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REVIEW COMMENTS DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION MEMORANDUM NO 06-xxx TO Ed Breese, Principal Planner, Planning and Zoning FROM: Laurinda Logan, Senior Engineer DATE July 13 2006 RE Review Comments Minor Site Plan Modification - 2nd Review Lake Worth Christian School File No. MMSP 06-004 The above referenced revised site plans, received on June 26, 2006, were reviewed against the comments made 3/20/06 Revised comments are as follows with new comments in bold, and items to be deleted shown as stricken PUBLIC WORKS - GENERAL 1 Prior to permit application contact the Public Works Department (561-742-6200) regarding the storage and handling of refuse per the CODE, Section 10-26 (a) 2. Provide a dumpster enclosure per the LOR, Chapter 2, Section 11 J 2.b and constructed in accordance with City Standard Drawing G-4 The Dumpster Enclosure detail on Sheet A-9 does not meet the minimum required 10-ft. x 10-ft. interior dimension Please correct. 3 Canopy trees Gumbo Limbo, Green Buttonwood, 3nd Live Oak ,specifically the Silver Buttonwood, are proposed adjacent to the dumpster enclosure This may pose a vertical conflict for Solid Waste in picking up the dumpster Please 3djust tree loc3tions 3 sufficient dist3nce relocate canopy trees away from the dumpster enclosure to resolve this conflict. 4. Provide Landscape plans at the same size as the other site related plans (1-in. 30-ft.) (LOR, Chapter 4, Section 7 C) (May be addressed at the time of permitting.) PUBLIC WORKS - TRAFFIC 5. On the Site 3nd Civil pl3ns, sholl.' and identify 311 neCeSS31)' tr3ffic control devices such 3S stop bars, stop signs, double yellow lane separators striping, direction31 3rrO'.\lS 3nd "Do Not Enter" sign3ge, etc. See City St3nd3rd Dr3wings "K" Series for striping det3ils. 6 It appears that two lanes of one-way traffic will be allowed along the new drive aisles On the north side the two lanes (one-way) narrow to one lane No pavement markings have been shown for merging traffic. Please correct. 7 Recommend placing "One-Way Traffic" signs near the southwest corner of the existing elementary school (May be addressed at the time of permitting.) Dept. of Public Works, Engineering Division Memo No 06-xxx RE Lake Worth Christian School, Minor Site Plan Modification - 2nd Review, MMSP 06-004 July 13, 2006 Page 2 ENGINEERING 8. Add 3 gener31 note to the Site PI3n that 311 plans submitted for specific permits shall meet the City's Code requirements 3t time of 3pplication. These permits include, but 3re not limited to, the following. p3ving, dr3in3ge, curbing, site lighting, landscaping 3nd irrig3tion. Permits required from other permitting agencies such 3S Florid3 Dep3rtment of Tr3nsport3tion (FOOT), South Florida W3ter M3nagement District (SFWMD), Lake Worth Dr3in3ge District (LWDD), Florid3 Dep3rtment of Environment31 Protection (FDEP), P31m Be3ch County Health Dep3rtment (PBCHD), Palm Be3ch County Engineering Department (PBCED), Palm Beach County Dep3rtment of Environment31 Resource M3n3gement (PBCDERM) 3nd 3ny others, shall be included with the permit request. 9 All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets 10 Please note that changes or revIsions to these plans may generate additional comments Acceptance of these plans during the Minor Site Plan Modification process does not ensure that additional comments may not be generated at permit review 11. The M3ster Site PI3n has been shown 3t a sC31e of 1.70. I h3'.'e 3 che3p engineering sC31e th3t does not h3ve that particul3r scale. Could the M3ster Site Plan please be provided 3t 3 sC31e that would gener311y be found on 3n everyday, run of the mill, engineering sC3le? 12. Provide 3 gr3phic sC31e on the Boundary & Topo Survey sheets. 13. Please provide all sheets, including the survey, site, civil and 13ndsc3pe pl3ns, 3t the S3me orientation for north to m3ke it easier to compare 3nd evaluate different sections of the pl3ns. 14 Show proposed site lighting on the master site plan, Sheet CS-1 (LOR, Chapter 4, Section 7 B 4 ) (To be addressed at the time of permitting) 15. Show 311 above ground 3nd below ground utilities, including electric, on the L3ndsc3pe plans. L3ndsc3ping shall be designed 3nd inst311ed in 3ccord3nce with FPL's "Plant the Right Tree in the Right Place". 16. Provide inform3tion reg3rding 'Nhether fill will need to be imported or exc3v3ted material hauled off site and the quantity involved so that ':/e C3n provide information reg3rding an Excavation & Fill permit 3nd 3ssoci3ted surety. 17. Provide 3n engineer's certification on the Dr3in3ge Plan 3S specified in LOR, Ch3pter '1, Section ~ 18. Specify storm se'....er di3meters, inlets types, etc. on dr3inage pl3n. Indic3te gr3te, rim 3nd invert elev3tions for all structures. Indicate gr3de of storm sewer segments. Indicate m3teri31 specifications for storm sewer. 19 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 (To be addressed at the time of permitting) 20 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 the "Engineering Design Handbook and Construction Standards" and Dept. of Public Works, Engineering Division Memo No 06-xxx RE. Lake Worth Christian School, Minor Site Plan Modification - 2nd Review, MMSP 06-004 July 13, 2006 Page 3 will be reviewed at the time of construction permit application (To be addressed at the time of permitting) UTILITIES 21 Please provide a timeline that clearly illustrates when water and sewer services will be required to serve the proposed project. Your starting date for the timeline should be the date of City Commission approval Also provide milestone dates for permit application, the start of construction, and the setting of the first water meter This timeline will be used to determine the adequacy of water and wastewater treatment capacity for your project upon the project's completion, so please be as accurate as possible (To be addressed at the time of permitting) 22. All utility e3sements and utility lines sh311 be shown on the site plan 3nd I3ndscape pl3ns (3S well 3S the 'N3ter 3nd Sewer Plans) so that we may determine which appurten3nces, trees or shrubbery may interfere with utilities. In gener31, p31m trees will be the only tree species 3110wed within utility e3sements. C3nopy trees may be planted outside of the easement so that roots and br3nches will not imp3ct those utilities within the e3sement in the foresee3ble future. The LOR, Chapter 7.5, Article I, Section 18.1 gives public utilities the 3uthority to remove 3ny trees that interfere with utility services, either in utility easements or public rights of W3Y. 23 Palm Beach County Health Department permits will be required for the water and sewer systems serving this project (CODE Section 26-12.) (To be addressed at the time of permitting) 21. Fire flow calculations '.viii be required demonstr3ting the City Code requirement of 1,500 g.p.m. (500 g.p.m. some residential developments) with 20 p.s.i. residual pressure 3S st3ted in the LOR, Chapter 6, Article IV, Section 16, or the requirement imposed by insur3nce undel"\vriters, whichever is greater (CODE, Section 26 16(b)). 25. The LOR, Chapter 6, .^.rticle IV, Section 16 requires th3t 311 points on e3ch building will be within 200 feet of 3n existing or proposed fire hydrant. Ple3se demonstrate th3t the pl3n meets this condition, by showing all hydrants. 26 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 seven (7) days of site plan approval, whichever occurs first. This fee will be determined based upon final meter size, or expected demand Clearly indicate on the plans the service line sizes and meter sizes for the purposes of calculating reservation fees. (To be addressed upon approval of this Minor Modification.) 27 Comprehensive Plan Policy 3 C 3 4 requires the conservation of potable water As other sources are readily available City water shall not be allowed for irrigation (To be addressed at the time of permitting) 28 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 12 feet. The easements shall be dedicated via separate instrument to the City as stated in CODE Sec. 26-33(a) (To be addressed at the time of permitting) 29 This office will not require surety for installation of the water and sewer utilities on condition that the systems be fully completed, and given to the City Utilities Department before the first permanent Dept. of Public Works, Engineering Division Memo No 06-xxx RE Lake Worth Christian School, Minor Site Plan Modification - 2nd Review MMSP 06-004 July 13, 2006 Page 4 meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occupancy (To be addressed at the time of permitting) 30 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 (To be addressed at the time of permitting) 31. Appropriate backflow pre'lenter(s) will be required on the domestic water service to the building, 3nd the fire sprinkler line if there is one, in 3ccord3nce with the CODE, Section 26 207. 32. Provide 3 minimum of 10ft. sep3r3tion bet\\'een water m3in, sanit3ry sewer, 3nd storm sewer lines. Ple3se note th3t City of Boynton Be3ch sep3r3tion stand3rds are more stringent that FDEP st3nd3rds. 33. The proposed Water & S3nit3ry PI3n does not 3ppe3r to 3ccur3tely reflect existing conditions. For inst3nce, there is existing water 3nd sewer in the Forest Ct. right of way th3t will have to be 3b3ndoned and/or removed. Please sho'l.' 311 utilities, existing 3nd proposed on the W3ter & S3nit3ry ptaf},- 31. Proposed 2 in. force m3in in shown outkllling into 3 gr3vity manhole. Please correct. 35. Investig3te the possibility of reversing the slope of the sanit3ry sewer m3in so th3t the proposed s3nit3ry main would tie directly into the gr3vity system in the 3cijacent Ced3r Ridge subdivision. This ',Nould eliminate the need for 3 lift station. 36. If it is determined that 3 lift station is required for this project it shall be priv3tely ovmed 3nd m3int3ined. 37. Cle3rly indicate on the pl3ns th3t 311 sanit31)' sewer m3inline (gravity 3nd f{)rce m3in) and services, including 3ny required lift st3tion, sh311 be priv3tely owned 3nd maintained. 38. Reloc3te the four proposed water meters 3nd RPZ's closer to the 'N3ter m3in. PI3ce meters in a grassy 3re3 3nd include within the utility easement. The RPZ's Sh311 be pl3ced outside the utility easements 3nd Sh311 be priv3tely owned 3nd maint3ined. 39. Double ':3lve the two proposed connections to existing w3ter m3in. 40 All water services under pavement Sh311 be Copper K. 41 A 4-in water main (with a double detector check valve) terminates near the existing irrigation well and Boy's Locker Room. What purpose will it serve? 42. 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) and will be reviewed at the time of construction permit application (To be addressed at the time of permitting) Dept. of Public Works, Engineering Division Memo No 06-xxx RE Lake Worth Christian School, Minor Site Plan Modification - 2nd Review, MMSP 06-004 July 13, 2006 Page 5 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, Forestry & Grounds Manager, Public Works/Forestry & Grounds Division Larry Quinn, Solid Waste Manager, Public Works/Solid Waste Kenneth Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail) File J:\SHRDATA\Engineering\Logan\TRC\MMSP Lake Worth Christian School-2nd Revew 071306.doc 5618333511 --W P JRCOBSON PR 659 P02 JUL 07 '06 16 14 . I=PL Aoridl Power & light Compuny. 9329 S. Military Trail. Boyntoll. FL 33436 June 25 2006 William P Jacobson. PA 105 South Narcissus Avenue Suite 200 West Palm Beach, Florida 33401 Ref- Lake Worth Christian School Society, Inc. abandonment of 10' and 15' utility easement located adjacent to lots 35-45 within the plat of Cedar Ridge A PUD and High Ridge Commerce Park, A P I.D as recorded In Plat Book 46, Page 58--61 of the Public Records of Palm Beach County, Florida City of Boynton Beach Dear Mr Jacobson FPL has no objections to the abandonment of the above referenced unimproved right of way and as described and illustrated on attached surveys, maps and drawings. If you require any further information or assistance, please do not hesitate to contact me at (561) 742 2045 Sincerely ~r Area Manager an FPL Group company 5618333511 --1) P JRCOBSON PR 659 P03 JUL 07 '06 16 14 1'1 QO-"to I'" c:. ~lv.'I~ lJ g v. . fa U E -L 10' U. Eo .,.. II (-<q.1I' -:-~ -ll II ---~--/ I l~VI ~ ,,1'" ri' ",~ 'IO'tP ... ",' '1"". """ 39 ~ 1,1 40"'" /..... ,.iI' i l,r~" &~ j / .,.." .. · 11... ,. .' ~ ...I'! II .,." /'''' .. '" l I * 38 '" ~-~---, / ., '" ~ I ^ <~. .... /~~.. << \ ,.'" .. '" .,. .. a. J~' ,."t1 / I \ \ \..,t1 '1fI'~ tI',fII N '~~.... I { J ~ \ \ f I ,... ----r-I n'" rr ~t:J ~ I ",. ...~ \1--\ ~~ ,.~ ~",-;;-' ....-71 w ~::.~ \ \ I j~, ' / I ",e 1\1 t 1.... JP 37 '" ~ I' ' /( 42 ~ ,. g I 't" ,,,.W' I I-- : I ~~ r I::'" rf g I ~ I t Ii': I ",..".-. ",ttt .,. fP ~ ,f ~, ....11 0 ~.~ JJ 0 Ill. i C\I I~ 'P. 'II"' 0 -~- U 'It I zll~ ~I I I. I -- -~-:P~ )c!J." #II .. )(..... I ~.,.", ~ - I iJ I .fit- -' fI:"'" ~.'fA ,*I- ~ ~ I ~..>...... 36 .. I;: I-II~ ~ I U.I 43 ~ ! I I ." r/I ~ (f) a:1t!' .... -tI U .- ' !{II' ..... \'1,,,\ UJ .... ,," : I,..\fl. tit a: ~ 1-.. I -~ I ~I~ H-- \~. c( ~.~ ~~ -f ~ Q ~..\ I J~~.., I I.~ ~l~ ! 1 a. I I "b.t/' I ~ ! ~ , ~ 1"- -.....-.... \. ~ d I I ..." 4' 35 S'~'(JO."W I I II . ,"I .,. (44 'fl." \.../1 ~ ) ,".~ I i ~. ~ ~ I I .. ~ .,~.iit;f~"\'(. ~f I"''' ft,::::" j..... ~.I.~..C..~ ~ _....~ . 1~4-.#f '7 "/ft( Ie -~ -- 'V ?~- '-/ .,.--;;;:- - -"--- - - I ___ . 10'U.E. ~.91.""17"W .,.....,. \'I'" MANHOU: ", 10 MANHOLE I) 1JJiIr l'eI' I mM EL- 22.50 RIM EL." 17.94 - _S.f.lIl'r~..W'_ t,.".' ... _. ....~~ I P....II... 22 ASPHAlT PAVING '<fl )c FOREST .?lGC, f~ ROAD ~;{~ \II.~~ I .__~ ~~~.!.s':"-___~~,(P 1"1oG I g ~ r~ V:M2.. .f1J,lL ~ ~~ tJ. ~ I ~ ~ _ ~~l..~L.lJ;"S ~JMf,_",T...... 'Q ~ g,? . C ftOCb \c>6) I ~ I ~ 0 o~ I~ oi ~ "'~ AI' ,.p..c:..~ ~-~ I If""" .) , I 0 I~ I::>~ o . ~ ~ ct I : I ,II ~ ). ",... / ~ ,ro" ~ 1';1 .. 5618333511-W P JACOBSON PA ~659 P01 JUL 07 '06 16 14 This instrument prepared by and return to. William P Jacobson P.A. 105 S Narcissus Avenue Suite 200 ~ cst PalIn Beadl Florida 33401 ABA..~'mO~MENT OF EASEMENT I lllll~s Abandonment of Easement ("terminanon") having an effective date of ~iS made by Adelphl8 Cable. WITNESSETH WHEREAS, The Lake Worth Christian School Society, Inc. (the "School"), a corporation existing under the laws of the state of Florida with its principal office located at 7592 High Ridge Road, Lantana, Florida 33462, is the owner of certain property described as lots 35 - 45 (the "property") on the plat of Cedar Ridge, a P u.n and High Ridge Commerce Park, A P,LO as recorded in Plat Book 46, Pages 58-61 (the "Plat"), and WHEREAS. there were certain utility easements reserved or granted on the Plat in order to provide ServIces to the owners of lots 3S to 45 The easements include a five (5') foot utility easement on the west side of lots 35-38, a fifteen (15') foot utility easement between the adjacent property line oflots 39 and 40, and a ten (10') foot utility easement surrounding the remainder of the property including the frontage on Forest Court which road was abandoned by the City of Boynton Beach by resolution number 97- 203 adopted on 12-16.97, and WHEREAS, the School is improving the property with certain athletic and related facilities and will not be constructing any residential units on the property Therefore, the utility easements will not be utilized. Adelphia Cable has the right to use the easements for the provision of servlces but, since np utihty services will be provided to any lot owners, it has agreed to abandon any rights which it has in the easements. NOW THEREFORE, Adelphia Cable agrees to abandon and terminate any rights which it has to the use of the utility easements which serve lots 35-45 as shown on the plat of Cedar Ridge, A P U.D and High Ridge Commerce Park, A P.I.O as recorded in Plat Book 46, pages 58-61 of the Public Records of Palm Beach County, Florida. Signatures on follOWIng pal!e 5518333511 ~J P JRCOBSON PR - 550 P01/01 JUL 07 '05 15 15 Signed, Sealed and Acknowledged this _2:~ day of ~ , 2006 r t/ II" ~I I ( , .. ,... ( - , ~v-Ielphla Cable . 'I'"' .........--. -~ Print. ~\~\ \\\itnes,ses STATE OF FLORIDA COUNTY OF PALM BEACH ~~ acknowledged before me !IUs klltf - who is the (! of orized to sign this document, and who IS personally kIlo to me ..a& ieeBt:J.fieati6n. ~ iI. ~ PrintedName~ Notary Public My Commission Expires: ~~'). HEATHER L SMITH . A M'f' COMMII8ION' 00 1S8011 '+",,'1 I!XPIRES: JUIlI 3, 2010 I~TI\l\'I' Fl~Ol__co. -, 5618333511W P JRCOBSON PR 642 P01 JUN 28 '06 14 17 This instrument prepared by and return to Wilham P Jacobson P A. 105 S Narcissus Avenue Suite 200 West Palm Beach Flonda 33401 ABANDONMENT OF EASEMENT ~ 18 Jo;r~is Abandonment of Easement ("terminat!on") having an effective date of f>!j !l 0 IS made by Flonda Public Utihties Company WITNESSETH WHEREAS, The Lake Worth Christian School Society, Inc. (the "School"), a corporation existmg under the laws of the state of Florida with Its principal office located at 7592 High Ridge Road, Lantana, Florida 33462, 1.1) the owner of certain propeny described as lots 35 - 45 (the "property") on the plat of Cedar Ridge, a P U.D and H!gh Ridge Commerce Park, A P to as recorded In Plat Book 46, Pages 58-61 (the "Plat"), and WHEREAS, there were certam utihty easements reserved or granted on the Plat in order to provide servIces to the owners of lots 35 to 45 The easements mclude a five (5') foot utility easement on the west side of lots 35-38, a fifteen (15 ) foot utility easement between the adjacent property hne of lots 39 and 40, and a ten (10') foot utIlIty easement surrounding the remamder of the property mcluding the frontage on Forest Court which road was abandoned by the City of Boynton Beach by resolution number 97- 203 adopted on 12.16-97, and WHEREAS, the SchoollS improvUlg the property with certain athletIc and related facilities and will not be constructing any residential UnIts on the property Therefore, the utility easements will not be utihzed. Flonda Public Utilities Company has the right to use the easements for the provision of services but, since no utility services WIll be provided to any lot owners, it has agreed to abandon any rights whIch It has in the easements. NOW THEREFORE, Flonda Public Utilities Company agrees to abandon and temunate any nghts which it has to the use of the utility easements which serve lots 35- 45 as shown on the plat of Cedar Ridge, A P U.D and High RIdge Commerce Park, A P.LD as recorded in Plat Book 46, pages 58-61 of the Pubhc Records of Palm Beach County Flonda. SIgnatures on following Dage 5618333511 ...J I P JRCOBSON PR - 642 P02 JUN 28 '06 14 17 Slgned, Sealed and Acknowledged this e day of rv~C, 2006 Witnesses ~ ~ ~vV~ Utilities Company cQ- ~ Li~~~z.i~Ir; Pnnt C:IJItIS~I(" c. (AlIJ I'P'S STATE OF FLORIDA COUNTY OF PALM BEACH The fOregoiE-!Wms~IIJl'Dl was,lcknowledged before me Ibi, 4 day of Ju.u{J 2006 by t..:I:1Itl~,/!...t-~/(41D who IS the {.r:~/Y'U of Florida Pubhc Vt hies Company, is authorized to sign thIS d ment. and who IS personally known to me or who has produced a as ldentification. PrinIedNa~,gJ tk,~q' Notary Public My Commission Expires: NOTARy PL'BLI~ ~TATE Of l-1.0RIDA .w PatrIcIa H. Goodwin .,O:lmmJssion # DD464903 BolldIId .....~tJ:es: .AUG. 23, 2009 · '1<14 Atiilnuc BonctinJ Co., Jnc:. 5618333511W P JRCOBSON PR ._ 642 P03 JUN 28 '06 14 17 This instrument prepared by and return to William P Jacobson P.A. 105 S Narci'isus Avenue SUIte 200 West Palm Beach Florida 33401 ABANDONMENT OF EASEMENT This Abandonment of Easement ("termination") having an effective date of :1.JM,r' '1. , '200(.,15 made by Bell South TelecommumcatIons, Inc. WITNESSETH WHEREAS, The Lake Worth Christian School SocIety, Inc. (the "School"), a corporation eXIstmg under the laws of the state of Flonda wIth its princlpal office located at 7592 High Ridge Road, Lantana, Flonda 33462, is the owner of certam property described as lots 35 - 45 (the "propeny") on the plat of Cedar Ridge, a P U.D and HIgh Ridge Commerce Park, A P.I D as recorded in Plat Book 46, Pages 58-61 (the "Plat"), and WHEREAS, there were certain utility easement.s reserved or granted on the Plat in order to provuie services to the owners of lots 35 to 45 The easements include a five (5') foot utility easement on the west side of lots 35.38, a fifteen (15') foot utility easement between the adjacent property line of lots 39 and 40, and a ten (10') foot utility easement surroundmg the remamder of the property includmg the frontage on Forest Court which road was abandoned by the City of Boynton Beach by resolution number 97- 203 adopted on 12-16.97, and WHEREAS, the School is improving the property with certam athletic and related faCIlitIes and will not be constructmg any residential units on the property Therefore, the utility easements will not be utilized. Bell South Telecommunications, Inc has the right to use the easements for the provision of servIces but, since no utilIty servlces will be provided to any lot owners. It has agreed to abandon any rights which 1t has in the easements. NOW THEREFORE, Bell South Telecommunication..., Inc. agrees to abandon and terminate any rights whIch It has to the use of the utihty easements which serve lots 35. 45 as shown on the plat of Cedar RIdge, A P U.D and High Rldge Commerce Park, A P 1.0 as recorded in Plat Book 46, pages 58-61 of the Public Records of Palm Beach County. Flonda. Signatures on followmg page 5618333511 1,1 P JACOBSOt~ PA 636 P02 JUN 19 '06 19 47 (f) City of Boynton Beach Building Division . To: EASEMENT CO~~ENJ E..-f ~ L Name of easement hold.r Addf8SS~ ~'3'2q S m.it14.~ W. ~~\~k.~ ~:J43~ OantJemen: I am the record titleholder of property located at~ ~ DbftU Citf'lfr..ftt".~ I propose to apply for a permit from the CI1:y of B~ton Beach to conlltruct or install a ~?t. KiwI; UtdJ,... . "',r~ .hPfIu. In the .c- L- easement on my property, legally describeda.9r. 5B1:r A. __~ lb-,,.-._ ~ lm B~~ or Metes & Bounds Subdivision ~ .r.~~ puD .. ~ ~ ~ ~.~~ pM1Jt- ~41:.. K.6l-4.1 P1ea:st! complflte the section beIcw indiastlng your approval or disepprov.i of this work. t understand that you will not be responsible for re I above referenced Improvement and that sny mo necessary for your use or access to thIs @ase nt succeatora In interest. S'8' - l!J ~,~ Owner's Phone ., to, or replacement of, any portion of the I or repl~cement of this Improvement e rformed at my~se or -4-1 i/ ~ ()f, ers Signature & Oafe Owner's Signature & Date ACKNOWLEDGEMENT lIWe (agree) (do net agree) to the proposed improvement under the circumstances duc:ribed Qn pages 3 and 4 of this document. FLO~\OA. ~O\NE"R. ~ L\G.HT Name of e8lement holcier(s) By. ~~ Title: C P IV\. 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'If' ,,,.,,, 0 - -H 0 ft).\ - t/1 I 1/" of, 35 S J:, (k7"w I 'Io"'~ ~~7 I 42 "".IYft ......... ..,..... (\J ,1fI~ ....I~~ W 43 U ,II.'" 0: (\ <( 'lo' a.. '"' ..,. ,II (44 ,'I ." r::.~ '\' x f1i\7 I.~."C."'~ ~ ,......." 'b~ ... )( 45 0" ,"I. w 41 .,..... l)'9.tlt\... --~ ( c r' I ~ \fI.~ J .~ ~ I ~ I~ ~ I;: ~ \ ( I ~ ,Ill ~ ,II "" ,.,.ifto .. ,C?J,''''l I \~ lIf\ I I l~ I~ ,. I~ ~; ,,,,. ~ I~ -~ I~ ~ ~. -r I ,,,, '" .,.1fII ,'" '" . P.-~ ,.f'I' \ro I ~ .- i I I I I 1 \w I~ \- Jlo ,,, ,,, lrO KIMBERL Y A. DELLASTATIOUS, P.A. Architecture and Planning .AAC00J716 422 North Dixie Highway Lake Worth, Florida 33460 (561) 582-5622 (561) 582-5623 FAX June 24, 2006 Mr Ed Breese Planning and Zoning Department City of Boynton Beach Boynton Beach, Fl. RE. LAKE WORTH CHRISTIAN SCHOOL ATHLETIC COMPLEX SUBMITTAL Dear Ed, Please accept our plans for Minor Site Plan Approval. This is the second submittal that is responding to the first set of staff comments. Weare requesting that we attend the next staff (TRC) meeting so that we may address any questions or comments at that time to expedite the procedure. Please notify us of the date of that meeting. Once again to summarize what our request is, I have spelled out what we are requesting for the Minor Site Plan Approval as Phase One. Phase One includes. 1 Relocation of the existing fields and a new practice track area. 2. Site fencing and ball field fencing. 3 Paving and Grading of the new parking lot drives and spaces. 4 All underground infrastructure for the water and sewer and paving and drainage. 5 Dry retention areas. 6 A Lift Station. 7 Lighting for the new parking lot. 8. Landscaping of the new areas and infilllandscaping for the existing site area. 9 New restrooms next to the newly relocated fields. lOA new maintenance building (one exists in trailer form in an inappropriate location which will be removed). 11 Plans for new field lighting have been omitted from the first submittal. 12. A sports score board. Phase Two we know will require a Major Site Plan approval. The work in Phase Two includes. 1 A new early child care development center (ECDC). 2. Completion of the athletic complex building adjacent to the Phase One restrooms. The parking, water and sewer, lift station, and site drainage and dry retention have been designed in phase one to accommodate the phase two construction. We do not wish to have to destroy any of the Phase One improvements (ie: paving, fields) in order to complete Phase Two's scope of work. If there is anything that we are asking to have included in Phase One Minor Site Plan approval that makes us cross the threshold for acceptance for a minor approval, please notify us and we will transfer that item to Phase Two. You should have on file letters from the surroundmg neighbors supporting this project. The letters were submitted at the time of the initial submittal. Comments received from the City and dated March 24, 2006 were addressed and a synopsis of each comment is listed below Comment Number I This will be done. 2. Dumpster enclosure has been added to sheet A-9 3 Trees have been adjusted accordingly Please not e that the trees located immediately behind the dumpster are at a grade level five higher than the dumpster pad. See sheet 3/5C of the civil drawings for site grade heights. 4 See sheet 2/5C Civil for signage locations and traffic control devices, 4/5C Civil for parking striping. 5 All lanes are one lane and one way only It is not intended to have two lanes at any location. The driveway width is a result of the required back up distance for the parking stalls. 6 Note added to CS-I, top left. 7 So noted. 8. So noted. 9 We have added an oversize master site plan sheet atthe rear of the drawing package. Scale is I 70 The site plan on the cover sheet is basically a site map showing what sheet items are found on. 10 So provided. II We have done the best we could. All sheets cannot have the same orientation due to the scale and age of the drawings. All sheets with the exception of the boundary survey are orientated in the same manner 12. We have shown the parking lot lighting (graphic poles) on the site plan sheets A-8, A-9, and on sheet EP- I we have shown the photometric values. 13 Easements are shown on the landscape plans and we have follow FPL's "Plant the Right Tree in the Right Place" 14 See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 15 See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 16 See attached letter from Michael B Schorah and Associates, Inc. for answers to Civil comments. 17 See attached letter from Michael B Schorah and Associates, Inc. for answers to Civil comments. 18. See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 19 See attached letter from Michael B Schorah and Associates, Inc. for answers to Civil comments. 20 Landscape plans were sent to all of the utility companies and no utility company had any problem with the trees we are proposing. All trees follow the guidelines ofFPL's "Plant the Right Tree in the Right Place" 21 See attached letter from Michael B Schorah and Associates, Inc. for answers to Civil comments. 22. Fire Flow calculations were submitted at the time of the first submittal. I will attach the Fire Flow calculations again to this letter 23 See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 24 See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 25 See attached letter from Michael B Schorah and Associates, Inc. for answers to Civil comments. 26. See attached letter from Michael B Schorah and Associates, Inc. for answers to Civil comments. 27 See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 28. See attached letter from Michael B Schorah and Associates, Inc. for answers to Civil comments. 29 See attached letter from Michael B Schorah and Associates, Inc. for answers to Civil comments. 30. See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 3 I See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 32. See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 33 See attached letter from Michael B Schorah and Associates, Inc. for answers to Civil comments. 34 See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 35 See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 36 See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 37 See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 38. See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 39 See attached letter from Michael B. Schorah and Associates, Inc. for answers to Civil comments. 40 See attached letter from Michael B Schorah and Associates, Inc. for answers to Civil comments. 41 We surveyed the existing landscaping on the current site and compared it with the last approved landscape plan on file with the city We have added landscaping to infill the damaged or missing landscaping to the existing site. Please refer to "Plant Schedule #2" on sheets L-6, L-7 for this revision to the landscape plans. 42. The Landscape plans have been revised to show this. L-3 43 The Landscape plans have been revised to show this. L-6. Kevin H. approved the shown height. 44 All trees follow the guidelines ofFPL's "Plant the Right Tree in the Right Place" 45 See L-3 for detail. 46 See L- 3 for detail. 47 See L- 3 for detail. 48. See L-3 for detail. 49 Note has been added to the bottom of Plant Schedule #1, L-3 50 Scale is 3/16" - l' -0" and is noted on plans. Sections show the correct details at the area where the section has been cut. Sod is indicated on L-1 (bahia) for the retention area. 51 This note has been added on L-2, Irrigation Specifications, #7 52. This note has been added on L-2, Irrigation Specifications, #8 53 Approvals have been received from the Utility companies as attached. We are currently waiting for the FPL approval letter We have met with FPL several times. Verbally, they have communicated they do not have an issue with anything we have proposed and we are waiting for this to be put in writing. 54 We have omitted the ball field lighting from the project. 55 This has been redesigned. Now a 3 1 slope only exists with no complicated grading from the existing wall to the new wall. See grade elevations on A-8, 3/5C Civil. 56. Corrected. 57 See "Parking Calculations" under the "Site Data" area in sheet CS-I 58. See A-12, A-B, A-IS and attached color chart. 59 See A-12, A-B, A-IS, and attached color chart. 60 So noted. 61 So noted. If you have any questions, please feel free to call me. Sincerely, KIMBERLY A. D[LLAS: nOllS, P.A. Kim Dellastatious AlA, NCARB President Attach. City original comments Michael B. Schorah, Inc. comments Fire Flow Test results Color chart Utility letters Drainage calculations (copy) 01/24/2002 18 57 5617426259 PLANNING PAGE 02 1Slll ~~~ a'? '} 'l ~-J- "7t; l' '? :7 . ..J:6f. Citu ol&UDtOJJ Beach. DEVELOPMENT DEPARTMENT PLANNING AND ZONING DMSON 100 E. Boynton Beach Boulevard P.O. Box 310 Boynton Beach, Florida 33425-0310 TEL: 561 742-6260 FAX: 561 742-6259 " ..<~".(:::..~'~. .. ,to" '\ ", , \ ;~, I . ,I:t f,;> :~,::.~ _':.: ;,~:" ~l ~< www.boynton-beach.org March 24, 2006 Ms. Kimberly Dellastatious Kimberly Dellastatious Architecture & Planning 422 North Obue Highway Lake Worth, Fl33460 Re. Lake Worth Christian School (MMSP 06~004) Dear Ms. Dellastatious The City of Boynton Beach staffhas reviewed the revisions to your plans for the above-mentioned project. The following comments are being forwarded to you for your review and response: Pnor to permIt application contact the Public Works Department (561- 742-6200) regardmg the storage and handling of refuse per the CODE, Section 10-26 (a). :FED ? G Provide a durnpst~r enclosure per tl~e LDR, Chapter 2, SectIOn 11.J.2.b. and constructed In ~ A - ~ /1 . accordance w1th Clty Standard Draw111g 0-4. ~ ~J, ..: 3 Gumbo Limbo, Green Buttonwood, and LIve Oak are proposed adjacent to the dwnpster enclosure. ThlS may pose a vertical conflict for Solid Waste in picking up the dumpster Please adjust tree locations a sufficient distance away from the dumpster enclosure to resolve thlS conflICt. AJ 'w;f-Q[/ <l fJoiE ~ (~PT ~ ~f- !>1J1\A;~ ~ P~D A-:J ~ ~ ~LoI'1 H1'- ~ 't ~ 4. On the Site and Civil plans, show and identify all necessary traffic control devices such as stop r bars, stop SignS. double yellow lane separators striping, directional arrows and <<Do Not Enter" signage, etc. See City Standard Drawings "K" Series for stnpmg details. Fru;.j) f-\M u C<; ID?LtfT Ai 5 It appears that two lanes of one-way traffic will be allowed along the new drive aIsles. On the north side the two lanes (one-way) narrow to one lane. No pavement markings have been shown for merging traffic. Please correct. 6 Add a general note to the Site Plan that)all plans submitted for specific permits shall meet the City's Code requirements at time of app1icat1on. These permits include, but arc not limIted to, the following: pavmg, dramagc, 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 Dramage District (LWDD), Florida Department of Environmental ProtectIon (FDEP), Palm Beach ~f8 1~1b 6P -- 01/24/2002 18 57 PLANNING PAGE 03 5617426259 . Page 2 March 24, 2006 County Health Department (PBCHD), Palm Beach County Engineering Department fl ~ (PBCED), Palm Beach County Department of Environmental Resource Management II.... (PBCDERM) and any others, shall be included with the pennlt request. 7 All comments requinng changes and/or corrections to the plans shall be reflected on all appropriate sheets. 8. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the Minor Site :Plan Modification process does not ensure that additional comments may not be generated at permit review 9 The Master Site Plan has been shown at a scale of 1 70 Is It possible to utilize a more / conventional scale. ~D ~ 5AlD o'f:. 5JfJe..(; 11" IS gAS'~ A tf711 ~\b 10 Provide a graphic scale on the Boundary & Topo Survey sheets.; ~\ f.' {^i ..... 11 Please prOVJde all sheets, including the survey, site, cIvil and landscape plans, at the same ./. . DV orientatIon for north to make it easier to compare and evaluate different sections ofthe plans. '....\M f'12\~how proposed slte hghting on the master site plan (LDR, Chapter 4, Section 7.B 4) ~ \:.:JC C--ln (PIWll? L-l~/~1S"to M)cP-&f 13 Show all above-ground and below-ground utilities; mcluding electric, on the Landscape planS. Landscaping shall be designed and installed in accordance with FPL's "Plant the Right Tree in the Right Place" ~ ~ K\M I L}'l"\) r t y2... t:c rl2.- F 12- '? 14 Provide information regardmg whether fill will need to be imported or excavated material hauled off-site and the quantlty involved so that we can provide information regardmg an Excavatton & Fill permit and associated surety p e 15 ProvIde an cngmeer's certi ncatIon on the Drainage Plan as specified in LDR, Chapter 4, Section I 7.F.2. f ~ 16 Specify stonn sewer diameters, inlets types, etc. on dratnage plan. IndIcate grate, rim and mvert elevations for all structures. Indicate grade of stonn sewer segments. Indicate material specIficatIOns for storm sewer 17 Full drainage plans, mcluding drainage calculabons, in accordance wlth the LDR. Chapter 6 ArtIcle N, SectIon 5 will be required at the tlme ofpennitting. 18. Paving, Dramage and $lte details win not be reviewed for construction acceptabilIty at this time. All engineenng construction details shall be in accordance with the apphcab Ie City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. 19 Please provide a tirnelinc that clearly illustrates when water and sewer services will be required to serve the proposed project. Also provide milestone dates for pennit application, the start of construction, and the setting of the first water mcter ThIs timcline will be used to determine the adequacy of water and wastewater treatment capacity for your project upon the proJcct's completIon, so please be as accurate as possible. /' 23 The LDR, Chapter 6, Article N, Section 16 requires that all pomts on each building wlll be f:f2.. within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition~J'!ydr.aDh; _--------..-- - --,- - -----.,,-- ~f(24)h~section 26-34(E) requrres ~t~t.;,;;.;~ :"ervatio~~Gt~~P~i:~O: thi;:;-~t~. ~ \. /eIther upon the request for the Department's sIgnature on the Health Department application .!> ~ I forms or within seven (7) ~ of site plan approval, whichever o~cUT;LPX;St. TIEs_~i1I be 7ftJvt.--ct':rr :., __ _~:~:rmined based upon final meter size, or expected demand. ) ~ /0' 't"q II ~i)f!6Y2...____ r., ~ . i f 25 Comprehensive Plan Pohcy 3 C.3 4 requires the eonservabon of potable water As other sources are readily aVaIlable City water shall not be allowed for irrigation. ~I,,^ ..--- (.r- ) ? \ l I i 1------- ~tL f- ~. ftL. 01/24/2002 18 57 PLANNING PAGE 04 5617426259 . Page 3 March 24, 2006 20 All utility easements and utility lines shan be shown on the site plan and landscape plans (as we]] as the Water and Sewer Plans) so that we may determine whlch appurtenances, trees or shrubbery may interfere with utilities. In general, palm trees will be the only tree specIes allowed Wlthm utility easements. Canopy trees may be planted outsIde of the easement so that roots and branches will not impact those uhlities within the easement m the foreseeable future. The LDR, Chapter 7.5, Arttele I, Section 18.1 gIves pubhc uttI1ties the authority to remove any trees that interfere with utility servIces, either in utility easements or public rights-of-way 21 Palm Beach County Health Department permits will be reqUIred for the water and sewer systems serving thIS project (CODE, SectIon 26-12) 22. Fire flow calculations will be requIred demonstrating the City Code requirement ofl,SOO g.p.m. (500 g.p.m. some residential developments) with 20 p.S.1 reSIdual pressure as stated in the LDR, Chapter 6, Article IV, SectIOn 16, or the reqUIrement Imposed by Insurance underwnters, whIchever is greater (CODE, SectIOn 26-16(b )). \:---' ;"'": ! f;Lf 'S \) b M 1""\""1"6 ) I ,Wi f-J l ", L -Lrt r~~n 26. 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 12 feet. The easements shall be dedicated via separate Instrument to the City as stated in CODE Sec. 26-33(a). 27 This office will not require surety for Installation of the water and sewer utilities, on condItion that the systems be fully completed, and given to the City Utihties Department before the first penn anent meter is set. Note that setting of a pcnnanent water meter IS a prerequisite to obtaining the Certificate of Occupancy P ft. 28 A building permit for this project shall not be issued until tins Department has approved the plans for the water and/or sewer improvements reqUlred to service thIS project, m accordance with the CODE, Section 26-15 I( ~ tL. 29 Appropnate backflow preventer(s) will be required on the domestIC water service to the building, and the fire spnnkler lme if there is one, in accordance WIth the CODE, Section 26-207 ~.rL. 30 Provide a minimum of 1 O~ft. separation between water main, sarutary sewer, and stonn sewer lines. Please note that City of Boynton Beach separatIon standards are more stringent that FDEP standards. 01/24/2002 18 57 5617426259 PLANNING PAGE 05 . Page 4 March 24,2006 31 The proposed Water & Sanitary Plan does not appear to accurately reflect existing condltions. ~ ~ ~ For instance, there is existmg water and sewer in the Forest Ct. right-of-way that will have to be ? abandoned and/or removed. Please show all utIlities, existmg and proposed on the Water & Sanitary Plan. t~ 32. Proposed 2-1ll. force main is shown outfalhng 1Oto a graVIty manhole. Please correct. r~ 33 Jnvestigate the possibility ofreversmg the slope of the samtary sewermam so that the proposed sanitary main would tle directly 1Oto the gravity system in the adjacent Cedar Rtdge subdIvision. This would eliminate the need for a hft station. 34 If it is determ10ed that a hft station IS reqUIred for this project 1t shall be privately owned and \ . \L.--- maintained. 35 Clearly indicate on the plans that all sanitary sewer mainline (gravity and foree malO) and ~ ,'L , r services, including any required 11ft statIon, shall be privately owned and maintained. y \(, 36 Relocate the four proposed water meters and RPZ's closer to the water mam. Place meters ill a grassy area and include Wlthin the utility easement. The RPZ's shall be placed outside the utility easements and shall be pnvately owned and mai.ntained. \ .y., 37 Double valve the two proposed connectlons to eXisting water mam. J ,.., '1' .i 38 All water services under pavement shall be Copper K. fv.. \:~ 39 Clearly indicate on the plans the service Ime SIzes and meter sizes for the pwposes of calculating reservation fees. 40 Utility construction details will not be reviewed for constructIon acceptability at this time. All f-' tl-- utility construction details shall be in accordance Wlth the Utilities Department's "UtiUties Engineering Design Handbook and Construction Standards" man.ual (including any updates) o ~~m be reviewed at the time of constructIon permit appllcanoo.. ~ /\ ,,);, !.o.--{ 41 he Landscape Architect should review the existing trees / landscape on the existing school site tY'"'," ~ \J '- against the original approved landscape plan and show replacement of all missing trees / v vegetation. This mfonnation should be shown on the current landscape plan and be completed " i\,jJ I along WIth the current athletic complex project. [Environmental Regulatlons, Chapter 7.5, Article ~~. . I Sec. 7.D p 2.J ~ .\ 42. All shade and P:lm trees must b 'sted in the description as a minimum of 12'-14' heIght, 3" ./r -{ DBR (4.5' off the groun not caliper and Florida #1 (Flonda Grades and Standards manual) The height of the trees may e arger than 12'-14' to meet the 3" diameter requirement; or any (" j ~1 r'l ~ Yl ",. (.. fU;.:,?("1 r : .~__- ..... . (<. _'6~ clear trunk (c.t.) specifications. [Environmental Regulations, Chapter 7 5, Article II Sec. 5 C. 2.J ~\rhe landscape design does not ,"elude the City signature trees (Tiboehm. gnmulosa).al the ~ ~n'~ess / egress areas to the Site. These trees must meet the mmimwn size specifications for trees. [Environmental Regulations, Chapter 7.5, Article IT Sec. 5 C.3.N J ,,' (JA lltl'-JlT I( Stt.l I J\ D~~ ~ 4 c;~) \J r" I, ~ !~. r-'( 01/24/2002 18 57 PLANNING PAGE 06 5617426259 . Page S March 24, 2006 44. All trees proposed under any existing overhead electric power lines (if applicable) must meet the FP & L Right tree in the Right Place manual selection for small trees only ~~ \~ 'f\ \ _1 46 The landscape sheet should include a palm tree planting detail line indIcatmg where the clear f< G U~ trunk and height of all of the palm trees will be measured at ttme ofplantmg and inspectl~ " ~ _. j;j..-----' 47 The landscape sheet should mclude a shrub and groundcover planting detail line indicating where R f[S '{)\Il""'- - the heIght and spread of the shrubs and groundcover plants will be measured at time ofplantmg and inspection. 45 The landscape sheet should Include a line indIcating where the diameter and height of all of the trees will be measured at time of planting and inspectIOn. ~ 48 All shrubs and groundcover plants should have a hClght and spread dimension. t () C'\. (\ ~~-- 49 The applIcant should add a note that all utility boxes or structures (not currently known or shown ~\Ir - on the plan) should be screened WIth Coco plum hedge plants on three sldes. 50 The applicant should show all of the section details (A-A through 0-0) at the actual heights of the proposed trees and vegetation to scale. This will show the visual buffer proposed for these areas throughout the SIte at time of installation and inspection. This would include the construction details for the retaining wall, grassy slope, and type of sod for the tnangular retention area on the plans. L -- ~ /SVTurf and landscape (beddmg plants) areas should be deslgned on separate zones and time duration for water conservation. ftJ!? #-- 7 (; 8 L- Z 2\ 11JS"'~lb~- 52:jTrees should have separate ImgatlOn bubblers to provide water directly to the foot ball. J [Environmental Regulations, Chapter 7.5~ Article n Sec. 5 C.2] ~nO ~.~~ f5..'\) \) 7 ~a1f 53 It would appear as though improvements such as fences and retaining walls are bemg constructed in utility easements. If this is the case, approval from the appropriate utility authorities is needed_ !M\l,.,tJG - 54 The ballfield lighting depicted on Sheet PH-l indicates spillage onto private residences to the west ofthe basebalVsoccer field. There can be no spillage onto private property Additionally, no details are provided on these particular poles, fIxtures, or the associated height of these I1ghting fixtures. r 55 Provide an addItIOnal cross-section detail along the eastbound loop road extension to the athletic fields, depicting the proposed new retainmg wall, just slightly east ofwhere the existmg retaining wall ends. e (0:>p..~LI€O 56 The parking stall size diagrams on Sh ts 3C d A-8 are mcorrect. The stall dimensions are correctly portrayed on Sheet A-9 Pleas OIr all sheets to match. ~fM - ~\M --- 57 Please provide the necessary parking calculations associated with the improvements. (<-1M 58. Building elevations have not been provided for the new mamtenance and restroom buildings. Please provide the elevations of each side of the structures, including materials for all building - l~ {J R8 Rt> RfS RfS 01/24/2002 18 57 5517425259 PLANNING PAGE 07 . Page 6 components and their associated color March 24, 2006 \J .M v,; 59 Colors were not provided for the metal roof, stucco or roll-up door depicted on the dugout structures. Color ch1ps are required for the [mishes on all structures, inc1udmg pamt manufacturer, color name and number 60 Note that the floor plans and any structural details have not been reviewed as part of this Minor ./ Site Plan Modi ficatJon process. The plans WIll be revi ewed for Buildmg Code compliance at the time ofpennitting. , This review only considers those elements of the plan noted as Phase I. Further, fonnal review, will subsequently be required fOT Phase II. Plcase submIt revised plans reflecting the changes discussed above to continue the review of your request through the process. Do not hesitate to contact me with any questions or ifthere is anything I can do to asSISt you. Sincerely, ~ Ed Breese Principal Planner CC Karen Main, Plan Review Analyst Laurinda Logan, Senior Engmeer Kevin Hallahan, City Forester I I - SUITE 206 1850 FOREST HILL BLVD - WEST PALM BEACH. FL 33406 - III Michael B Schorah and Associates, Inc. PHONE (561) 968-0080 - FAX (561) 642-9726 ENGINEERS. SURVEYORS. DEVELOPMENT CONSULTANTS WWW SCHORAH COM EB * 143B May 12, 2006 Kimberly Dellastatious Architecture and Planning 422 No Dixie Highway Lake Worth, Florida 33460 Attn Ms. Kimberly Dellastatious RE LAKE WORTH CHRISTIAN SCHOOL ATHLETIC COMPLEX Dear Ms. Dellastatious The following is our response to the Engineering Plan issues identified in the comments letter dated 3/24/06 for the subject from the City of Boynton Beach Our comments are as follows 4 Sheet 2 of 5C, MBSA Job No 1209, shows the proposed signing and striping for the project. 5 All lanes are one lane and one way only It is not intended to have two lanes at any location The driveway width is a result of the required back up distance for the parking stalls. 14 The material excavated from the dry retention areas will be utilized to fill the building pads for future buildings, for berms and for subgrade in the parking area It is not anticipated that fill material will be removed or imported (Continued) CIVIL. STRUCTURAL. DRAINAGE. HIGHWAYS · WATER & SEWER. SURVEY MICHAEL B. SCHORAH & ASSOCIATES, INC. 21 23 24 25 Ms. Kimberly Dellastatious May 12, 2006 Page 2 15 Signed and sealed storm water management calculations and construction drawings are provided 16 The items noted on this comment are shown on the Paving and Drainage Plans (MBSA Job No 1209 in 5 sheets) submitted previously and attached herewith 17 The items requested are included herewith (J}LC5 WE~ SU}7M ITTF- i) l-J llMe lHvt 'tot) 1+p.0E --meA b\J f=L.LE. 18 Note that it is our opinion that plans meet the noted requirement and that the construction permit process will be the contractor's responsibility for submittals 19 The proposed development schedule will be provided by the school and/or planning consultant. The Health Department permits will be submitted following the City review and approval Fire hydrant locations are shown on sheet 2 of 5A (MBSA Job No 1209) and are within 200' of all points of the building. Capacity costs will be paid prior to requesting permit signatures Irrigation will be from an existing permitted well system not potable water (Continued) MICHAEL B. SCHORAH & ASSOCIATES, INC. Ms. Kimberly Dellastatious May 12, 2006 Page 3 26 Utility Easements for the water system, which will be turned over to the City, are shown on the Water and Sewer Plans (sheet 1 thru 5A MBSA Job No 1209) 27 Comment is noted 28 Comment is noted 29 These are shown on the Water and Sewer Plan (sheets 1 thru 5A MBSA Job No 1209) 30 This separation is shown on the Water and Sewer Plans (MBSA Job No 1209) 31 Previous discussions with City staff indicated that the lines in Forest Court, which has been abandoned by the City, were not installed If those lines exist it is intended that they will be abandoned and removed Please clarify with the City as to whether the lines exist and how they would like them shown and abandoned 32 The on-site private sewer system will include a grinder pump station with a 2" private force main connection to the City system. We are proposing that this connection be made to the existing manhole shown 33 The existing system, based on the record data reviewed, is not deep enough to allow for a gravity connection from the proposed facility (Continued) MICHAEL B. SCHORAH & ASSOCIATES, INC. Ms. Kimberly Dellastatious May 12, 2006 Page 4 34 The lift station is noted as private on the Water and Sewer Plan (MBSA Job No 1209) 35 Both the plan sheet (sheet 2 of SA) and the lift station sheet (sheet 5 of SA) indicate that the sewer system is privately owned 36 The meters and RPZ's have been relocated as requested 37 Double value connection to the existing main has been added as requested 38 This has been noted on the plan as requested 39 The service size and meter size is shown as requested 40 Comment is noted No other items noted in the City letter of March 24, 2006 appear to be related to the engineering plan submittal Attached herewith is a copy of the revised plans for your use Please contact me if you have any questions or comments regarding these items. Very Truly Yours, ~~ .rC-. ~jerick Roth, Jr , P E. 1209\FR\lld\Letters\Dellastatious-5-12-06.doc ~~ ~ead 'lUte ~e4Ceee FLOW TEST Request Date 10/14/05 Company. Kimberly A. Dellastatious Requested From Kimberly Dellastatious 422 N Dixie Highway Telephone Number. 582-5622 Lake Worth, FL 33460 Facsimile Number. 582-5623 loJ;"t/Df ~/<. location 7592 High Ridge Road - lake Worth Christian School * DIAGRAM * (Include direction street names, hydrant locations intersections and main sizes) r H N I G H R I lAKE WORTH 0 CHRISTIAN SCHOOL G E H#@ R 0 H#<D Hydrant 1 Hydrant 2 Static Reading 50 psi Flow Reading 32 psi = 952 gpm Residual Reading 40 psi Assign Date 10/14/05 Tested By. FF III Aaron Test Date 10/17/05 Time Tested 1000 hrs AVAILABLE GPM AT 20 PSI RESIDUAL 1,723 gpm KIMBERLY A. DELLASTATIOUS, P.A. Architecture and Planning .AAC00J716 422 North Dixie Highway Lake Worth, Florida 33460 (561) 582-5622 (561) 582-5623 FAX June 24, 2006 Mr Ed Breese Planmng and Zonmg Department CIty of Boynton Beach Boynton Beach, Fl. The followmg are color selectIOns and matenals for the buildmgs that are part of the Minor SIte Plan approval for the Lake Worth ChrIstian AthletIC Complex (per comment #58 and #59 of staff comments). DUGOUT STUCCO PRATT & LAMBERT "GLOW 1737 Bl/2" 1735 Glow B1/2 DUGOUT COLUMNS FASCIA WOOD BEAMS 75 PRATT & LAMBERT "YELLOW RADIANCE l737BY/5" 1737 1 = Yellow Radiance BY/5 DUGOUT METAL ROOF GARAGE DOOR ELECTRIC BLUE FIRESTONE UNA-CLAD STANDING SEAM UC3 PANELS "ELECTRIC BLUE" BATHROOM & MAINTENANCE BODY STUCCO BASE STUCCO FASCIA BOARD BATHROOM & MAINTENANCE METAL ROOF SKY BLUE SR SHERWIN WILLIAMS " SW 2346" HERALDIC IVORY AT BODY " SW 2337" BACON YELLOW AT BASE AND WOOD LOUVER TRIM " SW 2264" NEWPORT BLUE FIRESTONE UNA-CLAD STANDING SEAM UC3 PANELS "SKY BLUE SR" ALL METAL EXIT DOORS AND FRAMES, AND MAINTENANCE GARAGE DOORS TO MATCH THE BODY BASE COLOR (SW 2346 HERALDIC IVORY) ALL STOREFRONT DOORS AND WINDOW FRAMES TO BE OF WHITE STOREFRONT Sincerely, KIMBERLY A. DELLASTATIODS, P.A. Kim Db, NCARB President 65/08/2606 11 02 561833- 1. WPJ PAGE 03 7iAldelphia Engineering Department 1401 Nortbpomt Parkway West Palm Beach, Fl 33047 Wednesday May 4. 2006 William P Jacobson P.A. 105 S. Narcissus An Suite 200 West Palm Beach, Flonda 33401 Phone: 561-833-4440 Fax 561-833-3511 RE Lake Worth Chnsflan Schooi abandonment or ~~ements Dear Mr Jacobson, In revleVv1ng your request on the above ref project, Adelphia (WPB) has no objectIOns nor conflicts Wlth your proposed plans and., does not encroach onto our easements or otherwIse mterfere with the provisIOn of service to our customers. Should you ha'\'e any other questIOns. please feel free to call me at 1-561-656-8931/ Fax Number - 1-561-640-3996 / e-mall- mike.west@adelphla.com 05/08/2005 11 02 5518- 511 WPJ ~...., ..,...' <:.u...<:. .l.C .l.C L., I HU'1~UN DLe ~ 8333511 PAGE 02 f-.O 776 (;)12101 @ BEI.LSOUTH BellSouth. Teleconul1unkations. Inc. EDgiDeerb1& Dep2rtmeDt 2021 So. M11itIry Trail Room 107 Wt!!It Palm Buch, FL 33415 Office: !l61--t39-'1l8 Fax: 561-"-4-3499 Via U.S. Mall & Fax May 1, 2006 William P Jacobson, P .A. 105 South Narcissus Avenue Suite 200 West Palm Beach. Florida 33401 Re Lake Worth Christian Church Easement Abandonment. West of 1-9S & East of High Ridge Road. Boynton Beach, Florida Dear Mr Jac.obson: BellSouth has reviewed the above-menboned request provided to this office In your April 27, 2006 correspondence and based on a records invesbgation it does not appear that the requested abandonment's are necessary for provisioning telecommunIcation services In the vICinity Please contact my office to have the abandonment documents executed by BellSouth's Director of Engineer1ng, Mrs. Barbara Ball. ej]1c p- Robert C Lowen Project Manager Attachment 05/15/2006 08 47 56183 11 W::lJ PAGE en A FLORIDA PUBLIC UTILITIES FPUC Ref #002 May 10, 2006 William P Jacobson 105 S Narcissus Ave Suite 200 West Palm Beach FL 33401 RE Lake Worth Christian School abandonment of easements Dear William P Jacobson Please be advised that Flonda Public Utilities Company has no objection to the abandonment of the existing Right of Way or easement as described in your letter At the present time we have no underground gas distribution facilities located within the limits of the proposed abandonment. If you have any additional questions or concerns please feel free to call me at 561-838-1771 Sincerely, ~ -pm Patty Mcleod Engineering Technician PO BOX 3395 .... Wesl Palm Beach, Floricla J3402-~,395 ... phone: 561 832.0872 At. Web: _fpuc.com Lake Worth Christian School Athletic Complex Surface Water Management Study: Summary of Calculations January, 2006 Prepared by. Michael B. Schorah and Associates, Inc. 1850 Forest Hill Blvd., Suite 206 West Palm Beach, Florida 33406 (561) 968-0080 EB#2438 ~~ ';~/ob Frederick Roth, Jr., P.E. - Florida Registration # 18991 For- Michael B. Schorah & Associates, Inc. Lake Worth Christian School Surface Water Management Study January, 2006 1 BASE DATA The design requirements for the surface water management system are based on the guidelines contained in the South Florida Water Management District (SFWMD) Environmental Resource Permit Information Manual Volume IV General surface water management design criteria include 1 Design Storm (Min Perimeter Berm) 100 yr-1 day with rainfall = 14 0" Flood Elev (Min Finished Floors): 100yr-3 day with rainfall = 170" Road Elev 5yr-1 day with rainfall = 7 0" 2. SFWMD Soil Type = Flatwoods (Documented Coastal Ridge) 3 Average Water Table Elevation = 5 0' 4 Allowable Discharge None - All storm water up to the 100 yr, 1 day storm to be retained on site. 2. SITE DATA The study described in this report is for the development of an athletic complex as an extension of the existing facilities at Lake Worth Christian School (see plans for details) The additional facilities, which include a number of ball fields, buildings and associated parking areas and roadways, will have a dedicated surface water management system, independent of that for the existing school The breakdown of the surface water management system for the new facilities is. Total Area = Pervious Area = % Pervious = Impervious Area = 1050 Ac. 7 42 Ac. 700% 3 08 Ac. Page 2 of 5 Lake Worth Christian School Surface Water Management Study January, 2006 % Impervious Building Area 1 = 300% o 63 Ac. (included in impervious area) = 3. STAGE-STORAGE ASSUMPTIONS Dry Retention 1 (base) 2. 0 11 Ac. from 14 0' up Dry Retention 1 (bank). 0.38 Ac. from 14 0' to 18 0' Dry Retention 2 (base )3. 0 05 Ac. from 14 0' up Dry Retention 2 (bank): 018 Ac. from 140' to 180' Ball Fields. 6 70 Ac. from 18 0' to 20 5' Track Area 0 71 Ac. from 18 0' to 19 5' Parking Area4. 0 50 Ac. from 18 7' to 20 5' The balance of the surface water management system is either occupied by buildings or is above the finished floor elevation of 20 5' 4. SOIL STORAGE All of the pervious area is greater than 6' above the water table. As the site is on an established coastal ridge, up to 6' of soil storage can be taken into account. The developed soil storage for a depth of 6' is 14 68" Based on the pervious surface percentage of 70 0%, the site-wide average soil storage is. Soil Storage = 14 68" x 0 70 = 10.28" 1 Included in impervious area. Also includes an allowance for a future 10,000 SF building east of the existing Elementary School 2 Dry Retention 1 is in the southeast comer of the site. 3 Dry Retention 2 is in the northwest comer of the site, adjacent to the running track. 4 Approximate area of car park below the finished floor elevation of 20.5 Page 3 of 5 Lake Worth Christian School Surface Water Management Study January, 2006 5. WATER QUALlTY5 a Volume from 1" Runoff (SFWMD) V1. = 105 x (1/12) x 05 = 0 44 Ac-ft. b Volume from 2.5" x % Imp (SFWMD) Total Site - (Roof + Water Surf) = 987 Ac. Imp Area (9 87 - Perv Area) = 245 Ac. % Imp (water qual) = (2.45 / 9 87) x 100 = 24 8% V2.S" = (2.5/12) x 0.5 x 0.248 x 10 5 = 0.27 Ac-ft 1" over entire site controls. Water Quality Volume Water Quality Stage = o 44 Ac-ft. 15 57' (see flood routings) = 6. FLOOD ROUTING CALCULATIONS The flood routing calculations were performed using the South Florida Water Management District's Cascade 2001 The key results from the calculations are summarized below The output from Cascade 2001 for each run follows at the end of this report. b 100-yr, 3-day stage 100-yr, 1-day stage 5-yr, 1-day stage = 19 70 (Min Finished Floor) 19 32 (Min Perimeter Berm) 1745 (Min Pavement Grade) a. = c. = 5 Water Quality Volume reduced by 50% for dry retention credit per SFWMD rule. Page 4 of 5 Lake Worth Christian School Surface Water Management Study January, 2006 7 CASCADE OUTPUT The output from the modeling runs using Cascade 2001 are attached for the following conditions. . 100-yr, 3-day Storm . 100-yr, 1-day Storm . 5-yr, 1-day Storm Page 5 of 5 Cascade 2001 Version File 1209r1 Date January 24, 2006 Page 1 Project Name Lake Worth Christian School - Athletic Complex (100yr, 3day) Reviewer SAC Project Number 1209 Period Begin Jan 01, 2000;0000 hr End Jan 05, 2000;0000 hr Duration 96 hr Time Step 0 06 hr, Iterations 10 Basin 1 LWCS Athletic Complex Method Santa Barbara Unit Hydrograph Rainfall Distribution SFWMD - 3day Design Frequency 100 year 3 Day Rainfall 17 inches Area 10 5 acres Ground Storage 10 28 inches Time of Concentration 0 5 hours Initial Stage 14 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 14 00 0 00 15 00 0 23 16 00 0 60 17 00 1 11 18 00 1 76 18 50 2 51 19 00 4 07 19 50 6 48 20 00 9 68 20 50 13 63 Offsite Receiving Body Offsitel Time (hr) Stage (ft NGVD) o 00 120 00 o 00 o 00 Structure 1 From Basin LWCS Athletic Complex To Basin Offsite1 Structure Type Gravity Weir None Bleeder None Pipe None Time (hr) Cumulative Rainfall (in) Instant Runoff (cfs) Current Discharge (cfs) Cumulative Discharge (acre-ft) Head Water Stage (ft NGVD) Tail Water Stage (ft NGVD) 0 00 0 00 0 00 0 00 0 00 14 00 0 00 1 02 0 08 0 00 0 00 0 00 14 00 0 00 1 98 0 15 0 00 0 00 0 00 14 00 0 00 3 00 0 23 0 00 0 00 0 00 14 00 0 00 4 02 0 31 0 00 0 00 0 00 14 00 0 00 4 98 0 38 0 00 0 00 0 00 14 00 0 00 6 00 0 46 0 00 0 00 0 00 14 00 0 00 7 02 0 53 0 00 0 00 0 00 14 00 0 00 7 98 0 61 0 00 0 00 0 00 14 00 0 00 9 00 0 68 0 00 0 00 0 00 14 00 0 00 10 02 0 76 0 00 0 00 0 00 14 00 0 00 10 98 0 84 0 00 0 00 0 00 14 00 0 00 12 00 0 91 0 00 0 00 0 00 14 00 0 00 13 02 0 99 0 00 0 00 0 00 14 00 0 00 13 98 1 06 0 00 0 00 0 00 14 00 0 00 15 00 1 14 0 00 0 00 0 00 14 00 0 00 Cascade 2001 Version File 1209rl Date January 24, 2006 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) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 16 02 1 22 0 00 0 00 0 00 14 00 0 00 16 98 1 29 0 00 0 00 0 00 14 00 0 00 18 00 1 37 0 00 0 00 0 00 14 00 0 00 19 02 1 45 0 00 0 00 0 00 14 00 0 00 19 98 1 52 0 00 0 00 0 00 14 00 0 00 21 00 1 60 0 00 0 00 0 00 14 00 0 00 22 02 1 68 0 00 0 00 0 00 14 00 0 00 22 98 1 75 0 00 0 00 0 00 14 00 0 00 24 00 1 83 0 00 0 00 0 00 14 00 0 00 25 02 1 94 0 00 0 00 0 00 14 00 0 00 25 98 2 05 0 00 0 00 0 00 14 00 0 00 27 00 2 16 0 01 0 00 0 00 14 00 0 00 28 02 2 27 0 04 0 00 0 00 14 01 0 00 28 98 2 38 0 06 0 00 0 00 14 03 0 00 30 00 2 49 0 08 0 00 0 00 14 05 0 00 31 02 2 61 0 11 0 00 0 00 14 09 0 00 31 98 2 71 0 13 0 00 0 00 14 13 0 00 33 00 2 83 0 15 0 00 0 00 14 18 0 00 34 02 2 94 0 17 0 00 0 00 14 24 0 00 34 98 3 05 0 19 0 00 0 00 14 30 0 00 36 00 3 16 0 21 0 00 0 00 14 37 0 00 37 02 3 27 0 23 0 00 0 00 14 45 0 00 37 98 3 38 0 24 0 00 0 00 14 53 0 00 39 00 3 49 0 26 0 00 0 00 14 62 0 00 40 02 3 60 0 28 0 00 0 00 14 72 0 00 40 98 3 71 0 30 0 00 0 00 14 82 0 00 42 00 3 82 0 31 0 00 0 00 14 93 0 00 43 02 3 94 0 33 0 00 0 00 15 03 0 00 43 98 4 04 0 34 0 00 0 00 15 10 0 00 45 00 4 16 0 36 0 00 0 00 15 18 0 00 46 02 4 27 0 37 0 00 0 00 15 26 0 00 46 98 4 38 0 39 0 00 0 00 15 35 0 00 48 00 4 49 0 40 0 00 0 00 15 44 0 00 49 02 4 62 0 46 0 00 0 00 15 54 0 00 49 98 4 74 0 48 0 00 0 00 15 64 0 00 51 00 4 89 0 59 0 00 0 00 15 76 0 00 52 02 5 06 0 70 0 00 0 00 15 90 0 00 52 98 5 26 0 92 0 00 0 00 16 06 0 00 54 00 5 53 1 19 0 00 0 00 16 23 0 00 55 02 5 85 1 50 0 00 0 00 16 45 0 00 55 98 6 20 1 83 0 00 0 00 16 71 0 00 57 00 6 63 2 29 0 00 0 00 17 04 0 00 58 02 7 17 3 00 0 00 0 00 17 39 0 00 58 98 7 84 4 33 0 00 0 00 17 82 0 00 60 00 12 70 42 40 0 00 0 00 18 65 0 00 61 02 14 10 13 87 0 00 0 00 19 22 0 00 61 98 14 71 6 42 0 00 0 00 19 37 0 00 63 00 15 12 3 72 0 00 0 00 19 45 0 00 64 02 15 50 3 23 0 00 0 00 19 51 0 00 64 98 15 72 2 13 0 00 0 00 19 54 0 00 66 00 15 95 1 97 0 00 0 00 19 57 0 00 67 02 16 18 1 96 0 00 0 00 19 59 0 00 67 98 16 40 1 96 0 00 0 00 19 62 0 00 69 00 16 55 1 40 0 00 0 00 19 64 0 00 70 02 16 70 1 33 0 00 0 00 19 66 0 00 70 98 16 85 1 32 0 00 0 00 19 67 0 00 72 00 17 00 1 32 0 00 0 00 19 69 0 00 73 02 17 00 0 17 0 00 0 00 19 70 0 00 73 98 17 00 0 03 0 00 0 00 19 70 0 00 75 00 17 00 0 00 0 00 0 00 19 70 0 00 76 02 17 00 0 00 0 00 0 00 19 70 0 00 76 98 17 00 0 00 0 00 0 00 19 70 0 00 78 00 17 00 0 00 0 00 0 00 19 70 0 00 79 02 17 00 0 00 0 00 0 00 19 70 0 00 79 98 17 00 0 00 0 00 0 00 19 70 0 00 81 00 17 00 0 00 0 00 0 00 19 70 0 00 82 02 17 00 0 00 0 00 0 00 19 70 0 00 Cascade 2001 Version File 1209r1 Date January 24, 2006 Page 3 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) 82 98 84 00 85 02 85 98 17 00 17 00 17 00 17 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 19 70 19 70 19 70 19 70 o 00 o 00 o 00 o 00 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) 1 o 00 o 00 o 00 o 00 BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) LWCS Athletic 19 70 76 20 14 00 o 00 BASIN WATER BUDGETS (all units in acre-ft) Basin Total Structure Structure Runoff Inflow Outflow Initial Storage Final Storage Residual LWCS Athletic 7 74 o 00 o 00 o 00 7 74 o 00 Cascade 2001 Version File 1209r2 Date January 24, 2006 Page 1 Project Name Lake Worth Christian School - Athletic Complex (100yr, 1day) Reviewer SAC Project Number 1209 Period Begin Jan 01, 2000;0000 hr End Jan 02, 2000;1200 hr Duration 36 hr Time Step 0 06 hr, Iterations 10 Basin 1 LWCS Athletic Complex Method Santa Barbara Unit Hydrograph Rainfall Distribution SFWMD - 24 hr Design Frequency 100 year 1 Day Rainfall 14 inches Area 10 5 acres Ground Storage 10 28 inches Time of Concentration 0 5 hours Initial Stage 14 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 14 00 0 00 15 00 0 23 16 00 0 60 17 00 1 11 18 00 1 76 18 50 2 51 19 00 4 07 19 50 6 48 20 00 9 68 20 50 13 63 Offsite Receiving Body Offsite1 Time (hr) Stage (ft NGVD) o 00 120 00 o 00 o 00 Structure 1 From Basin LWCS Athletic Complex To Basin Offsite1 Structure Type Gravity Weir None Bleeder None Pipe None Time (hr) Cumulative Rainfall (in) Instant Runoff (cfs) Current Discharge (cfs) Cumulative Discharge (acre-ft) Head Water Stage (ft NGVD) Tail Water Stage (ft NGVD) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 0 00 0 00 0 00 0 00 0 00 14 00 0 00 1 02 0 14 0 00 0 00 0 00 14 00 0 00 1 98 0 28 0 00 0 00 0 00 14 00 0 00 3 00 0 45 0 00 0 00 0 00 14 00 0 00 4 02 0 63 0 00 0 00 0 00 14 00 0 00 4 98 0 86 0 00 0 00 0 00 14 00 0 00 6 00 1 16 0 00 0 00 0 00 14 00 0 00 7 02 1 52 0 00 0 00 0 00 14 00 0 00 7 98 1 91 0 00 0 00 0 00 14 00 0 00 9 00 2 39 0 15 0 00 0 00 14 01 0 00 10 02 3 00 0 73 0 00 0 00 14 17 0 00 10 98 3 75 1 82 0 00 0 00 14 58 0 00 12 00 9 18 35 73 0 00 0 00 16 93 0 00 13 02 10 75 12 92 0 00 0 00 18 64 0 00 13 98 11 44 6 33 0 00 0 00 18 87 0 00 15 00 11 90 3 78 0 00 0 00 19 00 0 00 Cascade 2001 Version File 1209r2 Date January 24, 2006 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) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 16 02 12 33 3 33 0 00 0 00 19 06 0 00 16 98 12 57 2 20 0 00 0 00 19 10 0 00 18 00 12 82 2 05 0 00 0 00 19 14 0 00 19 02 13 08 2 04 0 00 0 00 19 17 0 00 19 98 13 32 2 05 0 00 0 00 19 21 0 00 21 00 13 50 1 47 0 00 0 00 19 24 0 00 22 02 13 67 1 40 0 00 0 00 19 26 0 00 22 98 13 83 1 39 0 00 0 00 19 28 0 00 24 00 14 00 1 39 0 00 0 00 19 31 0 00 25 02 14 00 0 18 0 00 0 00 19 32 0 00 25 98 14 00 0 03 0 00 0 00 19 32 0 00 27 00 14 00 0 00 0 00 0 00 19 32 0 00 28 02 14 00 0 00 0 00 0 00 19 32 0 00 28 98 14 00 0 00 0 00 0 00 19 32 0 00 30 00 14 00 0 00 0 00 0 00 19 32 0 00 31 02 14 00 0 00 0 00 0 00 19 32 0 00 31 98 14 00 0 00 0 00 0 00 19 32 0 00 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) 1 o 00 o 00 o 00 o 00 BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) LWCS Athletic 19 32 29 04 14 00 o 00 BASIN WATER BUDGETS (all units in acre-ft) Basin Total Structure Structure Runoff Inflow Outflow Initial Storage Final Storage Residual --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- LWCS Athletic 5 61 o 00 o 00 o 00 5 61 o 00 Cascade 2001 Version File 1209r3 Date January 24, 2006 Page 1 Project Name Lake Worth Christian School - Athletic Complex (5yr, 1day) Reviewer SAC Project Number 1209 Period Begin Jan 01, 2000;0000 hr End Jan 02, 2000;1200 hr Duration 36 hr Time Step 0 06 hr, Iterations 10 Basin 1 LWCS Athletic Complex Method Santa Barbara Unit Hydrograph Rainfall Distribution SFWMD - 24 hr Design Frequency 5 year 1 Day Rainfall 7 inches Area 10 5 acres Ground Storage 10 28 inches Time of Concentration 0 5 hours Initial Stage 14 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 14 00 0 00 15 00 0 23 16 00 0 60 17 00 1 11 18 00 1 76 18 50 2 51 19 00 4 07 19 50 6 48 20 00 9 68 20 50 13 63 Offsite Receiving Body Offsite1 Time (hr) Stage (ft NGVD) o 00 120 00 o 00 o 00 Structure 1 From Basin LWCS Athletic Complex To Basin Offsite1 Structure Type Gravity Weir None Bleeder None Pipe None Time (hr) Cumulative Rainfall (in) Instant Runoff (cfs) Current Discharge (cfs) Cumulative Discharge (acre-ft) Head Water Stage (ft NGVD) Tail Water Stage (ft NGVD) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 0 00 0 00 0 00 0 00 0 00 14 00 0 00 1 02 0 07 0 00 0 00 0 00 14 00 0 00 1 98 0 14 0 00 0 00 0 00 14 00 0 00 3 00 0 22 0 00 0 00 0 00 14 00 0 00 4 02 0 32 0 00 0 00 0 00 14 00 0 00 4 98 0 43 0 00 0 00 0 00 14 00 0 00 6 00 0 58 0 00 0 00 0 00 14 00 0 00 7 02 0 76 0 00 0 00 0 00 14 00 0 00 7 98 0 95 0 00 0 00 0 00 14 00 0 00 9 00 1 20 0 00 0 00 0 00 14 00 0 00 10 02 1 50 0 00 0 00 0 00 14 00 0 00 10 98 1 87 0 00 0 00 0 00 14 00 0 00 12 00 4 59 7 50 0 00 0 00 14 56 0 00 13 02 5 38 3 41 0 00 0 00 15 91 0 00 13 98 5 72 1 88 0 00 0 00 16 32 0 00 15 00 5 95 1 18 0 00 0 00 16 56 0 00 Cascade 2001 Version File 1209r3 Date January 24, 2006 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) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 16 02 6 16 1 07 0 00 0 00 16 75 0 00 16 98 6 28 0 72 0 00 0 00 16 88 0 00 18 00 6 41 0 68 0 00 0 00 16 99 0 00 19 02 6 54 0 68 0 00 0 00 17 08 0 00 19 98 6 66 0 69 0 00 0 00 17 17 0 00 21 00 6 75 0 50 0 00 0 00 17 24 0 00 22 02 6 83 0 48 0 00 0 00 17 30 0 00 22 98 6 91 0 48 0 00 0 00 17 36 0 00 24 00 7 00 0 48 0 00 0 00 17 42 0 00 25 02 7 00 0 06 0 00 0 00 17 45 0 00 25 98 7 00 0 01 0 00 0 00 17 45 0 00 27 00 7 00 0 00 0 00 0 00 17 45 0 00 28 02 7 00 0 00 0 00 0 00 17 45 0 00 28 98 7 00 0 00 0 00 0 00 17 45 0 00 30 00 7 00 0 00 0 00 0 00 17 45 0 00 31 02 7 00 0 00 0 00 0 00 17 45 0 00 31 98 7 00 0 00 0 00 0 00 17 45 0 00 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ------------------------------------------------------- ------------------------------------------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) ------------------------------------------------------- ------------------------------------------------------- 1 o 00 o 00 o 00 o 00 BASIN MAXIMUM AND MINIMUM STAGES --------------------------------------------------------------- --------------------------------------------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) =============================================================== LWCS Athletic 17 45 28 74 14 00 o 00 BASIN WATER BUDGETS (all units in acre-ft) ================================================================================= Basin Total Structure Structure Runoff Inflow Outflow Initial Storage Final Storage Residual ================================================================================= LWCS Athletic 1 40 o 00 o 00 o 00 1 40 o 00 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DMSON 100 E. Boynton Beach Boulevard P.O. Box 310 Boynton Beach, Florida 33425-0310 TEL. 561 742-6260 FAX. 561 742-6259 www.boynton-beach.org March 24, 2006 Ms KImberly Dellastatlous KImberly DellastatIOus ArchItecture & Planmng 422 North DIxIe HIghway Lake Worth, Fl33460 Re Lake Worth Chnshan School (MMSP 06-004) Dear Ms. DellastatIOus The CIty of Boynton Beach staff has revIewed the reVlSlons to your plans for the above-mentIOned proJect. The followmg comments are bemg forwarded to you for your reVIew and response / Pnor to permIt applIcatIOn contact the PublIc Works Department (561-742-6200) regardmgthe storage and handlIng of refuse per the CODE, SectIOn 10-26 (a) ",2 ProvIde a dumpster enclosure per the LDR, Chapter 2, SectIOn 11.1.2 b and constructed m accordance wIth CIty Standard Drawmg G-4 tl3 Gumbo LImbo, Green Buttonwood, and LIve Oak are proposed adjacent to the dumpster enclosure ThIS may pose a vertIcal conflIct for SolId Waste m plckmg up the dumpster Please adjust tree locatIOns a suffiCIent dIstance away from the dumpster enclosure to resolve thIS conflICt. tf4 On the SIte and CIVIl plans, show and IdentIfy all necessary traffic control devIces such as stop bars, stop SIgnS, double yellow lane separators stnpmg, dIrectIOnal arrows and "Do Not Enter" sIgnage, etc See CIty Standard Drawmgs "K" Senes for stnpmg detaIls. ........5 It appears that two lanes of one-way traffic WIll be allowed along the new dnve aIsles. On the north SIde the two lanes (one-way) narrow to one lane No pavement markmgs have been shown for mergmg traffic Please correct. v6' Add a general note to the SIte Plan that all plans submItted for speCIfic permIts shall meet the CIty'S Code requIrements at tIme of applIcatIOn. These permIts mclude, but are not lImIted to, the followmg: pavmg, dramage, curbmg, sIte lIghtmg, landscapmg and ImgatIOn. PermIts reqUIred from other permlttmg agenCIes such as Flonda Department of TransportatIOn (FDOT), South Flonda Water Management Dlstnct (SFWMD), Lake Worth Dramage Dlstnct (LWDD), Flonda Department of EnvIronmental ProtectIOn (FDEP), Palm Beach . Page 2 June 26, 2006 County Health Department (PBCHD), Palm Beach County Engmeenng Department (PBCED), Palm Beach County Department of EnvIronmental Resource Management (PBCDERM) and any others, shall be mcluded WIth the permIt request. f7) All comments requITIng changes and/or correctIOns to the plans shall be reflected on all A p/7)IJ appropnate sheets. \~~ 'II CJI' ~ Please note that changes or reVlSlons to these plans may generate addItIonal comments. Acceptance ofthese plans dunng the Minor SIte Plan ModIficatIon process does not ensure that addItIonal comments may not be generated at permIt reVIew .19 The Master SIte Plan has been shown at a scale of 1 70 Is It possible to utIlIze a more conventIonal scale t/ 10 ProvIde a graphIC scale on the Boundary & Topo Survey sheets. /11 Please prOVIde all sheets, mcludmg the survey, sIte, CIvIl and landscape plans, at the same onentatIon for north to make It eaSIer to compare and evaluate dIfferent sectIOns of the plans. .; 12 Show proposed SIte lIghtmg on the master SIte plan (LDR, Chapter 4, SectIOn 7.B 4 ) .113 Show all above-ground and below-ground utIlItieS, mcludmg electnc, on the Landscape plans. Landscapmg shall be deSIgned and mstalled m accordance WIth FPL's "Plant the RIght Tree m the RIght Place" ~ PrOVIde mformatIOn regardmg whether fill WIll need to be Imported or excavated matenal hauled off-SIte and the quantIty mvolved so that we can prOVIde mformatIOn regardmg an ExcavatIOn & FIll permIt and assocIated surety ~rovlde an engmeer's certIficatIOn on the Dramage Plan as speCIfied m LDR, Chapter 4, SectIon 7.F.2 ~peClfY storm sewer dIameters, mlets types, etc on dramage plan. IndIcate grate, nm and mvert elevatIOns for all structures. IndIcate grade of storm sewer segments. IndIcate matenal speCIficatIOns for storm sewer .~ t1' (i;)Full dramage plans, mcludmg dramage calculatIOns, m accordance WIth the LDR, Chapter 6, ~f< "y ArtIcle IV, SectIOn 5 WIll be requued at the tIme ofpermlttmg. ~avmg, Dramage and sIte detalls WIll not be reVIewed for construc!lon acceptablhty at thIS !lme. All engmeenng constructIOn detaIls shall be m accordance WIth the applIcable CIty of Boynton Beach Standard Drawmgs and the "Engineering Design Handbook and Construction Standards" and WIll be reVIewed at the tIme of constructIOn permIt applIcatIOn. .# @lease prOVIde a tImelme that clearly Illustrates when water and sewer servIces WIll be reqUIred to serve the proposed proJect. Also prOVIde mIlestone dates for permIt applIcatIOn, the start of constructIOn, and the settmg of the first water meter ThIS tImelme WIll be used to determme the adequacy of water and wastewater treatment capaCIty for your project upon the project's completIOn, so please be as accurate as possible . Page 3 June 26, 2006 /2Q) All utilIty easements and utIlIty lInes shall be shown on the sIte plan and landscape plans (as well l7 as the Water and Sewer Plans) so that we may determme WhICh appurtenances, trees or shrubbery may mterfere wIth utIlItIes. In general, palm trees WIll be the only tree speCIes allowed wlthm utilIty easements. Canopy trees may be planted outsIde of the easement so that roots and branches wIll not Impact those utilItIes wlthm the easement m the foreseeable future. The LDR, Chapter 7 5, ArtIcle I, SectIOn 18 1 gIves publIc utIlItIes the authonty to remove any trees that mterfere WIth utIlIty servIces, eIther m utIlIty easements or publIc nghts-of-way @ Palm Beach County Health Department permIts WIll be reqUIred for the water and sewer systems ~ servmg thIS project (CODE, SectIon 26-12) ~ FIre flow calculations wIll be reqUIred demonstratmg the CIty Code reqUIrement of 1 ,500 g.p.m. (500 g.p.m. some reSIdentIal developments) WIth 20 p.s.l. reSIdual pressure as stated m the LDR, Chapter 6, ArtIcle IV, SectIOn 16, or the reqUIrement Imposed by msurance underwnters, whIchever IS greater (CODE, Section 26-16(b)) ~The LDR, Chapter 6, ArtIcle IV, SectIOn 16 reqUIres that all pomts on each bUIldmg wIll be wlthm 200 feet of an eXlstmg or proposed fire hydrant. Please demonstrate that the plan meets thIS condItion, by showmg all hydrants. ~ The CODE, SectIOn 26-34(E) reqUIres that a capacIty reservatIOn fee be paId for thIS project erJc l7 eIther upon the request for the Department's SIgnature on the Health Department applIcatIOn forms or wlthm seven (7) days of SIte plan approval, whIchever occurs first. ThIS fee WIll be determmed based upon final meter SIze, or expected demand. ~ ComprehensIve Plan PolIcy 3 C.3 4 reqUIres the conservation of potable water As other sources are readIly avaIlable CIty water shall not be allowed for ImgatIOn. 0' Water and sewer lInes to be owned and operated by the CIty shall be mcluded wlthm utilIty easements. Please show all proposed easements on the engmeenng drawmgs, usmg a mIllimUlll WIdth of 12 feet. The easements shall be dedIcated VIa separate mstrument to the CIty as stated m CODE Sec 26-33(a) ~ ffiJ ThIS office WIll not reqUIre surety for mstallatIOn of the water and sewer utilItIes, on condItIon if that the systems be fully completed, and gIven to the CIty UtIlItIes Department before the first \ v permanent meter IS set. Note that settmg of a permanent water meter IS a prereqUISIte to \, obtammg the CertIficate of Occupancy ~ bUIldmg 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, m accordance WIth the CODE, SectIOn 26-15 ~ Appropnate backflow preventer( s) WIll be reqUIred on the domestIc water servIce to the bUIldmg, and the fire spnnkler lIne If there IS one, m accordance WIth the CODE, SectIon 26-207 ~provlde a mIllimum of 10-ft. separatIOn between water mam, sanItary sewer, and storm sewer lInes. Please note that CIty of Boynton Beach separatIOn standards are more stnngent that FDEP standards. . Page 4 June 26, 2006 /'3il The proposed Water & SanItary Plan does not appear to accurately reflect eXlstmg condItIons. l7 For mstance, there IS eXlstmg water and sewer m the Forest Ct. nght-of-way that WIll have to be abandoned and/or removed. Please show all utIlItIes, eXlstmg and proposed on the Water & Samtary Plan. @proposed 2-m. force mam IS shown outfallmg mto a gravIty manhole. Please correct. @ InvestIgate the possibIlIty of reversmg the slope of the sanItary sewer mam so that the proposed samtary mam would tIe dIrectly mto the gravIty system m the adjacent Cedar RIdge subdIVIsIon. ThIS would elImmate the need for a 11ft statIOn. ~ If It IS determmed that a 11ft statIOn IS reqUIred for thIS project It shall be pnvately owned and mamtamed. ~ Clearly mdlcate on the plans that all samtary sewer mamlme (graVIty and force mam) and servIces, mcludmg any reqUIred 11ft statIon, shall be pnvately owned and mamtamed. ~Relocate the four proposed water meters and RPZ's closer to the water mam. Place meters m a grassy area and mclude wlthm the utIlIty easement. The RPZ's shall be placed outSIde the utilIty easements and shall be pnvately owned and mamtamed. ~ Double valve the two proposed connectIons to eXlstmg water mam. o All water servIces under pavement shall be Copper K. ~ Clearly mdlcate on the plans the servIce lIne SIzes and meter SIzes for the purposes of calculatmg reservatIOn fees. , I'flt. @UtIlIty constructIon detaIls wIll not be reVIewed for constructIOn acceptabIlIty at thIS tIme All V' - utIlIty constructIon detaIls shall be m accordance WIth the UtIlItIes Department's "Utilities Engineering Design Handbook and Construction Standards" manual (includmg any updates) and WIll be reVIewed at the tIme of constructIOn permIt applIcatIOn. ~ ~ ~ The Landscape ArchItect should reVIew the eXlstmg trees / landscape on the eXlstmg school SIte V - agamst the ongmal approved landscape plan and show replacement of all mlssmg trees / vegetatIon. ThIS mformatIon should be shown on the current landscape plan and be completed along WIth the current athletIC complex proJect. [EnVIronmental RegulatIOns, Chapter 7.5, ArtIcle ISec 7.Dp 2] A/All shade and palm trees must be lIsted m the descnptIOn as a mlmmum of 12'-14' heIght, 3" V'k ~BH (4 5' off the ground) not calIper, and Flonda #1 (F10nda Grades and Standards manual) The heIght of the trees may be larger than 12' -14' to meet the 3" dIameter reqUIrement; or any clear trunk (c t.) specIficatIOns. [Envlfonmental RegulatIOns, Chapter 7 5, ArtIcle II Sec 5 C 2.] ffi The landscape deSIgn does not mclude the CIty SIgnature trees (Tibochma granulosa) at the V mgress / egress areas to the SIte. These trees must meet the mlmmum SIze speCIficatIons for trees. fJI7f fIA.,tJ [EnVIronmental RegulatIOns, Chapter 7 5, ArtIcle II Sec 5 C.3.N] !;tiP "'. c, ~ ;1p e 5 June 26, 2006 4 All trees proposed under any eXlstmg overhead electnc power lInes (If applIcable) must meet the FP & L RIght tree m the RIght Place manual selection for small trees only L1KThe landscape sheet should mclude a lIne mdlcatmg where the dIameter and heIght of all of the V.... ;rees WIll be measured at time of plantmg and mspectIOn. ~The landscape sheet should mclude a palm tree plantmg detail lIne mdlcatmg where the clear trunk and heIght of all of the palm trees wIll be measured at time of plantmg and mspectIOn. ~he landscape sheet should mclude a shrub and groundcover plantmg detail lIne mdlcatmg where the heIght and spread of the shrubs and groundcover plants WIll be measured at time of plantmg and mspectIOn. ~ll shrubs and groundcover plants should have a heIght and spread dImenSIOn. ~he applIcant should add a note that all utilIty boxes or structures (not currently known or shown on the plan) should be screened WIth Coco plum hedge plants on three SIdes. to> ~he applIcant should show all of the section details (A-A through G-G) at the actual heIghts of ~\/~../ ~he proposed trees and vegetatIOn to scale ThIS wIll show the VIsual buffer proposed for these areas throughout the SIte at time of mstallatlon and mspectIOn. ThIS would mclude the constructIOn detaIls for the retammg wall, grassy slope, and type of sod for the tnangular retentIOn area on the plans. ~Turf and landscape (beddmg plants) areas should be deSIgned on separate zones and time duratIOn for water conservatIOn. ~rees should have separate ImgatIon bubblers to prOVIde water duectly to the root ball. [EnVIronmental RegulatIOns, Chapter 7 5, ArtIcle II Sec 5 C.2] 4DIt would appear as though Improvemeuts such as fences and retammg walls are bemg constructed ~f'l'~ ;;: ulIhty easements. If tlns IS the case, approval from the appropnate utihty authonlIes 1S needed. CIP" ? The ballfield lIghtmg depIcted on Sheet PH-l mdlcates spIllage onto pnvate reSIdences to the west ofthe basebalVsoccer field. There can be no spIllage onto pnvate property AddItionally, no detaIls are prOVIded on these partIcular poles, fixtures, or the assocIated heIght of these lIghtmg fixtures. ~ovlde an addItIOnal cross-sectIOn detaIl along the eastbound loop road extenSIOn to the athletIC fields, deplctmg the proposed new retammg wall, Just slIghtly east of where the eXlstmg retailing wall ends. ~he parkmg stall SIze dIagrams on Sheets 3C and A-8 are mcorrect. The stall dImenSIOns are correctly portrayed on Sheet A-9 Please correct all sheets to match. ~lease proVIde the necessary parkmg calculatIOns assocIated WIth the Improvements. Amldmg elevatIOns have not been proVIded for the new mamtenance and restroom bmldmgs. Please proVIde the elevatIOns of each SIde ofthe structures, mcludmg matenals for all bmldmg . Page 6 June 26, 2006 components and theIr assocIated color ~olors were not provIded for the metal roof, stucco or roll-up door depIcted on the dugout ~ 7 ~ructures. Color ChIpS are reqUIred for the fimshes on all structures, mcludmg pamt manufacturer, color name and number _~~o. ote that the floor plans and any structural detaIls have not been revIewed as part OfthIS Minor t).~pc SIte Plan ModIficatIOn process. The plans wIll be revIewed for BUIldmg Code complIance at the " time of penmttmg. '" ~ 90,s revIew only consIders those elements of the plan noted as Phase I. Further, formal reVlew, WIll subsequently be reqUIred for Phase II. Please submIt revIsed plans reflectmg the changes dIscussed above to contmue the reVIew of your request through the process. Do not hesItate to contact me wIth any questIOns or Ifthere IS anythmg I can do to assIst you. Smcerely, Ed Breese Pnnclpal Planner CC Karen Mam, Plan RevIew Analyst Launnda Logan, Semor Engmeer Kevm Hallahan, City Forester The Citu 0/ &Ul1tOl1 Beach DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISON 100 E. Boynton Beach Boulevard P.O Box 310 Boynton Beach, Florida 33425-0310 TEL. 561 742-6260 FAX. 561 742-6259 www.boynton-beach.org March 24, 2006 Ms. KImberly DellastatIOus KImberly DellastatIous ArchItecture & Plannmg 422 North DIXIe HIghway Lake Worth, Fl33460 Re Lake Worth ChnstIan School (MMSP 06-004) Dear Ms. DellastatIOus The CIty of Boynton Beach staff has revIewed the reVlSlons to your plans for the above-mentIOned project. The followmg comments are bemg forwarded to you for your reVIew and response 1 Pnor to permIt applIcatIOn contact the PublIc Works Department (561-742-6200) regardmgthe storage and handlmg of refuse per the CODE, SectIon 10-26 (a) 2 ProvIde a dumpster enclosure per the LDR, Chapter 2, SectIOn l1.J.2.b and constructed m accordance WIth CIty Standard Drawmg G-4 3 Gumbo LImbo, Green Buttonwood, and LIve Oak are proposed adjacent to the dumpster enclosure ThIS may pose a vertIcal conflIct for SolId Waste m pIckmg up the dumpster Please adjust tree locatIOns a sufficIent dIstance away from the dumpster enclosure to resolve thIS conflIct. 4 On the SIte and CIVIl plans, show and IdentIfy all necessary traffic control deVIces such as stop bars, stop SIgnS, double yellow lane separators stnpmg, dIrectIOnal arrows and "Do Not Enter" sIgnage, etc See CIty Standard Drawmgs "K" Senes for stnpmg details. 5 It appears that two lanes of one-way traffic WIll be allowed along the new dnve aIsles. On the north SIde the two lanes (one-way) narrow to one lane No pavement markmgs have been shown for mergmg traffic Please correct. 6 Add a general note to the SIte Plan that all plans submItted for speCIfic permIts shall meet the CIty'S Code reqUIrements at tIme of applIcatIOn. These permIts mclude, but are not lImIted to, the followmg. pavmg, dramage, curbmg, sIte lIghtmg, 1andscapmg and ImgatIon. PermIts reqUIred from other permIttmg agenCIes such as Flonda Department of TransportatIOn (FDOT), South Flonda Water Management DIstnct (SFWMD), Lake Worth Dramage DIstnct (LWDD), Flonda Department of EnvIronmental ProtectIon (FDEP), Palm Beach . Page 2 March 24, 2006 County Health Department (PBCHD), Palm Beach County Engmeenng Department (PBCED), Palm Beach County Department of EnvIronmental Resource Management (PBCDERM) and any others, shall be mcluded wIth the permIt request. 7 All comments requmng changes and/or correctIOns to the plans shall be reflected on all appropnate sheets. 8 Please note that changes or reVlSlons to these plans may generate addItIOnal comments. Acceptance of these plans dunng the Mmor SIte Plan ModIficatIOn process does not ensure that addItIonal comments may not be generated at permIt reVIew 9 The Master SIte Plan has been shown at a scale of 1 70 Is It possible to utlhze a more conventIonal scale 10 ProVIde a graphIC scale on the Boundary & Topo Survey sheets. 11 Please proVIde all sheets, mcludmg the survey, sIte, cIvIl and landscape plans, at the same onentatIOn for north to make It easIer to compare and evaluate dIfferent sectIons of the plans. 12 Show proposed sIte hghtmg on the master sIte plan (LDR, Chapter 4, SectIOn 7.B 4 ) 13 Show all above-ground and below-ground utIhtIes, mcludmg electnc, on the Landscape plans. Landscapmg shall be deSIgned and mstalled m accordance WIth FPL's "Plant the RIght Tree m the RIght Place" 14 ProvIde mformatIOn regardmg whether fill wIll need to be Imported or excavated matenal hauled off-sIte and the quantIty mvolved so that we can provIde mformatIOn regardmg an ExcavatIOn & FIll permIt and assocIated surety 15 PrOVIde an engmeer's certIficatIOn on the Dramage Plan as speCIfied m LDR, Chapter 4, SectIon 7.F.2 16 SpeCIfy storm sewer dIameters, mlets types, etc on dramage plan. IndIcate grate, nm and mvert elevatIons for all structures. IndIcate grade of storm sewer segments. IndIcate matenal speCIficatIons for storm sewer 17 Full dramage plans, mcludmg dramage calculatIOns, m accordance WIth the LDR, Chapter 6, ArtIcle IV, SectIOn 5 WIll be reqUIred at the tIme of permlttmg. 18 Pavmg, Dramage and SIte detaIls wIll not be revIewed for constructIOn acceptablhty at thIS tIme. All engmeenng constructIOn detaIls shall be m accordance WIth the apphcable CIty of Boynton Beach Standard Drawmgs and the "Engineering Design Handbook and Construction Standards" and WIll be revIewed at the tIme of constructIon permIt apphcatIOn. 19 Please prOVIde a tImehne that clearly Illustrates when water and sewer servIces WIll be reqUIred to serve the proposed project. Also prOVIde mIlestone dates for permIt apphcatIon, the start of constructIOn, and the settmg ofthe first water meter ThIS tImehne WIll be used to determme the adequacy of water and wastewater treatment capaCIty for your project upon the project's completIOn, so please be as accurate as possible. . Page 3 March 24, 2006 20 All utIhty easements and utIhty hnes shall be shown on the sIte plan and landscape plans (as well as the Water and Sewer Plans) so that we may determme wlnch appurtenances, trees or shrubbery may mterfere WIth utIhtIes. In general, palm trees wIll be the only tree speCIes allowed wIthm utIhty easements. Canopy trees may be planted outSIde of the easement so that roots and branches wIll not Impact those utIhtIes wIthm the easement m the foreseeable future The LDR, Chapter 7 5, ArtIcle I, SectIOn 18 1 gIVes pubhc utIhtIes the authonty to remove any trees that mterfere WIth utIhty servIces, eIther m utlhty easements or pubhc nghts-of-way 21 Palm Beach County Health Department permIts WIll be reqUired for the water and sewer systems servmg thIS project (CODE, SectIOn 26-12) 22 Fire flow calculatIOns WIll be reqUired demonstratmg the CIty Code reqUirement of 1 ,500 g.p.m. (500 g.p.m. some resIdentIal developments) WIth 20 p S.l. resIdual pressure as stated m the LDR, Chapter 6, ArtIcle IV, SectIOn 16, or the reqUirement Imposed by msurance underwnters, whIchever IS greater (CODE, SectIon 26-16(b)) 23 The LDR, Chapter 6, ArtIcle IV, SectIon 16 reqUires that all pomts on each bUIldmg WIll be wIthm 200 feet of an eXIstmg or proposed fire hydrant. Please demonstrate that the plan meets thIS condItIon, by showmg all hydrants. 24 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 apphcatIOn forms or wIthm seven (7) days of SIte plan approval, whIchever occurs first. ThIS fee WIll be determmed based upon final meter SIze, or expected demand. 25 ComprehensIve Plan Pohcy 3 C.3 4 reqUires the conservatIon of potable water As other sources are readIly avaIlable CIty water shall not be allowed for ImgatIOn. 26 Water and sewer lmes to be owned and operated by the CIty shall be mcluded wIthm utIhty easements. Please show all proposed easements on the engmeenng drawmgs, usmg a mmImum WIdth of 12 feet. The easements shall be dedIcated VIa separate mstrument to the CIty as stated m CODE Sec. 26-33(a) 27 ThIS office WIll not reqUire surety for mstallatIOn of the water and sewer utIhtIes, on condItIon that the systems be fully completed, and gIven to the City UtIhtIes Department before the first permanent meter IS set. Note that settmg of a permanent water meter IS a prereqUisIte to obtammg the CertIficate of Occupancy 28 A bUIldmg 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, m accordance WIth the CODE, SectIOn 26-15 29 Appropnate backflow preventer(s) WIll be reqUired on the domestIc water servIce to the buildmg, and the fire spnnkler lme Ifthere IS one, m accordance WIth the CODE, SectIOn 26-207 30 PrOVIde a mmImum of 10-ft. separatIOn between water mam, sanItary sewer, and storm sewer lmes. Please note that CIty of Boynton Beach separatIOn standards are more stnngent that FDEP standards. . Page 4 March 24, 2006 31 The proposed Water & SanItary Plan does not appear to accurately reflect eXIstmg condItIons. For mstance, there IS eXIstmg water and sewer m the Forest Ct. nght-of-way that WIll have to be abandoned and/or removed. Please show all utIlItIes, eXIstmg and proposed on the Water & SanItary Plan. 32. Proposed 2-m. force mam IS shown outfallmg mto a gravIty manhole. Please correct. 33 InvestIgate the possibIlIty of reversmg the slope ofthe samtary sewer mam so that the proposed samtary mam would tIe dIrectly mto the gravIty system m the adJ acent Cedar RIdge subdIvIsIon. ThIS would elImmate the need for a 11ft statIOn. 34 If It IS detenmned that a 11ft statIOn IS reqUIred for thIS project It shall be pnvately owned and mamtamed. 35 Clearly mdIcate on the plans that all sanItary sewer mamlme (graVIty and force mam) and servIces, mcludmg any reqUIred 11ft statIOn, shall be pnvately owned and mamtamed. 36 Relocate the four proposed water meters and RPZ's closer to the water mam. Place meters m a grassy area and mclude wIthm the utIlIty easement. The RPZ's shall be placed outSIde the utIlIty easements and shall be pnvately owned and mamtamed. 37 Double valve the two proposed connectIOns to eXIstmg water mam. 38 All water servIces under pavement shall be Copper K. 39 Clearly mdIcate on the plans the servIce lme SIzes and meter SIzes for the purposes of calculatmg reservatIon fees. 40 UtIlIty constructIon detaIls WIll not be reVIewed for constructIon acceptabIlIty at thIS tIme All utIlIty constructIOn detaIls shall be m accordance WIth the UtIlItIes Department's "Utilities Engineering Design Handbook and Construction Standards" manual (includmg any updates) and WIll be reVIewed at the tIme of constructIOn permIt applIcatIOn. 41 The Landscape ArchItect should reVIew the eXIstmg trees / landscape on the eXIstmg school SIte agamst the ongmal approved landscape plan and show replacement of all mIssmg trees / vegetatIOn. ThIS mformatIOn should be shown on the current landscape plan and be completed along WIth the current athletIC complex project. [EnVIronmental RegulatIOns, Chapter 7.5, ArtIcle I Sec 7.D P 2] 42 All shade and palm trees must be lIsted m the descnptIOn as a mmImum of 12'-14' heIght, 3" DBH (4 5' off the ground) not calIper, and Flonda #1 (Flonda Grades and Standards manual) The heIght of the trees may be larger than 12' -14' to meet the 3" dIameter reqUIrement; or any clear trunk (c t.) specIficatIons. [EnVIronmental RegulatIOns, Chapter 7.5, ArtIcle II Sec. 5 C 2] 43 The landscape deSIgn does not mclude the CIty SIgnature trees (Tibochma granulosa) at the mgress / egress areas to the SIte. These trees must meet the mmImum SIze specIficatIOns for trees. [EnVIronmental RegulatIOns, Chapter 75, ArtIcle II Sec 5 C 3.N] . Page 5 March 24, 2006 44 All trees proposed under any eXlstmg overhead electnc power lInes (if applIcable) must meet the FP & L RIght tree m the RIght Place manual selectIOn for small trees only 45 The landscape sheet should mclude a lme mdlcatmg where the diameter and heIght of all of the trees wIll be measured at tIme of plantmg and mspectIOn. 46 The landscape sheet should mclude a palm tree plantmg detaIllme mdlcatmg where the clear trunk and heIght of all of the palm trees WIll be measured at tIme of plantmg and mspectIOn. 47 The landscape sheet should mclude a shrub and groundcover plantmg detail lIne mdlcatmg where the heIght and spread of the shrubs and groundcover plants wIll be measured at tIme ofplantmg and mspectIOn. 48 All shrubs and groundcover plants should have a heIght and spread dImensIOn. 49 The applIcant should add a note that all utilIty boxes or structures (not currently known or shown on the plan) should be screened WIth Coco plum hedge plants on three SIdes. 50 The applIcant should show all of the sectIOn detaIls (A-A through G-G) at the actual heIghts of the proposed trees and vegetatIOn to scale ThIS WIll show the vIsual buffer proposed for these areas throughout the SIte at time of mstallatIOn and mspectIOn. ThIS would mclude the construction detaIls for the retammg wall, grassy slope, and type of sod for the tnangular retentIOn area on the plans. 51 Turf and landscape (beddmg plants) areas should be deSIgned on separate zones and time duratIOn for water conservatIOn. 52 Trees should have separate ImgatIOn bubblers to prOVIde water dIrectly to the root ball. [EnVIronmental RegulatIOns, Chapter 7 5, ArtIcle II Sec. 5 C.2] 53 It would appear as though Improvements such as fences and retammg walls are bemg constructed m utIlIty easements. IfthIS IS the case, approval from the appropnate utIlIty authontIes IS needed. 54 The ballfield lIghtmg depIcted on Sheet PH-l mdlcates spIllage onto pnvate reSIdences to the west of the baseball/soccer field. There can be no spIllage onto pnvate property AddItIonally, no detaIls are prOVIded on these partIcular poles, fixtures, or the assocIated heIght of these lIghtmg fixtures. 55 PrOVIde an addItIOnal cross-sectIon detail along the eastbound loop road extensIOn to the athletIC fields, deplctmg the proposed new retammg wall, Just slIghtly east of where the eXlstmg retaIling wall ends. 56 The parkmg stall SIze dIagrams on Sheets 3C and A-8 are mcorrect. The stall dImensIOns are correctly portrayed on Sheet A-9 Please correct all sheets to match. 57 Please prOVIde the necessary parkmg calculatIons assocIated WIth the Improvements. 58 BUIldmg elevatIOns have not been prOVIded for the new mamtenance and restroom bUIldmgs. Please prOVIde the elevatIOns of each SIde of the structures, mcludmg matenals for all bUIldmg . Page 6 components and then assocIated color March 24, 2006 59 Colors were not provIded for the metal roof, stucco or roll-up door depIcted on the dugout structures. Color ChIpS are reqUIred for the fimshes on all structures, mcludmg pamt manufacturer, color name and number 60 Note that the floor plans and any structural details have not been revIewed as part of thIS Minor SIte Plan ModIfication process. The plans wIll be reVIewed for BUIldmg Code complIance at the time ofpenmttmg. 61 ThIS reVIew only conSIders those elements of the plan noted as Phase I. Further, formal reVIew, WIll subsequently be reqUIred for Phase II. Please submIt revIsed plans reflectmg the changes dIscussed above to contmue the reVIew of your request through the process. Do not heSItate to contact me WIth any questIOns or If there IS anythmg I can do to aSSIst you. Smcerely, ~ Ed Breese Pnnclpal Planner CC Karen Mam, Plan ReVIew Analyst Launnda Logan, Semor Engmeer Kevm Hallahan, CIty Forester DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION MEMORANDUM NO 06-036 TO Ed Breese, Principal Planner, Planning and Zoning FROM Laurinda Logan, P E., Senior Engineer DATE March 20, 2006 RE. Review Comments Minor Site Plan Modification -1st Review Lake Worth Christian School File No MMSP 06-004 The above referenced Site Plans, received on February 17, 2006, was reviewed for Public Works, Engineering, and Utilities against the requirements outlined in the City of Boynton Beach Code of Ordinances. Following are our comments with the appropriate Code and Land Development Regulations (LOR) referenced PUBLIC WORKS - GENERAL 1 Prior to permit application contact the Public Works Department (561-742-6200) regarding the storage and handling of refuse per the CODE, Section 10-26 (a) 2. Provide a dumpster enclosure per the LOR, Chapter 2, Section 11.J 2 b and constructed in accordance with City Standard Drawing G-4 3 Gumbo Limbo, Green Buttonwood, and Live Oak are proposed adjacent to the dumpster enclosure This may pose a vertical conflict for Solid Waste in picking up the dumpster Please adjust tree locations a sufficient distance away from the dumpster enclosure to resolve this conflict. PUBLIC WORKS - TRAFFIC 4 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 5 It appears that two lanes of one-way traffic will be allowed along the new drive aisles. On the north side the two lanes (one-way) narrow to one lane No pavement markings have been shown for merging traffic. Please correct. ENGINEERING 6 Add a general note to the Site Plan that all plans submitted for specific permits shall meet the City's Code requirements at time of application These 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 (FOOT), South Florida Water Department of Public Works/Engineering Division Memo No 06-036 Lake Worth Christian School, Minor Site Plan Modification - 1st Review March 20, 2006 Page 2 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. 7 All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets 8 Please note that changes or revIsions to these plans may generate additional comments Acceptance of these plans during the Minor Site Plan Modification process does not ensure that additional comments may not be generated at permit review 9 The Master Site Plan has been shown at a scale of 1 70 I have a cheap engineering scale that does not have that particular scale Could the Master Site Plan please be provided at a scale that would generally be found on an everyday, run-of-the-mill, engineering scale? 10 Provide a graphic scale on the Boundary & Topo Survey sheets. 11 Please provide all sheets, including the survey, site, civil and landscape plans, at the same orientation for north to make it easier to compare and evaluate different sections of the plans. 12. Show proposed site lighting on the master site plan (LOR, Chapter 4, Section 7 B 4 ) 13 Show all above-ground and below-ground utilities, including electric, on the Landscape plans Landscaping shall be designed and installed in accordance with FPL's "Plant the Right Tree in the Right Place" 14 Provide information regarding whether fill will need to be imported or excavated material hauled off- site and the quantity involved so that we can provide information regarding an Excavation & Fill permit and associated surety 15 Provide an engineer's certification on the Drainage Plan as specified in LOR, Chapter 4, Section 7 F.2. 16 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 17 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 18 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 the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application Department of Public Works/Engineering Division Memo No 06-036 Lake Worth Christian School, Minor Site Plan Modification - 1 sl Review March 20, 2006 Page 3 UTILITIES 19 Please provide a timeline that clearly illustrates when water and sewer services will be required to serve the proposed project. Your starting date for the timeline should be the date of City Commission approval Also provide milestone dates for permit application, the start of construction, and the setting of the first water meter This timeline will be used to determine the adequacy of water and wastewater treatment capacity for your project upon the project's completion, so please be as accurate as possible 20 All utility easements and utility lines shall be shown on the site plan and landscape plans (as well as the Water and Sewer Plans) so that we may determine which appurtenances trees or shrubbery 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 LOR, 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 21 Palm Beach County Health Department permits will be required for the water and sewer systems serving this project (CODE, Section 26-12) 22. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 g P m (500 g P m some residential developments) with 20 p.s i residual pressure as stated in the LOR, Chapter 6, Article IV, Section 16 or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)) 23 The LOR, 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. 24 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 seven (7) 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 water As other sources are readily available City water shall not be allowed for irrigation 26 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 12 feet. The easements shall be dedicated via separate instrument to the City as stated in CODE Sec. 26-33(a) 27 This office will not require surety for installation of the water and sewer utilities, on condition 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 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 Department of Public Works/Engineering Division Memo No 06-036 Lake Worth Christian School, Minor Site Plan Modification - 151 Review March 20, 2006 Page 4 29 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 30 Provide a minimum of 10-ft. separation between water main, sanitary sewer, and storm sewer lines Please note that City of Boynton Beach separation standards are more stringent that FDEP standards. 31 The proposed Water & Sanitary Plan does not appear to accurately reflect existing conditions For instance, there is existing water and sewer in the Forest Ct. right-of-way that will have to be abandoned and/or removed Please show all utilities, existing and proposed on the Water & Sanitary Plan 32 Proposed 2-in force main is shown outfalling into a gravity manhole Please correct. 33 Investigate the possibility of reversing the slope of the sanitary sewer main so that the proposed sanitary main would tie directly into the gravity system in the adjacent Cedar Ridge subdivision This would eliminate the need for a lift station 34 If it is determined that a lift station is required for this project it shall be privately owned and maintained 35 Clearly indicate on the plans that all sanitary sewer mainline (gravity and force main) and services, including any required lift station, shall be privately owned and maintained 36 Relocate the four proposed water meters and RPZ's closer to the water main Place meters in a grassy area and include within the utility easement. The RPZ's shall be placed outside the utility easements and shall be privately owned and maintained 37 Double valve the two proposed connections to existing water main 38 All water services under pavement shall be Copper K. 39 Clearly indicate on the plans the service line sizes and meter sizes for the purposes of calculating reservation fees. 40 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) and 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 Forestry & Grounds Manager, Public Works/Forestry & Grounds Division Larry Quinn, Solid Waste Manager, Public Works/Solid Waste Kenneth Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail) File S:\Engineering\Kribs\Lake Worth Christian School, Minor Site Plan Mod. 1st Review.doc ~ ~ -. L. . .. rIl I =- '" '" '" '" '" '" '" '" '" '" '" <&I '" '" '" '" '" '" M .... . . r Q) ~ ~ g ~ ~. o ~ '" ::4. / i ::T () ::T .., -. CJ) ,...p -- ~ Q) ~ ::J en ('")_l_mo _ 00 "'- ! I ::T I -- -: :- / o ~ ;-~ o - - '" II~ '" '" ~ l!l. . - /1\ ~ . __Om mm__ Om_m_ .J. ~ _ ; ~ ~ .11 · ~ ~~ . '" '" -", ~l!l .. ~ ~ ~ ~ . . - -. , Q \ ~ '" '" '" ~'" '" '" CO "" .... '" '" '" '" '" <&I '" \ . --"- -. [}(~ ~ C5 s:: ~ .Iml '" I ;{ = = = g ~ ~ ~ ~ ~ g ~., l~~=~~ ~ \- I~ ~ ~ ~ ~ '" '" ~~ i ! "'- -----, ----- -- 1/ --- ../, !'\ ~ ~ "'iil ~ ! '" .... :i" II ~ o o o (i) ~ . - . :::: ::::.'" ",I "" ~ '" = = ~ . I . . II. .. . \ . iI . ... . " ~ . .... '" ... ~ '" '" '" . .. ~. . . ",III '" "" '" . . ---- , .. '" '" '" '" '" '" j " '" '" - '" '" '" '" '" ! a.~ . \ J, '" ~ '" '" - ~ l!l >- ""' ~ '" '" - '" '61 '" '" <&I -.'" I '" '" ... '" V _mmm-~_.,jLLY._ __mm 1. :iI m ~ Lake Worth Christian School Athletic Complex Surface Water Management Study: Summary of Calculations January, 2006 Prepared by. Michael B. Schorah and Associates, Inc. 1850 Forest Hill Blvd., Suite 206 West Palm Beach, Florida 33406 (561) 968-0080 EB#2438 Frederick Roth, Jr, P E. - Florida Registration # 18991 For Michael B. Schorah & Associates, Inc. Lake Worth Christian School Surface Water Management Study January, 2006 1 BASE DATA The design requirements for the surface water management system are based on the guidelines contained in the South Florida Water Management District (SFWMD) Environmental Resource Permit Information Manual Volume IV General surface water management design criteria include 1 Design Storm (Min Perimeter Berm): 100 yr-1 day with rainfall = 14 0" Flood Elev (Min Finished Floors): 100yr-3 day with rainfall = 17 0" Road Elev 5yr-1 day with rainfall = 7 0" 2 SFWMD Soil Type = Flatwoods (Documented Coastal Ridge) 3 Average Water Table Elevation = 5 0' 4 Allowable Discharge. None - All storm water up to the 100 yr, 1 day storm to be retained on site 2. SITE DATA The study described in this report is for the development of an athletic complex as an extension of the existing facilities at Lake Worth Christian School (see plans for details). The additional facilities, which include a number of ball fields, buildings and associated parking areas and roadways, will have a dedicated surface water management system, independent of that for the existing school The breakdown of the surface water management system for the new facilities is Total Area = Pervious Area = % Pervious = Impervious Area = 1050 Ac. 7 42 Ac 700% 3 08 Ac. Page 2 of 5 Lake Worth Christian School Surface Water Management Study January, 2006 % Impervious Building Area 1 = 300% o 63 Ac. (included in impervious area) = 3. ST AGE-STORAGE ASSUMPTIONS Dry Retention 1 (base) 2. 0 11 Ac. from 14 0' up Dry Retention 1 (bank). 0 38 Ac. from 14 0' to 18 0' Dry Retention 2 (base )3. 0 05 Ac. from 14 0' up Dry Retention 2 (bank): 0 18 Ac. from 140' to 180' Ball Fields. 6 70 Ac. from 18 0' to 20 5' Track Area. 0 71 Ac. from 18 0' to 19 5' Parking Area4. 0 50 Ac. from 18 7' to 20 5' The balance of the surface water management system is either occupied by buildings or is above the finished floor elevation of 20 5' 4. SOIL STORAGE All of the pervious area is greater than 6' above the water table As the site is on an established coastal ridge, up to 6' of soil storage can be taken into account. The developed soil storage for a depth of 6' is 14 68" Based on the pervious surface percentage of 70 0%, the site-wide average soil storage is Soil Storage = 14 68" x 0 70 1028" = 1 Included in impervious area. Also includes an allowance for a future 1 0 000 SF building east of the existing Elementary School 2 Dry Retention 1 is in the southeast corner of the site. 3 Dry Retention 2 is in the northwest corner of the site, adjacent to the running track. 4 Approximate area of car park below the finished floor elevation of 20 5 Page 3 of 5 Lake Worth Christian School Surface Water Management Study January, 2006 5. WATER QUALlTY5 a Volume from 1" Runoff (SFWMD) V1" = 105 x (1/12) x 05 = 0 44 Ac-ft. b Volume from 2 5" x % Imp (SFWMD) Total Site - (Roof + Water Surf) = 9 87 Ac. Imp Area (9 87 - Perv Area) = 2.45 Ac. % Imp (water qual) = (2 45 /9 87) x 100 = 24 8% = (25/12) x 0 5 x 0.248 x 10 5 0.27 Ac-ft V 2.5W = 1" over entire site controls Water Quality Volume Water Quality Stage = o 44 Ac-ft. 15 57' (see flood routings) = 6. FLOOD ROUTING CALCULATIONS The flood routing calculations were performed using the South Florida Water Management District's Cascade 2001 The key results from the calculations are summarized below The output from Cascade 2001 for each run follows at the end of this report. b 100-yr, 3-day stage 100-yr, 1-day stage 5-yr, 1-day stage = 19 70 (Min Finished Floor) 1932 (Min Perimeter Berm) 17 45 (Min Pavement Grade) a = c. = 5 Water Quality Volume reduced by 50% for dry retention credit per SFWMD rule. Page 4 of 5 Lake Worth Christian School Surface Water Management Study January, 2006 7 CASCADE OUTPUT The output from the modeling runs using Cascade 2001 are attached for the following conditions. . 100-yr, 3-day Storm . 100-yr, 1-day Storm . 5-yr, 1-day Storm Page 5 of 5 Cascade 2001 Version 1 0 File 1209r1 Date January 24, 2006 Page 1 Project Name Lake Worth Christian School - Athletic Complex (100yr, 3day) Reviewer SAC Project Number 1209 Period Begin Jan 01, 2000;0000 hr End Jan OS, 2000;0000 hr Duration 96 hr Time Step 0 06 hr, Iterations 10 Basin 1 LWCS Athletic Complex Method Santa Barbara Unit Hydrograph Rainfall Distribution SFWMD - 3day Design Frequency 100 year 3 Day Rainfall 17 inches Area 10 5 acres Ground Storage 10 28 inches Time of Concentration 0 5 hours Initial Stage 14 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 14 00 0 00 15 00 0 23 16 00 0 60 17 00 1 11 18 00 1 76 18 50 2 51 19 00 4 07 19 50 6 48 20 00 9 68 20 50 13 63 Offsite Receiving Body Offsitel Time (hr) Stage (ft NGVD) o 00 120 00 o 00 o 00 Structure 1 From Basin LWCS Athletic Complex To Basin Offsitel Structure Type Gravity Weir None Bleeder None Pipe None Time (hr) Cumulative Rainfall (in) Instant Runoff (cfs) Current Discharge (cfs) Cumulative Discharge (acre-ft) Head Water Stage (ft NGVD) Tail Water Stage (ft NGVD) 0 00 0 00 0 00 0 00 0 00 14 00 0 00 1 02 0 08 0 00 0 00 0 00 14 00 0 00 1 98 0 15 0 00 0 00 0 00 14 00 0 00 3 00 0 23 0 00 0 00 0 00 14 00 0 00 4 02 0 31 0 00 0 00 0 00 14 00 0 00 4 98 0 38 0 00 0 00 0 00 14 00 0 00 6 00 0 46 0 00 0 00 0 00 14 00 0 00 7 02 0 53 0 00 0 00 0 00 14 00 0 00 7 98 0 61 0 00 0 00 0 00 14 00 0 00 9 00 0 68 0 00 0 00 0 00 14 00 0 00 10 02 0 76 0 00 0 00 0 00 14 00 0 00 10 98 0 84 0 00 0 00 0 00 14 00 0 00 12 00 0 91 0 00 0 00 0 00 14 00 0 00 13 02 0 99 0 00 0 00 0 00 14 00 0 00 13 98 1 06 0 00 0 00 0 00 14 00 0 00 15 00 1 14 0 00 0 00 0 00 14 00 0 00 -------~-~- Cascade 2001 Version 1 0 File 1209r1 Date January 24, 2006 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) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 16 02 1 22 0 00 0 00 0 00 14 00 0 00 16 98 1 29 0 00 0 00 0 00 14 00 0 00 18 00 1 37 0 00 0 00 0 00 14 00 0 00 19 02 1 45 0 00 0 00 0 00 14 00 0 00 19 98 1 52 0 00 0 00 0 00 14 00 0 00 21 00 1 60 0 00 0 00 0 00 14 00 0 00 22 02 1 68 0 00 0 00 0 00 14 00 0 00 22 98 1 75 0 00 0 00 0 00 14 00 0 00 24 00 1 83 0 00 0 00 0 00 14 00 0 00 25 02 1 94 0 00 0 00 0 00 14 00 0 00 25 98 2 05 0 00 0 00 0 00 14 00 0 00 27 00 2 16 0 01 0 00 0 00 14 00 0 00 28 02 2 27 0 04 0 00 0 00 14 01 0 00 28 98 2 38 0 06 0 00 0 00 14 03 0 00 30 00 2 49 0 08 0 00 0 00 14 05 0 00 31 02 2 61 0 11 0 00 0 00 14 09 0 00 31 98 2 71 0 13 0 00 0 00 14 13 0 00 33 00 2 83 0 15 0 00 0 00 14 18 0 00 34 02 2 94 0 17 0 00 0 00 14 24 0 00 34 98 3 05 0 19 0 00 0 00 14 30 0 00 36 00 3 16 0 21 0 00 0 00 14 37 0 00 37 02 3 27 0 23 0 00 0 00 14 45 0 00 37 98 3 38 0 24 0 00 0 00 14 53 0 00 39 00 3 49 0 26 0 00 0 00 14 62 0 00 40 02 3 60 0 28 0 00 0 00 14 72 0 00 40 98 3 71 0 30 0 00 0 00 14 82 0 00 42 00 3 82 0 31 0 00 0 00 14 93 0 00 43 02 3 94 0 33 0 00 0 00 15 03 0 00 43 98 4 04 0 34 0 00 0 00 15 10 0 00 45 00 4 16 0 36 0 00 0 00 15 18 0 00 46 02 4 27 0 37 0 00 0 00 15 26 0 00 46 98 4 38 0 39 0 00 0 00 15 35 0 00 48 00 4 49 0 40 0 00 0 00 15 44 0 00 49 02 4 62 0 46 0 00 0 00 15 54 0 00 49 98 4 74 0 48 0 00 0 00 15 64 0 00 51 00 4 89 0 59 0 00 0 00 15 76 0 00 52 02 5 06 0 70 0 00 0 00 15 90 0 00 52 98 5 26 0 92 0 00 0 00 16 06 0 00 54 00 5 53 1 19 0 00 0 00 16 23 0 00 55 02 5 85 1 50 0 00 0 00 16 45 0 00 55 98 6 20 1 83 0 00 0 00 16 71 0 00 57 00 6 63 2 29 0 00 0 00 17 04 0 00 58 02 7 17 3 00 0 00 0 00 17 39 0 00 58 98 7 84 4 33 0 00 0 00 17 82 0 00 60 00 12 70 42 40 0 00 0 00 18 65 0 00 61 02 14 10 13 87 0 00 0 00 19 22 0 00 61 98 14 71 6 42 0 00 0 00 19 37 0 00 63 00 15 12 3 72 0 00 0 00 19 45 0 00 64 02 15 50 3 23 0 00 0 00 19 51 0 00 64 98 15 72 2 13 0 00 0 00 19 54 0 00 66 00 15 95 1 97 0 00 0 00 19 57 0 00 67 02 16 18 1 96 0 00 0 00 19 59 0 00 67 98 16 40 1 96 0 00 0 00 19 62 0 00 69 00 16 55 1 40 0 00 0 00 19 64 0 00 70 02 16 70 1 33 0 00 0 00 19 66 0 00 70 98 16 85 1 32 0 00 0 00 19 67 0 00 72 00 17 00 1 32 0 00 0 00 19 69 0 00 73 02 17 00 0 17 0 00 0 00 19 70 0 00 73 98 17 00 0 03 0 00 0 00 19 70 0 00 75 00 17 00 0 00 0 00 0 00 19 70 0 00 76 02 17 00 0 00 0 00 0 00 19 70 0 00 76 98 17 00 0 00 0 00 0 00 19 70 0 00 78 00 '..7 00 0 00 0 00 0 00 19 70 0 00 79 02 '..7 00 0 00 0 00 0 00 19 70 0 00 79 98 17 00 0 00 0 00 0 00 19 70 0 00 81 00 '..7 00 0 00 0 00 0 00 19 70 0 00 82 02 17 00 0 00 0 00 0 00 19 70 0 00 Cascade 2001 Version 1 0 File 1209r1 Date January 24, 2006 Page 3 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) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 82 98 84 00 85 02 85 98 17 00 17 00 17 00 17 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 o 00 19 70 19 70 19 70 19 70 o 00 o 00 o 00 o 00 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ------------------------------------------------------- ------------------------------------------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) ------------------------------------------------------- ------------------------------------------------------- 1 o 00 o 00 o 00 o 00 BASIN MAXIMUM AND MINIMUM STAGES --------------------------------------------------------------- --------------------------------------------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) --------------------------------------------------------------- --------------------------------------------------------------- LWCS Athletic 19 70 76 20 14 00 o 00 BASIN WATER BUDGETS (all units in acre-ft) --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Basin Total Structure Structure Runoff Inflow Outflow Initial Storage Final Storage Residual --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- LWCS Athletic 7 74 o 00 o 00 o 00 7 74 o 00 Cascade 2001 Version 1 0 File 1209r2 Date January 24, 2006 Page 1 Project Name Lake Worth Christian School - Athletic Complex (100yr, 1day) Reviewer SAC Project Number 1209 Period Begin Jan 01, 2000;0000 hr End Jan 02, 2000;1200 hr Duration 36 hr Time Step 0 06 hr, Iterations 10 Basin 1 LWCS Athletic Complex Method Santa Barbara Unit Hydrograph Rainfall Distribution SFWMD - 24 hr Design Frequency 100 year 1 Day Rainfall 14 inches Area 10 5 acres Ground Storage 10 28 inches Time of Concentration 0 5 hours Initial Stage 14 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 14 00 0 00 15 00 0 23 16 00 0 60 17 00 1 11 18 00 1 76 18 50 2 51 19 00 4 07 19 50 6 48 20 00 9 68 20 50 13 63 Offsite Receiving Body Offsite1 Time (hr) Stage (ft NGVD) o 00 120 00 o 00 o 00 Structure 1 From Basin LWCS Athletic Complex To Basin Offsitel Structure Type Gravity Weir None Bleeder None Pipe None Time (hr) Cumulative Rainfall (in) Instant Runoff (cfs) Current Discharge (cfs) Cumulative Discharge (acre-ft) Head Water Stage (ft NGVD) Tail Water Stage (ft NGVD) --------------------------------~---------------------------------------------- ------------------------------------------------------------------------------- 0 00 0 00 0 00 0 00 0 00 14 00 0 00 1 02 0 14 0 00 0 00 0 00 14 00 0 00 1 98 0 28 0 00 0 00 0 00 14 00 0 00 3 00 0 45 0 00 0 00 0 00 14 00 0 00 4 02 0 63 0 00 0 00 0 00 14 00 0 00 4 98 0 86 0 00 0 00 0 00 14 00 0 00 6 00 1 16 0 00 0 00 0 00 14 00 0 00 7 02 1 52 0 00 0 00 0 00 14 00 0 00 7 98 1 91 0 00 0 00 0 00 14 00 0 00 9 00 2 39 0 15 0 00 0 00 14 01 0 00 10 02 3 00 0 73 0 00 0 00 14 17 0 00 10 98 3 75 1 82 0 00 0 00 14 58 0 00 12 00 9 18 35 73 0 00 0 00 16 93 0 00 13 02 0 75 12 92 0 00 0 00 18 64 0 00 13 98 1 44 6 33 0 00 0 00 18 87 0 00 15 00 , 90 3 78 0 00 0 00 19 00 0 00 J. - -~-~ ~-- -"-'--- Cascade 2001 Version 1 0 File 1209r2 Date January 24, 2006 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) =============================================================================== 16 02 12 33 3 33 0 00 0 00 19 06 0 00 16 98 12 57 2 20 0 00 0 00 19 10 0 00 18 00 12 82 2 05 0 00 0 00 19 14 0 00 19 02 13 08 2 04 0 00 0 00 19 17 0 00 19 98 13 32 2 05 0 00 0 00 19 21 0 00 21 00 13 50 1 47 0 00 0 00 19 24 0 00 22 02 13 67 1 40 0 00 0 00 19 26 0 00 22 98 13 83 1 39 0 00 0 00 19 28 0 00 24 00 14 00 1 39 0 00 0 00 19 31 0 00 25 02 14 00 0 18 0 00 0 00 19 32 0 00 25 98 14 00 0 03 0 00 0 00 19 32 0 00 27 00 14 00 0 00 0 00 0 00 19 32 0 00 28 02 14 00 0 00 0 00 0 00 19 32 0 00 28 98 14 00 0 00 0 00 0 00 19 32 0 00 30 00 14 00 0 00 0 00 0 00 19 32 0 00 31 02 14 00 0 00 0 00 0 00 19 32 0 00 31 98 14 00 0 00 0 00 0 00 19 32 0 00 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ------------------------------------------------------- ------------------------------------------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) ------------------------------------------------------- ------------------------------------------------------- 1 o 00 o 00 o 00 o 00 BASIN MAXIMUM AND MINIMUM STAGES --------------------------------------------------------------- --------------------------------------------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) --------------------------------------------------------------- --------------------------------------------------------------- LWCS Athletic 19 32 29 04 14 00 o 00 BASIN WATER BUDGETS (all units in acre-ft) --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Basin Total Structure Structure Runoff Inflow Outflow Initial Storage Final Storage Residual ================================================================================= LWCS Athletic 5 61 o 00 o 00 o 00 5 61 o 00 Cascade 2001 Version 1 0 File 1209r3 Date January 24, 2006 Page 1 Project Name Lake Worth Christian School - Athletic Complex (5yr, 1dayl Reviewer SAC Project Number 1209 Period Begin Jan 01, 2000;0000 hr End Jan 02, 2000;1200 hr Duration 36 hr Time Step 0 06 hr, Iterations 10 Basin 1 LWCS Athletic Complex Method Santa Barbara Unit Hydrograph Rainfall Distribution SFWMD - 24 hr Design Frequency 5 year 1 Day Rainfall 7 inches Area 10 5 acres Ground Storage 10 28 inches Time of Concentration 0 5 hours Initial Stage 14 ft NGVD Stage Storage (ft NGVDl (acre-ft) --------- --------- 14 00 0 00 15 00 0 23 16 00 0 60 17 00 1 11 18 00 1 76 18 50 2 51 19 00 4 07 19 50 6 48 20 00 9 68 20 50 13 63 Offsite Receiving Body Offsite1 Time (hr) Stage (ft NGVD) o 00 120 00 o 00 o 00 Structure 1 From Basin LWCS Athletic Complex To Basin Offsite1 Structure Type Gravity Weir None Bleeder None Pipe None Time (hr) Cumulative Rainfall (in) Instant Runoff (cfs) Current Discharge (cfs) Cumulative Discharge (acre-ft) Head Water Stage (ft NGVD) Tail Water Stage (ft NGVD) 0 00 0 00 0 00 0 00 0 00 14 00 0 00 1 02 0 07 0 00 0 00 0 00 14 00 0 00 1 98 0 14 0 00 0 00 0 00 14 00 0 00 3 00 0 22 0 00 0 00 0 00 14 00 0 00 4 02 0 32 0 00 0 00 0 00 14 00 0 00 4 98 0 43 0 00 0 00 0 00 14 00 0 00 6 00 0 58 0 00 0 00 0 00 14 00 0 00 7 02 0 76 0 00 0 00 0 00 l4 00 0 00 7 98 0 95 0 00 0 00 0 00 14 00 0 00 9 00 1 20 0 00 0 00 0 00 14 00 0 00 10 02 1 50 0 00 0 00 0 00 14 00 0 00 10 98 1 87 0 00 0 00 0 00 14 00 0 00 12 00 4 59 7 50 0 00 0 CO 14 56 0 00 13 02 5 38 3 41 0 00 0 00 L5 91 0 00 13 98 5 72 1 88 0 00 0 00 16 32 0 00 15 00 5 95 1 18 0 00 0 00 16 56 0 00 _.._~._..__._-~ Cascade 2001 Version 1 0 File 1209r3 Date January 24, 2006 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) ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 16 02 6 16 1 07 0 00 0 00 16 75 0 00 16 98 6 28 0 72 0 00 0 00 16 88 0 00 18 00 6 41 0 68 0 00 0 00 16 99 0 00 19 02 6 54 0 68 0 00 0 00 17 08 0 00 19 98 6 66 0 69 0 00 0 00 17 17 0 00 21 00 6 75 0 50 0 00 0 00 17 24 0 00 22 02 6 83 0 48 0 00 0 00 17 30 0 00 22 98 6 91 0 48 0 00 0 00 17 36 0 00 24 00 7 00 0 48 0 00 0 00 17 42 0 00 25 02 7 00 0 06 0 00 0 00 17 45 0 00 25 98 7 00 0 01 0 00 0 00 17 45 0 00 27 00 7 00 0 00 0 00 0 00 17 45 0 00. 28 02 7 00 0 00 0 00 0 00 17 45 0 00 28 98 7 00 0 00 0 00 0 00 17 45 0 00 30 ocr 7 00 0 00 0 00 0 00 17 45 0 00 31 02 7 00 0 00 0 00 0 00 17 45 0 00 31 98 7 00 0 00 0 00 0 00 17 45 0 00 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ======================================================= Struc Max (cfs) Time (hr) Min (cfs) 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) --------------------------------------------------------------- --------------------------------------------------------------- LWCS Athletic 17 45 28 74 14 00 o 00 BASIN WATER BUDGETS (all units in acre-ft) ================================================================================= Basin Total Structure Structure Runoff Inflow Outflow Initial Storage Final Storage Residual ================================================================================= LWCS Athletic 1 40 o 00 o 00 o 00 1 40 o 00 Plannine Memorandum. Forester / Environmentalist To Ed Breese, PnncIpal Planner From Kevm J Hallahan, Forester / EnvIronmentalIst Subject. Lake Worth ChnstIan School-AthletIc Complex Minor SIte Plan - 1st RevIew MMSP 06-004 Date March 15,2006 Boundarv and Topo Survev Existine Trees and Landscape Plan Sheet 1 of 1 The Landscape ArchItect should reVIew the eXIstmg trees / landscape on the eXIstmg school sIte agamst the ongmal approved landscape plan and show replacement of all mIssmg trees / vegetatIOn. ThIS mformatIon should be shown on the current landscape plan and be completed along wIth the current athletIc complex proJect. [EnvIronmental RegulatIOns, Chapter 75, ArtIcle I Sec 7.D p 2] Plant Schedule Sheets L-l thru L-5 1 All shade and palm trees must be lIsted m the descnptIOn as a mInImUm of 12' -14' heIght, 3" DBH (4 5' off the ground) not calIper, and Flonda #1 (Flonda Grades and Standards manual) The heIght of the trees may be larger than 12' -14' to meet the 3" dIameter reqUIrement; or any clear trunk (c t.) specIficatIOns. [EnvIronmental RegulatIOns, Chapter 7 5, ArtIcle II Sec 5 C 2] 2 The landscape desIgn does not mclude the CIty SIgnature trees (Tibochma granulosa) at the mgress / egress areas to the SIte. These trees must meet the mInImUm SIze specIficatIOns for trees. [EnvIronmental RegulatIOns, Chapter 7 5, ArtIcle II Sec. 5 C.3.N ] 3 All trees proposed under any eXIstmg overhead electnc power lmes (if applIcable) must meet the FP & L RIght tree m the RIght Place manual selectIOn for small trees only 4 The landscape sheet should mclude a lme mdIcatmg where the dIameter and heIght of all of the trees wIll be measured at tIme of plantmg and mspectIOn. 5 The landscape sheet should mclude a palm tree plantmg detaIllme mdIcatmg where the clear trunk and heIght of all of the palm trees wIll be measured at tIme of plantmg and mspectIon. 6 The landscape sheet should mclude a shrub and groundcover plantmg detaIllme mdIcatmg where the heIght and spread of the shrubs and groundcover plants wIll be measured at tIme of plantmg and mspectIOn. 7 All shrubs and groundcover plants should have a heIght and spread dImenSIOn. 8 The applIcant should add a note that all utIlIty boxes or structures (not currently known or shown on the plan) should be screened wIth Coco plum hedge plants on three sIdes. 9 The applIcant should show all of the sectIon details (A-A through G-G) at the actual heIghts of the proposed trees and vegetatIOn to scale. ThIS wIll show the vIsual buffer proposed for these areas throughout the sIte at tIme ofmstallatIon and mspectIOn. ThIS would mclude the constructIOn details for the retammg wall, grassy slope, and type of sod for the tnangular retentIOn area on the plans. .Irrieation Plan 10 Turf and landscape (beddmg plants) areas should be deSIgned on separate zones and tIme duratIon for water conservatIOn. 11 Trees should have separate ImgatIOn bubblers to provIde water dIrectly to the root ball. [EnvIronmental RegulatIOns, Chapter 7.5, ArtIcle II Sec. 5 C.2] Kjh rM M I of the Palm Beaches, Inc Full Service Property Management & Maintenance 901 Northpo;nt Parkway Suite 307 West Palm Beach, Florida 33407 (561) 686-7818 Fax (561) 686-7284 February 23, 2006 Mr Robert Hook Actmg Supenntendent Lake Worth ChnstIan School 7592 HIgh RIdge Road Boynton Beach, FL 33426 Re Cedar Ridge Community Association, Inc. /Lake Worth Christian School (Phase One Construction) Dear Mr Hook. At a meetmg held on February 22,2006, Lake Worth ChnstIan School presented Phase One of theIr Athletic Sports Complex project that encompasses a soccer field, a softball field wIth dugouts, and a baseball field wIth dugouts, a bathroom facIhty, a mamtenance bmldmg, along wIth the related landscapmg, fencmg, and parkmg areas. The plan prepared by the office of KImberly A. DellastatIOus, P.A. IS dated 01/24/06 the sheet labeled CS-l, 1-31 spells out the scope of work for Phase One constructIOn and have been revIewed. The above noted Homeowners ASSOCIatIOn does not object to thIS project assummg that. a. The dramage plan does not mclude any dramage mto the Cedar RIdge Lake and the dramage IS retamed on Lake Worth ChnstIan property b The proJect, mcludmg the landscapmg, WIll only be bmlt on Lake Worth ChnstIan Property or property It IS leasmg form the CIty of Boynton Beach. We look forward to contmued updates as thIS project progresses. Very truly yours, For the Board of Directors, ~. - --- M . stme LucentI, L.C.A.M. Property Manager MMI of the Palm Beaches A division of Miami Management, Inc. LAKE WORTH CHRISTIAN SCHOOL Growing Christian Leaders / I I i I I I I I I i ! I I I I . II I i i I i I I .' I I I II I I ! I i I , i i I Mr Fernando Ballesteros 1768 Tom A Toe Rd. Boynton Beach, FL 33426 Mr Robert Hook Actmg Supenntendent Lake Worth ChrIstian School 7592 HIgh RIdge Road Boynton Beach, Flonda 33426 Dear Mr Hook. As per our meetmg on 3-2-06, Lake Worth ChrIstIan School presented Phase One oftheu AthletIc Sports Complex project that encompasses a soccer field, a softball field wIth dugouts, and a baseball field with dugouts, a bathroom faCIlIty, a mamtenance bmldmg, along With the related landscapmg, fencmg, and parkmg areas. The plan prepared by the office of Kimberly A. DellastatlOus, P.A. is dated 1/24/06 The sheet labeled CS-I, 1- 31 spells out the scope of work for Phase One constructIOn and have been revIewed. As the owner of the property located at 1768 Tom A Toe Rd., I do not object to Phase One OfthIS proJect. We look forward to contmued updates as thIS project progresses. ) - :'i Y 2 H i g h R I cI g E' R (J ad B 0 \ '1 ton B t' i C h F L 3 4.2 6 Tel I:;h! ')i)IJ 21b Fd\. ,')(,1 ")86431\2 \\\\\\ L\\CS nrg · /r~~.~~/~~~~ .4-'f/t) Il&TJ#(m"V ~ -f1U I/;€j<<i ~ IN V1'1Un! ~ · ~/!U) U(#JfT1~ ~ ~ fJif-1 ~/e.TS ~~ tMA7) rol/~ ~/~~ 11> T1/1S. ~ ~ ~ ~?()~ Freu TJ./eYL€. CttN IJt& No ~/u..J/ed- ()ItJ1V P1e/~~ ~ ~,~ Ifjf) i&n/l'/l.S IWI.€ ht4V1/J6/> h) TJJt€. 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'n t, ,~~ ~~ r ~-'~...- ,~ ~ ~ ~-_.'=- -~F.~-"~-":.~n :i- .1 - -:iF -j ~ - ) - ~:>.: MEMORANDUM To Mr MIchael Rumpf Planmng & Zomng DIrector CIty of Boynton Beach From. Peter G Memtt RegIOnal EcologIst 'roJ; ~ & ~ D W ~ rnl i UiJ I FEe 2 2;ro; LV Date February 17,2006 DEPARTMENT OF DEVElOPMENT Subject: Notice of PermIt ApphcatIOn No 060210-9 South Flonda Devco, Inc Notice of PermIt ApphcatIOn No 060208-9 Lake Worth ChnstIan School (Athletic Complex) Attached are notices of apphcatIons for an envIronmental permIt to conduct dredge and fill or SImIlar actiVIties wIthm or adjacent to your commumty We are dIssemmatmg thIS mformatIOn for your reVIew and comment. The mformatIOn provIded wIth thIS notIce IS very bnef, but you may contact the permIttmg agency dIrectly for further mformatIOn If needed m order for you to assess the Impacts of the proposed actIvIties on your commumty If the proposed actiVIties are not conSIstent WIth your comprehenSIve plan or other locally adopted plans or regulatIOns, or If you have any other comments, please submIt them to the permIttmg agency by the deadlme date mdIcated m the attached matenals. We would also apprecIate receIvmg a copy of any comments you may have for our files Attachment "Bringing Communities Together" · Est 1 976 3.1 East Ocean Boulevard Suite 3.. Stua.t Flo.ida 34"4 Phone (772) 221 4'" SC 2"-4'" - Fax (772) 221 4"7 E .ail ad.inlihcrpc or~ ') l we ..le- C-<,-Z'~ w o )uX'~ ~S ~ 'r~ Je<-- 02.'1 II ~ lCI<11 ..:::c l~\l9.'\1 61 II II q 't ) 3--2... II I \ c, Ct I ~J (\ \ I <'( c;t ) 3q ll\l"l'i) qi.L-'v;~~-2> lCf c, ~ - ~~-<;;" ~ J- if <f Palm Beach County Property Apprmst"--T)roperty Search System Page 1 of 1 ~~~ ",,,o:-SI1\lJ'!'d~ ~~praiur's Public Access tern ~~f~ ~ ~;t4*~~;4:i; ,- < h t' , , J \h~;7 {~~ .: *;;~~~~" r: r ;> r:" ;: f' ? /, J"" i', I" ~ "~';*@PNW:yIWk~ :,i ^ , ~__~!jlilik'_"""'" M" w,"w' Property Information Location Address 29 MAPLEWOOD CT 1_~<~!{MaD,.,......, I Municipality' BOYNTON BEACH Parcel Control Number' 08-43-45-09-21-001-0290 Subdivision CEDAR RIDGE & HIGH RIDGE COMMERCE PARK Official Records Book. 09186 Page. 1875 Sale Date. Mar-1996 Legal Description CEDAR RIDGE & HIGH RIDGE COMMERCE PARK L T 29 BLK 1 Owner Information Name MCKENZIE SANDI J ( .~ f )- .j Mailing Address. 29 MAPLEWOOD CT LAKE WORTH FL 33426 9350 Sales Information Sales Date Book/Page Ma~1996 09186/1875 Price Sale Type $98,900 WARRANTY DEED Owner Jan-1993 07S61/1388 $2,075,000 QUIT CLAIM Nov-1991 07055/0109 $707,000 WARRANTY DEED (0 - \ Exemptions Regular Homestead $25,000 Total $25,000 Year of Exemption 2006 \ ( sse sse an axa e a ues Tax Year' 2005 2004 2003 Assessed Value. 99.664 96,761 $94,957 I+SiIiII! oeiill Exemption Amount: 25,000 25,000 $25,000 ~,-,:">.,,,,-'. ~...>o:...< Taxable Value 74,664 71,761 $69,957 Appraisals Tax Year' Improvement Value: Land Value: Total Market Value. Use Code' 0100 A d dT ~ Tax Values Tax Year' Ad Valorem Non Ad Valorem Total Tax: .i Tax Year 2005 Number of Units. 1 *Total Square Feet: 1779 Acres. 0.29 Description RESIDENTIAL * in residential properties may indicate living area. bl V I L,+J~\G!~jJie~zJ t,,,,,~,~!!~,!,.,,,.~,,,,+.1 ..,J~dnt... . .1 1 ~.~~~.I1;~i'il ~~~~Ae.--I I NOTE: Lower the top and bottom margins to 0.25 on File->Page Setup menu option in the browser to print the detail on one page. Record Search I Information I Exemptions I Community I Employment I New Home Buyer I Office Locations Value Adiustment Boarq I Save Our Homes I Senior Corner I Disclaimer Home I Links I Glossary I E8Q I Forms I Contact Us I PAPA @ 2004 Palm Beach County Property Appraiser http.l/www CO palm-beach.fl.us/papalaspx/web/detall_mfo.aspx?p _ entIty=0843450921 001 0290&geonav= 2/1/2006 Palm Beach County Property AppraISf'-uroperty Search System Page 1 of 1 _';d:t'k'~'Y;':~~J~fl\i~I!tY"~J?Pf~iS.f'$ Public Access tern ~ $'-"~". ("i; 1"'\ ",. , ;; ~ ~ *''7'-:;. r r f r: t:: r r ":. x, r~ t". . r: " "" ,," ~ . ...~~~~rriwttmilih*l'c~~ir'" - ~~..Ji*^t~rwwww~~,,~ Property Information Location Address. 30 MAPLEWOOD CT l.~,..~~~IL;ilij'''''tl Municipality' BOYNTON BEACH Parcel Control Number. 08-43-45-09-21-001-0300 Subdivision CEDAR RIDGE & HIGH RIDGE COMMERCE PARK Official Records Book. 08919 Page: 0686 Sale Date Jul-1995 Legal Description CEDAR RIDGE & HIGH RIDGE COMMERCE PARK LT 30 BLK 1 Owner Information Name BAWDEN STEVEN B &. JANET L IAlll'''~oersl ~'~~~~~~'M~~ Mailing Address. 30 MAPLEWOOD CT LAKE WORTH FL 33426 9350 Sales Information Sales Date Book/Page Jul-1995 08919/0686 Jan-1993 07561/1388 Nov-1991 07055/0109 Price Sale Type $131,000 WARRANTY DEED $2,075,000 QUIT CLAIM $707,000 WARRANTY DEED Owner 8-:) Exemptions Regular Homestead $25,000 Total $25,000 Year of Exemption 2006 Appraisals Tax Year' Improvement Value Land Value' Total Market Value Use Code 0100 Tax Year 2005 Number of Units: 1 *Total Square Feet: 3082 Acres: 0.30 Description RESIDENTIAL * in residential properties may indicate living area. Tax Year' Assessed Value Exemption Amount: Taxable Value Tax Values Tax Year. Ad Valorem Non Ad Valorem Total Tax. fStr:uct\u~-~tttLI 1.-rPCa!WIIBhl ~,'d~,~< ,,<<- Ie.;., ~s'ciii%1 ="_"_>''''~_____. - . . ~<>""""A..;. - 1.,Ba"gug Sea!:,QlJ I.i'J~~iousPaae".;1 1," , "P!"J!!L-<h<,,~J NOTE: Lower the top and bottom margins to 0.25 on File->Page Setup menu option in the browser to print the detail on one page. Record Search I Information I Exemptions I Community I Emplovment I New Home Buver I Office Locations Value Adjustment Board I Save Our Homes I Senior Corner I Disclaimer Home I Links I Glossary I 00 I Forms I Contact Us I PAPA co 2004 Palm Beach County Property Appraiser http.l/www CO palm-beach. fl. us/papa/aspx/web/detall_mfo.aspx?p _ entIty=0843450921 00 1 0300&geonav= 2/1/2006 All Sales All Sales Owner Name: PCN Number: Sales Date Aug-2003 Jul-2001 Mar-1997 Jan-1993 Noy-1991 Book/page 15693/0373 12807/1852 09727/1577 07561/1388 07055/0109 LAZO ALEXC 08-43-45-09-21-001-0310 Price Sale Type $226,000 WARRANTY DEED $175,000 WARRANTY DEED $31,500 WARRANTY DEED $2,075,000 QUIT CLAIM $707,000 WARRANTY DEED Owner LAZO ALEXC OSWALD CHARLES & I~~="""q~, ,,"~'.'HI http.l/www co palm-beach.fl.us/papa/aspx/web/allsales.aspx?entIty _ld=0843450921 001 031 O&Owner _ Na. Page 1 of 1 ~ (V 2/1/2006 f All Sales All Sales Owner Name: PCN Number: Sales Date Mar-2003 Sep-2002 Jul-2001 Apr-1996 Apr-1996 Jan-1993 Nov-1991 Book/page 15577/1763 14252/1741 12834/1295 09214/1237 09214/1235 07561/1388 07055/0109 WILLIS DENISE 08-43-45-09-21-001-0320 Price Sale Type $10 QUIT CLAIM $225,000 WARRANTY DEED $10 QUIT CLAIM $28,500 WARRANTY DEED $18,500 WARRANTY DEED $2,075,000 QUIT CLAIM $707,000 WARRANTY DEED Owner WILLIS DENISE MOREIRA DENISE SPUCK NANCY A I~",,,>~!!n~., .J http.//www.copalm-beach.fl.us/papa/aspx/web/allsales.aspx?entIty _ld=0843450921 001 0320&Owner _ Na. Page 1 of 1 (j>) 2/1/2006 All Sales Page I of 1 All Sales Owner Name: WALTER CHARLES 8 --.) I PCN Number: 08-43-45-09-21-001-0330 Sales Date Book/page Price Sale Type Owner Mar-2000 11677/1147 $190,000 WARRANTY DEED WALTER CHARLES Feb-2000 11643/1652 $10 QUIT CLAIM LAINE CHRISTINA Jan-1996 09128/1919 $100 WARRANTY DEED Aug-1995 08906/0119 $135,000 WARRANTY DEED Jan-1993 07561/1388 $2,075,000 QUIT CLAIM Nov-1991 07055/0109 $707,000 WARRANTY DEED L..,;,";; g~ '"<ill'iMLJ L0hr ,,~~ 'l.+d,,;;..J http.//www.copalm-beach.fl.us/papa/aspx/web/allsa1es.aspx?entIty _ld=0843450921 001 0330&Owner _ Na. 2/1/2006 All Sales All Sales Owner Name: PCN Number: Sales Date Mar-2003 Jun-1999 Feb-1996 Aug-1995 Jan-1993 Nov-1991 Book/page 15011/0512 11231/1564 09133/0717 08949/0509 07561/1388 07055/0109 JOHNSON PAUL G 08-43-45-09-21-001-0340 Price Sale Type $230,000 WARRANTY DEED $160,000 WARRANTY DEED $127,700 WARRANTY DEED $18,500 WARRANTY DEED $2,075,000 QUIT CLAIM $707,000 WARRANTY DEED Owner JOHNSON PAUL G &. WALTER KIERSTED W [ "" Print ....... I .'.'=-<".~",". h . ,. http.//www co palm-beach.fl.us/papa/aspx/web/allsales.aspx?entIty _ld=0843450921 001 0340&Owner _ Na. Page 1 of 1 ~ ~) 21112006 &. I.~/btu ~f{lct+ SOUTH FLORIDA WATER MANAGEMENT DISTRICT 3301 Gun Club Road, West Palm Beach, Florida 33406 (561) 686-8800 FL WATS 1-800-4322045 TDD (561) 6972574 Mailing Address: POBox 246RO, West Palm Beach, FL 33416-4680 www.sfwmd.gov NOTICE " .c-..~"'\~,. .. .';~ F1 February 9 2006 h.__J Subject: Environmental Resource Permit Application Application No 060208-9 Applicant Lake Worth Christian School ~~-hc.. C;::'f'!'\p t!..t') Palm Beach County S 9fT 45 SIR 43 E The South Florida Water Management District is currently processing the attached application If you have any comments or objections concerning this project, please submit them in writing to this office within 30 days of receipt of this notice. This is also an opportunity for applicable State agencies to concur with or object to the proposed project under the federal consistency provision of the Coastal Zone Management Act. Review must be in accordance with the procedures adopted by the Interagency Management Committee on October 25, 1989 Findings of inconsistency must describe how the project conflicts with your agency's statutory authorities in the Florida Coastal Management Program and provide alternative measures, if any, which would make the project consistent. Commenting agencies must provide a copy of all consistency comments letters to the Florida Coastal Management Program Director Department of Community Affairs, 2555 Shumard Oak Boulevard, Tallahassee, Florida 32399-2100 Please refer to the applicants name and application number as referenced above in any correspondence to help faciJitate processing. Questions concerning this project should be addressed to Rob Robbins at (561) 682-6951 or Tony Waterhouse at (561) 682-6867 BAC.mw Attachments c: US Army Corps of Engineers Fish and Wildlife Conservation Commission, Bureau of Protected Species Management Department of State, Division of Historical Resources Regional Planning Council Department of Community Affairs Palm Beach County DERM GOVERNING BOARD EXECUTIVE OFFICE Kevin McCarty Chair lrela M. Bague, Vice-Chair Pamela Brooks-Thomas Alice J Carlson Michael Collins '\.icolas J Gutierrez, Jr., Esq. Lennart E. Lindahl, P.E. Harkley R. Thornton Malcolm S. Wade, Jr Carol Ann "Vehle, Exewtive Director OWNER(S) OF LAND ENTITY TO RECEIVE PERMIT (IF OTHER THAN OWNER) NAME Robert Hook NAME ADDRESS 7592 High Ridge Road ADDRESS CITY STATE. ZIP Boynton Beach, FL 33426 CITY STATE. ZIP COMPANY AND TITLE Lake Worth Christian School, COMPANY AND TITLE School Superintendent TELEPHONE 561 5868216 TELEPHONE ( ) FAX 561 8564382 FAX ( ) AGENT AUTHORIZED TO SECURE PERMIT (IF AN CONSULTANT (IF DIFFERENT FROM AGENT) AGENT IS USEQ) NAME =0 60 208- 9 NAME Frederick Roth Jr P.E. COMPANY AND TITLE COMPANY AND TITLE Michael B. Schorah & Associates, 1RIGINALSUBM1TTAt Senior Vice President ADDRESS ~FB '; 8 "'Onr ADDRESS 1850 Forest Hill Blvd., Suite 206 '-.._' \: .., I. ,C CITY STATE. ZIP WPB CITY STATE. ZIP West Palm Beach, FL 33406 TELEPHONE ( ) TELEPHONE (561 ) 968 0080 FAX ( I FAX (561 I 6429726 Name of project, including phase if applicable Lake Worth Christian School Athletic Complex Is this application for part of a multi-phase project? Dyes [8J no Total applicant-owned area contiguous to the project 16.34 ac Total project area for which a permit is sought 10.50 ac Impervious area for which a permit is sought 3 08 ac What is the total area (metric equivalent for federally funded projects) of work in on or over wetlands or other surface waters? Q..acres _ square feet _ hectares _ square meters Number of new boat slips proposed Q Project location (use additional sheets, if needed) County(ies) Palm Beach Section(s) ~ Township 45S Range 43E Section(s) _ Township _ Range - Land Grant name if applicable N/A Tax Parcel Identification Number Street address road or other location HiQh RidQe Road City Zip Code if applicable Boynton Beach FL33426 2 Describe in general terms the proposed project, system or activity Construction of a surface water management system to serve a number of ball fields and associated buildings, parking and access roads. If there have been any pre-application meetings including at the project site with regulatory staff please list the date(s) location(s) and names of key staff and project representatives Please identify by number any MSSW/Wetland resource/ERP/ACOE Permits pending issued or denied for projects at the location and any related enforcement actions Agency Date No \Type of Application Action Taken Note.The followinq information is required on Iv for proiects proposed to occur in,on or over wetlands that need a federal dredqe and fill permit and/or authorization to use state owned submerqed lands and is not necessary when applvinq solelv for an Environmental Resource Permit. Please provide the names addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant) Please attach a plan view showing the owner's names and adjoining property lines Attach additional sheets if necessary 1 2. 3 4 By signing this application form I am applying or I am applying on behalf of the applicant, for the permit and any proprietary authorizations identified above according to the supporting data and other incidental information filed with this 3 By signing this application form I am applying or I am applYing on behalf o. the applicant, for the permit and any proprietary authorizations identified above according to the supporting data and other incidental information filed with this application I am familiar with the information contained in this application and represent that such Information IS true complete and accurate J understand this is an application and not a permit, and that work prior to approval IS a violation I understand that this application and any permit issued or proprietary authonzatlon issued pursuant thereto does not relieve me of any obligation for obtaining any other required federal state, water management district or local permit prior to commencement of construction I agree or I agree on behalf of my corporation to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible operation entity I understand that knowingly making any false statement or representation In this application is a violation of Section 373 430 F Sand 18 U S C Section 1001 RQb~-.rtJ::f99..-k Typed/Printed Name of Applicant (If no Agent is used) or Agent (If one is so authorized below) Jd:j( k'~T- H [/(1 K Signature of Applicant/Agent Superjntendent, lake Worth Christian School (Corporate Title if applicable) /) ( - [l l' Date 7'--- AN AGENT MAY SIGN ABOVE ONLY IF THE APPLICANT COMPLETES THE FOllOWING I hereby designate and authorize the agent listed above to act on my behalf or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietary authorization indicated above, and to furnish on request, supplemental information in support of the application In addition, I authorize the above-listed agent to bind me or my corporation, to perform any requirement which may be necessary to procure the permit or authorization indicated above I understand that knowingly making any false statement or representation in thiS application is a violation of Section 373 430 F Sand 18 U S C Section 1001 Kul)G-RT ,4oov( Typed/p_~inted Nam~ of A pliCr:tr / ',Y( .~, Z_- Sign ture of Applicant Agent Date (Corporate Title If applicable) Please note.Jh!l,lIPpJ[ldInt.JU1IillinllUigna.tur.e.Jn.ot.Ju;.Qllvl is reauWtclJlhIDLe... PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOllOWING I either own the property desCribed in this application or I have legal authority to allow access to the property and I consent, after receiving prior notification to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Water Management District and the U S Army Corps of Engineers necessary for the review and inspection of the proposed project speCified in thiS application I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection Further I agree to provide entry to the project site for such agents or personnel to monitor permitted work if a permit is granted 8Qb~rcH9Qk TYP~rI t~____ me ~p~~nt Signature of Applic nt/Agent Date S!JPerinlel1dentL1J!ke Worth Christian School (Corporate Title if applicable) ....-> ,- o ~; 4 FOR AGENCY USE ONLY DEPIWMD Application # Date Application Received Fee Received $ Fee Receipt # ACOE Application # Date Application Received Proposed Project La!. _N_N_O Proposed Project Long. _N_N_O SECTION A Are any of the activities described in this application proposed to occur in on or over wetlands or other surface waters? Dyes IZl no Is this application being filed by or on behalf of a government entity or drainage district? D ves C8J no A. Type of Environmental Resource Permit Requested (check at least one) o Noticed General - include information requested in Section B o Standard General (Single Family Dwelling)-include information requested in Sections C and D [8J Standard General (all other projects) - include information requested in Sections C and E o Individual (Single Family Dwelling) - include information requested in Sections C and D o Individual (all other projects) - include information requested in Sections C and E. o Conceptual - include information requested in Sections C and E. o Mitigation Bank Permit (construction) - include information requested in Section C and F ( If the proposed mitigation bank involves the construction of a surface water management system requiring another permit defined above check the appropriate box and submit the information requested by the applicable section ) o Mitigation Bank (conceptual) - include information requested in Section C and F B Type of activity for which you are applying (check at least one) [8J Construction or operation of a new system including dredging or filling in on or over wetlands and other surface waters o Alteration or operation of an existing system which was not previously permitted by a WMD or DEP o Modification of a system previously permitted by a WMD or DEP Provide previous permit numbers D Alteration of a system D Extension of permit duration D Abandonment of a system o Construction of additional phases of a system D Removal of a system C Are you requesting authorization to use State Owned Lands Dyes IZl no (If yes include the information requested in Section G ) D For activities in requested D Individual D General on or over wetlands or other surface waters, check type of federal dredge and fill permit D Programmatic General D Nationwide D Not Applicable E Are you claiming to qualify for an exemption? Dyes IZl no If yes provide rule number if known SECTION C Environmental Resource Permit Notice of Receipt of Application This information is required in addition to that required in other sections of the application Please submit five copies of this notice of receipt of application and all attachments with the other required information PLEASE SUBMIT ALL INFORMATION ON PAPER NO LARGER THAN 2' x 3'. Project Name Lake Worth Christian School Athletic Complex County. Palm Beach Owner" Lake Worth Christian School Applicant: Robert Hook, Superintendent Applicant's Address 1 Indicate the project boundaries on a USGS quadrangle map Attach a location map showing the boundary of the proposed activity The map should also contain a north arrow and a graphic scale show Section(s), Township(s) and Range(s), and must be of sufficient detail to allow a person unfamiliar with the site to find it See attached maps and plans. 2 Provide the names of all wetlands, or other surface waters that would be dredged filled, impounded dIverted, drained, or would receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve None. 3 Attach a depiction (plan and section views) which clearly shows the works or other facilities proposed to be constructed Use multiple sheets, if necessary Use a scale sufficient to show the location and type of works See plans 4 Briefly describe the proposed project (such as "construct a deck with boatshelter" "replace two existing culverts", "construct surface water management system to serve 150 acre residential development") Construct a surface water management system to serve a number of ball fields and associated facilities 5 Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity. None. 6 Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters (attach additional sheets if necessary) N/A. FOR AGENCY USE ONLY Application Name: Application Number' Office where the application can be inspected: ;hop Ctr HIGH RIDGE s~ ~ ~ SRI -l 'D CLUB /.,.-------" ~ 71 ST S tif . I ~~ HILL DR F1\~ o a:: I \ 39 nt N N ew QJ 01 c: ro .... o i "0 Sa y <l.J lr Ave 01 "'0 CI:Arthur Ct S AtlantIc Dr ..- U) ....1 SF 2- s 3. NE I 1 / I L~ Rd ~ :.t: CCo: ;to IN STRtAl WAY LU U ~ COMMERCE ~ PARK WAY ~ I 0 r--- ___u__ - -- --LOCATION MAl? N 01'" '"1'0 SeAL lit. u .. '" ... '" '" 0 If <:> .... .... Vl '" "" '" ...J .,. ::t: Z4 ~~ I I III ~.... ~ ...JW 0..0 . i. W.... 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Util PLANNING AHD ZONING DBPAR7' MBMORANDUM NO 95-165 FROM: Aqenda Memorandum for April 18, 1995 City Commission Meet1nq Carrie Parker City Manaqer Tambri J Heyden /). d Planninq and Zonin~ Director April 12, 1995 TO DATE: SUBJBCT: Lake worth Christian School - LUAR 95-002 Land Use Element Amendment/Rezon1nq Please place the above-referenced request on the April 18, 1995 City Commission aqenda under Public Hearinqs Althouqh the applicant requested postponement of this request at the Planning and Development Board Meeting on April 11, 1995, the item must appear on the aqenda as a continued ite. since a public hearinq has already been advertised for the April 18th City commission Meetinq TJH:di. At t'achaen t . CCA..... C:llr - - - - -..- - ,:::' ~=-T r-r~TIf: - - - -,::=:--; - ~ 1111 - -11- -,7 ." I~ II' / I ~ ~ ' , /~' i UfRJ! f ~~~./ I -l: " / i ~ ~~' i r---, U, " 101" : I ~. I I . .t i - , .~ i I- - - ..J .......__ ! ~!I I / ~ i , -.., j 118, ~ J ! I" I r ~ f . ,/ I ~ . 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I ~ I~ J <[ Z JIl<l I-IUJ fll-~& In ill l!- ~ o <I111~ Z .. o r iDl o ~Iey, Judith To Subject: Breese, Ed Lake Worth Christian School Ball Field(s) See LUAR 95-002 (The application lists the proposed use for the property as "athelic fields") LWCS purchased lots 35-45 (High Ridge PID/Cedar Ridge Estates) and rezoned to government instutional use - acquired for 'recreation purposes' (See Tambri Letter 6-9-1995 Ord 97-54) The ballfield is shown on the conceptual site plan for the 1998 conditional use request for the elementary school addition The school was constructed in 1983, the Gym conditional use approval was granted 3/21/1989 and the elementary school conditional use was granted 1/19/1999 1 11' I I'! .9 ~ ~ 51~ I i' - 11. 'il r ~ m 'I 'i~ Ir)1 1&le CJ ~~I'\' !!;I ~H ~ J> n.' ;1<.1 d:l j illt "Ii i. Y ~jJ " iHi t' "' i I r i i r~ ? ~ ". "0 ~z o m 11 -f C J> r (p -f m 11 r I> Z (Suo> ~nn HI~-~~~-l-r--- - r. -. - - -. -..- - - - -.- -.., , I , I I '.._____ '- I I I I , I , I I I I I I I I I I I I I , , , , I I I I I , , , , I I I I I; I ~ I ~ . I G I ~ I , I t~; ql I I , I ~ , '1 I ~n ~ I, : ~ -----.- ." \ 1= (Ii ,rl Ii 't. -+-= ~---------------------- , , , , , , ----------------------~ . . III ! ('\ o r ;- L-, ......1) '1-> , C 2 --f.... '11ie City of t.Boynton tJ3elUh Ju ~ I --- / I 100 'E. 'Boynton 'Beam 'BoukTJ41rf P.O. 'Bo;r.310 'Boynton 'Buu:n, 1forUfa 33425-0310 City 1laiL (4()7) 375-6000 1';<<. (4()7) 375-6090 :-/l.XED TO (40") 624-~533 June Q r 19q5 Mr J R~chard Harris, Esquire ~400 PGA Boulev3rd, Suite 8~0 Palm Beach Gardens, Florida :3410 t/ R5 LAKE WORTH CHRISTIAN SCHOOL (Lm\.R q~ -002) COHMEllTc FROH REVIBW OF "CONCEPTUAL 1vI1-.STER PLf..N" Dea:.:- HI' Hc.rris The purpose at this letter is to forward to you comments generated trom the above-reterencej c~urtesy rev~ew held on April 11, 1995, as requested, ~n add~tic/n to the attached Hritten comments I have 5um~al~zed ail s~gn~ficant comments and recommendations herein You will notice that most wr~tten comments detined the conceptual plan as a slte plan, and that lnclud~d are several very specific comments! recommendations, however, it is understood that this reV18W was cursory and that YO\H plans will ultimately be torrnally processE:d and in accordance with the requirements at the site plan moditlcation process The more Eignificant comments relatlve to emergency service access, circulation, location of utilities, and impact on the adjacent planned residential community are ltemlzed below, 1) The most southern ball field is oriented with those areas of the balltield Wllich tend to genel-ate the most noise, light and activity immediately adjacent to the planned single family homes of the Cedar R~dge Estates pun However, it should be noted that although staff would suggest that the ball field be reoriented to maXimize distances between the planned homes and the active areas of the ball field, Mr Basil has indicated that buyers of the adJacent lots intentIonally selected those locations for their proximity to the recreation areas of the school, and redesign of the recreation facilities may consequently place less desirable elements adjacent to the residential development, and redirect ball field lighting toward the planned single family homes); 2) The swimming pool should be relocated in close proximity to the existIng or planned road system ~n order to facilitate efficient emergency access, 3) Proper design/engineering techniques which are both aesthetic and sate for adjacent residents may be necessary betl-leen the southern most ball fleld and adjacent homes to address the Sl;J'll1ticantly high21- elE:vat1.:m of thi.:; portion ot thi:! planned lllnt d€:ve! op;nedt, Jitmtricas (iateway to tlU (juifstream. Page 2 J Richard Harrie JU:1 e 9, 19 q 5 4) If athletlc tlelds are to be fenced ln, utll1ty lines should be placed outside ot tenced areab to ma_ Imize accessibility to utility 111 eB tor n\dIatenance needs, and t:o av'0l.d unnecesoa.cy darllage to balltlelds 11 11ne: must be accebsed, 5) It sanitary sewer lines remaIn withln tenced areas, conSIderation shouli be glV~~ to the use at a more aurable materIal than ~lay, 6) Red~slgn ot the area, or reorlentation of the tuture elementary SCilO<.Jl Hl order to auoid tlje necessl. ty for young childr~n to cross the parl~lng area to access other recreation tacili l:leS, 7) Tile slte plan is detlcIelit at many detailS or critel1a 3.5 lequlred in the Land Developmt::nt RegulatIons, Cl1apter 4, SIte Plan ReVle\<1 A fe\'1 ot the deflcIencles indlC:ated by statt include l tl11.t:y easement 10.::o.t1:>n3, bUIldIng elevatlons, indication of compllance with Handlcap Code and fire separatlon requirements, and the lal-h at par}-ing space counts and identlticatlon ,)t pal-king faCIlitles intended to serv~ all recreation elements, and partIculally the pool and southern balltleld, rJ t\0A 0'-1 r\ ~~ 8) That portion of the old roadway that was established by the preVIOUS plat of Ced3r Ridge Estates, but now to be planned for schaal use, must be abandoned, and the unification of title process completed 1n order to properly assemble the existlng school prop~rty with the newly acquired property (appl~cation available in our office), and 9) All necessary agreements to be established between the developer of cedar Ridge Estates and the Lake Worth Christian School, which address drainage (the use by the School of the l~etention area within the residential development and diltermination that drainage capacity to serve the entire residential project will be ma1nta1ned despite use of the retention area by the school) and maintenance access (for the school through Cedar Ridge Estates) shall be finalized prior to formal adoption of the rezoning ordinance Please do not hesitate to contact this office if you have any questions on these comments or the continued processing of your plans Very truly yours, J~ O~AJ Tambri J ~Yden Planning and Z01l1n~I Director TJH rnr En::losun:!s ;. ;~~c ...l"":' r-. ,; . ORDINANCE NO 097-~~ AN ORDINANCE OF THE CITY COMMISSIO~ OF THE CITY OF BOYNTON BEACH, FLORIDA, REGARDING THE APPLICATION OF CONDOR INVESTMENTS OF PALM BEACH COUNTY (CEDAR RIDGE PUD) AMENDING ORDINANCE 89-38 OF SAID CITY BY AMENDING THE FUTURE LAND USE ELEMENT OF THE COMPREHENSIVE PLAN OF THE CITY BY ADOPTING THE PROPER LAND USE OF CERTAIN PROPERTY, MORE PARTICULARLY DESCRIBED HEREINAFTER; SAID LAND USE DESIGNATION IS BEING CHANGED FROM LOW DENSITY RESIDENTIAL TO PUBLIC AND PRIVATE GOVERNMENTAL/INSTITUTIONAL; PROVIDING FOR CONFLICTS, SEVERABILITY AND AN EFFECTIVE DATE WHEREAS, the City Commission of the City of Boynton Beach, Florida has adopted a Comprehensive Future Land Use Plan and as part of said Plan a Future Land Use Element by Ordinance No 89-38 in accordance with the Local Government Comprehensive Planning Act; and WHEREAS, Condor Investments of Palm Beach County, owners of the property more particularly described hereinafter, has requested the above mentioned Land Use Element amendment; and WHEREAS, the procedure for amendment of a Future Land Use Element of a Comprehensive Plan as set forth in Chapter 163, Florida Statutes, has been followed; and f J' , WHEREAS, after public hearing and study, t.heCity Commission deems it in the best interest of the inhabitants of said City to amend the aforesaid Element of the Comprehensive Plan as adopted by the City herein NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA, THAT: Section 1 : Ordinance No 89-38 of the City is hereby amended to reflect the following That the Future Land USe of the following described land shall be designated as Public and Private Governmental/Institutional Said land is more r particularly described as follows Parcel "B" and lots 35 through 45, inclusive, of Cedar Ridge, a P U D , and High Ridge Commerce Park, a P I D , according to the plat thereof recorded in the office of the Clerk of the Circuit Court in and for Palm Beach County, Florida, at Plat Book 46, page 58 Containing 6 376 acres more or less, and subject to easements, reservations or R/W of record r;-- , .. Section 2. That any maps adopted in accordance with the Future Land Use Element shall be amended accordingly Section 3: All ordinances or parts of ordinances in conflict herewith are hereby repealed Section 4. Should any section or provision of this r- Ordinance or any portion thereof be declared by a court of competent jurisdiction to be invalid, such decision shall not affect the remainder of this Ordinance Section 5, The effective date of this Ordinance shall be the date a final order is issued by the Department of Community Affairs finding this amendment to be in compliance in accordance with Chapter 163 3184, F S ,i or the date a final order is issued by the Administration Commission finding amendment to be in compliance in accordance with Chapter 163 3184, F S FIRST READING this /b day of ~dEA?.e.G"~ , 1997 r' .;. <' . .. SECOND, FINAL READING and PASSAGE this --- J./.?N'~A'V , /998 ... ATTEST .- ~~~'" Cl Y Clerk (Corporate Seal) ~\\\\\\ IIIIIII/IIIII/, ~".... 0'< NTO "0; # ~ ~ ............. Itt <s> % s c~oQ~~~~~..~~ PUD S ~ ~f~ '0\1'0 E =- !:x= -0 - \ 1920 J t ~ ..-/ ~ ~~ J:'LOR\Q~\\~ :l1111I//1II""\\\\: ,....- ~ day of CITY OF FLORIDA '" Do;:n: ~ Commissioner ~ ~ .. ... II ( ORDINANCE NO 097-.5.5 AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA, REGARDING THE APPLICATION OF CONDOR INVESTMENTS OF PALM BEACH COUNTY (A 637 ACRE PARCEL LOCATED ADJACENT SOUTH AND EAST OF LAKE WORTH CHRISTIAN SCHOOL, EAST OF HIGH RIDGE ROAD, APPROXIMATELY ONE-HALF MILE SOUTH OF HYPOLUXO ROAD), AMENDING ORDINANCE 91-70 OF SAID CITY BY REZONING A CERTAIN TRACT OF LAND MORE PARTICULARLY DESCRIBED HEREIN, FROM P U D (PLANNED UNIT DEVELOPMENT) TO R-1AA (SINGLE FAMILY RESIDENTIAL) ON THE NORTHEAST PORTION OF THE ORIGINAL PLAT OF CEDAR RIDGE, AMENDING THE REVISED ZONING MAP ACCORDINGLY, PROVIDING FOR CONFLICTS, SEVERABILITY AND AN EFFECTIVE DATE WHEREAS, the City Commission of the City of Boynton Beach, Florida i I' has adopted Ordinance No 91-70, In which a Revised Zoning Map was I I I I adopted for said City; and ! WHEREAS, Joe Basil and Cedar Ridge Development Inc., as agent for Condor Investments of Palm Beach County, owners of the property more particularly described hereinafter, has heretofore filed a Petition, pursuant to Section 9 of Appendix A-Zoning, of the Code of Ordinances, City of Boynton I Beach, Flonda, for the purpose of rezoning a certain tract of land conSisting I I of 6 37 acres, said land being more particularly described hereinafter, from I P U D (Planned Urnt Development) to R-1AA (Single Family Residential), which requests that the 6 37 acre tract be removed from the boundaries of .... the P U 0 zone to allow for the processing of the rezoning application, and WHEREAS, the City Commission deems it in the best interests of the Inhabitants of said City to amend the aforesaid ReVised Zoning Map as hereinafter set forth NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA, THAT Section 1, The following described land, located In the City of Boynton Beach, Florida as set forth as follows Parcel liB" and lots 35 through 45, inclusive, of Cedar Ridge, a P U D and High Ridge Commerce Park, a P I 0 , according to the plat thereof recorded rn the office of the Clerk of the Circuit Court in and for Palm Beach County, Flonda, at Plat Book 46, Page 58 Containing 6 37 acres, more or less be and the same is hereby rezoned from P U D (Planned Unit Development) to R-1 AA (Srngle Family Residential) A location map is attached hereto as Exhibit "A" and made a part of thiS Ordinance by reference I I 1_ { Section 2. That the aforesaid Revised Zoning Map of the City shall be I I i amended accordingly \ I I I hereby repealed I \ I Section 3. All ordinances or parts of ordinances In conflict herewith are Section 4, Should any section or provision of this Ordinance or any portion thereof be declared by a court of competent jUrisdiction to be invalid, such decIsIon shall not affect the remainder of this Ordinance Section 5. This ordinance shall become effective immediately upon passage FIRST READING thiS /tt day of @ctG/J/lU"f? ,~997 SECOND, FINAL READING and PASSAGE thiS " day of \ .:::MNtLII~1/ ,1'1'18 CITY OF BOYNTON BE /f~ I \ \ I I I I \ \ ATTEST Mayor \ - ~ --- Commissioner C r.\\\\' /111 ! I ~ YA" III;, I N 4!. l1 " 7'. ~ ! ~ o~..~o~~ \~te~~ \:': U , .0= - . - :;: d ....2 : :e ::: 'v, 0: ;: I r ,~.. ... ~ , '~ \ ~ ~ .... ~ I \\;\ \ \ i \ \ \ ~aaa~__ -=-~ -..,. 1~ Bat. II bnI '-...:.... a.. 1 IIiL porimoIIr berm n.,. le.so' OWNER LAKE WORTH CHRISTIAN SCHOOL 7592 HIGH RIDGE ROAD BOYNTON BEACH, FLORIDA 33426 (561) 586-8216 ARCHITECT KIMBERLY A. DELLAST A TlOUS,' P A KIMBERLY DELLAST A TlOUS, AlA, NCARB 422 NORTH DIXIE HIGHWAY LAKE WORTH, FLORIDA 33460 (561) 582-5622 / FAX (561) 582-5623 kimdell @In indspring. com LANDSCAPE ARCHITECT MARK J. HEN EGAN, ASLA 4931 ROYAL PALM BEACH BLVD., WEST PALM BEACH, FL. 33411 (561) 790-2618 ELECTRICAL ENGINEER JIM GILLESPIE, PE BRANNON AND GILLESPIE, LLC 12798 W, FOREST HILL BLVD., SUITE 102 WELLINGTON, FLORIDA 33414-4704 (561) 795-0833 ~ I C THOMPSON R D Qf)Q ( (0, l~ ~/I - - - -1- ~~.....~~~.-~~ 1- ~ ~ __ ~.- ~ ~ ~ uu. ~.... ~ ~ ~__ -81/0 1 I I CODE REVIEW CODES: BUILDING PLUMBING: MECHANICAL: FIRE: ELECTRICAL: 2004 FLORIDA BUILDING CODE 2004 FLORIDA BUILDING CODE 2004 FLORIDA BUILDING CODE 2004 NFPA 101 2005 NEC ~ Z fll AJ NW 8 AV -? BUILDING TYPE CLASSIFICATIONS: AJ o HIGH NW 7 RICGE CT RD I I fOHST --i CJ 3: , J> I --i CJ ...... ;::! I a r C X o -? MAINTENANCE BUILDING ONE STORY, 2,327 SF(GROSS) OCCUPANCY CLASSIFICATION S-l TYPE V-B [ PHASE ONE ] ~ lWO STORY, :1:5,400 SF(GROSS) MAXIMUM 6,000 SF(GROSS) ALLOWABLE OCCUPANCY CLASSIFICATION A-3 TYPE V-B, FIRE SPRINKLERS REQUIRED [RESTR90M PORTION OF ATHLETIC COMPLEX TO BE P.HASE ONE, REMAINDER OF ATHLETIC COMPLEX TO BE PHASE lWO] FARLY CHII~' .~~~ nFVFloPMENT CENTER. ONE STORY, :1:9,151 SF(A/C), 9,409 SF(GROSS) OCCUPANCY CLASSIFICATION EDUCATIONAL TYPE V-B, FIRE SPRINKLERS OPTIONAL [ PHASE lWO ] I ~~- z '=' c= V> --i ;0 <;; r- n CJ :iI: :iI: ...... ;0 n ...... ;0 '=' -" Z :z :I: p r- '=' ;0 V> --i V> -Rt8-G-E- -R 0-A-8 - --1\- I >C -< ;0 '=' -- ~--- S 72 LA BLVD f.P.L PlJIlEIl f'(U ~--1l- EXISTING UVE OAK TREES 24. MONUMENT SIGN DBH 24'TAlL MIXED FLOVv'ERS ~ FOUNDAnON \. \0. PLANllNG frf- EXISllNG CABBAGE \. ~~Tl EXIS11NG UVE ~ OAK TREES 20. TAll 20. DBH I CIVIL ENGINEER FRED ROTH, PE MICHAEL B. SCHORAH & ASSOCIATES, INC. 1850 FOREST HILL BLVD., WEST PALM BEACH, FL 33406 (561) 968-0080 / FAX. (561) 642-9726 J> ;0 --i :I: c= ;0 LDREN RD SITE ADDRESS PROPERTY ADDRESS: 7592 HIGH RIDGE ROAD BOYNTON BEACH, FLORIDA 33426 LEGAL DESCRIPllON: SEE ATTACHED SURVEY J> <: :z --i IDGE HILL: ~ ~ ~ PDST RD -< ;0 ;S -< Q RD ~ VALLEY RD I SEACREST n J> --i <: CJ n ...... J> :z SITE DATA SITE IS AN EXISTING PRIVATE CHRISTIAN SCHOOL CONSISTING OF GRADES PRE-K THROUGH 12TH GRADE. CURRENT PARKING AND LANDSCAPING FOR THE EXISTING BUILDINGS ARE LOCATED ON SITE IN THE EXISTING PARKING LOT AREA. THE SCOPE OF THIS NEW PLAN FOR PHASE ONE IS TO RELOCATE THE BALLFIELDS TO THE AREAS SHOWN ON THIS NEW PLAN, TO ADD A PRACTICE TRACK, TO ADD A DRIVEWAY LOOP WITH NEW PARKING SPACES, AND TO ADD LANDSCAPING AT THE NEW AREAS WHERE THE FIELDS BECOME ADJACENT TO, THE SURROUNDING RESIDENTIAL PROPERTIES. THE MAINTENANCE BUILDING (WHICH CURRENTLY EXISTS IN TRAILER FORM AT THE WEST END OF THE PROPERlY, AND WILL BE REMOVED ONCE THE MAIN BUILDING HAS BEEN BUILT.) WILL BE CONSTRUCTED IN THE LOCATION SHOWN IN THE NEW PLAN. IT IS ALSO THE INTENTION TO BUILD A NEW RESTROOM FACllIlY, AND DUMPSTER ENCLOSURE IN PHASE ONE. THIS RESTROOM FACllIlY WILL SERVE AS RESTROOMS FOR THE NEW FIELD LOCATIONS. EXISTING RESTROOMS WILL BE TOO FAR AWAY FOR THE NEW FIELDS. PHASE ONE WILL ALSO INCLUDE ALL THE NECESSARY CIVIL INFRASTRUCTURE (WATER, SEWER, LIFT STATION, SITE DRAINAGE) TO ACCOMMODATE THE PHASE ONE AND PHASE lWO BUILDINGS. NEW PARKING SPACES SHOWN FOR PHASE ONE WILL ACCOMMODATE MORE CONVENIENT PARKING FOR THE BALLFIELDS AND ALSO WILL PROVIDE FOR PARKING FOR THE FUTURE (PHASE lWO) EARLY CHILDHOOD DEVELOPMENT CENTER. AJ o SEC. 9 TWP. 45 RNG. 43 LCCATICN MAP N.T.S. ( 4HC) I , . ~, I 1 I , 1 1 I 1 1 ' , f e' 0t- I ... ~ - ~ .... -ei ~, . EXlSllNG PLUMBEGO HEDGE J' TALL El<IS1lNG I-EDGE 3' TAIl. . 1 t . IN PHASE lWO, THE INTENTION WILL BE TO SECURE A MAJOR SITE PLAN MODIFICATION APPROVAL FOR A NEW EARLY CHILDHOOD QEVELOPMENT CENTER, AND FOR THE COMPLETION OF THE ATHLETIC COMPLEX (LOCKER ROOMS, WEIGHT ROOM, COACH'S ROOMS) WHICH WILL BE BUILT NEXT TO THE PHASE ONE RESTROOM STRUCTURE. CURRENT ZONING: Rl-M ADJACENT ZONING: CEDAR RIDGE P.U.D. TO THE SOUTH ADJACENT ZONING: UNINCORPORATED COUNlY RS AREA OF SITE: 16.2423 ACRES MORE OR LESS PARKING CALCULATIONS EXISTING: REQUIRED PARKING PER JAN 1989 "DEVELOPER'S AGREEMENT": REQUIRED PARKING FOR EXISTING ELEMENTARY SCHOOL BLDG.: TOTAL EXISTING PARKING REQUIRED: TOTAL EXISTING PARKING SPACES PROVIDED: PARKING CALCULATIONS PROPOSED: FUTURE ECDC @ 9400 SF GROSS (1/300): FUTURE ECDC DROP-OFF SPACES: MAINTENANCE BUILDING @ 2,327 SF GROSS (1/800): BALLFIELDS, BATHROOM, AND LOCKER ROOMS (RELOCATED): TOTAL NEW PARKING REQUIRED: TOTAL NEW PARKING SPACES PROVIDED: BUILDING SETBACKS: REQUIRED PROVIDED NORTH: 10 FEET 10 FEET SOUTH: 10 FEET :1:50 FEET WEST (CEDAR RIDGE): 10 FEET 19 FEET EAST: 25 FEET 25 FEET ~ ~ (f) rrl OIX I-(f) 0(;)-1 OIz , (;) / _./ 32 SPACES 10 SPACES 3 SPACES o SPACES 45 SPACES REQUIRED 67 SPACES PROVIDED I I I I \ \ , r, ~.... - . 12' DH ... - .. ~-- EXISllNG BISCHOFFlA 1REES 20' TAll EXIS11NG PLUMBEGO HEDGE J' TAlL / I \ \ \ o \ / / _./ . f.P.L PlJIlEIl f'(U EXISTING BLACK OUVE 1REES 75 SPACES 20 SPACES 95 SPACES REQUIRED 130 SPACES PROVIDED .- .. . . . 8' DH --==-~ -- ----........- - -- ~~~ J ~r + ) I / ---- .... '" , \ I / - --' . . 10' DH ----...... ~.- (f)~rrl O_X IO(f) 00-1 O'Z ,rrl(;) / I I I I \ \ , '" \ SITE WILL HAVE 57 EXTRA PARKING SPACES r, ~.... I J I / -' --- NA TIVE EXISTING OAK TREE 16' TAlL ~6. D~H ,...- I I \ '-~ I I \ "" - "- 10' TAll . FICUS 1REES STUMP REGROWTH (CANOPY MISSING) [THESE TREES ARE NOT PART OF THE EXIS11NG APPROVED LANDSCAPE PLAN] N.T.S. I ~ I EXISllNG ARBORICOlA HEDGE 2' TALL KEY PLAN PLANT SCHEDULE #1 ALL PLANTS TO BE FLORIDA NO.1 OR BETTER. (FLORIDA GRADES AND STANDARDS MANUAL) SYM. QTY. BOTANICAL/COMMON NAME Trees SPECIFICA TIONS ~~-~*=- ~ I I GB 61 Conocarpus Erectus Green Buttonwood Tree (* 6 of which are mitigated tree quantities) 12' -14' height., 3" DBH @ 4 1/2' off ground with 6' clear straight trunk 12' -14' height., 3>1 DBH @ 4 1/2' off ground with 6' clear straight trunk 12' -14' height., 3>1 DBH @ 4 1/2' off ground with 6' clear straight trunk 12' -14' height., 3>1 ,DBH @ 4 1/2' off ground with 6 clear straight trunk 12' -14' height., 3>1 DBH @ 4 1/2' off ground with 6' clear straight trunk YES GL 53 Quercus Virginiana Live Oak Tree (* 6 of which are mitigated tree quantities) 22 Conocarpus Erectus 'Serecus' Silver Buttonwood (. 13 of wh.ic,;h are mitigated tree quantities) 17 Bursera Simaruba GlJmbo Limbo Tree (* 3 of which are mitigated tree quantities) 3 Ilex Cassine Dahoon Holly Tree YES 1 I I ~ 1"9- 1 , ElCISlJG 000IIJlf ElIISI1IIl IIIlGE tWJ. --r~ LO sa ~- 48>1 min, ht. x 24>1 spr, 7 gaL, Plant 36>1 on center 24>1 min. ht. x ~4>1 spr,. . 3 gaL, Plant 24 on center. 36" min. ht. x ~4>1 spr., 3 gaL, Plant 24 on center. 24>1 min. ht. x ~4>1 spr" 3 gal., Plant 24 on center. EXISlIC PI.lIlIEO IIIlGE tWJ. I YI;S DH YES 1 1 ;---..~ EXISlIC ACUS IIIlGE SWJ. YES SP 72 Sabol Palmetto Sabal Palm (* 15 of which are mitigated tree quantities, 15 SP = 5 in quantity of mitigated trees: 3 palms = 1 shade tree) OG 3 Cordia Sebestena Orange Geiger Shrubs SS 803 Myrcianthes Fragrans Simpson Stopper Hedge GH-1 371 Conocarpus Erectus Green Buttonwood Hedge GH-2 10 Conocarpus Erectus Green Buttonwood Hedge CO 655 Chrysobalanus Icaco Cocoplum Hedge (Red Tip) GROUND COVERS :f: LR 1402 Liriope Muscari Liriope (Evergreen Giant) 12' height,15' and 18' height mixed sizes, Unbooted straight trunKs. 12' clear straight trunk min. f.P.L PlJIlEIl f'(U YES 12' -14' height., 3" DBH @ 4 1/2' off ground with 6' clear straight trunk YES I YES rrl X (;)- -<(f) ~-I Z (;) ,...- I I \ "- 12' IC I YES YES EXISlIC IEtINIIl ElIISlJNIl 1IlEES 8" -12>1ht. at planting 12"oc NO I :iL ,-II ,...- I I \ 10' IC YES NOTE: ALL UTILITY BOXES OR STRUCTURES (NOT KNOWN OR SHOWN ON THE PLAN) SHOULD BE SCREENED WITH COCO PLUM HEDGE PLANTS ON THREE SIDES. ALL TREES BEHIND THE RETAINING WALL SHALL HAVE A PLASTIC ROOT BARRIER AS DEEP AS THE RETAINING WALL. ROOT BARRIER TO BE BY "DEEP ROOT BARRIER" OR APPROVED EQUAL. PLANT SCHEDULE #1 LANDSCAPING IS THE NEW DEVELOPMENT AREA. PLEASE ALSO REFER TO PLANT SCHEDULE #2 FOR THE BALANCE OF THE PLANTING LIST WHICH OCCURS IN THE fi:XISTING PART OF THE SITE. \ 10' Ie I' I R---~-~~ / ElIISIIlG 1IlEES I ElIISl1IC AB<>IE lHlS SEPARA''''' UN' REFER 10 Pl>NT =" , 2 - t ~ BELOW THIS SEPARATION REFER TO PLANT SCHEDULE 11 * MITIGATED TREES EXISTING PRE-KINDERGARlTEN AREA. NO NEW LANDSCAP'ING REQUIRED SYM. QTY. I rrl Mrrl ~X rrl(f) Z-l -IZ p(;) ;0 -< I MODIFICATION TO EXISTING B-BALL COURT SEE IlOOI' IlIoRRD IIJIE 011 PlNIT SClIDllE. SIf1J 4 L -3. RIlIU 1IlEES IIEIIIII IEt\IH IH.L LO EXISlIC 1IlEES 64 20 BOTANICAL/COMMON NAME Trees Quercus Virginiana Live Oak Tree Tabebula Pallida Pink Tabebula Tree Sabol Palmetto Sabol Palm/Cabbage Palm Ptychosperma Elegans Alexandra Palm Cordia Sebestena Orange Geiger Lagerstroemia Indica Crepe Myrtle Tibochina Granulosa Tibochina Granulosa Shrubs Schefflara Arboricola Arboricola Plumbago Capensis Plumbago PLANT SCHEDULE #2 IS FOR NEW INFILL PLANTING AI:.ONG THE EXISTING DEVELOPED SITE. PLEASE ALSO REFER TO PLANT SCHEDULE #1 FOR THE BALANCE OF THE PLAI'4T1NG LIST. SPECIFICA TlONS NA TIVE YES EXISTING El..Ol. PlAYGROUND AREA. NO NEW LANDSCAPING REQUIRED Remove 3 5' of asphalt Add 3.5' of asphalt PLANT SCHEDULE #2 TG 4 12' -14' height., 3" DBH @ 4 1/2' above grade 12' -14' height., 3" DBH @ 4 1/2' above grade 12' ht. 15' and 18' ht. mixed sizes. Unbooted straight trunks. 12' minimum ht. Unbooted straight trunks. 12' -14' height., 3" DBH @ 4 1/2' above grade 12' -14' height., 3" DBH @ 4 1/2' above grade 6' height., 1" DBH @ 4 172' above grade YES I Re-Iocotion of North play- ground fence I LO 7 TP 2 SP 4 AP 2 YES OG 3 YES I Shift Basketball 'pales 3'-6' to the South and restrip court. YES AR PL 36" min. ht. x 24" spr, 3 gallons Plant 24" on center, 36" min. ht. x 24" spr, 3 gallons Plant 24" on center. NO 1 \11 / / CM 10 YES YES ElIISl1IC 1IlEES I 1:1 I3En\EEH EASElAENTS I -----..... ~~ II ~16~E~ ) Pine Tree ._.~ MA TCHLINE 4-4 ~--~~ __~WIII~IIaIII~4lM~""""''''''' 100 Ground Cover Liriope Muscari Liriope (Evergreen Giant) 8" -12"ht. at planting mixed sizes. Un booted straight trunks. / / LR NO NOTE: ALL UTlUTY BOXES OR STRUCl1JRES (NOT KNOWN OR SHOWN ON THE PLAN) SHOULD BE SCREENED WITH COCO PLUM HEDGE PLANTS ON ll-lREE SIDES, / ........ - - ....... ....... \ \ ADJACENT CEDAR RIDGE LOTS r- I / ~ ./ , " EIIlII' EXISlIlG SI1E AtJHNIIG I1U BmINNG II' SIIPSOII S1lA'EII tIDGE I I ~ , , " I ....... - ....... , , " i' II II I 1 I --- ~1 I AI I; " I J1 II I II I; I I i I I I I III II I; j _OM'" III /1 / /11;1 I Y I~I; I I IIII /1 111;,jl 'fIH IAj 1;1 '/ B'li~ SOO IIII I I I I I I I 111 000IIJlf NO. REIIr\IlIC I / f10I TIE ICI!IIlOIIOl' II' "- ----~o. - (;\ /'~ 4-~ ---7'~ -1 - -e - I 1 SffiUCE ROAD I l~_~_~__ : I I Q I IliLrl~ I I 1_-- I I I : ! I I 1__- j;Jm~~~. ~:~ ON I r~~~ - -~~-~~-----~~ I ~~ -'-I: --_u_u\\\iH ---l--------'~v ~ \ '1-6 \... --- , - \, \ - - -'~'i~ I II / 1iL~1~~ I // 'l;;' III I 'iI I II II jvr,t "- II I , II II i II 11 1/ I i~ I \ ~~.....~tIlIlIIII --- :""1 I C;'~ ~ YARDS OF RESI~ ~ ~~~boI. I ...~ ... ~~ ~ ~ .... -- I I I I I I I MA TCHLINE 3_3 Ti- - -- I I I I I e-r I::: / I REAR YARDS OF RESIDENTIAL LOT REAR YARDS OF RESIDENTIAl LOT REAR YARDS OF RESIDENTIAL LOT 3 ss + q;) LOT 53 @) W I W WI Z :J :c ~ ~I :i 1 0-1 I / 'VI /1 I I /1 / --1 -.. "" "" -v-~ SJmIlJlAIIlHS ,:;.- -- II' WJ. ttJ NlfA TREE alO\IllS liE NOT m IN1DlfERE IIIH ttJ NO. -_--11:6& - __r~SJmIlJlAII:- _____ _~__~_ _~_ _ -18:5'--=-=-- ------- -- - -- - ==-= - - -Ul$- =- =- =-= - -- .'--~-k - -.- - --- - ----- - ~I ---- Bat. II a.. 18.50' .... porimoIIr bnI a.. le.so' ~-- I --/~- ~I ~. ~ II I' 1 \.2,1 1 ~I ~ .... ~ -- ~~~,~ -- .... ~~ ~ ~.....~~.....~~ ~W1W~"", 1 00' R.O.W. RAILROAD TR A C K S 1" = 30. o ~ MASTER SITE PLAN 25. 48 HCl.RS a:F<H: ~ .... PNM IEIOl .NWIINi1 . st LUaE. II.IRIII Cl1IfID Q4IL IIU RIlIl 1-800-432_4770 !UISItNE STA'E QI[ CIII1 II' fI.lJD.lC SCALE: 1:30 t:::f' 1 I \J- ~ I " /~~ SIX lOOT TALL FENCE AT \. r-WOOD POWER POLE .f~' ~1 ~I .1 PRO ERlY LINE 36'u f1'L [A'iElD I . l~ ~ - - .,~~ ~\ - / ~r:-"f'.x - - - i ~ ~tJi. r Y :t~~~~~ I'{ ~~ 'J~) ~)~ ~ / Il! \. A ~. / 'h. \. J/~~ X ~ f~'~"~~i(~~ - ., ~ .-.:"\. _~ f1fR "'........-II /.AT'./')/ '/~L1v '- 1 ~~/~ v1" r - ~~~~~ ~IJ.. ~ v N-? I)-.....~ P"'" \~~ ~~ N;:L ~ ..-I' lNrll'lll ," -J II- t:i!~~ ~ ... ~ '\IA l.>g ~ ~./fi .JI') ~ 'JV I ~, 1)If ~ ~ ~ ~ LO'~ ~ - l.......L .?-~ - ~ -..---\.(1.'\ -"l...J ./ ~ ~ ~ ~ tr- w _ - q..::J""'- ~ 0 U . I ~ _ _ ~SJmIIMIlJO ~ \ ~ ~~~ -- \ \\ \ ----- ~ 0 I n \\ -~ ~I \~~~ _~,;.::.::.=--= -~ ___II I ~ \ I I ft-~ \'>1 ~ .A/ - - -"' - - - -- ~~h~ -/\ ?\-~~(j)':'~ \ ~ / ~~. -,\, IA ~ ~ v '"' \~V , v \"'- ~: / ~ ~ - -- "'--1....""./ ~ ~ _~ ___7~ ,A' ---- ~ [.:,.)i -~-~ ~ - I II : . L l z 20,00, DRAINAGE EASEMENT ~-- --- - - -- ---t- --- gs I ~I~ I I ~ I ~ _1 -=- ~-_-.:: ~ r'1 _1- --c I- --+------------------ 4 -- - ---- --- - - - - - - - - - - - - - - - - - - -- - - - -- - I DRY RETENTION AREA - SEE CIVIL DRAWINGS ~ -_1_- -- D.l OF TRACK ~ -T , '='I~ B~;E~:~ .~~ \ \~ . OPTICAL CABLE 4. PVC ---------------. I _ ,_....-,_~~J~~t~L~E~~E-.~ _ _ ~~~~~~~2~~ ~r:~.01~~:ts~~~--- _ _ _ /~_ ~I \!..I 120 YARD 8 LANE TRACK 405,_0, ,. .... ~ ~~- -- - .-- -- ~ .-- ~ ~ -~---_..~.-,..~- IAaIII --~ ~ f'(.""....,~-'-~-~..- __ 1IIi.:.:i\.".....~-- ~-, - w.- ~~ ~ ~_...-.i..,..,.....,.... .... ~.,..- ""..- -- ....- CliuIII --...... .. "-1'~- ~-30~--'--:~ ------- -NORTRERf\rMOST- rM/ "FINGER AREA" ..--...~,~ ..--- ~ 50. 251 1001 o SCALE: 1:30 .- ----.- I -----....--....--- CD COPYRIGHT, .- ,_____u_-,-.--..- THIS DOCUMENT IS THE PROPERTY OF KIMBERLY A, DELLASTATIoUSJ P,A, A\LL RIGHTS RESERVED AND ANY PoSSESSIoNJ REPRODUCTION OR OTHER USE OF THIS PRODUCT 'w'ITHoUT THE 'w'RITTEN CONSENT OF KIMBERLY Af DELLASTAITIoUSJ P,A. IS PROHIBITED, -- . 0 s: 0-0 ~ OlE ~ I An A~ V) .. V) ::c ~ ::c M [] en Ol~ n N~ )>~ )>~ M ..., GJ~ -t N~ ~M Oa O~ V) OM . I ~~ I --.... 0 Q) ARCHITECTURE + PLANNING 422 NORTH DIXIE HWY. LAKE WORTH, FLORIDA 33460 (561) 582_5622 LAKE WORTH CHRIST AIN SCHOOL MASTER SITE PLAN FOR THE ATHLETIC COMPLEX AND THE EARLY CHILDHOOD DE" ELOPMENT INFRASTRUCTURE 7592 HIGH I RIDGE ROAD BOYNTON BEACH, FLORIDA 33426 )>~~(f)O "Uo-c~ "U OOZo-'-.... -, - 3 I\.) ~..,,;U;:;:~ Q()(f)rl-'-.... -)> Q 0 ~-- _-I m OfTl'l Z-oQ s;: .. Z ~2S . ~ ern 01'1 ~;o )>' ;:0-< o ~?> ~o (J) 1'1 , , )> (j) -I )> U):::! ~~ r(j) t- C Z 1-& ~ N o o Q') ;0 ~ U) o z U) KIMBERL Y A. DELLASTATIOUS, P.A.