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REVIEW COMMENTS 7.B.3 FIRE STATION #2 (NWSP 03-015) NEW SITE PLAN DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 03 -275 STAFF REPORT FROM: Chairman and Members Planning and Development Board and City Commission Michael Rumpf \\ v'f-; Planning and Zoning Director Ed Breese ~ Principal Planne~ TO: THRU: DATE: November 13, 2003 PROJECT NAME/NO: Fire Station #2/ NWSP 03 - 015 REQUEST: New Site Plan PROJECT DESCRIPTION Property Owner: City of Boynton Beach Applicant: David Stump and David Lui Agent: David Stump and David Lui Location: Woolbright Road Approximately 650 feet west of Congress Avenue (see Exhibit "A" - Location Map) Existing Land Use/Zoning: Public and Private Governmental/Institutional (PPGI) / Public Use (PU) Proposed Land Use/Zoning: No change proposed Proposed Use: Request site plan approval for a two-story, 29,234 square foot fire rescue building on a 3.9-acre parcel. Acreage: 3.9 acres Adjacent Uses: North: Right-of-way for the Lake Worth Drainage District (LWDD) L-26 Canal, then farther north is developed single family homes (Lakes of Tara) with a Low Density Residential (LDR) land use designation, and zoned Planned Unit Development (PUD); South: Right-of-way for Woolbright Road, then farther south is developed single family attached homes (Quail Run Villas) with a Low Density Residential (LDR) land use designation, and zoned Planned Unit Development (PUD); Staff Report - Fire Station #2 (NWSP 03-015) Memorandum No PZ 03-275 Page 2 East: West: Project size: City of Boynton Beach water storage facility with a Public and Private Governmental/Institutional (PPGI) land use designation, and zoned Public Use (PU), then farther east is property developed with professional offices with a Local Retail Commercial (LRC) land use designation, and zoned Community Commercial (C3); Right-of-way of Woolbright Road. The project consists of a 29,234 square foot building housing fire personnel and apparatus as well as fire administration. Site Characteristic: The subject parcel is comprised of a long, pie or wedge-shaped piece of land approximately 1,290 feet long and approximately 188 feet wide at its widest dimension and 30 feet wide at the narrowest dimension. The parcel is vacant and situated between the northern edge of the Woolbright Road right-of-way and the southern edge of the Lake Worth Drainage District L-26 Canal. The survey shows that the highest elevation is 14.4 feet above sea level, located near the northeast corner of the site. Proposal: Concurrency: Traffic: Drainage: School: Driveways: BACKGROUND The City proposes to construct a two story, 29,234 square foot fire rescue station to better serve the southwest section of the City. The project consists of 23,339 square feet of operations, office and living space (including approximately 1,000 square feet of multi-purpose room space for city and community activities) and nearly 6,000 square feet of apparatus bays to house the trucks and equipment. ANALYSIS A traffic impact statement for this project will be required prior to issuance of a building permit. No permit will be issued prior to determination that the project meets the Traffic Performance Standards of Palm Beach County. Conceptual drainage information was provided for the City's review. The Engineering Division has found the conceptual information for the subject property to be adequate and is recommending that the review of specific drainage solutions be deferred until time of permit review (see Exhibit "C" - Conditions of Approval). This project is exempt from the school concurrency requirements of Palm Beach County. The subject property fronts on Woolbright Road. Proposed on-site circulation consists of a driveway entrance/exit for the general public and employees at the west end of the property and a separate entrance/exit for fire rescue vehicles. Staff Report - Fire Station #2 (NWSP 03-015) Memorandum No PZ 03-275 Page 3 Parking Facility: Parking required for this type of facility is based on one (1) parking space per bunkroom (13) and one (1) parking space per 300 square feet of office space (9,000), for a total of 43 parking spaces. The plan as designed accommodates 52 parking spaces, including 3 handicap spaces, an excess of nine (9) spaces. Landscaping: The proposed pervious or "green" area of the lot would be 97,574 square feet or 56.28% of the total site. The landscape plan tabular data (Sheet L2.1) indicates that 61 trees, 130 palms and 7,231 shrubs are being provided. Typical trees being utilized in the planting scheme include Gumbo Limbo, Live Oak, Orange Geiger and Yellow Tabebuia, with Sabal and Solitaire palms. Shrub materials selected for the site include Indian Hawthorne, Ixora, Viburnum and Macho Fern. A decorative wall, painted to match the building is proposed along the north property line with Viburnum hedge along the outside (north side). Building and Site: Building and site regulations will be fully met when staff comments are incorporated into the permit drawings. The proposed two-story fire rescue building would have varying roof heights, with the highest of the peaked roofs at 40 feet in height. The maximum allowed height in the PU zoning district is 45 feet. The floor plan (Sheets A2.1 & A2.2) shows the first floor as lobby, living quarters and apparatus bays, with the second floor housing the administrative offices and multi-purpose room. Sheets A3.1 & A3.2 provide an illustration of the building facades, with CBS walls, stucco finish and score lines, decorative trims and mouldings, barrel roof tiles and bahama shutters, providing a mediterranean revival design theme to the structure. Design: The elevation drawings (Sheets A3.1 & A3.2) show that the building would be designed as a very attractive fire station with the fa~ade improvements discussed above. The body of the building would be stucco and painted a cream color (BM Paints - "Wellesley Buff" 107). The accent body color is proposed to be painted a slightly darker cream color (BM Paints - "Canyon Lands" 109). The trim / banding areas are all proposed to be painted a tan color (BM Paints - "Wood Ash" 1065). The fascia is proposed to be painted white (BM Paints - "Simply White" OC117). The barrel tile roof is a blend of muted colors chosen to match the paint scheme (Pioneer - Harbor Blend). The apparatus bay doors are to be painted to match the color of the building as part of the mitigation associated with the Community Design Plan Appeal application (CDPA 03-002) presented as part of this project. Signage: The signage, according to Sheet L2.1, will be a monument sign approximately five (5) feet tall by 8.3 feet in width, arched to follow the design of the building. The sign will contain the same type of building materials and paint colors and feature the City logo as well as the numerical address. The actual lettering will be 4" flat aluminum letters painted "Petina Green". The lettering on the building is proposed to follow the same style and type lettering as the monument sign. Staff Report - Fire Station #2 (NWSP 03-015) Memorandum No PZ 03-275 Page 4 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 and contingent upon the approval of the Community Design Plan Appeal (CDPA 03-002) associated with this project. 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. Location Map FIRE STATION # 2 H-~ ~ ~~ I~, : I i\,....)" I' I~ r,,// _ !b :,-G ~~,,1( I :~ =",:,,,, II ' _" , I ,\ ~ 'I" ~ 'il, ",~--"-" II '-, ,~~ IH' '" ' . ,: " , : / i~~/,,~HL-,~ Ir:~i--<,/' I' II. ,,'v. ! \ ~/ ,./'1 "" I )--1 ~ !-- In~f>~f< \" ~i' ' \ )-~i II ~'<~"'~ ~ '\/~'\~!"" /\y, qf= I ~>J~ Ii ~ f~~' (uj -rw1t;}v?i' !":l h \ /lJ;;;,J/'~" ,\), I 'df~-~IN /f;, \ '') (/ ,r i ! I ' I ii" \', ~ll V/~\ ",,-> 1 ,i, , ! -r " ! ~' ''''! I I I ! I I , I 1\ / : ! 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BOYNTON BEACH FIRE STATION #2 BOYNTON BEACH FlRE STATION #2 b ~ ';l -Ill PARTIAL LANOSCAPE WOOLBRIGHT BOULEVARD NO, DATE BY ~ h PLANTING PLAN BOYNTON BEACH, FLORIDA CHRISTOPHER w. DEUAGO DSGN APVD FlORIMLAllB886678 C. DEllAGO C. DEUAGO RFIJ.C:E OF DOr.I1UENTS' ~s nor:llMENT AND TH!;; IDEAS AND nE1tlONS INr.oRPOAATED HERlEIN. A$: AN INSTRIIMENT OF PROFEJC:SIONAl Sl;RVlr"; IS THE PAOPER1Y OF ~ ~ ~ ~ III ! g ~ I! ~ ~ ~ 2 ~ I i ~. ~ l . ~ ~ ~ ~ ~ ~ E I iE=;Jrnl 0 ~1llI~ 8 ~ ~~ II "Ii! ~ ;1;1 ;I !~ i m~ ~ ~, f ~~ ~h z.., ~:~ ~..~ ~ " !! . !! !! !l. !I . ~ i I ~ I ~ . ~ ; ~ i ~ ~ ~~D ~ ~ n i I ~ ~ I h l I ~ ~ i i i ~ ~ /' EXHIBIT "B" > ~N zO IJO?; d 00.. fTI:p oo~ " ft ~ ~ ~ ~ ~ !llilll~ ~ ~ ~ I.m I ~ j I ~u - ~ ~ s~! I ~ ~ ~~ s ~ c ;ij m s: m z -f 00 ji iji ji ji ..~ i..~ ..~ ..I ~I!: . ~~ ~lS ~I$ r Ir r r ;1 I .. s ~- IgM e~ g~ i ~- UM ~~ m8 ~ I ~ i i ~ . ; i i! ~ lil] !'l ~ 1jl ~ ; ~ ~ " ." CH2MHILL ONE HARVARD CIRCLE ~ n~ WEST PALM BEACH,. FWRIDA 333409 ~ AACOOI992 EIlOOOOO72 LC26000188 r 0 ~ i lANDSCAPE CITY OF BOYNTON BEACH ~ N BOYNTON BEACH FIRE STATION #2 BOYNTON BEACH FIRE STATION #2 I> ~ ';l H PARTIAL LANDSCAPE WOOLBRIGHt BOULEVARD NO, DATE BY ~ PLANTING PLAN BOYNTON BEACH. FLORIDA CHRlSTOPttER w. DEUAGO DSGN APYO FL.ORlDALAll88llllS78 c. DEUAGO c. DEUAGO REUSE OF DOCUMENTS- Tl-IIS DOr:I)MleNT AND THI; ID!;AS ANn OF~nNS W('.oRPORA~ H!;R!;:IN A.f> AN IN$;TRIIUENT OF ~ROFE!::'''=;lnNAl !;l!:RVIr.E.lC; THE PRnPFRl'V OF ~X11ll !!; mo iij.,~"~' -< 'c: ~ md ::! en 2: ~ ill );! III ~ :t ;....r ~ ~ 00 gZ:I: ,~ g:,:!! .~ i>,>Jrh l' en ,i Ii I r! ,i I III it EE to ~ ~ en :l: ~ '" .. en 8 ~ z " i j j , , ! ! o ~ 0 CH2MHILL ~d - r !'.l LANDSCAPE ~ ~ BOYNTON BEACH FIRE STATION #2 ~ i PLANTING SCHEDULE ~ AND DETAILS 8~ ~' i~aJ ~~~.il ~~i;~ o~(/)mn. ~o.~~ ~~~~~ 01 1'Il13t; hIli ~ 2 ~ a~a~~ ~ ... .. -< 1~ln i'JRE Inn i I Ilf ~ ~Iq z -l en 15 z EXHIBiT "B" ~ "tI'" "U "" n~w 06 en . ~ 0 -<:l: c ::;:' Z ~ iii!! ~~ :j " "tIr- 0 " en Z ;0 g . Ii -< (j') () ri > en "tI (') ~ ! ~ I ~ ~ m 0 ;;l i~ '" r c 0 r ;0 "tI m ~ il1l " ~ 0 2l c /; I~ I ~ ) i;~~ "- .. II h ~I 8 w !I !~ II \~; '-J ~ I EJ~~~lInrn o~~0i0Q0G9~t00n ~ I- ~~;.-. .Ot ~ ~ ~. ~ ~ ~ ~ ~ ~ ~ 1;;Q ~ ~ ~ ~ ~ ~ ~ ~ ~ l- I i ~ ~ Ii I ~ ~ I ! ~ I I ! m~ i 1~I~iii i . ~ ~ I i ~ I II I I ; ~I II I Iii II ~ I i~ h~i~~._~~ ~ ~m~aF~~ ~i I ~ ; I g S ~ I 2 I ~ i I I ~ 0 i i ~ (/) ~ ~ · ii ~ m il I- . . . . . . . . . . . a ~~ Ie ~e ~e r~~ mn~ m ~ ;;~ ~~ ~~ ~~ ;; ~~ ~h~ ~. g- g" o' g o' n g' I p p . "0 ~ -p i I : , i E.... ~ Ii ~ m ~ m l- . . ~ . . . ~ . J ~i' ~~ . ~ ~I~~l ~!l ~ 0 >~~~-::t,- > i ~ ~~ " " ~~~f ~~~ U i c> i ~~ ~!~ . , Ii ~ - I I I IlIi II l' I 111111 II i P I!i Ii i II Ii j ~ III __K1M: .-- - ONE HARVARD CIRCLE WEST PALM BEACH, FLORIDA 333409 AAOXII992 EBOOOl1072 LC26000IU I I i 11 l "., [~h ~ i I I ~ ~~~ I ~ ~~II ~ !il ill , I 10 L -' ~ ~ ii'lil ~. III I- 1:1 m lill ~ IIi' .. 1.1 ! I; ~ .1 m ~ , 11 , : I ~: c..:. ~ ~ ~ '" ~ -l ~ o ~ F CITY OF BOYNTON BEACH BOYNTON BEACH FIIU! STATION It2 WOOLBRIGlITBOULEVARD NO. DATE BOYNTON BEACH, FLORIDA CHRISTOPHER W. DELLAGO DSGN FlORIMLAelIl!eM78 C.OEUAGO ~ II- S:I! I .~ I II IIi d! · i:!1 Ii r' I ,I ~~ 1 APVD c. OELlAGO BY RFlJSF OF DOCUMENTS. Tl-m:; oor.lIM~NT ANn THE IOEAS ANO [)f;'!:;lAN~ INl'.oRPnRATSl HEREIN AS AN INS'TRIIUiONT OF PROFE~AA'WAl ~ERVlr.E. llil THiO PROPERTY OF ~.~ I :alJTOl.o:JHfC8rTUI ",~,..",,,,",,,,,,,,,,,,," I I ~ I) U II I ~I Ii ~dl u ~ I ~~ 2~ ~n ~ . I I ~; a~ ~ Ii i~ ~' ~= il~ ~i ~1 it ii ~ 1= ! " I ~ ~ ~~ I~.i I II liil ! EXHIBIT "B" .. ~ I , , " " , , / II , II I I I I I ) / I i~ i I~ H [ .J ~ a~ ~ . f ~c _ d i II ~~ ~~ i~ P Hi ~ p 6 '1 I If , ~. I H . f Ui iio ~I " ~ " CH2MHILL ONE HARVARD CIRCLE ~ ~ e ~ WEST PALM BEACH, FLORIDA 3J~ B S AACOOI992 EBOOOOO72 l.C26QOO 188 r- 8 ~ ~ 0 LANDSCAPE CITY OF BOYNTON BEACH ~". ~ BOYNTON BEACH FIRE STATION #2 BOYNTON BEACH fCRE STATION Jil2 ~~ H SITE LIGHTING WOOLBRlGKT BOULEVARD NO, OArr BY i:: AND PHOTOMETRICS BOYmON BEACH, FLORIDA .lo*oCK S. BARTON OSGN APVD II FlOflIDA.PE012461 G. GOLDSMITH J. BARTON RElI.<;E Of' OOClllAF,,"t;" THI~ [)(l('.tIM~,," AJ.lO TH~ IOEA$; "''''0 nE~(;,f<,j~ 1Nl"".l'lRPORATEO WFREIN A..c; AN IN$;.TRlllAFNTOF PROI';Fl';$;IONAL !';F;:RVV".f: 15> THE PROPFRTY OF .. ~ " ~~ ~ ~ 8 0 .... ::: ~ -~ ~;, ~I:! ~) ".. :ii~ ~~ "& ~~ ; s;j ~ z ifUifH~ al !!i r ~ S.f H H Q l Z iil ~ i H !l - ,,'lH li ~r.~ ~ f i ~ ~ I ~, " H'!l ~ Is i iP' [~ ~~ "'l if ! ~ ~ ~ !ll';gg!ll';!lg nun', H~f~iU~ ~ r'hf~IU ~ r.5'h poi 9, ~i~;g "He?: ~ f ~~ ~l ~ ~- xI i!l H it "if ~ it h~ 1 l~ ~il m ~ . ~ ~ ~ ! < " I ~ ~ i ~ ~ ~ 3 ~ r m Gl m z o " " ~ ~ ~ ~ ~ ~ ~ ~ I I Ii Ii CH2MHILL r I r_-J S~ C_1 /> I-I <\ j '- l" "'" '" """ "" "" '" """"'" '" , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , i ~I , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , II '"'' ", .."" "" '" '" 7.<1' ONE HARVARD CIRCLE WEST PALM BEACH, f1.ORmA ])]409 AACOOI992 E8OOOOO72 LC26OOO188 ARCHITECTURAl BOYNTON BEACH FIRE STATION #2 FIRST flOOR PLAN CITY OF BOYNfON BEACH BOYNTON BEACH FlRE STATION 112 WOOLBRIGHT BOULEVARD BOYNTON BEACH, FLORIDA NO. DATE ANDERSON w. SlOCOM8E DSGN fl.()RlM AA 00l&t1, A. SlOCOMBE " ~ " ~ r: " q ~ c z " ~ ~ BY REII~E OF OOCUMENTS. THIS Q()('.lIUENT AND THE 10EA$ AND OESIf"~S INf":ORPORAn:;O HE"REIN AS AN INSTRUUENT Of PROl='F.SSlrwAl SERVlr.E IS ~E PROPERTY OF APVD A. SlOCOMBE EXHlBIT "B" ..'... "'~ 0 0 ~) U ~~ n u ~ ~~ 00- ~~ ~~ C' ,,~ . oq; 02 ~ ;;oE 'tl > ~ Z S~ H ~ H 0 ~ ~5 0 ~ ~ U i 0 ~ g~i 0 .~ .~ .~ .~ .~ :is i ~ ~ ~ ~ ~ c c ~ ~ =i =i ~ ~ , ~ ;; 11 ~ i\) r m G) m z o ~ ~ ~ ,; ~ ~ ~ ~ ~ a~~~~ ~~ ~~ g~ ;l~ 8 l!l \l i ~ " " ~ ~ " ;t riI ~ ~ ~ ~ ~ ~ ~~~~ is ~ rrr B ! ~ i ~ z z o f .3 ~ c ~ " " ~ ~ ~ m c 8 l!l \l ~ " " ~ ~ m~~! i ~~~~~~ ~ ~o~~~~ :0 E~~ ~~ ~ 25z!B !!as:; ~ (;)~ i~ ~z!'J :~ tj~ v. ::EfJ:l ~ ~ ~ \l " g; ~ '!i S ~ ~ o o ~ ~ ~ g o ~ 'I <n ~ ~ ~ g o c ~ o '" " ~ ;'l 8 i ~ ~ ~ ~ ~ ~ 'I '" r ~ 8 ~ m ~ ~ OJ c r g z G) o o o m }> z }> ~ C/l (jj IJ i" ~~gZ ~ ~ ~~~~ ;z;i G) ~~~~~~~~ ~~ o 8~~i~!~'1 m~ l ~~r~!:JU2~ ~~ .(; O-jm~~:r~Z~ ~! ~ ~~~~~;~~ ~~ fJ ~~~~~~~z 8 m;!!~~~~O ~ g ~o ~~~ ~~~ ~8 8~ ~ il ~E~ ~ ~~~ $ ~liQ ~ ~ S ~ ~ Iii ~ ill !i1 m ~ g ~ ~ ~ 6 ~ z c II > ~~~ ~n -00 i&~~ ~~i: acc =iF? ~~~ "" ~~ ~~ Z ill ~~~~ : ~ o ~ ~ ~ i1' " z o f .3 tl~~ i::-;; w . ~~~ _~~~8:~~< ~ ~;II~;l~~~ ;II ~~~~~~g O~r- .21~~ ~qm~2l~ ~ ~:;~ :0 ~ ~o" - -~ n'i'Ji'Jili;'l "" ~oSFIl !DOl ~~2a ~~ ~~~i 80 Q:r :II ~~ ~ ~ ~~ hl" g:g 00 iIlC ~J "z ill 'I ga ~g iIl~ ~: lik ~~ ~~ ONE HARVARD CIRCLE WEST PALM BEACH, FLORIDA 333409 AACOOI992 EBOOOOO72 LC26lXlO181 CH2MHILL ARCHITECTURAl CITY OF BOYNTON BEACH BOYl'ITON BEACH FIRE STATION 112 WOOLBRIGHT BOULEVARD BOYNlON BEACH, FLORIDA BY Al'VD B ~ ~ -" i: ~~ BOYNTON BEACH FIRE STATION #2 SECOND FLOOR PLAN APYO A. SLOCOMBE NO. DATE AHDERSON W, SlOCOMIlE DSGN FLORlMAAOO1&t11 A. SLOCOMBE RFlJSF OF OOCLJUENTS' T1-lIS DOr.IJlAFtr.lT AND THE InFA.~ AND rn;:~~tr.l1; 1.........nRPORATFn HER!;Itr.I AS AN IN!,;TRlIMFtr.lTOF PROFFs..~IONAl SERVJr.E IS THF PROP!;RTY OF ~ ~ ~ ~ " ~ c ~ e ~ > ~ .... ~ 1~ ll~ ,,~ 8 ~ 0" "'0 "" il c: ~ z ~ ~ -C/l '0 ~c "--i I m r m ::;: '-l 6 z / I I ~~ 8 " b~ .~ I I I I I I I I I I I I I I I I ,: I I ! II ,~ ~ ~~ ~ ~ z~ q ~ ~~ ~ CH2MHILL ARCHITECTURAL BOYNTON BEACH FIRE STATION #2 EXTERIOR ELEVATIONS ONE HARVARD CIRCLE WEST PALM BEACH. FLORIDA 333409 AACOOI992 E8OOOOO72 LC26OOO188 CITY OF BOYNTON BEACH BOYNTON BEACH FIRE STATION 112 WOOLBRIGHT BOULEVARD BOYNTON BEACH, FLORIDA EXHI61T "B" ~ - 1~ l~ a;z .; ~ ,,~ "l! ~ ~ ~ I ~ BY RFIJ!"iF. OF DOr.IJUEN"ffi" THl!"i Ot'lr.IIUENT AND THE IOE"A.':; AND OF.!"iI('..N!"i INr.OAPORATFn HEREIN AS AN INSTRt'UENTOF PAnFES.!::IONAI SFRVI('.J; LC:; THE" PAOPI;ATV OF APYO A. SLOCOMBE 1 i 11111 I I I I I I I I I I I I I I I I I I I I I I I I j->l ~c: .g: ~ ~ I ::E m C/l --i m r m ::;: '-l 6 z I I I I I I -) 1 I I I ~ ~ --n ll~ ~ ;: z ll!~qp~p 6~ " ..;.. "g:"8"~ .~ . z ~ " ~ i ~ ~ ~ ~ NO. DArE ANDERSON 'N, SLOCOfr.tBe OSON FlOAIMARCOt&411 A. SLOCOMBE 1~ ll:Z ,,~ ~ l-~ ~~ l~ ~il !W--- c -.;r- ~c ~c _otio ~ ill ~::: "ill "ill .,~" ~ ~ ~~ ~ ~ ~ i ~ "j ~~" ~ I I I I I I I I I I I I I I I I I I I I I I I ~ ~ z o ;0 --I I m r m ~ '-i 5 z / m~ Zm po o~ 0m <:0 illS ~ ~ ~~ a z ";0 ~ I I ;~~ ~~ . Z ~ ~ ~ ~ :0 ') I ~~ ~~ ~H~ .. g: . g: . 0 . p ~ ~ ~ g ~ ~ ~ ~ CH2MHILL ONE HAJlVARD CIRCLE WEST PALM BEACH, FLORIDA 333409 AACOOI992 EBClOOOO72 LC26OOO188 ARCHITECTURAl BOYNTON BEACH FIRE STATION #2 EXTERIOR ELEVATIONS CITY OF BOYNTON BEACH BOYNTON BEACH FrRE STATION /1!2 WOOLBRlGIIT BOULEVARD BOYNlON BEACH. FLORIDA EXHISIT "B" lll~ ";0 ~ ~~ilj-ill~2 ~i: H.;~ ~ ~ g ~ ~ ~ " '\ I I I I I I 1il ,-il ~ c: ""f C "ill ~ g: ~ ~ ~ ~ I I I I I I I I I I ]il1- I!l<:~o ":"e ~ ~ I I I I I I I I I I I I I I ~ - " ,~ ~C/l "--I m r m ~ '-i 5 z NO. DATE AM>ERSON w. SlOCOMIlE DSGN F1.ORIMAROQ1&411 A. SLOCOMBe APVD A. SlOCOMBE BY RFl j~E OF OO<':UUENTl=l" THll'O OOl"'.IIUFNT ANO THF 1m'...... ",),10 DE~(;N~ INr.oRPORATEO HEREIN AS AN INSTRIJUFNT (')I: PRnfl;l=lSIONAl SFRVlr.F. .S THI; PROPF:RTV OF EXHIBIT "C" Conditions of Approval Project name: Fire Station #2 File number: NWSP 03-015 nd Reference: 2 Review Plans with an October 31, 2003 Planning & Zoning 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. UTILITIES Comments: 3. Palm Beach County Health Department permits will be required for the water and sewer systems serving this project (CODE, Section 26-12). 4. 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. 5. A building permit for this project shall not be issued until this Department has approved the plans for the water and sewer improvements required to service this project, in accordance with the CODE, Section 26-15. 6. Utility construction details 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 (including any updates); they will be reviewed at the time of construction permit application. FIRE Comments: None POLICE Comments: None Conditions of Approval 2 DEPARTMENTS INCLUDE REJECT ENGINEERING DIVISION Comments: 7. Permits will be required from Palm Beach County for driveway cuts. 8. Permits will be required from L WDD for the stormwater outfall into the canal. 9. 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. 10. Irrigation specifications will be provided by the Public Works/Forestry & Grounds Division for incorporation into the plans at the time of permitting. 11. 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. 12. Indicate by note removal/relocation of old fence around the water tank site at time of permitting. 13. Paving, Drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and will be reviewed for constructability at the time of construction permit application. BUILDING DIVISION Comments: 14. Indicate within the site data the type of construction of the building as defined in Chapter 6 of the 2001 FBC. 15. Indicate within the site data the occupancy type of the building as defined in Chapter 3 of the 2001 FBe. 16. The height and area for buildings or structures of the different types of construction shall be governed by the intended use or occupancy of the building, and shall not exceed the limits set forth in Table 500 of the 2001 FBC. 17. Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 2001 FBC. 18. 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. 19. 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. 20. At time of permit review, submit signed and sealed working drawings of the proposed construction. DEPARTMENTS INCLUDE REJECT 21. Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues [Section 3107.1.2, Chapter 31 of the 2001 FBC]: The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation _' _ NGVD is above the highest 100-year base flood elevation applicable to the building site, as determined by the SFWMD's surface water management construction development regulations." a) From the FIRM map, identify in the site data the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. If there is no base flood elevation, indicate that on the plans. b) Identify the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving! drainage (civil plans). 22. Add to the submittal a partial elevation view drawing of the proposed perimeter fence. Identify the type of the fence material and the type of material that supports the fence, including the typical distance between supports. Also, provide a typical section view drawing of the fence that includes the depth that the fence supports are below finish grade and the height that the fence is above finish grade. The location and heights of the fence shall comply with the fence regulations specified in the Zoning Code. 23. 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. 24. 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: The full name of the project as it appears on the Development Order and the Commission-approved site plan. 25. Submit documentation as to the standard used to arrive at the live load calculations shown on Sheet A2.l. PARKS AND RECREATION Comments: NONE FORESTER/ENVIRONMENTALIST Comments: 26. All shade trees on the Plant List must be listed in the specifications as a minimum of 12 feet-14 feet in height, 3 inch caliper at DBH (4.5 feet off the ground), and Florida #1 (Florida Grades and Standards manual) The height of the trees may be larger than 12 feet-14 feet to meet the 3 inch caliper requirement. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.C. 2.] PLANNING AND ZONING Conditions of Approval 4 DEPARTMENTS INCLUDE REJECT Comments: 27. All above ground mechanical equipment such as exterior utility boxes, meters, and transformers shall be visibly screened. Back-flow preventers shall be painted to match the principal structure. Place a note on the plan indicating this requirement. 28. All equipment placed on the walls of the structure shall be painted to match the structure. Place a note on the plan indicating this requirement. 29. Required landscape buffers adjacent to rights-of-way shall contain two layers of plant material. The first layer shall be a combination of colorful groundcver plants and a minimum of two colorful shrub species planted in a continuous row. The next layer shall consist of a continuous hedge or decorative site wall and one tree spaced a maximum 30 feet apart. The continuous hedge (2nd layer) shall be a minimum of 24 inches in height, 24 inches spread and planted with tip-to-tip spacing at time of planting. Sheet L2.1 indicates shrubs at a dimension of 18" x 18". 30. Site Plan approval is subject to City Commission approval of the Community Design Plan Appeal (CDP A 03-002) application that is part of this project. ADDITIONAL PLANNING & DEVELOPMENT BOARD CONDITIONS Comments: 1. To be determined. ADDITIONAL CITY COMMISSION CONDITIONS Comments: I 1. To be determined. I I I S:\Planning\SHARED\WP\PROJECTS\FIRE STATION 2 LUAR\NWSP 03-0 1 5\Condition of Approval 2 page -P&D ORA 2003 form,doc ocr ;,' \ BOYNTON BEACH FIRESTATION #2 Boynton Beach, Florida DRAINAGE CALCULATIONS CAANEY-!'JEUHAUS, INC. 11911 U.S. HIghway 1, Suite 120 Palm Beach Gardens, FL 33408 Tel: (561) 622-1300 Dennis Stevenson, P.E. September 2, 2003 j I \ /' i U /7]0'? It' t Prepared by CARNEY-NEUHAUS, INC. CARNEY-NEUHAUS, INC. FIREST A TION #2 PRE-DEVELOPMENT DATE: 10/27/2003 BOYNTON BEACH, Florida Site Data Acreages 1 Total Site Area = 2. Drainage Project Area= 3. Impervious Buildings (Roof)= Roads and Parking= 4, Lakes= 5, Pervious= 3.9800 Acres 3,1934 Acres 0,0000 Acres 0.0803 Acres 0.0000 Acres 3,1131 Acres Water Level Elevations 1. Wet Season Water Table = 2, Average Water Table Elevation= 3, Average Site Elevation= 4. Average depth of Water Table= 5, Soil Storage = 8.50 8,50 12.00 3.50 8.18 Ft. NGVD Ft. NGVD Ft. NGVD Ft. inches Rainfall 10 year one day 25 year one day 100 year one day = 8,00 Inches 9.00 Inches 12,00 Inches 10 year three day 25 year three day 100 year three day = 10.87 Inches 12.23 Inches 16.31 Inches Design Criteria A. Quality 1 Minimum required detention volumeis the greater of: a. The first one inch of runoff from the entire site b. The amount of 2.5 inches times the percentage of impervious Computations A. Quality 1. The first one inch of runoff from site: 1,00 Inch X 3,19 Acres X 1 ft /12 inches 0.27 AC.-Ft. 2, The 2.5 inches times the percent of impervious: a, Site area for Water Quality (W,Q,) pervious/impervious calculations only: Site Are ( Water Area + Roof)= 3.19 ( 0,00 + 0,00) = 3,19 Acres Site W,Q. Per/lmper. b, Impervious area for water quality pervious/impervious calculations only Site W.Q. Per/lmper Area - Pervious 3.19 3.11 = 0,08 Acres Impervious W,Q. PerJlmper. By: Z.M.J. PRE-DevelpomenFIRE2 Page 1 of 3 Rainfall c, Percent of Impervious for W,Q.: (Impervious W.Q, 1 Site w'Q.) x100%= 0,08 1 3,19 x 100 = 3 % Impervious d, For 2.5 inches times the percentage impervious: 2,5 inches x 0.03 = 0.06 Inches to be treated e, Volume required for W.Q. detention= Inches to be treated x (Site Area- Lake Area) 0,06 x (3.19 0.00) 112 = 0.02 3. The required volume for water quality detention is = 0.27 Ac.-Ft SCS Curve Number The Average depth to the water table= Average Site Grade - Av. Water Table = 12.00 8.50 = Maximum 4 Ft of Storage is assumed 3,50 Ft 3,50 Ft of storage Depth Available Soil Storage: Soil Storage x Pervious Area x1 Ft/12 Inches 8.18 x 3.11 x 1/12 = 2.12 AcH. Available soil storage onsite Convert available soil storage onsite per site area 2.12 1 3,19x12in/Ft= 7,97in,ofsitewidesoilstorage,S SCS Curve Number, CN CN 1000/(S + 10) 10001 ( 7,97 +10) = 56 SCS Curve Number Calculate Storm Discharge: Q = Runoff in Inches P = Rainfall in Inches S = Soil Storage (site wide) in Inches = Q1 = Runoff from entire site in AcH. 7.97 Calculated Above Q = (P - (0.2x S))^2 1 (P + (0.8 xS)) Q1 = Q x Site Area (Ac.)x 1 Ft/12 in, Page 2 of 3 By: Z,M,J. PRE-DevelpomenFIRE2 Rainfall RAINFALL EVENT P Q Q1 7,00 2.18 0.58 8.00 2,85 0,76 10 year one day 8.00 2.85 0.76 9,00 3.57 0.95 10.00 4.31 1.15 25 year one day 9,00 3,57 0,95 10 year three day 11.00 5.09 1.35 12.00 5.89 1.57 13,00 6.71 1,79 100 year one day 12.00 5,89 1,57 25 year three day 12.23 6,08 1.62 14,00 7.55 2.01 15,00 8.41 2.24 16.00 9.27 2.47 17,00 10.15 2.70 18.00 11.04 2.94 100 year three day 16.31 9.54 2.54 Page 3 of 3 By: Z.M.J. PRE-DeyelpomenFIRE2 CARNEY-NEUHAUS, INC. FIRESTATION #2 STAGE/STORAGE CALCULATIONS SITE DATA PRE-DEVELOPMENT r'TE: 10/27/2003 -,OYNTON BEACH, Florida Total Area = Buildings = Site - Bldgs= 3.1934 ac. 0.0000 ac. 3,1934 ac. Stage Increments (ft) Site PAVEMENT 0.25 Low Elevation 10.20 11.00 High Elevation 13.40 12.00 Area (sq.ft.) 135605 3500 Site Area - Bldg. Area= SUMMARY Area (acres) 3.1131 0.0803 0.0803 aC.ft Storage :::itorage IUIAL Stage Elev. (ac.ft.) (ac.ft.) Stage Elev. (ac.ft.) 10.00 0.0000 0.0000 10.00 0.00 10.25 0.0012 0,0000 10.25 0.00 10.50 0.0438 0.0000 10,50 0.00 10.75 0.1471 0.0000 10,75 0.00 11.00 0.3113 0.0000 11,00 0.00 11.25 0.5363 0.0025 11.25 0.00 11.50 0.8220 0.0100 11.50 0.01 11.75 1 .1686 0.0226 11.75 0.02 12.00 1.5760 0.0402 12.00 0.04 12.25 2.0442 0.0603 12.25 0.06 12.50 2.5731 0.0803 12.50 0.08 12.75 3.1629 0.1 004 12.75 0.10 13,00 3.8135 0,1205 13,00 0.12 13.25 4.5249 0.1406 13.25 0.14 13.50 5.2922 0,1607 13.50 0.16 CARNEY-NEUHAUS, INC. FIRESTATION #2 POST DEVELOPMENT DATE: 10/27/2003 BOYNTON BEACH, Florida Site Data Acreages 1 Total Site Area = 2. Drainage Project Area= 3. Impervious Buildings (Roof)= Roads and Parking= 4. Lakes= 5. Pervious= 3.9800 Acres 3.1934 Acres 0.2854 Acres 1.2617 Acres 0.0000 Acres 1,6463 Acres Water Level Elevations 1. Wet Season Water Table = 2. Average Water Table Elevation= 3. Average Site Elevation= 4. Average depth of Water Table= 5. Soil Storage 8.50 8.50 12.50 4,00 8,18 Ft. NGVD Ft. NGVD Ft. NGVD Ft. inches Rainfall 10 year one day 25 year one day = 100 year one day = 8.00 Inches 9.00 Inches 12,00 Inches 10 year three day = 25 year three day = 100 year three day = 10.87 Inches 12.23 Inches 16.31 Inches Design Criteria A Quality 1 Minimum required detention volumeis the greater of: a, The first one inch of runoff from the entire site b. The amount of 2.5 inches times the percentage of impervious Computations A Quality 1. The first one inch of runoff from site: 1,00 Inch X 3.19 Acres X 1 ft /12 inches 0,27 Ac,-Ft. 2. The 2,5 inches times the percent of impervious: a, Site area for Water Quality (W.Q,) pervious/impervious calculations only: Site Are ( Water Area + Roof)= 3.19 ( 0.00 + 0,29) = 2,91 Acres Site W.Q. Per/lmper. b. Impervious area for water quality pervious/impervious calculations only Site W.Q. Per/lmper Area - Pervious 2,91 1,65 = 1.26 Acres Impervious W.Q. Per./lmper. By: Z.M.J. POST -DevelpomenFIRE2 Page 1 of 3 Rainfall c. Percent of Impervious for W.Q.: (Impervious W,Q. 1 Site W.Q.) x100%= 1.261 2,91x100= 43 % Impervious d, For 2.5 inches times the percentage impervious: 2.5 inches x 0.43 1.08 Inches to be treated e. Volume required for W,Q, detention= Inches to be treated x (Site Area- Lake Area) 1.08 x (3.19 0,00 ) 112 = 0,29 3. The required volume for water quality detention is = 0.29 AC.-Ft. SCS Curve Number The Average depth to the water table= Average Site Grade - Av, Water Table = 12.50 8.50 Maximum 4 Ft. of Storage is assumed 4.00 Ft. 4.00 Ft. of storage Depth Available Soil Storage: Soil Storage x Pervious Area x1 FU12 Inches 8.18 x 1,65 x 1/12 = 1,12 Ac,Ft. Available soil storage onsile Convert available soil slorage onsile per site area 1.12 1 3,19 x12in/Ft= 4.22 in. of site wide soil storage, S SCS Curve Number, CN CN 1000/(S + 10) 10001 ( 4.22 +10) = 70 SCS Curve Number Calculate Storm Discharge: Q = Runoff in Inches P = Rainfall in Inches S = Soil Storage (site wide) in Inches = Q1 = Runoff from entire site in Ac,Ft. 4,22 Calculated Above Q = (P - (O.2x S))^2 1 (P + (0,8 xS)) Q1 = Q x Site Area (Ac,)x 1 FU12 in. Page 2 of 3 By: Z.M.J, POST-DevelpomenFIRE2 Rainfall RAINFAll EVENT P Q Q1 7,00 3,65 0,97 8,00 4.50 1.20 10 year one day 8.00 4,50 1.20 9.00 5.38 1.43 10.00 6,27 1,67 25 year one day 9,00 5,38 1.43 10 year three day 11.00 7,18 1.91 12,00 8,10 2,15 13,00 9.03 2.40 100 year one day 12,00 8.10 2,15 25 year three day 12.23 8.31 2,21 14,00 9.96 2.65 15.00 10.91 2.90 16,00 11,86 3,16 17,00 12,81 3.41 18,00 13.77 3,66 100 year three day 16.31 12.15 3.23 Allowable Discharge South Florida Water Management District Basin: C-16 Allowable Discharge = 62,6 CSM Site Allowable Discharge = 0,31 cfs Page 3 of 3 By: Z,M,J. POST-DeyelpomenFIRE2 C') l'Il 0"'0 o "i: C\I 0 ;::::u: C\I OJ: U <( W III Z o """ z > o Will """ <( c "- W ::E a. o ...J W > W c ...:. 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(1) (1) U5 U OlQ) ~ ..5 0 I~ ...J <( Cascade 2001 Version 1 File: POST25-3dayFIRE2 Date: October 27, 2003 Page 1 Project Name: FIRESTATION #2 Reviewer: C-N Project Number: Period Begin: Jan 01, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr Time Step: 0.05 hr, Iterations: 1000 Basin 1: Site Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 25 year 1 Day Rainfall: 9 inches Area: 3.19 acres Ground Storage: 4.22 inches Time of Concentration: 0.25 hours Initial Stage: 9.5 ft NGVD Stage (ft NGVD) Storage (acre-ft) 9.50 9.75 10.00 10.25 10.50 10.75 11.00 11.25 11.50 11.75 12.00 12.25 12.50 12.75 13.00 13.25 13,50 13.75 14.00 14.25 0.00 0.04 0.08 0.12 0.17 0.23 0.30 0.39 0.48 0.58 0.70 0.82 0.95 1.15 1. 46 1. 90 2.42 3.02 3.69 4.37 Off site Receiving Body: Offsite1 Time (hr) Stage (ft NGVD) 0.00 24.00 48.00 72.00 4000.00 8.00 8.00 8.00 8.00 8.00 Structure: 1 From Basin: Site To Basin: Offsite1 Structure Type: Gravity weir: None Bleeder: Inv-Tri, Invert Elev = 8.5 ft NGVD, Height Width = 0.25 ft Default Coefs: Weir Coef = 2.5, Orifice Coef = 0.6 Pipe: None 0.25 ft Cascade 2001 Version :,. File: POST25-3dayFIRE2 Date: October 27, 2003 Page 2 ---- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 0.00 0.00 0.00 0.14 0.00 9.50 8.00 1. 00 0.05 0.00 0.14 0.01 9.50 8.00 2.00 0.11 0.00 0.14 0.02 9.50 8.00 3.00 0.16 0.00 0.14 0.03 9.50 8.00 4.00 0.22 0.00 0,14 0.05 9,50 8.00 5.00 0.27 0.00 0.14 0.06 9.50 8.00 6.00 0.33 0.00 0.14 0.07 9.50 8.00 7.00 0.38 0.00 0.14 0.08 9.50 8.00 8.00 0.44 0.00 0.14 0.09 9.50 8.00 9.00 0.49 0.00 0.14 0.10 9.50 8.00 10.00 0.55 0.00 0.14 0.11 9.50 8.00 11.00 0.60 0.00 0.14 0.12 9.50 8.00 12.00 0.66 0,00 0.14 0.14 9.50 8.00 13.00 0.71 0.00 0.14 0.15 9.50 8.00 14.00 0.77 0,00 0.14 0.16 9.50 8.00 15.00 0.82 0.00 0.14 0.17 9.50 8.00 16.00 0.88 0.00 0.14 0.18 9.50 8,00 17.00 0.93 0.01 0.14 0.19 9.50 8.00 18.00 0.99 0.01 0.14 0.20 9.50 8.00 19.00 1. 04 0.01 0.14 0.22 9,50 8.00 20.00 1. 09 0.02 0.14 0.23 9.50 8.00 21.00 1.15 0.02 0.14 0.24 9.50 8.00 22.00 1. 20 0.03 0.14 0.25 9.50 8.00 23.00 1. 26 0.03 0.14 0.26 9.50 8.00 24.00 1. 31 0.03 0.14 0.27 9.50 8.00 25,00 1. 39 0,05 0,14 0.28 9.50 8,00 26.00 1. 47 0,06 0.14 0.30 9.50 8.00 27.00 1. 55 0.07 0.14 0.31 9.50 8.00 28.00 1. 63 0.07 0.14 0.32 9.50 8.00 29.00 1. 71 0.08 0.14 0.33 9.50 8.00 30.00 1. 79 0.08 0,14 0.34 9.50 8.00 31.00 1. 87 0.09 0.14 0.35 9.50 8.00 32.00 1. 95 0.09 0.14 0.36 9.50 8.00 33.00 2.03 0,10 0.14 0.37 9.50 8.00 34.00 2.11 0.10 0,14 0.39 9.50 8.00 35.00 2.19 0.11 0,14 0.40 9.50 8.00 36.00 2.27 0.11 0.14 0.41 9,50 8.00 37.00 2.35 0.12 0.14 0.42 9.50 8.00 38.00 2.43 0.12 0.14 0.43 9.50 8.00 39.00 2.51 0.12 0.14 0.44 9.50 8.00 40.00 2.59 0.13 0.14 0.45 9.50 8.00 41.00 2.67 0.13 0.14 0.47 9.50 8.00 42.00 2.75 0.13 0.14 0.48 9.50 8.00 43.00 2.83 0.14 0.14 0.49 9.50 8,00 44.00 2.91 0.14 0.14 0.50 9.50 8.00 45.00 2.99 0.14 0.14 0.51 9.50 8.00 46.00 3.07 0.15 0.14 0.52 9.50 8.00 47.00 3.15 0.15 0.14 0.53 9.50 8.00 48.00 3.23 0.15 0.14 0.54 9.50 8.00 49.00 3.32 0.17 0.14 0.56 9.50 8.00 50.00 3.41 0.18 0.14 0.57 9.50 8.00 51.00 3.52 0.22 0.14 0.58 9.50 8.00 52.00 3.64 0.25 0.14 0.59 9.50 8.00 53.00 3.79 0.33 0.14 0.60 9.50 8.00 54.00 3.98 0.42 0.14 0.61 9.50 8.00 55.00 4.20 0.51 0.14 0.62 9.50 8.00 56.00 4.46 0.61 0.14 0.64 9.50 8.00 57.00 4.77 0.74 0.14 0.65 9.50 8.00 58.00 5.15 0.94 0.14 0.66 9.50 8.00 59.00 5.65 1. 38 0.14 0.67 9.50 8.00 60.00 9.14 14.84 0.25 0.68 11.47 8.00 61.00 10.13 2.43 0.29 0.71 12.48 8.00 62.00 10.59 1. 26 0.30 0.73 12.63 8.00 63.00 10.88 0.81 0.30 0.76 12.69 8.00 64.00 11.15 0.79 0.30 0.78 12.74 8.00 65.00 11. 31 0.48 0.30 0.81 12.76 8.00 Cascade 2001 Version :i., File: POST25-3dayFIRE2 Date: October 27, 2003 Time (hr) Cumulative Rainfall (in) Instant Runoff (ds) Current Discharge (ds) Cumulative Discharge (acre-ft) Head Water Stage (ft NGVD) Page 3 Tail Water Stage (ft NGVD) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 66.00 67.00 68.00 69.00 70.00 71.00 72.00 11.47 11.64 11.80 11 ,91 12.02 12.12 12.23 0.48 0.48 0.48 0.32 0.32 0.32 0.32 0.30 0.31 0.31 0.31 0.31 0.31 0.31 Struc Max (cfs) Time (hr) STRUCTURE MAXIMUM AND MINIMUM DISCHARGES 0.83 0.86 0.88 0.91 0.93 0.96 0.98 ------------------------------------------------------- ------------------------------------------------------- Min (cfs) Time (hr) ------------------------------------------------------- ------------------------------------------------------- 1 0.31 BASIN MAXIMUM AND MINIMUM STAGES 72.00 0.14 0,00 Basin Max (ft) --------------------------------------------------------------- --------------------------------------------------------------- Time (hr) Min (ft) Time (hr) Site 12.80 --------------------------------------------------------------- --------------------------------------------------------------- 72.00 BASIN WATER BUDGETS (all units in acre-ft) 9,50 12.77 12.79 12.80 12.80 12,80 12.80 12.80 0.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 Basin Total Runoff --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Residual Structure Inflow Structure Outflow Initial Storage Final Storage Site 2.20 -----------------------------------------------------------------------------~--- -----------------------------------------------------------------------------~--- 0.00 0.00 0.98 0.00 1. 22 Cascade 2001 Version 1 File: 100-year 3-day zero dischargeFIRE2 Date: October 27, 2003 Page 1 Project Name: FIRESTATION #2 Reviewer: C-N Project Number: 03-001 Period Begin: Jan 01, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr Time Step: 0.05 hr, Iterations: 1000 Basin 1: Site Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 100 year 1 Day Rainfall: 12 inches Area: 3.19 acres Ground Storage: 4.22 inches Time of Concentration: 0.25 hours Initial Stage: 9.5 ft NGVD Stage (ft NGVD) Storage (acre-ft) 9.50 9.75 10.00 10.25 10.50 10.75 11.00 11.25 11.50 11.75 12.00 12.25 12.50 12.75 13.00 13 .25 13.50 13.75 14.00 14,25 0.00 0.04 0.08 0.12 0.17 0.23 0.30 0.39 0,48 0.58 0.70 0.82 0.95 1.15 1. 46 1. 90 2.42 3.02 3.69 4.37 Off site Receiving Body: Offsite1 Time (hr) Stage (ft NGVD) 0.00 24.00 48.00 72.00 4000.00 8.00 8.00 8,00 8.00 8.00 Structure: 1 From Basin: Site To Basin: Offsite1 Structure Type: Gravity Weir: Broad Crested, Crest Elev Bleeder: None Pipe: None 100 ft NGVD, Length 4 ft, Weir Coef 3.13 Cascade 2001 Version 1 File: 100-year 3-day zero dischargeFIRE2 Date: October 27, 2003 Page 2 ....-- --.------_.. - _.--------- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 0.00 0.00 0.00 0.00 0.00 9.50 8.00 1. 00 0.07 0.00 0.00 0.00 9.50 8.00 2.00 0.15 0.00 0.00 0.00 9.50 8.00 3.00 0.22 0.00 0.00 0.00 9,50 8.00 4.00 0.29 0,00 0.00 0.00 9,50 8.00 5.00 0.36 0.00 0.00 0.00 9.50 8.00 6.00 0.44 0.00 0.00 0.00 9.50 8.00 7.00 0.51 0.00 0.00 0.00 9,50 8.00 8.00 0.58 0.00 0.00 0.00 9.50 8.00 9.00 0.66 0.00 0.00 0.00 9.50 8.00 10.00 0.73 0.00 0.00 0.00 9.50 8.00 11.00 0.80 0.00 0.00 0.00 9.50 8.00 12.00 0.88 0.00 0.00 0.00 9.50 8.00 13.00 0.95 0.01 0.00 0.00 9.50 8.00 14.00 1. 02 0,02 0.00 0.00 9.51 8.00 15.00 1.10 0.02 0.00 0.00 9.52 8.00 16.00 1.17 0.03 0.00 0.00 9,53 8.00 17.00 1. 24 0.04 0.00 0.00 9.55 8.00 18.00 1. 31 0.04 0.00 0.00 9,57 8.00 19.00 1. 39 0.05 0.00 0.00 9.60 8.00 20.00 1. 46 0.05 0.00 0.00 9.62 8.00 21.00 1. 53 0.06 0.00 0.00 9.65 8.00 22.00 1. 61 0.07 0.00 0.00 9.69 8.00 23.00 1. 68 0.07 0.00 0.00 9.72 8.00 24.00 1. 75 0.07 0.00 0.00 9.76 8.00 25.00 1. 86 0.12 0.00 0.00 9.81 8.00 26.00 1. 96 0,13 0.00 0.00 9.87 8.00 27.00 2.07 0.13 0.00 0.00 9.94 8.00 28.00 2.18 0.14 0.00 0.00 10.01 8.00 29.00 2.28 0.15 0.00 0.00 10.09 8.00 30,00 2.39 0.16 0.00 0.00 10.17 8.00 31.00 2.50 0,16 0,00 0,00 10.25 8.00 32.00 2,60 0,17 0.00 0.00 10,32 8.00 33.00 2.71 0.18 0.00 0.00 10,39 8.00 34.00 2.82 0.18 0.00 0.00 10.47 8.00 35.00 2.92 0.19 0.00 0.00 10.54 8.00 36.00 3,03 0.19 0.00 0.00 10.60 8.00 37.00 3.14 0.20 0.00 0.00 10.67 8.00 38.00 3.24 0.20 0.00 0.00 10.74 8.00 39.00 3.35 0.21 0.00 0.00 10.80 8.00 40.00 3.46 0.21 0.00 0.00 10.86 8.00 41.00 3.56 0.21 0.00 0.00 10.92 8.00 42.00 3.67 0.22 0.00 0.00 10.99 8.00 43.00 3.78 0.22 0.00 0.00 11.04 8.00 44.00 3.88 0.23 0.00 0.00 11.09 8.00 45.00 3.99 0.23 0.00 0.00 11.14 8.00 46.00 4.10 0.23 0.00 0.00 11.20 8.00 47.00 4.20 0.24 0.00 0.00 11.25 8.00 48.00 4.31 0.24 0.00 0.00 11.31 8.00 49.00 4.43 0.27 0.00 0.00 11.37 8.00 50.00 4.55 0.28 0.00 0.00 11.43 8.00 51.00 4.69 0.33 0.00 0.00 11.50 8.00 52.00 4.85 0.39 0.00 0.00 11.57 8.00 53.00 5.05 0.51 0.00 0.00 11.67 8.00 54.00 5.30 0.64 0.00 0.00 11.78 8.00 55.00 5.60 0.77 0.00 0.00 11.91 8.00 56.00 5.95 0.91 0.00 0.00 12.05 8.00 57.00 6.36 1.10 0.00 0.00 12.22 8.00 58.00 6.86 1. 38 0.00 0.00 12.43 8.00 59.00 7.54 2.01 0.00 0.00 12.62 8.00 60.00 12.18 20.88 0.00 0.00 13 .17 8.00 61.00 13.51 3.37 0.00 0.00 13.51 8.00 62.00 14.12 1. 74 0.00 0.00 13.59 8.00 63.00 14.51 1.12 0.00 0.00 13.64 8.00 64.00 14.87 1.10 0.00 0.00 13 .68 8.00 65.00 15.08 0.67 0.00 0.00 13.70 8.00 Cascade 2001 Version :1.:- File: 100-year 3-day zero dischargeFIRE2 Date: October 27, 2003 Page 3 ------- _...~--_._- ------- -------- Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (ds) (ds) (acre-ft) (ft NGVD) (ft NGVD) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 66.00 67.00 68.00 69.00 70.00 71.00 72.00 15.30 15.52 15.73 15.88 16.02 16.16 16.31 0.66 0.66 0.66 0,44 0,44 0.44 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 13.72 13.75 13.77 13.78 13.80 13.81 13.82 8.00 8.00 8.00 8.00 8.00 8.00 8.00 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ------------------------------------------------------- ------------------------------------------------------- Struc Max (cfs) Time (hr) Min (ds) Time (hr) ------------------------------------------------------- ------------------------------------------------------- 1 0.00 0.00 0,00 0.00 BASIN MAXIMUM AND MINIMUM STAGES --------------------------------------------------------------- --------------------------------------------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) --------------------------------------------------------------- --------------------------------------------------------------- Site 13.82 72.00 9.50 0.00 BASIN WATER BUDGETS (all units in acre-ft) --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Basin Total Runoff Structure Inflow Structure Outflow Initial Storage Final Storage Residual ---------------------------------- -----------------------------------~------~--- -----------------------------------------------------------------------~-----~--- Site 3.22 0.00 0.00 0.00 3.22 0.00 C'l'TY OF BOYNTON BEACH, FLORIDA INTER-OFFICE MEMORANDUM / TO: Michael W. Rumpf DATE: Dir. of Planning & Zoning 9/23/03 FILE: NWSP 03-015 FROM: Off. John Huntington Police Department CPTED Practitioner SUBJECT: Fire Station IT REFERENCES: Site Plan ENCLOSURES: I have viewed the above building plans and have the following comments: No Comment. For review of: 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 NWSP 03-015 1st review Fire Station #2 W. Woolbriqht Rd. -R~ Rodqer Kemmer, Fire Protection Enqineer Project Name and Address: Reviewed by: Department: Phone: Comments to: NONE cc: Steve Gale Bob Borden Fire and Life Safety (561) 742-6753 Sherie Coale bv email on 9/19/03 ~ ~ " - DEPARTMENT OF DEVELOPMENT BUILDING DIVISION MEMORANDUM NO. 03-202 ,; List of Acronvms/Abbreviations: ASCE - American Society of Civil Engineers 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 LDR - Land Development Regulations NEC - National Electric Code NFPA - National Fire Prevention Assn NGVD - National Geodetic Vertical Datum of 1929 SFWMD - South Florida Water Manaoement District TO: Michael W. Rumpf Director of Planning and Zoning FROM: Timothy K. Large (J%llP TRC Member/Building Division DATE: September 24,2003 SUBJECT: Project - Fire Station #2 File No. - NWSP 03-015 - 15t 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. BuildinQ Division (Site Specific and Permit Comments) - Timothv K. Larae (561) 742-6352 1 Indicate within the site data the type of construction of the building as defined in Chapter 6 of the 2001 FBC. 2 Indicate within the site data the occupancy type of the building as defined in Chapter 3 of the 2001 FBC. 3 The height and area for buildings or structures of the different types of construction shall be governed by the intended use or occupancy of the building, and shall not exceed the limits set forth in Table 500 of the 2001 FBC. 4 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 2001 FBC. 5 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. 6 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. 7 At time of permit review, submit signed and sealed working drawings of the proposed construction. S:IDevelopmentlBuildingl TRCI TRC 20031Fire Station #2 Page 1 of 2 " 8 Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues [Section 3107.1.2, Chapter 31 of the 2001 FBC]: a) The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation _' _ NGVD is above the highest 100- year base flood elevation applicable to the building site, as determined by the SFWMD's surface water management construction development regulations." b) From the FIRM map, identify in the site data the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. If there is no base flood elevation, indicate that on the plans. c) Identify the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving/ drainage (civil plans). 9 Add to the submittal a partial elevation view drawing of the proposed perimeter fence. Identify the type of the fence material and the type of material that supports the fence, including the typical distance between supports. Also, provide a typical section view drawing of the fence that includes the depth that the fence supports are below finish grade and the height that the fence is above finish grade. The location and heights of the fence shall comply with the fence regulations specified in the Zoning Code. 9 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. 10 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. 11 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. 12 Submit documentation as to the standard used to arrive at the live load calculations shown on Sheet A2.1. bf S:\Development\Building\ TRC\ TRC 2003\Fire Station #2 Page 2 of 2 i~-'\l~' . ,,- - . ""'" I . ".. ,..\ ) IU t~" l' to ,'-1 'C' DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION MEMORANDUM NO. 03-188 TO: Michael W. Rumpf, Director, Planning and Zoning FROM: Laurinda Logan, P.E., Senior Engineer DATE: October 2, 2003 RE: Review Comments New Site Plan _1st Review Fire Station #2 File No. NWSP 03-015 The above referenced Site Plans, received on September 18, 2003, 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 (LDR) 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. Move Dumpster Detail from Site Plan to Paving, Grading & Drainage detail sheets. PUBLIC WORKS - TRAFFIC 3. Provide a traffic analysis and notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering. 4. Provide an off-site improvements plan indicating all work to be performed, including demolition, signing, striping, paving, etc. 5. Increase curb returns from 20 feet to 30 feet. 6. Reevaluate the turning radius into the apparatus bays. The space available does not appear sufficient to allow a fire truck to be able to make a single turning movement into the bays. 7. Show the proposed security gate to be placed east of the fire station buildings. 8. Add a "Authorized Fire Equipment Only" sign in advance of the security gate. 9. Indicate by note that all off-site striping shall be thermoplastic. 10. Delineate a pedestrian handicap path across the roadway between the parking lot and the building. " Department of Public Works, Engineering Division Memo No. 03-188 Re: Fire Station #2, New Site Plan - 1 sl Review October 2, 2003 Page 2 11. Increase width of driveway to water tank area to a minimum of 24 ft. wide (two-twelve foot lanes). If this is to be a one-way roadway 18 ft. is adequate, but signing and striping indicating one-way traffic shall be added. Additionally, for one-way traffic, the Utility gate will need to be accessible to non- Utility personnel. 12. Show the proposed security gate to be placed at the east driveway into the water tank area. 13. Add a stop sign, stop bar, and double yellow lane separators at the egress from the water tank area. 14. Be consistent with callouts on signing. As applicable, each should be identified by wording, number, and refer to the details (ie: "Do Not Enter", R5-1, (See Details)). 15. Add "No Right Turn" signs at each of the driveways from the west parking lot. 16. Add a "Public Entrance" (with arrow) west of the emergency vehicles only driveway to direct normal traffic. 17. Redesign the east parking lot to meet City standards (minimum 9 ~ ft. x 18 ~ ft. stalls with 25 ft. backup). ENGINEERING 18. Permits which may be required prior to issuance of any building permits include, but are not limited to, the following: paving, drainage, curbing, site lighting, landscaping and irrigation. Permits required from other permitting agencies such as Florida Department of Transportation (FDOT), South Florida Water Management District (SFWMD), Lake Worth Drainage District (LWDD), Florida Department of Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach County Engineering Department (PBCED), Palm Beach County Department of Environmental Resource Management (PBCDERM) and any others, shall be included with the permit request. 19. Permits will be required from Palm Beach County for signalization and the median cut. 20. Permits will be required from LWDD for the stormwater outfall into the canal. 21. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. 22. 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. 23. Specify use of the FDOT Standard Specifications for Road & Bridge Construction, and Standard Index, 2000 Editions, as the construction standard. 24. Show all existing utilities on Site Development plan (LDR, Chapter 4, Section 7.A.3). 25. Show proposed site lighting on the Site and Landscape plans (LDR, Chapter 4, Section 7.B.4.) Department of Public Works, Engineering Division Memo No. 03-188 Re: Fire Station #2, New Site Plan - 1 sl Review October 2, 2003 Page 3 26. 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). 27. 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.). 28. The medians on Woolbright Rd. have existing plant material belonging to Palm Beach County. Any damage to the 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 Palm Beach County, 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. 29. Trees along the wall beside canal should be either palms or slash pines, something that will not interfere with traffic flow, as it is a very narrow area. Trees around the Utility storage tank should be varieties which do not drop a lot of leaves or needles as these areas need to be kept debris free. 30. Along the north planting area there is a small strip of grass. Staff recommends no grass in small areas as they are high maintenance and require higher water use. This area should be a type of ground cover, possibly fern, provided the shrubs are replaced also with fern. 31. The City's goal is to reduce the sod areas and have low volume irrigation wherever possible. This dramatically reduces water usage. The sod in the area near the exit of the storage tank could be replaced with a ground cover. The only sodded areas should be the two large triangles along the parking lot and Woolbright Rd. 32. Irrigation specifications will be provided by the Public Works/Forestry & Grounds Division for incorporation into the plans. 33. 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. 34. Indicate by note that catch basin and manhole covers shall be bicycle proof (LOR, Chapter 6, Article IV, Section 5.A.2.g). 35. Remove old dumpster pad adjacent to the existing water tank. 36. Indicate by note removal/relocation of old fence around the water tank site. 37. Check spelling throughout on plans. Numerous errors are noted. 38. Correct the inlet details and the control structure detail on Sheet C4.2 to reflect washed rock and filter cloth. 39. Clarify the reference to the 10' x 10' sump in Section B-B, Sheet C4.2. 40. Paving, Drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and will be reviewed for constructability at the time of construction permit application. '"', Department of Public Works, Engineering Division Memo No. 03-188 Re: Fire Station #2, New Site Plan - 1 st Review October 2, 2003 Page 4 UTILITIES 41. Show all utilities (existing and proposed) on the site plan and landscape plans. Conflicts are noted between proposed water and sewer and proposed landscaping. 42. Palm Beach County Health Department permits will be required for the water and sewer systems serving this project (CODE, Section 26-12). 43. 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)). 44. 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. 45. A building permit for this project shall not be issued until this Department has approved the plans for the water and sewer improvements required to service this project, in accordance with the CODE, Section 26-15. 46. Add a gate valve immediately downstream of the tee to the 2 in. water meter. 47. Call out all water and sewer line sizes, materials and fittings. 48. Correct proposed water main callout to reflect 8 inch. DIP (Water & Sewer Plan). 49. The sanitary sewer main/service is shown connecting to a gravity sewer in Woolbright Rd. This is a force main. The service may either be tied into an existing 6 inch service later (depth unknown) at the east end of the property or a small grinder/lift station (to City Standards) will have to be constructed to tie into the force main. 50. Relocate existing fencing and gates to isolate the water tank and pump house. 51. Utility construction details 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 (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./ 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\Kribs\Fire Station #2, New Site Plan - 1 sl Review,doc Plan niDI! Memorandum: Forester / Environmentalist To: Eric Johnson, Planner From: Kevin J. Hallahan, Forester / Environmentalist Subject: Fire Station #2 New Site Plan - 1 st Review NWSP 03-015 Date: October 1, 2003 Landscape Plan-Plant List Sheet L2.1 1. All shade 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 of the trees may be larger than 12' -14' to meet the 3" caliper requirement. [Environmental Regulations, Chapter 7.5, Article II Sec. S.C. 2.] 2. The Typical Tree Planting Detail, and the Typical Palm Planting Detail should include a line indicating where the height of the shade tree and palm will be measured at time of planting and inspection. 3. It is recommended that the quantity of Satin Leaf trees be reduced to include other native tree species 4. It is recommended that the Laurel Oak, and Black Ironwood (sheet L1.1) tree species be changed to Live Oak and Southern Red Cedar because these tree species are more adaptable to the sandy soils. 5. The Orange Geiger tree and Cassia tree species are shown on sheets L1.1, L1.2, L1.3 however these trees are not included in the Plant List sheet L2.1 for specifications. 6. The Woolbright Road right-of-way must receive Floratam sod and irrigation coverage. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.C. 2.] 7. The applicant should show a cross-section (x-section) detail for a proposed raised berm immediately North and adjacent to the site drive-through isle (x-section A-A). 8. The berm height, width and slope for construction purposes should be drawn on the x- section of the plan. 9. The trees, and plant species, height, width and planting spacing for the x-section should be drawn on the plan. 10. The quantity oftrees and plants to be installed on the berm should be shown on the plan. 11. The elevation (height) of the vehicles and the raised berm area in relationship to each other should be shown on the plan. 12. A detail x-section (section B-B) should be provided for the proposed wall including the landscape improvements and raised berm (if appropriate) in the design. 13. The applicant should add a note that no Cypress mulch can be used on the site. 14. The applicant should add a note that all utility boxes or structures (not currently known or shown on the plan) should be screened with Cocoplum hedge plants on three sides. .~ Irrh!ation Plan 15. There is no irrigation system design included with the site plans. The irrigation design should be micro-irrigation for water conservation. [Environmental Regulations, Chapter 7.5, Article II Sec. 5A.] 16. Turf areas should be limited in size. Landscape (bedding plants) areas should be designed on separate zones with proper time duration for water conservation. [Environmental Regulations, Chapter 7.5, Article II Sec. 5. C.2.] Kjh File \ TO: 'b ~~ ~~ ~i' I~ ~ ~ l~ 't ~ ~ f ~~':' ~4\;'() f ~ 'lOt l~ I~ ~ I ~ VI 1. Provide a colored elevation drawing (clipped, not glued) at the TRC meeting. This ~ It f drawing should reflect all elevations. # \t) ') The elevation drawings shall indicate the height and dimensions of all structures, ~ /<. As discussed at our earlier meeting, the outlookers indicated on the main Fire Station building should be continued onto the apparatus portion of the building, on all elevations. 4. The proposed colors must be noted on the Architectural pages of the plans and color chips with manufacturer, color name and number must be submitted at TRe. 5. Since the overhead bay doors must be oriented towards Woolbright Road, these doors should not be the typical industrial style product. They should be architecturally enhanced, aesthetically pleasing, painted to blend with the building and accent the architecture of the building. p~ (JrtLnJ1(;6 ~"L. . X The dumpster enclosure and masonary wall shall resemble with respect to the color and materials, the design of the principal building. Include a wall detail to confirm similar architectural elements and integration with other site elements. 7. All above ground mechanical equipment such as exterior utility boxes, meters, and transformers shall be visibly screened. Back-flow preventers shall be painted f to match the principal structure. Place a note on the plan indicating this 1:::: ~. requirement. ~ '6 8. All equipment placed on the walls of the structure shall be painted to match the ~ q structure. PIAe6,4 /Jon; &IJ fI.I€- /hA?J IlUtJICKfl~ 7l::fr1. IlGlPVI~ J ~d: 9. All signage must be approved concurrent with the site plan submittal or an / f additional full site plan review would be required solely for the signage review and approval. ~ ~ J:>et"iHl- t>F ~~ ~ 1ttJt> S/GIJ !i:tfu~ 10. All proposed project (site) signs, such as the monument sign, shall indicate the street address number. 11. All required trees shall be a miniIl).,um of 12 feet in overall height and 3 inch caliper at time of planting. OAJ ~ '1..wr- (,1.$r)JIA $J.hi1!:5y" J, 'Z../ /~J)(ctr€ T7U!ie T1W~ G4(.,,(,jJE;R. . ) PLANNING AND ZONING MEMORANDUM FROM: Ed Breese, Principal Planner ~ David Stump, Project Manager DATE: September 11, 2003 SUBJECT: Fire Station #2 ---- Pre- TRC Comments Please include the following comments in the Pre- TRC review of the above-mentioned project: i .- . ' 12, Required landscape buffers adjacent to rights-of-way shall contain two layers of plant material. The first layer shall be a combination of colorful groundcver plants and a minimum of two colorful shrub species planted in a continuous row. The next layer shall consist of a continuous hedge or decorative site wall and one tree spaced a maximum 30 feet apart. The continuous hedge (2nd layer) shall be a minimum of 24 inches in height, 24 inches spread and planted with tip-to-tip spacing at time of planting. cSuecr L 2.t ,,.Jt>ICA-1"CS .$J#Ut..I!1S "r A-J>/~'tltlJ ~ I(t/~ x.J8~ ~ )4:. Landscaping at project entrances shall contain a minimum of 2 colorful shrub ~ species on both sides of the entrances as well as a signature tree on each side. Provide a signature tree, such as Yellow Elder, Tibouchina granulose, or Bougainvillea at each side of the entrances. These signature trees shall have a minimum of 6 feet of clear trunk to preserve the clear sight area. )( The Landscape Requirements Table on Sheet SP 1.1 is incomplete. ~ Create one consolidated Plant List Table, broken down by Trees, Shrubs, ~ Groundcovers, etc., providing counts, sizes, caliper, spacing and number and g ~ percentages of natives in each category. ~ "- )( Complete Site Data Table on Sheet SP 1.1. ~ ~ & ~ 17. As discussed at our previous meeting, consider use of decorative wall along north ~ ~ ~ ~ property line in the immediate vicinity of the building to help screen and buffer ~ ~ ~ ~ headlights and everyday activity in this area from residential to the north, across ~ ~ ~,. the canal. In determining the extent of the wall, consider the sweep of headlights ~ ~ f ~j from emergency equipment with any ingress/egress movements. Additionally, the -II ~~ ~ length of the wall on the north side should have dense landscaping to J ~ ; ~ approximately the top of the wall to enhance the view from the residential to the _ ~:iit i- f ~J north and to deter graffiti. S/1IQCr L'2../ J!JtE:'P1C:;> 'T'H!. SP/'f"N~1f $~ P~n"6lJ1O 1~ /, " 18. Consider grouping or closer spacing of trees in the landscape buffer immediately ~ north of the building to better screen and buffer the operations from the residential to the north. ~ An alternative to the decorative wall would be the use of a berm and very dense, mature plantings. If considered, the consultants should determine the footprint of the bermed area to ensure adequate height for screening/buffering purposes. 20. The number and location of communication antennae requires review of the Planning Division. It has been stated that a height of35 feet is optimum for proper operation. As noted earlier, a height dimension is not depicted on the plans. Depending upon size and configuration, they could possibly be handled as shown with the proposed lightning arrestors. We require more information before we can assist you in this area. 21. The parking calculations depicted in the Parking Requirements Table on Sheet SP 1.1 indicate a requirement for 1 parking space per 100 square feet of Government office space. The requirement is actually 1 parking space per 300 square feet of office area. However, a different parking calculation can be utilized if acceptable to the Fire Department. The parking calculations can be split between bunkhouse (dormitories) and office. With 10 general bunks and 3 officer bunks, and a calculation of 1 parking space per each bunk (dormitory unit), a total of 13 parking spaces would be required. Then estimating approximately 9,000 square . 4F? tit? tit 7 ~ feet of office space at 1 parking space per 300 square feet, an additional 30 parking spaces would be required for a total of 43. This number should also accommodate most any activity utilizing the Multi- Purpose Room, since those activities generally occur in the evening or on weekends when the office personnel have left. This reduction in the amount of shown parking may also alleviate the need for parking on the adjacent Utilities site, (J(J~ .. 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