" 6 ~ ~ UNPlA TIED -H- I """""'"'" NOT VAUO UNlESS SfAtm Wffil TilE lMOOS5ED SCAt UTILITY PLAN SAINT GREGORY ARMENIAN CHURCH COMMUNITY CENTER Jam.. Bushou.., P.E. CONSULTING ENGINEERS James Bu:;house, P.E. R.qiot....<<<1("'J"....""20;l11 stoIeolfl.....ido IH6S..,~th~ llOCAAAlOtI,f\.OROI,.}j.ol3J (Sfi\) <P 3M1 BOYNTON 3EACH, FLORIDA EXHIBIT "B" t t- t. 1. t. ~ ...~ ~ ~, r ~ r ~~ i " , ,",'''' -~.- .......... t t.t. .. J ~ ",. ;.e:.a 0ilI~ ~ ~. f I ' : , q, """"":_14$lT" 'I ~ r .~ em l~ ~ i i ~ tt; t ~~ ~J::"t~ .M ~'n' i : I I , ! i . ~ ~, ~. ~. :l;. 'i. "" 'iq ~I"~"~~ ++... ... n I ~ r~ I Ii I ( i I J ~~ i / ! I I I ~ pi pi Pi Pi. i :!. ..1. 4 ;~ ... I ~ ~~ f! ~'li + . .. ~ Pi '" t,. ... ~. ~ f; ~ + ... + 'if! .[11 =~~~I-~-II,-:~~ 11-~",".1 I I 1 I 1 EB:1 , I 1 I : 1 t:/;~'I /' '.../.. ..;,,~~ 1 . 'Ii..t: ',' ,~, I ~,:"r;C'1 C,;,;(,,, I ":Xt \.', '~.. 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SAINT GREGORY ARIIENIAH CHURCH M:BT BO't'NTtIII EIEACH 8OU...EVAfD """""" IlEAO\ I"I..CH>>, EXHIBIT "B" I ~ . . k r.. ~ I~ 'N 8 I ( i~ ~ \ ~/l ,- L i''"\.~ l" ~f . If ~[~~ ~ ~,.~ ~~ ~f ~Jt l ~- ""' ,. -f f) · ~ ~AJI)SCAPE b:J PUll T_ ~__ ~ _ --"'...,. ~_ .101<I< D~ll MfA,U'. -......... ,...- - - ~- ."C""lCT _ ,,<,,~~~ _......"""""'oe____@ """.""coo't'OO 6:\SelntG~\SPA\llaSllec~ dNll Moo.Nll 02 13"33:57 2003 Al~ce C l\e(k n III · > l fiJ pi' f i .h ~U I 1 is .. I 1: f~ [U l ~ I ~i! hi i . fsl 'I r f i 'H ~ 13 f ~ ~ fl! ~ .it j ~ i ill H! I l j [I HI il i 11 Hi r . f i I~ f It i . -. i i ill ~I !~: f ( I! t il~ i ~ i:J! l 1~" . ! IIO I i '" ?" ll;:~ 81i ;0. 1>' !II 1>' ~r~ "F m t~1 Hlf If ~l Hi 111111 Hi :1 Hr ~l UBf ~l J!~ it n ~I~ .l I~H Ii H!j j' h~ j; n ii' j1 UI{I !~ nil .t Htl tt n I Ill!! Illfr i i~ Hh ; ~h b fJ I~ Ii jtjl if ~W i t~ f g t~ Ii II it ihi n it l g ~ I ~ ~l ~i if it f~ ~ i ~ a h f1 fl '! .!! 1 ' ; f ~'if r I' t~r . ~ ! ~ !i ~. . t ~[ ..1 ! 1 ! l .! ~ f if if jJ" j" ~ I . > 'i' H, If h I I I r ~ 1 i I 1 I ~ l ~ I ; [ I ~ I J ' I r I i tj Ii f i l r ! ~ i ! t t i , . . ift t I i i f J ! i I " EXHIBIT "B" !'l ,. ?" (I t( Hit [I H ;I}I ~il[ ft [, ! I' ,[II B" :: i' i=l J" · Ilt, . ~11 [ H,IU ! h,' f i 1"1 r . ft! J [lh~ i 1 . . J"" ' l ~..: J f '" . I .il'i . i . . WI · . J · .rEi [ i ' , i Hil I ;: t lJ'J J i 1 t JHf j ~ I I' ~~t · I j ih l 1 r , P t:I P pi /> ~I I~~ l;l ~ff u t.rf [Or of. I t hI ih W J ~ I '.l' I", III f. · ,. f h . f il.l r[f.. if t lltl fi[ n Ii ! Ir h! H Z ; ,it H~ }it l ~ I ~h H}" ~II 1 & , !" . I ~ i r ~I!t d 1 " ~ JI 1! n l , J l[ d 1 ~ ~: fJ H 1 '1 J If " h f t rl ." ~ ." f g. IIO &. l S" IIO . , . nri ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ P I i! Ii Ii II i Ii it !i Ii Iii Ii ii Ii i III I Ii C ~ ~ ~ ;: ~ ~ ~ ~ ~ ~ i 8 ~ ~~ i I . i I ~ ~ ~ ~ ~ I f ~i Ii I ~I lB i!l ~f " ~! I ~ i ~ ~ ~ ~ ~ ~ ~ f 1(" [I,"t ~ i h" · · i l · , ~! 1 r. '1 · · 1 ~.... ~ ~ ....., 0:: ~e~i! ~ lr ~ f~ i ~i l fa ~ iii i' I I. ~~J - ~ ~ ~ [t I · I I ' · I. 1 i.! I ~ f!~ 2 .5 :; = ~ i j I · i i ! I! ! Ii II i ! i 11 5 e >: ~ 0 fIt 1 ~'I f I~ -I ~ I I jf ~ ~ is i r:: g :::l 2 ~ ! il ~ j 1 I I l ~ i if t jl ! i ii i i ~ ~ - . ;;I ~ ~ ~ ~ ~ . i I i ~ ~ I [ ~ f ~ J ~~ ~ ~ ~ ~ :-.. :0- ~ ~ ~ :: i: ~ i I : f I ~ J J. !i t i 1 JI . - > ~ > > 0 ~ r-: n .... . ~ 0 ~ i j ~ Hl'mHl I~f, Jhr Ifhh!H 'HH~li. i'I'" r}l ill f!~l f t~ jIH~~ ;J ~ t'hl J- I ';, ,e;.. 5'1. . i I ~ Ii t f!} Ii f ill d. fit F F o. > 't H,' In 11 II U \1 lilt fn H U Ii h t l' it II ~I ~l H ii i fill! Ii ~ il Ph t it lH Ii m It dr i II ~~t r ~ t!! t h '. 0' " ~ i" tft r" l' h l JI l in [i II I 'J r 'hi il r i' i I ~t ii f 1i' [ ( t i t i . i" ~ f f . I o. · it i i ~m i~ ~ t ;~H 'I .. ~&(l t 1 t tiu li ntH I s 1 ."~J . f, Hi t i Iii i J" fl"' 1 I' . ..t . I ~i i ~ !" ~ ." [ S" IIO [ '" ! " IIO ~., ... ~i f n .. "r 1 Ii l i.~<i tl ~ ~H ~;l ~~ l d Hil if u" HI ~ th J I;.~~ I LltJAjestie ...;__ SAINT GREGORY ARENIAN CHURCH ~ CIIIITBI LANDSCAPE SPECIFICATIONS ! ~ ! . .. :Ei, I LaDdscape Desip . Coutructio. Magagemart 64SSPlftL1laelJJde....-IlId,.... DI37 (S'1}7SH835fa{S6l)1'52-4110 ,......-o.:-...:==- ""'-::..-:.-.....--...- 1IO'IIfIaj~ F'l.OfIl>4 ,...-......-,...,.... .. - .... -'.. ,...-.. ..- - ."- _......~w,..cClP'llQlT_~ D-",",."o, '''CH'~~CT ... Ot"'~' G:\SlI;ntSre~\Spa-Co_nt$\L-2Irrigat>0'I.~-.g )Ion.IJl 2!ll.(00:13 2003 .lrce C. ill!Cll; ~ g ~ I ~ ~ . e .!, ~]W U Jl~ ~N r i; "< H I =t!! ~f ~ ~ _. f ! ~ 8 P .~ " ~ is ::i f. U i ~ : . leiS" i, .- i h g ~ ~ ~ j l i .~ i f ~ i" ~ 6, ~ ( I f ~ ~ ~ I <:'Q ~ ~ 1'\00 · o~ ~ f. i i i .& ~ ~ l 0 ~ i i } ~ i. ~ ~! i ~ : , ~ i' ~ · l ~ ~ ~ ii' E. ~ ~ ! t 1 ~ ~ . ~ J ; pbl'l. 'z~ I I ;I~ :~ " I &9 ij;! ~J. I j! I- II- if" Ii II- I :_ II ~, lot ~ li!. 0.- f 1ffiI~ " i ~ I I · f iiI ~ J ~ II~ ~iestie "..__ LaDdsaape Desip . ColLttnldio. Mauceaeut 66SPwt.LMIR~IIaofr*-IBeIOl,ft lM31 (561)75M835 F.(S61) 152-41Ul :IIIlll..........__~ ......,_-............,._ _..._tl..,___..__-. WEBT 8O'I'NI"ON lEACH BOU..eVND """""" BEACH, fU:lI'I>>. IAIfT GREGORY ARlEIIAII CHURCH EXHIBIT "B" I If f f H Hi if I ~ tl ! ! It ~h ,I , I' · I -t "'[ i . J IS' E, ~ i: Illlj!Hj Iq 18 r ~;!! r H 1 I . if E ~ ..' t i r l1 ~ l · It ~ l i ;f:~ J j~ ~ ~ 8 i( i.~ ~ <t [1 l ;-~ 11: I H' . 'f "; ~ ~!i 1 I ii" r t I . ~ 'r !. 1 1[~lhH 1 ~ f li' f" J t I i H l ru h f HU I II t . , . ! ~ f ~ I 1 f H H l~nj PI n ~! ILl ~p ti t t.. 0' I I' ,f 1 il ~~ ~ 1 I ftrHinll !, 'tl. ( rl j il ~ i ( ~~ J a l ~ i [~ i i f ~ ' ',ftr,t ~I ra a. I' l'" jri! (- r ,l [~ t I II .. ~ I J lfff J l~i~um~UWfUnl ~ ! ~ r;1[ ~ I'!l Ii' H l ~ l' l~~ I fl ~H II if . f ,.I , .' _. 1;. .~ ~ l r f;~ I [~ H 'I l i t 1 HI ,; iH · J i ! 1;1' !!. t~ l, ~ I f l ~, f [H I} Ii: f · l [r l}' [ i. [ , ~ I . ~j, l } li r 1 I l i ;;f' 1 f t. i J J i i I~ l ! U j . j J 1 d f ii I J t f H ~ if I J !~. 1 t ~ J ,t'""'~~ I $";.;~~ if i ";"i 'H -~ ti~~ [;i ~~ <I ~< II ~~ '. I l t "~"'I ! I . . i ~ m~n~ ~RIOATION bJ PLAIII ___._..--...w.-...._ JOoe.D~LfW;:"",x ...--.....,----, ...~,....'ec. AFt 0013;~' ._,..........,...""'.~_1!:J ;O'l" """ 00"80 LE'tTER STTLE TO 6E ~LE OLCfACE L.E1'1CR SIZE e' LETTER 61ZE 6" ~ ;t\ (.~ to EXHIBIT "B" 6'-10" r I" REveAL / I (A) / / / ,-lID 8'-4" FRONT ELEVATION ~ d'I 'i ;., ~~- B'l L{)~ fT COLOR LEGEND TAG COLOR m (]J flENJAI1IN I'1OGlFif: ElRlLLI.bNT UllTE flENJAI1IN I"lOG1f(E NAvAJO UoI-lITE 2'-1ZI11 SIDE ELEV A TlON SCALE: 1/411:11-0" NO'Tl;. _ TO !!IE lU..<MN4lED IUTH I'LOOOL.~ MONUMENTAL SIGN ELEVATION SAINT GREGORY ARMENIAN CHURCH WEST BOYNTON BEACH BOULEVARD BOYNTON BEACH, FLORIDA AUGUST 7, 2003 API GROUP, INC. 111 EA8T PALMETTO PARK RD BOCA RATON - PLORIDA 88482 PHONE : (:561);5g2 - 7120 FAX: (~S1) 392 - 7eo2 EXHIBIT "C" Conditions of Approval Project name: St. Gregory's Armenian Church File number: NWSP 03-013 Reference: 3rd review plans identified as a New Site Plan with an August 12. 2003 Planning and Zoning d k' Denartment ate stamn mar In!!. DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: 1. A minimum dumpster pad is required measuring 10 feet x 10 feet (inside dimension including gates). (Chapter 7.5, Article II, Section 5.J. and Article III, section 9.A.9.a.). PUBLIC WORKS - Traffic Comments: None UTILITIES Comments: 2. Provide a second water main tie-in (loop) to the water main on West Ocean Drive. ENGINEERING DIVISION Comments: 3. City standards require at least one point of legal, positive outfall to convey all stormwater discharge from the development. 4. Full drainage plans, including drainage calculations, in accordance with Chapter 6, Article N, Section 5 will be required at the time of permitting. 5. SpecifY storm sewer diameters, inlets types, etc. on drainage plan. Indicate grate, rim and invert elevations for all structures. Indicate grade of storm sewer segments. Indicate material specifications for storm sewer. 6. SpecifY FDOT Type "D" curb rather than the modified proposed curb. 7. In the "Typical Pavement Section" detail, specifY the asphalt to be placed in two lifts. 8. Northwest 1 st is incorrectly shown as "Street" on the survey. Please correct to Northwest I st Avenue. FIRE COA 08/20/03 2 DEPARTMENTS INCLUDE REJECT Comments: None POLICE Comments: None BUILDING DIVISION Comments: 9. 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 Chapter 6 of ASCE 7, and the provisions of Section 1606 (Wind Loads) of the 2001 FBC. 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. Include li~ht poles on sheet SP A-2. 10. Every building and structure shall be of sufficient strength to support the loads and forces encountered per the 2001 FBC, Section 1601.2.1 and Table 1604.1. Indicate the live load (pst) on the plans for the buildin~ design. II. At time of permit review, provide a completed and executed CBB Unity of Title form. The form shall describe all lots, parcels or tracts combined as one lot. A copy of the recorded deed with legal descriptions, of each property that is bein~ unified, is required to be submitted to process the form. 12. At time of permit review, submit signed and sealed working drawings of the proposed construction. 13. According to the CBBCPP 3C3.4, the City shall continue to encourage the use of non-potable water for landscape irrigation. An alternate water source other than city water shall be utilized for the irrigation system. 14. A water-use permit for the irrigation system is required from the SFWMD. A copy of the permit shall be submitted at the time of permit application, F.S. 373.216. PARKS AND RECREATION Comments: None FORESTERlENVIRONMENT ALIST Comments: None PLANNING AND ZONING COA 08/20/03 3 DEPARTMENTS INCLUDE REJECT Comments: 15. Prior to the issuance of a building permit, the project must receive approval from the Palm Beach County Traffic Division for the construction of a church and ancillary facilities for a total of23,475 square feet. The above referenced building area would include the Phase III Indoor Athletic Courts. 16. Approval of the site plan IS contingent upon the approval of the accompanying reauest for a height exception (HTEX 03-005). 17. Prior to the issuance of a building permit, provide elevations of the indoor athletic courts. Staff recommends that the exterior finish and building colors match that of the church building. ADDITIONAL PLANNING & DEVELOPMENT BOARD COMMENTS: Comments: 18. To be determined. ADDITIONAL CITY COMMISSION COMMENTS: Comments: 19. To be determined. MWR/elj S:\Planning\Shared\Wp\Projects\St. Gregory's Armenian Church\COA.doc f'v \tuJt{/\ l 3RD REVIEW COMMENTS New Site Plan Project name: St Gregory's Armenian Church File number: NWSP 03-013 Reference: 2nd review plans identified as a New Site Plan with an August 5, 2003 Planning and Zoning DeQartment 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 2. A minimum dumpster pad is required measuring 10 feet x 10 feet (inside ~ dimension including gates). (Chapter 7.5, Article II, Section 5.J. and Article III, section 9.A.9.a.). 3. Indicate by note that the site dumpster enclosure shall be constructed m / accordance with City Standard Drawing G-4. 4. The required gates for the dumpster shall contain long steel rods to drop into / the pavement in order to secure the gates in the open and closed positions. Drilled holes (for concrete) or metal sleeves (for asphalt) shall be provided for the locking rods. PUBLIC WORKS - Traffic Comments: 5. All work done within the Boynton Beach Blvd. right-of-way shall require V FDOT approval and permitting. 6. Staff believes it is critical that residents residing along NW I st Ave, be /' advised, in writing, of the proposed Church construction and its impact on traffic in their neighborhood. 7. On the site and civil plans, show and identifY all necessary traffic control t./" devices such as stop bars, stop signs, double yellow lane separators striping, directional arrows and "Do Not Enter" signage, etc. See City Standard Drawings "K" Series for striping details. S, Staff recommends allowing two-way traffic around all sides of the project / since sufficient room is available. This will provide for more efficient circulation within the site, \vill reduce the impact on N.W. 1st Ave, and allow most of the traffic to exit onto Boynton Beach Blvd. Local streets should not be used as through streets through residential neighborhoods when alternatives are available. 9. Revise parking stall dimensions to 9 Yz feet x IS Yz feet in accordance with / current standards. , 3rd REVIEW COMMENTS 08/08/03 2 DEPARTMENTS INCLUDE REJECT 10. Disperse handicap parking spaces throughout the project to allow easy access ,/ to all buildings/entrances. II. Show the two foot parking space overhang for the 16Y2 feet parking spaces as / a dotted line within the landscape areas (two foot may not encroach into any required landscape buffers/easements). Also, widen the four-foot sidewalk along the west and south to a minimum of six feet where parking is indicated for the two-foot overhang (may not reduce usable sidewalk width for parking overhang). 12. Add a white stop bar and double yellow lane separators at the Boynton Beach ./' Blvd. exit. 13. At the Boynton Beach Blvd. entrance, show a "Right Turn Only" post- / mounted sign and pavement arrow for egress traffic. Also, provide a "One- Way" arrow sign in the median. 14. Provide a "Do Not Enter" post sign at the north end of the east, one way drive /1 aisle. 15. Current accessibility codes require the accessible paths to go through the / sidewalk and ramp up on either side. Revise the plans to reflect this requirement. 16. Revise Legend C (Sheet SPA I of 4) to reflect use of the City Standard / Drawings "K" Series for striping, 17. City Standard Drawing "K" series shall be used for wheel stops, handicap /' parking, and striping details. Revise details on Sheet SP A-I accordingly. 18. In the "Wheel Stop Detail" locate the back of wheel stop two (2) ft. in from / front of space. 19. Provide a typical detail with specifications for the proposed Stabilized Sod /' parking. 20. Upon construction of the proposed future recreation hall the currently / proposed grass parking adjacent to that facility will be required to be paved. UTILITIES I Comments: / 21. All utility easements shall be shown on the site plan and landscape drawings / (as well as the Utility Plan Sheet) so that we may determine which trees may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the l 3rd REVIEW COMMENTS 08/08/03 3 DEPARTMENTS INCLUDE REJECT easement so that roots and branches will not impact those utilities within the easement in the foreseeable future. The LDR, Chapter 7.5, Article I, Section 18.1 gives public utilities the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of-way. 22. Palm Beach County Health Department permits will be required for the water v/ and sewer systems serving this project (CODE, Section 26-12). 23. 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)). 24. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid v' 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. 25. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable V water. City water may not, therefore, be used for irrigation where other sources are readily available. 26. Water and sewer lines to be owned and operated by the City shall be included t/' within utility easements. Please show all proposed easements on the engineering drawings, using a minimum width of twelve (12) feet. The easements shall be dedicated via separate instrument to the City as stated in the CODE, Section 26-33(a). 27. This office will not require surety for installation of the water and sewer ~ utilities, on conditions that the systems be fully completed, and given to the City Utilities Department before the first permanent meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occupancy. 28. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each V building will be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants, both existing and proposed. [Weare aware of an existing fire hydrant just inside the property of the Memorial Chapel property, please reflect this on this plan. There is also a 2-inch DIP in the utility easement between Lots 8 and 19 of Block 56A, which terminates at this property. There also is a 6-inch DIP water main located on N.W. lOth Court within Leisureville.l 29. PVC material not permitted on the City's water system. All lines shall be L/ DIP. 1 3rd REVIEW COMMENTS 08/08/03 4 , II DEPARTMENTS INCLUDE REJECT 30. Appropriate backflow preventer(s) will be required on the domestic water V service to the building, and the fire sprinkler line if there is one, in accordance with the CODE, Section 26-207. 31. 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. 32. The LDR, Chapter 3, Article IV, Section 3(P) requires a statement be ~ included that utilities are available and will be provided by the other appropriate agencies. This statement is lacking on the submitted plans. 33. Utility construction details as shown on Civil Engineering (CE) sheets C5 & / C6 will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual; they will be reviewed at the time of construction permit application. 34. Provide additional information/details regarding access to the proposed lift / station. 35. Conflicts exist in the southeast corner of the parking lot (well and pump, ~/ dumpster enclosure, lift station, and landscaping.) Additionally, the Irrigation Plans show a 3HP pump where Landscape Plan shows a Live Oak. Staff recommends revising the plan to ease the congestion and address the conflicts. 36. On all appropriate sheets, show the lift station screened from public view by a V six (6) feet CBS wall. 37. The proposed lift station and on-site force main shall be private. So, please t/ indicate on the plans. 38. Increase the size of the force main to four (4) inches at the property line (the L/ portion belonging to the City of Boynton Beach). 39. Provide a "pig launcher" at the property line on the force main. 1/' 40. Provide a second water main tie-in (loop) to the water main on West Ocean /' Drive. 41. 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, by showing all hydrants, both / existing and proposed. 42. Provide engineering plans showing all proposed off-site improvements V (water, sanitary sewer, etc.). 3rd REVIEW COMMENTS 08/08/03 5 , II DEPARTMENTS INCLUDE REJECT ENGINEERING DIVISION Comments: 43. Numerous errors and omissions have been noted on these proposed plans and / in this review comments report. Drawings need to be thoroughly checked and coordinated by the consulting engineer. It is the responsibility of the consulting engineer to familiarize himself with the City of Boynton Beach Land Development Regulations prior to submission of plans. Quality control is the responsibility of the consulting engineering - not the City of Boynton Beach. 44. All comments requiring changes and/or corrections to the plans shall be / reflected on all appropriate sheets. 45. 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. 46. Provide written and graphic scales on all sheets. / / 47. Specify use of the FDOT Standard Specifications for Road & Bridge Construction, and Standard Index, 2000 Editions, as the construction standard. / 48. Show zoning and land use on Site Characteristics Map (Survey) (Chapter 4, / Section 7.A.). 49. Show all existing and proposed easements on the Site Development plan / (Chapter 4, Section 7.A.3). 50. Show proposed site lighting on the Site and Landscape plans (LDR, Chapter / 4, Section 7.BA.) Specify that the light poles shall withstand a 140 MPH wind load (LDR, Chapter 23, Article II, Section A.1.a and Florida Building Code). Then provided plan specifies 120 mph, Provide a note that the fixtures shall be operated by photo-electrical control and are to remain on until 2:00 a.m. (LDR, Chapter 23, Article II, Section A.1.a.) Include pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article N, Section II, Chapter 23, Article I, Section 5.B.7 and Chapter 23, Article II, Section A on the Lighting Plan. 51. 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). 3rd REVIEW COMMENTS 08/08/03 6 ,I I DEPARTMENTS INCLUDE REJECT I 52. Indicate, by note on the Landscape Plan, that within the sight triangles there V' shall be an unobstructed cross-visibility at a level between 2.5 and 6' above the pavement (Chapter 7.5, Article II, Section 5.H.). 53. The median on Boynton Beach Blvd. has existing lmgation and plant V' material belonging to the City of Boynton Beach. Any damage to the irrigation system and/or plant material as a result of the contractor's operations shall be repaired or replaced to the equivalent or better grade, as approved by the City of Boynton Beach, and shall be the sole responsibility of the developer. Please acknowledge this notice in your comments response and add a note to the plans with the above stated information. 54. Trees along the perimeter of the property (east, west and south) should be a / minimum of ten (10) feet off the property line to allow for maintenance at maturity. 55. Ensure trees, bushes, etc. will not interfere with access to the dumpster / enclosure, lift station or clearance of the lift station antennae. 56. Provide an engineer's certification on the Drainage Plan as specified In ~ Chapter 4, Section 7.F.2. 57. City standards require at least one point of legal, positive outfall to convey all ./ stormwater discharge from the development. 58. Full drainage plans, including drainage calculations, in accordance with / Chapter 6, Article IV, Section 5 will be required at the time of permitting. 59. Specify storm sewer diameters, inlets types, etc. on drainage plan. Indicate / grate, rim and invert elevations for all structures. Indicate grade of storm sewer segments. Indicate material specifications for storm sewer, 60. Flow arrows, with existing elevations, are shown facing a different direction ~ on the Survey as compared to all other sheets. Please correct discrepancv. 61. Provide surface drainage flow arrows on the Paving & Drainage Sheet C2. / 62. The legend on Sheet C2 does not match the plan for existing and proposed J elevations. Please correct discrepancy. , 63. Specify City Standard Drawing D-3 for the Typical Exfiltration Trench Detail / on Sheet C4. 64. Specify FDOT Type "D" curb rather than the modified proposed curb. V 65. In the "Typical Pavement Section" detail, specify the asphalt to be placed in / two lifts. 3rd REVIEW COMMENTS 08/08/03 7 DEPARTMENTS INCLUDE REJECT /' 66. The north arrow on the Site Survey is shown facing wrong direction (south). 67. Northwest 1st is incorrectly shown as "Street" on all plan sheets (including the / Survey). Please correct to Northwest 1st Avenue. 68. Provide information regarding whether the area for the future recreation hall ./ will remain natural or will be cleared and grubbed (which will require permitting). A fill permit will be required for import of any fill material. 69. Correct the street callout in the site location inset to read Southwest 8th Street / (Sheet C-2). 70. A Clearing and Grubbing permit and an ExcavationlFill Permit will be ~ required and may be applied for prior to site plan approval. , 71. Paving, drainage, and site details as shown on CE sheet "C4" will be /' reviewed for constructability at the time of construction permit application. FIRE Comments: 72. City Ordinance Section 9-6, 3. 17-11 requires approved automatic fire / sprinkler systems throughout all buildings or structures regardless of the type of construction that are in excess of 12,000 square feet per floor, or in excess of 30 feet in height as measured from finish ground floor grade to the underside of the topmost roof assembly. While Phase I construction does not meet the criteria that require sprinklers, when Phase II is added it will. You should consider this during initial design. POLICE Comments: 73. Placement of "No Let Turn" sign at exit onto Boynton Beach Boulevard. 74. There are some concerns as to the traffic flow into the parking lot from the entrance off of the boulevard, i.e. traffic build up from the outside lane, as well as traffic traveling westbound on the boulevard making a u-turn in order to enter from the boulevard. BUILDING DIVISION Comments: 75. Buildings, structures and parts thereof shall be designed to withstand the ~/ minimum wind loads of 140 mph. Wind forces on every building or structure 3rd REVIEW COMMENTS 08/08/03 8 , I i DEPARTMENTS INCLUDE REJECT shall be determined by the provisions of Chapter 6 of ASCE 7, and the provisions of Section 1606 (Wind Loads) of the 2001 FBC. 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. Include light poles on sheet SPA-2. 76. Every building and structure shall be of sufficient strength to support the / 1/ loads and forces encountered per the 200 I FBC, Section 1601.2.1 and Table 1604.1. Indicate the live load (pst) on the plans for the building design. 1/ 77. At time of permit review, provide a completed and executed CBB Unity of V Title form. The form shall describe all lots, parcels or tracts combined as one lot. A copy of the recorded deed with legal descriptions, of each property that is being unified, is required to be submitted to process the form. 78. At time of permit review, submit signed and sealed working drawings of the t/' proposed construction. 79. According to the CBBCPP 3C3.4, the City shall continue to encourage the / use of non-potable water for landscape irrigation. An alternate water source other than city water shall be utilized for the irrigation system. 80. A water-use permit for the irrigation system is required from the SFWMD. A V copy of the permit shall be submitted at the time of permit application, F.S. 373.216. PARKS AND RECREATION I Comments: None FORESTER/ENVIRONMENT ALIST Comments: 81. The applicant must indicated on the landscape plan the existing trees that will ~ be preserved, relocated or removed / replaced on the site. A separate symbol should be used on the landscape plan to identifY these trees. A cross section detail must be provided to show the landscape buffer between Boynton Beach Boulevard and the newly installed landscape along the parking lot (Chapter 7.5, Article II Sec. 7.C.). 82. All newly installed trees listed 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) (Chapter 7.5, Article II Sec. S.C. 2.). PLANNING AND ZONING 3rd REVIEW COMMENTS 08/08/03 9 DEPARTMENTS . The site area on the site plan (sheet SPA-I) and landscape plan (sheet L-Ia) must match the survey (2.5 acres or 180,902 square feet). This will affect all other site data. "2 '1-, . The lot coverage on the site plan (sheet SPA-I) is incorrect (23,475 square feet /180,902 s uare feet = 12.97% lot covera e). . On the site plan (sheet SPA-I) tabular data, the Future Land Use designation is not "Church" but rather, "Moderate Density Residential (MoDR)". and 88. On the site plan (sheet SPA-I) tabular data, for the ease of determining the required parking, please indicate the parking methodology for each use. F exam Ie, offices - 853 s uare feet 1/200 s uare feet = 5 s aces. ~c .X On the floor plan (sheet SPA-4), identify eacq use ~d its respective building area, K-ec,-tw...e:/ft . Provide aint swatches for the elevations (Cha ter 4, Section 7.D.). ~ne (1) tree is required for every 30 linear feet (Chapter 7.5, Article II, -'\. Section 5.D.). Trees proposed along the west landscape buffer appear to be s aced eater than one (1) tree er 30 linear feet. .\1. All trees are required to be at least 12 feet overall height and three (3) caliper ~ inches at the time of installation (Cha ter 7.5, Article II, Section 5.C.2.). ,~ Fifty percent (50%) of all site landscape materials must be native species (Chapter 7.5, Article II, Section 5.P). On the landscape plan plant list (sheet LP-l), indicate by asterisk, the native species to ensure that at least 50% of landscape material is native. Separate and indicate the proposed plant material into the following categories: Shade Trees, Palm Trees, Shrubs / Hedges, and Groundcover. Please tabulate the amount of native material in each lant cate 0 . . 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 indica tin this re uirement. Provide a detail of the dum ster enclosure. . All signage is subject to review and approval of the Planning & Development Board and Ci Commission. Will there be monument si ro osed for the INCLUDE REJECT / / ~ / v'" / t/ v'" /" / 3rd REVIEW COMMENTS 08/08/03 10 DEPARTMENTS INCLUDE REJECT project? If so, provide a detail of the sign area, including the dimensions, exterior finish, and letter color s) (Cha ter 4, Section 7.D.). . The detail of the typical outdoor freestanding lighting fixture should include the overall height, exterior finish and color(s). The design, style, and illumination level shall be compatible with the building design (height) and shall consider safety, function, and aesthetic value (Chapter 9, Section IO.F.!.). / // , MWRIelj I I I i \ \ ~6rv( W \ ~ 00.-:W ~ ,~~ , . S:\Planning\Shared\Wp\Projects\St. Gregory's Armenian Church\3rd REVIEW COMMENTS,doc ~~u~ r fi\.~) JC? -G ~~, Q.rll:1) ,1k ~ S\~ ~ & (U-p .fr~\ Irw>fJ p ID ~5 $ ;JOv-n ?!I\c'~ r City of Boynton Beach Development Department 110 East Boynton Beach Boulevard Boynton Beach, Florida ~ ~ r~ i-~ D LS, l .;., \ l~tI 612~ U \, \'-'I~_-- August 11, 2003 Re: Saint Gregory's Armenian Church In response to the Third Plan Review Comments, dated August 8, 2003, we conclude the following regarding the above-mentioned project: Public Works - General 1) Prior to permit application, the Contractor will contact the Public Works Department regarding the storage and handling of refuse. 2) The minimum dumpster pad size requirements have been met, See detail Sheet SPA-1. 3) Note has been included regarding City Standard G-4 at Dumpster Detail, see Sheet SPA-1 4) Long steel rods will be provided to hold gates open in both the closed and open positions, see detail Sheet SPA-1. Public Works - Traffic 5) The Contractor will apply for FDOT approval for all work being done in right-of- ways. See note 7, Sheet C-3. 6) It is the City's responsibility to inform local residents of the pending project. 7) Stop signs, directional arrows, and One-Way Do Not Enter signs have been modified on the plan to accommodate the 2-way traffic pattern around ~ of the building. All parking spaces have been modified in accordance with the City's 'K' drawings. See Sheet SPA-1. 8) The plans have been modified to accommodate the 2-way traffic pattern around ~ of the building. The East side is to remain 1-way, to reduce the amount of cars that would exit onto N.W. 1st Avenue. See Sheet SPA-1. 9) Parking space sizes have been modified to 9-1/2 x 18-1/2 feet, or to 16-1/2 feet deep wi an overhang of 2'-0". See Sheet SPA-1. 10) Two of the five handicap spaces have been relocated nearer to the Phase 1 entrance on the north side of the building. Since the parking at the future Indoor Recreation Area is sod, we are not locating handicapped spots here at this time. When paved in the future, a handicapped parking spot may be located here. See Sheet SPA-1. 11) The parking scheme has been modified as not to encroach on sidewalks or landscape buffers where we have the 2' overhangs. See Sheet SPA-1. 12) We have added a white stop bar and double yellow lines at the Boynton Beach Exit. See Sheet SPA-1. 13) We have provided a Right Turn Only Sign, pavement arrow, and a One Way Arrow Sign at the median. See Sheet SPA-1. 14) We have provided a Do Not Enter Sign at the North end or the east One Way aisle. See Sheet SPA-1 15) We have provided all of the required accessible ramps, See Sheet SPA-1. API GROUP, INC · 111 EAST PALMETTO PARK ROAD · BOCA RATON, FLORIDA 33432 PHONE, (561) 392.7120 FAX (561) 392,7502 . AAC001990 16) The Legend C for the striping details has been modified. See Sheet SPA-1. 17) The Parking Details have been updated to reflect the Current 'K' Parking Standards for the City. See Sheet SPA-1. 18) The parking space detail shows the stop 2' in from the front of the space. See Sheet SPA-1. 19) The stabilized sod reference refers to the City Standard. See Sheet SPA-1. 20) Upon Construction of Phase III, the sod parking will need to be paved. See reference Sheet SPA-1. Utilities - 21) Utility easements are show on Sheets SPA-1, C-2, C-3. 22) Contractor to apply for Palm Beach County Health Department permits. See note Sheet C-3. 23) Fire Flow Test is pending City of Boynton Beach Fire Department. Applied for August 8, 2003. See note Sheet C-3 24) The Contractor will pay the capacity reservation fee, water meter fee. 25) City water will not be used for irrigation. See note Sheet C-3, and Sheet SPA- 1 for pump and well location. 26) Utilities owned by the City to be located within easements. See Sheets C-2 and C-3. 27) Water meter location shown Sheet SPA-1, C-2, and C-3. 28) Fire hydrant location shown Sheet SPA-1, C-2, and C-3. 29) PVC material not to be used on City's water system, All lines to be DIP. See note on Sheet C-2 and C-3. . 30) Backflow preventer and and fire sprinkler line shown on Sheet C-3. 31) Water and sewer improvements to be evaluated by the Utilities Department. See note 10, Sheet C-3. 32) Statement regarding available utilities shown on Note 9, Sheet C-3. 33) Utility Construction Details as shown to be reviewed with the construction permit application. 34) Lift Station Details shown on Sheet SPA-1, to include chain link fence enclosure wI slats. 35) There are no conflicts between dumpster, lift station, well, and pump. The live oaks have been moved, 36) The lift station should have fence for ventilation. 37) Indicate private lift station and on-site force main on plans. See Sheet note, Sheet C-3 and SPA-1. 38) Increased size of force main to 4", shown on Sheet C-3. 39) Pig launcher has been provided on the force main, see Sheet C-3. 40) We have applied for the flow test and at this time do not feel that a Second water main tie-in is necessary, Water main has been moved to east side of property to maintain coverage. 41) Fire hydrants are located on Sheets SPA-1, C-2, and C-3. 42) Off-site utility improvements are shown on Sheet C-7, EnQineerinQ - 43) The consulting engineer has inspected the plans for correctness and omissions. 44) All comments have been address on the appropriate corresponding sheets. See all sheets. 45) We realize that there may be additional comments. 46) Graphic scales have been provided on all sheets. 47) FDOT Standards are referenced on plan. See Sheet SPA-1 and Sheet C-2. 48) Site characteristics are shown on Site Survey. 49) Easements are shown on Sheets SPA-1, C-2 and C-3. 50) The light poles are shown on Sheets SPA-1 and SPA-2. 51) Landscape Architect to examine trees and lights to prevent shadows. 52) Landscape Architect has indicated the site triangle information on the landscape plan, Sheet L-1. 53) Developer to replace any damaged landscaping or irrigation on median. Noted on plans, see Sheet SPA-1. 54) Landscape architect to dispute note regarding perimeter trees being 10' off property line, since we are using a 5' perimeter landscape buffer. 55) Trees to be relocated as not to interfere wi dumpster or lift station. See Landscape Plan, sheet L-1 56) Engineer's Certification is on Drainage Plan, see note 2, Sheet C-2. 57) Stormwater drainage is to storm drain on Boynton Beach Boulevard. 58) Civil Engineers to provide drainage calculations, see Note 2, Sheet C-2. 59) Civil Engineer to provide all dimension of drainage equipment, see Sheet C-2. 60) Civil Engineer has corrected discrepancy on flow arrows, See Survey. 61) Civil Engineer has corrected drain flow arrows, see Sheet C-2. 62) Civil Engineer has corrected discrepancy on legend. See Sheet C-2. 63) City standard drawing has been implemented, see Sheet C-4. 64) Civil Engineer has provided curb detail that is acceptable, see sheet C-4 65) The property owner can absorb the cost for one asphalt lift only. 66) Civil Engineer to correct north arrow on the Survey. 67) First Avenue has been corrected on all plans, 68) The entire site is to be cleared, grubbed, and filled as required. See sheet SPA-1. 69) Street callout of S. W. 8th street has been corrected on all sheets. 70) Contractor to apply for Clearing and Grubbing Permit. 71) Updated paving and drainage details to be included in Construction Permit Application Drawings, Fire - 72) The plans and site plan are in acceptance of the Fire Prevention Code, 2000 Edition, and the N FP A 101, Life Safety Code, 2000 edition. See Site Plan, sheet SPA-1, and Sheet C-3. The architect will coordinate design of the fire sprinkler plan, which will be implemented in Phase I. Police - 73) We have located the No Left Turn Sign on Boynton Beach Boulevard, see Site Plan, 74) The Traffic Study prepared by Pinder-Troutman showed no concern about backed up traffic. See Traffic Study Building Division - 75) Wind load calculations to be included in the Construction Documents of Phase One. Building designed to withstand wind loads of 140mph. Light poles are included on sheet SPA-2, with Wind Loads of 14'0 mph, 76) Live loads of the structure be 100lbs psf on the floor and 30lbs psf on the roof. This information to be included in the Construction Documents. 77) The contractor will provide a completed and executed CBB Unity of Title. 78) Signed and sealed construction documents will be submitted along with the Permit Application. 79) Well water to be used for irrigation, see plans. 80) Permit from SFWMD to be submitted with the construction documents Forester/ Environmentalist - 81) Landscape architect has provided section drawing. 82) Landscape Architect to update schedule as required. Plannina and Zonina - 83) Site area has been corrected to 108,900 square feet, see Sheet SPA-1. 84) Impervious/. pervious areas have been corrected, see Sheet SPA-1. 85) The lot coverage has been corrected. The lot coverage is 21.5%, see Sheet SPA-1. 86) Future land use has been designated Moderate Density Residential, see Sheet SPA-1 87) Parking spaces shown on Site plan to be included in Phase One. 88) Parking Methodology shown on Site Plan, Sheet SPA-1. 89) Building areas and usage shown on Sheet SPA-4. 90) Paint swatches have been submitted to Planning and Zoning. 91) Sufficient number of trees has been provided. See Landscape Plan Sheet L- 1. 92) Trees heights have been approved by Planning and Zoning. 93) Landscaping criteria has been met. 94) Dumpster Enclosure to be painted to match the building, see Dumpster Detail Sheet SPA-1. 95) Signage has been submitted to Planning and Zoning for Approval. 96) For cost effectiveness and to avoid further conflicts with the Landscaping, we are going to keep the code-compliant lighting on the initial submission. Please do not hesitate to contact me should you have any questions. 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July 21,2003 Re: Saint Gregory's Armenian Church In response to the first Plan Review Comments, we conclude the following regarding the above-mentioned project: Public Works - General 1) Prior to permit application, the Contractor will contact the Public Works Department regarding the storage and handling of refuse. 2) The minimum dumpster pad size requirements have been met, See detail Sheet SPA-1. 3) Note has been included at Dumpster Detail, see Sheet SPA-1 4) Long steel rods will be provided to hold gates open in both the closed and open positions, see detail Sheet SPA-1. Public Works - Traffic 5) The Contractor will apply for FOOT approval for all work being done in right-of- ways. Note Has been added to plans, see Sheet C-3. 6) Is it the City's responsibility to inform local residents of the pending project? 7) Stop signs, directional arrows, and One-Way Do Not Enter signs have been modified on the plan to accommodate the 2-way traffic pattern around % of the building. A;; parking spaces have been modified in accordance with the City's 'K' drawings, See Sheet SPA-1. 8) The plans have been modified to accommodate the 2-way traffic pattern around % of the building. The East side is to remain 1-way, to reduce the amount of cars that would exit onto N.W. 1st Avenue, See Sheet SPA-1. 9) Parking space sizes have been modified to 9-1/2 x 18-1/2 feet, or to 16-1/2 feet deep wi an overhang of 2'-0". See Sheet SPA-1. 10) Two of the five handicap spaces have been relocated nearer to the Phase 1 entrance on the north side of the building. Since the parking at the future Indoor Recreation Area is sod, we are not locating handicapped spots here at this time. When paved in the future, a handicapped parking spot may be located here. See Sheet SPA-1. 11) The parking scheme has been modified as not to encroach on sidewalks or landscape buffers where we have the 2' overhangs. See Sheet SPA-1. 12) We have added a white stop bar and double yellow lines at the Boynton Beach Exit. See Sheet SPA-1. 13) We have provided a Right Turn Only Sign, pavement arrow, and a One Way Arrow Sign at the median. See Sheet SPA-1. 14) We have provided a Do Not Enter Sign at the North end or the east One Way aisle. See Sheet SPA-1 15) We have provided all of the required accessible ramps. See Sheet SPA-1. API GROUP. INC . 111 EAST PALMETTO PARK ROAD · BOCA RATON FLORIDA 33432 PHONE, (561) 392.7120 FAX, (561) 1927502 . AA C001990 16) The Legend C for the striping details has been modified. See Sheet SPA-1. 17) The Parking Details have been updated to reflect the Current 'K' Parking Standards for the City. See Sheet SPA-1. 18) The parking space detail shows the stop 2' in from the front of the space. See Sheet SPA-1. 19) The stabilized sod reference refers to the City Standard. See Sheet SPA-1. 20) Upon Construction of Phase III, the sod parking will need to be paved. See reference Sheet SPA-1. Utilities - 21) Utility easements have been added to sheets C-2 and C-3. They will bee shown on Site and Landscape plans at the time of permitting. 22) Contractor to apply for Palm Beach County Health Department permits. See note Sheet C-3. 23) Fire Flow Calculations? See note sheet C-3. 24) The Contractor will deal with the capacity reservation fee. 25) City water will not be used for irrigation. See note Sheet C-3. 26) Utilities owned by the City to be located within easements. See Sheets C-2 and C-3. 27) Water meter location? 28) Fire hydrants shown on Sheet C-3. To be shown on Site Plan at the time of permitting. 29) PVC material not to be used on City's water system, All lines to be DIP. See note on Sheet C-2 and C-3. - 30) Backflow preventer and and fire sprinkler line shown on Sheet C-3. 31) Water and sewer improvements to be evaluated by the Utilities Department at the time of permitting. 32) Statement regarding available utilities shown on Sheet C-3. 33) Utility Construction Details to be shown to be reviwed at the time of permitting. 34) Lift Station Details shown on Sheet SPA-1. 35) There are no conflicts between dumpster, lift station, well pump. The live oaks should be moved. 36) The lift station should have fence for ventiliation, talked to Dave Kelley about this on 7/22, never heard back from him. Jim Bushouse says no. 37) Indicate private lift station and on-site force main on plans. See Sheet note, Sheet C-3. 38) Increase size of force main to 4 ", shown on Sheet C-3. 39) Jim to provide pig launcher on the force main, see Sheet C-3.. 40) Provide Z"d water main tie in at time of permitting. 41) Jim to show fire hydrants, Alyce to locate on Site Plan at time of permitting, see Sheet C-3. 42) Show all off-site utility improvements at time of Permitting. Enoineerino - 43) The consulting engineer has inspected the plans for correctness and omissions. 44) All comments have been address on the appropriate corresponding sheets. See all sheets, 45) We realize that there may be additional comments. 46) Graphic scales have been provided on all sheets. 47) FDOT Standards are referenced on plan. See Sheet SPA-1 and Sheet C-2. 48) Site characteristics are shown on Site Survey. 49) Easements are shown on Sheets C-2 and C-3. 50) The light poles are shown on Sheets SPA-1 and SPA-2. 51) Landscape Architect to examine trees and lights to prevent shadows. 52) Landscape Architect to add note re: site triangle on his plans. 53) Developer to replace any damaged landscaping or irrigation on median. Noted on plans, see Sheet SPA-1. 54) Landscape architect to dispute note regarding perimeter trees being 10' off property line. 55) Trees to be relocated as not to interfere wi dumpster or lift station. See Landscape Plan. 56) Engineer's Certification is on Drainage Plan. 57) Storm water drainage is to storm drain on Boynton Beach Boulevard? 58) Civil Engineers to provide drainage calculations at time of permit. 59) Civil Engineer to provide all dimension of drainage equipment at time of permitting. 60) Civil Engineer to correct discrepancy on flow arrows. See Survey. 61) Civil Engineer to correct drain flow arrows, see Sheet C-2. 62) Civil Engineer has corrected discrepancy. See Sheet C-2. 63) Civil Engineer to obtain Sheet D-4 from City and make correction at the time of permitting. 64) Civil Engineer to provide curb detail that is acceptable, see sheet C-4 65) Civil Engineer wants to know why the asphalt needs to be specified. 66) Civil Engineer to correct north arrow on the Survey. 6?) First A venue has been corrected on all plans. 68) The entire site is to be cleared, grubbed, and filled as required. See sheet SPA-1, 69) Street callout of S,W. 8th street has been corrected on all sheets. 70) Contractor to apply for Clearing and Grubbing Permit. 71) Updated paving and drainage details to be included in Construction Permit Application Drawings. Fire - 72) The plans and site plan are in acceptance of the Fire Prevention Code, 2000 Edition, and the NFPA 101, Life Safety Code, 2000 edition. See Site Plan, sheet SPA-1, and Sheet C-3 73) Civil Engineer to locate fire hydrants and underground water mains per Florida Fire Prevention Code, 2000. See Sheet C-3. 74) Fire Hydrant Flow Test information noted on Sheet C-3, 75) Emergency Access Roadways? Recommendations - 76) The architect will coordinate the Fire Sprinkler Design prior to Permit Application. See Sheet C-3. 77) We have located the No Left Turn Sign on Boynton Beach Boulevard, see Site Plan. 78) The Traffic Study prepared by Pinder- Troutman showed no concern about backed up traffic. See Traffic Study Building Division - 79) Wind load calculations to be included at the time of permit application. See elevation drawings. Light poles are included on sheet SPA-2. 80) Structural Engineer to provide information upon submission of Building Permit Application. 81) Handicapped accessible entrances have been located on both the site plan and the floor plan. 82) The unisex toilet room has been located adjacent to the men's room. See Floor Plan Sheet SPA-4. 83) The contractor will provide a completed and executed eBB Unity of Title. 84) Signed of sealed construction documents will be submitted along with the Permit Application. 85) What sort of labeled symbol represents the symbol? 86) What are we using for irrigation? 87) Need water-use permit for irrigation system? Landscape Plan - Existing Trees/ Vegetation- 88) Landscape architects to locate existing trees to be removed or relocated on the site. Also provide section detail showing the landscape buffer between Boynton Beach Boulevard and the new landscape at the parking lot. 89) Landscape Architect to update schedule as required. 90) The landscape architect is to remove all native invasive plants and all non-native invasive plants from plan. IrriQation Plan - 91) There is an irrigation plan. See sheet L-2. 92) Turf and bedding plants to be designated on separate zones and time duration during water conservation. Landscape Architect to note on plans. Please do not hesitate to contact me should you have any questions. Respectfully, Dale Meaux, Architect API Group, Inc. JUi_-'24-21211213 1121:41 FROM RPI GR(JJP, INC. AI~Cf! Beck ,--- , l From: Sent; To; Sut1ject: Alyce Beck Thursday, July 24, 200310:36 AM 'coales@ci.boyntcil-beaC:-ll.fla.us' Technical Review for August 5th ro 1561'j'4~!1i259 I=> j 1 1....._______..............l~-II. 11'.' "JI" il ' Hi e;huny.; . Eric Johnson asked me to let you know we wClIld like to ~stpone o.rr technical revi€w lTeetlng!or ':h~ Ammo 11 (; lll'il:1 on \VEst Boynton Bea,ch Rd, from July 29 uoti August 5th. Any Timu wou d be fine. ~u t131 me knowl' via e-frIai I q'f l; r 0 at y:>ur oartiest con.venience what the schedul; is. Ttlank You. AJ/{l-d ~t,* API ~~PJ lx, 7~'-;~~:..,/20 ! ' ~. .- '-' -. '_'''>O~'' ~ "L~ r; ~l I i r~ i i -< ...--..... ','1 n~' r~~\ 1 ,dl , 2 A r Tcn , F. U DEPARTMENT OF DEVELO, ..=NT BUILDING DIVISION MEMORANDUM NO. 03-135 TO: Michael W. Rumpf Director of Planning and z~nin Timothy K. Large ~ TRC Member/Building Divl . June 24, 2003 Project - St. Gregory's Armenian Church File No. - NWSP 03-013 - 151 review FROM: DATE: SUBJECT: /' List of P.'vms/Abbreviations: ASCE -. ..erican Society of Civil Engineers CBB - City of Boynton Beach CBBCO - City of Boynton Beach Code of Ordinances CBBCPP - City of Boynton Beach Compre- hensive Plan Policy CFR - Code of Federal Regulations FBC - Florida Building Code FIRM - Flood Insurance Rate Map F.S, - Florida Statutes LDR - Land Development Regulations NGVD - National Geodetic Vertical Datum of 1929 SFWMD - South Florida Water Manage- ment District 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) - Timothv K. Larae (561) 742-6352 1 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 Chapter 6 of ASCE 7, and the provisions of Section 1606 (Wind Loads) of the 2001 FBC. 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. Include light poles on sheet SPA-2. 2 Every building and structure shall be of sufficient strength to support the loads and forces encountered per the 2001 FBC, Section 1601.2.1 and Table 1604.1. Indicate the live load (psf) on the plans for the building design. 3 Add to the building that is depicted on the drawing titled site plan and floor plan a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. 2001 FBC, Sections 11-4.1 .2 and 11-4.3. 4 A unisex toilet room is required per the 2001 FBC, Plumbing, Section 403.7. 5 At time of permit review, provide a completed and executed CBB Unity of Title form. The form shall describe all lots, parcels or tracts combined as one lot. A copy of the recorded deed with legal descriptions, of each property that is being unified, is required to be submitted to process the form. The property owner that is identified on each deed shall match. 6 At time of permit review, submit signed and sealed working drawings of the proposed construction. 7 Add to all plan view drawings of the site a labeled symbol that represents the location and perimeter of the limits of construction proposed with the subject request. 8 According to the CBBCPP 3C3.4, the City shall continue to encourage the use of non-potable water for landscape irrigation. An alternate water source other than city water shall be utilized for the irrigation system. 9 A water-use permit for the irrigation system is required from the SFWMD. A copy of the permit shall be submitted at the time of permit application, F.S. 373.216. bf S:IDevelopmentIBuilding\ TRCI TRC 2003\St. Gregory's Armenian Church Page 1 of 1 / 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 03-013 1st review Project Name and Address: St. Greqory's Armenian Church W of 8th St; S of BB Blvd. Reviewed by: ~ Rodqer Kemmer, Fire Protection Enqineer Department: Fire and Life Safety Phone: (561) 742-6753 Comments to: Sherie Coale bv email on 6/25/03 CODE REQUIREMENTS ~ The site plan and master plan design documents shall adhere to Chapter 9 of the Code of Ordinances of the City of Boynton Beach entitled "Fire Protection and Prevention." This ordinance adopts NFPA 1, Fire Prevention Code, 2000 edition, and NFPA 101, Life Safety Code, 2000 edition. (These codes, as amended are identified as the Florida Fire Prevention Code) ~ 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 (Le. 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. RECOMMENDATIONS ~ City Ordinance Section 9-6, 3. /7-11 requires approved automatic fire sprinkler systems throughout all buildings or structures regardless of the type of construction that are in excess of 12,000 square feet per floor, or in excess of 30 ft. in height as measured from finish ground floor grade to the underside of the topmost roof assembly. While Phase I construction does not meet the criteria that require sprinklers, when Phase II is added it will. You should consider this during initial design. cc: Steve Gale Bob Borden -,/ ',;01 CITY OF BOYNTON BEACH, FLORIDA INTER-OFFICE MEMORANDUM TO: Michael W. Rumpf DATE: Dir. of Planning & Zoning 7/7/03 FILE: NWSP 03-013 FROM: Off. John Huntington Police Department CPTED Practitioner SUBJECT: St. Gregory's Armenian Church REFERENCES: Site Plan ENCLOSURES: I have viewed the above building plans and have the following comments: 1. Placement of "No Left Turn" sign at exit onto Boynton Beach Boulevard. 2. There are some concerns as to the traffic flow into the parking lot from the entrance off of the boulevard, i.e. traffic build up from the outside lane, as well as traffic traveling westbound on the boulevard making a u-turn in order to enter from the boulevard. .. / DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION MEMORANDUM NO. 03-141 FROM: Michael W. Rumpf, Director, Planning and Zoning Laurinda Logan, P.E., Senior Enginee~ July 7, 2003 ~ TO: DATE: RE: Review Comments New Site Plan - 1 st Review St. Gregory Armenian Church File No. NWSP 03-013 The above referenced Site Plans, forwarded on June 20, 2003, were reviewed by representatives from Public Works, Engineering and Utilities against the requirements outlined in the City of Boynton Beach Code of Ordinances. The 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. 2. A minimum dumpster pad is required measuring 10 ft. x 10 ft. (inside dimension including gates). (LDR, Chapter 7.5, Article II, Section 5.J. and Article III, section 9.A.9.a.) 3. Indicate by note that the site dumpster enclosure shall be constructed in accordance with City Standard Drawing G-4. 4. The required gates for the dumpster shall contain long steel rods to drop into the pavement in order to secure the gates in the open and closed positions. Drilled holes (for concrete) or metal sleeves (for asphalt) shall be provided for the locking rods. PUBLIC WORKS - TRAFFIC 5. Provide a notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering. 6. All work done within the Boynton Beach Blvd. right-of-way shall require FDOT approval and permitting. 7. Staff believes it is critical that residents residing along NW 151 Ave. be advised, in writing, of the proposed Church construction and its impact on traffic in their neighborhood. 8. On the Site and Civil plans, show and identify all necessary traffic control devices such as stop bars, stop signs, double yellow lane separators striping, directional arrows and "Do Not Enter" signage, etc. See City Standard Drawings "K" Series for striping details. .. Dep1. of Public Works, Engineering Division Memo No. 03-141 RE: S1. Gregory Armenian Church, New Site Plan - 1 st Review, NWSP 03-013 July 7, 2003 Page 2 9. Staff recommends allowing two-way traffic around all sides of the project since sufficient room is available. This will provide for more efficient circulation within the site, will reduce the impact on N.W. 1st Ave, and allow most of the traffic to exit onto Boynton Beach Blvd. Local streets should not be used as through streets through residential neighborhoods when alternatives are available. 10. Revise parking stall dimensions to 9 ~ ft. x 18 ~ ft. in accordance with current standards. 11. Disperse handicap parking spaces throughout the project to allow easy access to all buildings/entrances. 12. Show the two foot parking space overhang for the 16~ ft. parking spaces as a dotted line within the landscape areas (two foot may not encroach into any required landscape buffers/easements). Also, widen the four-foot sidewalk along the west and south to a minimum of six feet where parking is indicated for the two-foot overhang (may not reduce usable sidewalk width for parking overhang). 13. Add a white stop bar and double yellow lane separators at the Boynton Beach Blvd. exit. 14. At the Boynton Beach Blvd. entrance, show a "Right Turn Only" post-mounted sign and pavement arrow for egress traffic. Also, provide a "One-Way" arrow sign in the median. 15. Provide a "Do Not Enter" post sign at the north end of the east, one way drive aisle. 16. Current accessibility codes require the accessible paths to go through the sidewalk and ramp up on either side. Revise the plans to reflect this requirement. 17. Revise Legend C (Sheet SPA 1 of 4) to reflect use of the City Standard Drawings "K" Series for striping. 18. City Standard Drawing "K" series shall be used for wheel stops, handicap parking, and striping details. Revise details on Sheet SPA-1 accordingly. 19. In the "Wheel Stop Detail" locate the back of wheel stop two (2) ft. in from front of space. 20. Provide a typical detail with specifications for the proposed Stabilized Sod parking. 21. Upon construction of the proposed future recreation hall the currently proposed grass parking adjacent to that facility will be required to be paved. ENGINEERING 22. Numerous errors and omiSSions have been noted on these proposed plans and in this review comments report. Drawings need to be thoroughly checked and coordinated by the consulting engineer. It is the responsibility of the consulting engineer to familiarize himself with the City of Boynton Beach Land Development Regulations prior to submission of plans. Quality control is the responsibility of the consulting engineering - not the City of Boynton Beach. 23. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. Dept. of Public Works, Engineering Division Memo No. 03-141 RE: St. Gregory Armenian Church, New Site Plan - 1 st Review, NWSP 03-013 July 7, 2003 Page 3 24. 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. 25. Provide written and graphic scales on all sheets. 26. Specify use of the FDOT Standard Specifications for Road & Bridge Construction, and Standard Index, 2000 Editions, as the construction standard. 27. Show zoning and land use on Site Characteristics Map (Survey) (LDR, Chapter 4, Section 7.A.) 28. Show all existing and proposed easements on the Site Development plan (LOR, Chapter 4, Section 7.A.3). 29. Show proposed site lighting on the Site and Landscape plans (LDR, Chapter 4, Section 7.B.4.) Specify that the light poles shall withstand a 140 MPH wind load (LDR, Chapter 23, Article II, Section A.1.a and Florida Building Code). Then provided plan specifies 120 mph. Provide a note that the fixtures shall be operated by photo-electrical control and are to remain on until 2:00 a.m. (LDR, Chapter 23, Article II, Section A.1.a.) Include pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article IV, Section 11, Chapter 23, Article I, Section 5.B.7 and Chapter 23, Article II, Section A on the Lighting Plan. 30. 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). 31. 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 6' above the pavement (LDR, Chapter 7.5, Article II, Section 5.H.). 32. The median on Boynton Beach Blvd. has existing irrigation and plant material belonging to the City of Boynton Beach. Any damage to the irrigation system and/or plant material as a result of the contractor's operations shall be repaired or replaced to the equivalent or better grade, as approved by the City of Boynton Beach, and shall be the sole responsibility of the developer. Please acknowledge this notice in your comments response and add a note to the plans with the above stated information. 33. Trees along the perimeter of the property (east, west and south) should be a minimum of ten (10) ft. off the property line to allow for maintenance at maturity. 34. Ensure trees, bushes, etc. will not interfere with access to the dumpster enclosure, lift station or clearance of the lift station antennae. 35. Provide an engineer's certification on the Orainage Plan as specified in LOR, Chapter 4, Section 7.F.2. 36. City standards require at least one point of legal, positive outfall to convey all stormwater discharge from the development. 37. Full drainage plans, including drainage calculations, in accordance with the LOR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. Dept. of Public Works, Engineering Division Memo No. 03-141 RE: St. Gregory Armenian Church, New Site Plan - 1 st Review, NWSP 03-013 July 7,2003 Page 4 38. Specify storm sewer diameters, inlets types, etc. on drainage plan. Indicate grate, rim and invert elevations for all structures. Indicate grade of storm sewer segments. Indicate material specifications for storm sewer. 39. Flow arrows, with existing elevations, are shown facing a different direction on the Survey as compared to all other sheets. Please correct discrepancy. 40. Provide surface drainage flow arrows on the Paving & Drainage Sheet C2. 41. The legend on Sheet C2 does not match the plan for existing and proposed elevations. Please correct discrepancy. 42. Specify City Standard Drawing D-3 for the Typical Exfiltration Trench Detail on Sheet C4. 43. Specify FDOT Type "0" curb rather than the modified curb proposed 44. In the "Typical Pavement Section" detail, specify the asphalt to be placed in two lifts. 45. The north arrow on the Site Survey is shown facing wrong direction (south). 46. NW 1st is incorrectly shown as "Street" on all plan sheets (including the Survey). Please correct to NW 151 Avenue. 47. Add an "E" to the "Lake Boynton _states Plat 4-fA" on Sheets C-2 and C-3. 48. Provide information regarding whether the area for the future recreation hall will remain natural or will be cleared and grubbed (which will require permitting). A fill permit will be required for import of any fill material. 49. Correct the street callout in the site location inset to read SW 8th Street (Sheet C-2). 50. 51. A Clearing and Grubbing permit and an Excavation/Fill Permit will be required and may be applied for prior to site plan approval. 52. Paving, Drainage and site details as shown on CE sheet C4 will be reviewed for constructability at the time of construction permit application. UTILITIES 53. All utility easements shall be shown on the site plan and landscape drawings (as well as the Utility Plan Sheet) so that we may determine which trees may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future. The LDR, Chapter 7.5, Article I, Section 18.1 gives public utilities the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of-way. 54. Palm Beach County Health Department permits will be required for the water and sewer systems serving this project (CODE, Section 26-12). Dept. of Public Works, Engineering Division Memo No. 03-141 RE: St. Gregory Armenian Church, New Site Plan - 1 st Review, NWSP 03-013 July 7, 2003 Page 5 55. 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)). 56. 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. 57. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable water. City water may not, therefore, be used for irrigation where other sources are readily available. 58. Water and sewer lines to be owned and operated by the City shall be included within utility easements. Please show all proposed easements on the engineering drawings, using a minimum width of twelve (12) feet. The easements shall be dedicated via separate instrument to the City as stated in the CODE, Section 26-33(a). 59. This office will not require surety for installation of the water and sewer utilities, on conditions that the systems be fully completed, and given to the City Utilities Department before the first permanent meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occupancy. 60. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants, both existing and proposed. [We are aware of an existing fire hydrant just inside the property of the Memorial Chapel property, please reflect this on this plan. There is also a 2-inch DIP in the utility easement between Lots 8 and 19 of Block 56A, which terminates at this property. There also is a 6-inch DIP water main located on N.W. 10th Court within Leisureville.] 61. PVC material not permitted on the City's water system. All lines shall be DIP. 62. Appropriate backflow preventer(s) will be required on the domestic water service to the building, and the fire sprinkler line if there is one, in accordance with the CODE, Section 26-207. 63. 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. 64. The LDR, Chapter 3, Article IV, Section 3(P) requires a statement be included that utilities are available and will be provided by the other appropriate agencies. This statement is lacking on the submitted plans. 65. Utility construction details as shown on Civil Engineering (CE) sheets C5 & C6 will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual; they will be reviewed at the time of construction permit application. 66. Provide additional information/details regarding access to the proposed lift station. , , Dept. of Public Works, Engineering Division Memo No. 03-141 RE: St. Gregory Armenian Church, New Site Plan -1st Review, NWSP 03-013 July 7, 2003 Page 6 67. Conflicts exist in the southeast corner of the parking lot (well and pump, dumpster enclosure, lift station, and landscaping.) Additionally, the Irrigation Plans show a 3HP pump where Landscape Plan shows a Live Oak. Staff recommends revising the plan to ease the congestion and address the conflicts. 68. On all appropriate sheets, show the lift station screened from public view by a six (6) ft. CBS wall. LL/jb Cc: Jeffrey R. Livergood, P.E., Director, Public Works (via e-mail) Peter V. Mazzella, Deputy Utility Director, Utilities Ryon Plancer, E.I., Roadway Engineer (via e-mail) 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 Ken Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail) File S:\Engineering\Office Associates File\Logan\03-141 St. Gregory Armenian Church 1st Review.doc DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION MEMORANDUM NO. 03-143 TO: Michael W. Rumpf, Director, Planning and Zoning FROM: Laurinda Logan, P.E., Senior Engineer DATE: July 8, 2003 RE: Review Comments New Site Plan - 1 st Review St. Gregory Armenian Church File No. NWSP 03-013 Please add the following comments for the St. Gregory Armenian Church, which were inadvertently omitted from our main response. UTILITIES 1. The proposed lift station and on-site force main shall be private. So, please indicate on the plans. 2. Increase the size of the force main to four (4) inches at the property line (the portion belonging to the City of Boynton Beach). 3. Provide a "pig launcher" at the property line on the force main. 4. Provide a second water main tie-in (loop) to the water main on W. Ocean Dr. 5. 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, by showing all hydrants, both existing and proposed. 6. Provide engineering plans showing all proposed off-site improvements (water, sanitary sewer, etc.) 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./ 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 Ken Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail) File S:\Engineering\Office Associates File\Logan\03-143 St. Gregory Armenian Church 1st Review - Addnl Comments,doc ST. GREGORY AREMENIAN CHURCH NWSP 03-013 1st Review Planning July 21,2003 The site area on the site plan (sheet SPA-I) and landscape plan (sheet L-Ia) must match the survey (2.5 acres or 180,902 square feet). This will affect all other site data. The total impervious and pervious area on the landscape plan tabular data should equal the total lot size (180,902 square feet). The lot coverage on the site plan (sheet SPA-I) is incorrect (23,475 square feet / 180,902 square feet = 12.97% lot coverage). On the site plan (sheet SPA-I) tabular data, the Future Land Use designation is not "Church" but rather, "Moderate Density Residential (MoDR)". The Palm Beach County Traffic Division reviewed and approved the traffic impact statement for a 14,405 square foot church. This does not match the project's proposed church area. Please clarify . The size of the parking stalls and drive aisle is subject to the Engineering Division of Public Works' review and approval. On the site plan (sheet SPA-I) tabular data, indicate the required and provided parking per phase. On the site plan (sheet SPA-I) tabular data, for the ease of determining the required parking, please indicate the parking methodology for each use. For example, offices - 853 square feet @ 1/200 square feet = 5 spaces. On the floor plan (sheet SP A-4), identify each use and its respective building area. Provide a sketch or elevation of the north building fa9ade after the completion of Phase I but prior to the commencement of Phase II. Provide paint swatches for the elevations (Chapter 4, Section 7.D.). The removal/relocation of landscape material is subject to review and approval of the City Forester / Environmentalist. One (I) tree is required for every 30 linear feet (Chapter 7.5, Article II, Section S.D.). Trees proposed along the west landscape buffer appear to be spaced greater than one (1) tree per 30 linear feet. A signature tree (such as a Yellow Elder, Tibouchina Granulsola, or Bouganvillea) is required at both sides of the project entrance / exit proposed at Northwest I sl Street. The signature trees must have 6 feet of clear trunk if placed within the safe-sight triangle (Chapter 7.5, Article II, Section 5.N.). Alternative plant material may be substituted if the above referenced plant material is not available or undesired. Any substitution of plant material (for the signature tree requirement) will be subject to the City Landscaper / Environmentalist review and approval. All trees are required to be at least 12 feet overall height and three (3) caliper inches at the time of installation (Chapter 7.5, Article II, Section 5.C.2.). All shrubs and hedges are required to be at minimum 24 inches in height, 24 inches in spread, and planted with tip-to-tip spacing measured immediately after planting to adequately cover the planted areas on the site (Chapter 7.5, Article II, Section 5.CA.). Fifty percent (50%) of all site landscape materials must be native species (Chapter 7.5, Article II, Section 5.P). On the landscape plan plant list (sheet LP-I), indicate by asterisk, the native species to ensure that at least 50% of landscape material is native. Separate and indicate the proposed plant material into the following categories: Shade Trees, Palm Trees, Shrubs I Hedges, and Groundcover. Please tabulate the amount of native material in each plant category. Place a note on the landscape plan that all above ground mechanical equipment such as exterior utility boxes, meters, transformers, and back-flow preventers shall be visually screened (Chapter 9, Section 1O.CA.). 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. Provide a detail of the dumpster enclosure All signage is subject to review and approval of the Planning & Development Board and City Commission. Will there be monument sign proposed for the project? If so, provide a detail of the sign area, including the dimensions, exterior finish, and letter color(s) (Chapter 4, Section 7.D.). All signage is subject to review and approval of the Planning & Development Board and City Commission. The elevations shall indicate the location of the proposed wall signs, including their dimensions, sign type, and letter colors. The detail of the typical outdoor freestanding lighting fixture should include the overall height, exterior finish and color(s). The design, style, and illumination level shall be compatible with the building design (height) and shall consider safety, function, and aesthetic value (Chapter 9, Section 10.F.l.). A minimum average light level of one (1) foot candle shall be provided with no more than 10% of the spot readings below one (I) foot candle and not below Y2 foot-candle. The structure shall be able to withstand 140 wind loads (Chapter 23, Article II.A.l.a). The width of the driveway openings is subject to the Engineering Division of Public Works' review and approval. Driveway openings shall be at minimum 25 feet in width (for 2-way traffic) and no more than 36 feet in width (Chapter 23, Article II.H.).