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CORRESPONDENCE DEPARTMENT OF DEVELOPMENT Division of Planning and Zoning Bllildbrg Planning & Zoning Engineering OccllpatiDnaJ LicC1lSe CommllniJy Redevelop"",,,' July 5, 2000 Mark Montantes 54 Paxford Lane Boynton Beach, Florida 33426 Re Kingdom Hall Jehovah Witness COUS 00-002 Dear Mr Montantes As the applicant for the above-referenced project, enclosed please find your rectified plan that was approved by the City Commission It has been signed-off to confirm that it accurately represents the approved site plan and that all staff comments have been addressed Please make sure that the person managing your permit applications is aware of any remaining Development Order conditions which were specified to be met at the time of permit review and that the documents pertaining to those conditions are submitted with your permit package Your copy of the signed-off rectified plan is to be submitted as part of your permit package to the Building Division d2.zy~~v Michael W Rumpf ~ Director of Planning and Zoning MWR/bw J:\SHRDATA\Planning\SHARED\WPlPROJECTSIKINGDOM HALL-JEHOVAH'S WlTNESSES\P&Z LETTERHEAD.doc America's Gateway to the Gulfstream 100 East Boynton Beach Blvd., P.O. Bos 310 Boynton Bach, Florida 33415-0310 Phone: (561) 375-6160 FAX: (561) 375-6159 PLANNING AND ZONING DEPARTMENT MEMORANDUM NO 00-196 FROM Mike Haag, Building Division Ken Hall, Engine~. rin Department Michael W Rum . ~ Director of Planni Zoning TO DATE July 5, 2000 SUBJECT Rectified Plans - Kingdom Hall Jehovah Witness COUS 00-002 Attached are rectified plans for the Kingdom Hall Jehovah Witness for your files J:\SHRDA TA\Planning\SHAREDIWPlPROJECTS\KINGDOM HALL-JEHOV AIrS WITNESSESlRectified memo for Building and Engineering.doc (DU.5 DO--OO:). Boynton Beach Kingdom Hall . _. _ .. _ .fh _. _ lbl:i N.c 4'" ;;;treet !:!::""l.Hn+:""l.n Qo":!.,..h C! 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5 14 00 o 32 0 00 6 14 50 0 62 0 00 7 15 00 1 03 o 00 8 15 50 1 48 0 00 9 16 00 1 92 0 00 10 16 50 2 37 0 00 11 17 00 2 82 0 00 12 17 50 3 26 0 00 13 18 00 3 71 0 00 14 18 50 4 16 o 00 15 19 00 4 61 0 00 16 19 50 5 05 0 00 17 20 00 5 50 0 00 - - - - - RES E R V 0 I R - - - - - Rain Accum Basin Accum Accum Instant Average Time fall Runoff Dischge Inflow Volume Outflow Dischge Dischge Stage (hr) ( in) ( in) (cfs) (af) (af) (af) (cfs) (cfs) (ft) 0 00 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 0 50 0 02 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 1 00 0 04 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 1 50 0 05 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 2 00 0 07 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 2 50 0 09 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 3 00 0 11 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 3 50 0 13 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 4 00 0 15 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 4 50 0 16 0 00 0 0 0 0 0 0 0 0 0 0 0 12 00 5 00 0 18 0 00 0 0 0 0 0 0 0 0 u 0 0 0 12 00 5 50 0 20 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 6 00 0 22 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 6 50 0 24 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 7 00 0 26 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 7 50 0 27 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 8 00 0 29 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 8 50 0 31 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 9 00 0 33 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 9 50 0 35 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 10 00 0 36 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 10 50 0 38 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 11 00 0 40 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 11 50 0 42 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 12 00 0 44 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 12 50 0 46 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 13 00 0 47 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 13 50 0 49 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 01 14 00 0 51 0 01 0 0 0 0 0 0 0 0 0 0 0 0 12 01 14 50 0 53 0 01 0 0 0 0 0 0 0 0 0 0 0 0 12 01 15 00 0 55 0 01 0 0 0 0 0 0 0 0 0 0 0 0 12 01 15 50 0 57 0 01 0 0 0 0 0 0 0 0 0 0 0 0 12 02 16 00 0 58 0 02 0 0 0 0 0 0 0 0 0 0 0 0 12 02 16 50 0 60 0 02 0 0 0 0 0 0 0 0 0 0 0 0 12 03 17 00 0 62 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28 00 1 09 0 18 0 0 0 0 0 0 0 0 0 0 0 0 12 25 28 50 1 12 0 20 0 0 0 0 0 0 0 0 0 0 0 0 12 27 29 00 1 14 0 21 0 0 0 0 0 0 0 0 0 0 0 0 12 29 29 50 1 17 0 22 0 0 0 0 0 0 0 0 0 0 0 0 12 31 30 00 1 20 0 23 0 0 0 0 0 0 0 0 0 0 0 0 12 33 30 50 1 22 0 25 0 0 0 0 0 0 0 0 0 0 0 0 12 35 31 00 1 25 0 26 0 0 0 0 0 0 0 0 0 0 0 0 12 37 31 50 1 28 0 27 0 0 0 0 0 0 0 0 0 0 0 0 12 39 32 00 1 30 0 29 0 0 0 0 0 0 0 0 0 0 0 0 12 41 32 50 1 33 0 30 0 0 0 0 0 0 0 0 0 0 0 0 12 43 33 00 1 36 0 32 0 0 0 0 0 0 0 0 0 0 0 0 12 45 33 50 1 38 0 33 0 0 0 0 0 0 0 0 0 0 0 0 12 47 34 00 1 41 0 35 0 0 0 0 0 0 0 0 0 0 0 0 12 49 34 50 1 44 0 36 0 0 0 0 0 0 0 0 0 0 0 12 51 35 00 1 46 0 38 0 0 0 0 0 0 0 0 0 0 0 0 12 52 35 50 1 49 0 39 0 0 0 0 0 0 0 0 0 0 0 0 12 53 36 00 1 52 0 41 0 0 0 0 0 0 0 0 0 0 0 0 12 54 36 50 1 54 0 43 0 0 0 0 0 0 0 0 0 0 0 0 12 55 37 00 1 57 0 44 0 0 0 0 0 0 0 0 0 0 0 0 12 57 37 50 1 59 0 46 0 0 0 0 0 0 0 0 0 0 0 0 12 58 38 00 1 62 0 47 0 0 0 0 0 0 0 0 0 0 0 0 12 59 38 50 1 65 0 49 0 0 0 0 0 0 0 0 0 0 0 0 12 60 39 00 1 67 0 51 0 0 0 0 0 0 0 0 0 0 0 0 12 62 39 50 1 70 0 52 0 0 0 0 0 0 0 0 0 0 0 0 12 63 40 00 1 73 0 54 0 0 0 0 0 0 0 0 0 0 0 0 12 64 40 50 1 75 0 56 0 0 0 0 0 0 0 0 0 0 0 0 12 66 41 00 1 78 0 58 0 0 0 0 0 0 0 0 0 0 0 0 12 67 41 50 1 81 0 59 0 0 0 0 0 0 0 0 0 0 0 0 12 68 42 00 1 83 0 61 0 0 0 1 0 1 0 0 0 0 0 0 12 70 42 50 1 86 0 63 0 0 0 1 0 1 0 0 0 0 0 0 12 71 43 00 1 89 0 65 0 0 0 1 0 1 0 0 0 0 0 0 12 72 43 50 1 91 0 67 0 0 0 1 0 1 0 0 0 0 0 0 12 74 44 00 1 94 0 68 0 0 0 1 0 1 0 0 0 0 0 0 12 75 44 50 1 97 0 70 0 0 0 1 0 1 0 0 0 0 0 0 12 77 45 00 1 99 0 72 0 0 0 1 0 1 0 0 0 0 0 0 12 78 45 50 2 02 0 74 0 0 0 1 0 1 0 0 0 0 0 0 12 79 46 00 2 05 0 76 0 0 0 1 0 1 0 0 0 0 0 0 12 81 46 50 2 07 0 78 0 0 0 1 0 1 0 0 0 0 0 0 12 82 47 00 2 10 0 80 0 0 0 1 0 1 0 0 0 0 0 0 12 84 47 50 2 13 0 81 0 0 0 1 0 1 0 0 0 0 0 0 12 85 48 00 2 15 0 83 0 0 0 1 0 1 0 0 0 0 0 0 12 87 48 50 2 18 0 86 0 0 0 1 0 1 0 0 0 0 0 0 12 88 49 00 2 21 0 88 0 0 0 1 0 1 0 0 0 0 0 0 12 90 49 50 2 24 0 90 0 0 0 1 0 1 0 0 0 0 0 0 12 92 50 00 2 27 0 92 0 0 0 1 0 1 0 0 0 0 0 0 12 93 50 50 2 31 0 95 0 1 0 1 0 1 0 0 0 0 0 0 12 95 51 00 2 35 0 98 0 1 0 1 0 1 0 0 0 0 0 0 12 97 51 50 2 38 1 00 0 1 0 1 0 1 0 0 0 0 0 0 12 99 52 00 2 42 1 03 0 1 0 1 0 1 0 0 0 0 0 0 13 01 52 50 2 47 1 07 0 1 0 1 0 1 0 0 0 0 0 0 13 03 53 00 2 53 1 11 0 1 0 1 0 1 0 0 0 0 0 0 13 05 53 50 2 59 1 16 0 1 0 1 0 1 0 0 0 0 0 0 13 07 54 00 2 65 1 21 0 1 0 1 0 1 0 0 0 0 0 0 13 09 54 50 2 72 1 27 0 1 0 1 0 1 0 0 0 0 0 0 13 12 55 00 2 80 1 33 0 1 0 1 0 1 0 0 0 0 0 0 13 15 55 50 2 89 1 40 0 1 0 1 0 1 0 0 0 0 0 0 13 18 56 00 2 98 1 47 0 1 0 1 0 1 0 0 0 0 0 0 13 22 56 50 3 07 1 55 0 2 0 1 0 1 0 0 0 0 0 0 13 26 57 00 3 18 1 64 0 2 0 1 0 1 0 0 0 0 0 0 13 30 57 50 3 30 1 74 0 2 0 1 0 1 0 0 0 0 0 0 13 35 58 00 3 43 1 85 0 2 0 1 0 1 0 0 0 0 0 0 13 40 58 50 3 58 1 97 0 2 0 2 0 2 0 0 0 0 0 0 13 46 59 00 3 77 2 14 0 3 0 2 0 2 0 0 0 0 0 0 13 52 59 50 4 07 2 40 0 5 0 2 0 2 0 0 0 0 0 0 13 57 60 00 6 09 4 24 3 0 0 3 0 3 0 0 0 0 0 0 13 78 60 50 6 53 4 65 1 4 0 4 0 4 0 0 0 0 0 0 14 05 61 00 6 76 4 87 0 6 0 4 0 4 0 0 0 0 0 0 14 11 61 50 6 92 5 02 0 4 0 4 0 4 0 0 0 0 0 0 14 14 62 00 7 06 5 16 0 3 0 4 0 4 0 0 0 0 0 0 14 17 62 50 7 16 5 25 0 2 0 4 0 4 0 0 0 0 0 0 14 18 63 00 7 25 5 34 0 2 0 4 0 4 0 0 0 0 0 0 14 20 63 50 7 34 5 42 0 2 0 4 0 4 0 0 0 0 0 0 14 21 64 00 7 43 5 51 0 2 0 5 0 5 0 0 0 0 0 0 14 22 64 50 7 49 5 56 0 1 0 5 0 5 0 0 0 0 0 14 23 65 00 7 54 5 61 0 1 0 5 0 5 0 0 u 0 0 0 14 24 65 50 7 60 5 66 0 1 0 5 0 5 0 0 0 0 0 0 14 25 66 00 7 65 5 71 0 1 0 5 0 5 0 0 0 0 0 0 14 26 66 50 7 70 5 77 0 1 0 5 0 5 0 0 0 0 0 0 14 26 67 00 7 76 5 82 0 1 0 5 0 5 0 0 0 0 0 0 14 27 67 50 7 81 5 87 0 1 0 5 0 5 0 0 0 0 0 0 14 28 68 00 7 87 5 92 0 1 0 5 0 5 0 0 0 0 0 0 14 28 68 50 7 90 5 96 0 1 0 5 0 5 0 0 0 0 0 0 14 29 69 00 7 94 5 99 0 1 0 5 0 5 0 0 0 0 0 0 14 30 69 50 7 97 6 02 0 1 0 5 0 5 0 0 0 0 0 0 14 30 70 00 8 01 6 06 0 1 0 5 0 5 0 0 0 0 0 0 14 31 70 50 8 05 6 09 0 1 0 5 0 5 0 0 0 0 0 0 14 31 71 00 8 08 6 13 0 1 0 5 0 5 0 0 0 0 0 0 14 32 71 50 8 12 6 16 0 1 0 5 0 5 0 0 0 0 0 0 14 32 72 00 8 15 6 20 0 1 0 5 0 5 0 0 0 0 0 0 14 33 Maximum Stage = 14 33 feet Maximum Discharge = o 00 cfs Company Name Execution Date 05-24-2000 Program Name Santa Barbara (05/03/85) Project Name Engineer's Name Project Ayea Ground Storage Termination Discharge Time of Concentration Distribution Type Return Frequency Rainfall Duration 24-hr Rainfall Reporting Sequence Boynton Beach KH of JW's hc 1 001 acres 1 96 inches 5 cfs 25 hours SFWMD 3 years 3 -day 6 inches Incremental Storage Information Component Storage Area Start Elev Ending Elev Name Type (acres) (NGVD- ft) (NGVD-ft) Entry No 1 Green L 2589 12 14 5 Entry No 2 Basin V 0 0311 12 Entry No 3 Parking L 604 13 5 14 9 Point Stage Storage Discharge No (ft) (af) (cfs) 1 12 00 0 00 o 00 2 12 50 0 03 0 00 3 13 00 0 08 0 00 4 13 50 0 16 0 00 5 14 00 o 32 0 00 6 14 50 0 62 o 00 7 15 00 1 03 0 00 8 15 50 1 48 0 00 9 16 00 1 92 o 00 10 16 50 2 37 0 00 11 17 00 2 82 0 00 12 17 50 3 26 o 00 13 18 00 3 71 0 00 14 18 50 4 16 o 00 15 19 00 4 61 o 00 16 19 50 5 05 o 00 17 20 00 5 50 0 00 - - - - - RES E R V 0 I R - - - - - Rain Accum Basin Accum Accum Instant Average Time fall Runoff Dischge Inflow Volume Outflow Dischge Dischge Stage (hr) ( in) ( in) (cfs) (af) (af) (af) (cfs) (cfs) (ft) 0 00 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 0 50 0 02 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 1 00 0 04 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 1 50 0 05 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 2 00 0 07 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 2 50 0 09 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 3 00 0 11 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 3 50 0 13 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 4 00 0 15 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 4 50 0 16 0 00 0 0 0 0 0 0 0 0 0 0 0 12 00 5 00 0 18 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 5 50 0 20 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 6 00 0 22 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 6 50 0 24 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 7 00 0 26 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 7 50 0 27 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 8 00 0 29 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 8 50 0 31 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 9 00 0 33 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 9 50 0 35 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 10 00 0 36 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 10 50 0 38 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 11 00 0 40 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 11 50 0 42 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 12 00 0 44 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 12 50 0 46 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 13 00 0 47 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 13 50 0 49 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 01 14 00 0 51 0 01 0 0 0 0 0 0 0 0 0 0 0 0 12 01 14 50 0 53 0 01 0 0 0 0 0 0 0 0 0 0 0 0 12 01 15 00 0 55 0 01 0 0 0 0 0 0 0 0 0 0 0 0 12 01 15 50 0 57 0 01 0 0 0 0 0 0 0 0 0 0 0 0 12 02 16 00 0 58 0 02 0 0 0 0 0 0 0 0 0 0 0 0 12 02 16 50 0 60 0 02 0 0 0 0 0 0 0 0 0 0 0 0 12 03 17 00 0 62 0 02 0 0 0 0 0 0 0 0 0 0 0 0 12 03 17 50 0 64 0 03 0 0 0 0 0 0 0 0 0 0 0 0 12 04 18 00 0 66 0 03 0 0 0 0 0 0 0 0 0 0 0 0 12 04 18 50 0 68 0 04 0 0 0 0 0 0 0 0 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0 0 0 0 14 17 62 50 7 16 5 25 0 2 0 4 0 4 0 0 0 0 0 0 14 18 63 00 7 25 5 34 0 2 0 4 0 4 0 0 0 0 0 0 14 20 63 50 7 34 5 42 0 2 0 4 0 4 0 0 0 0 0 0 14 21 64 00 7 43 5 51 0 2 0 5 0 5 0 0 0 0 0 0 14 22 64 50 7 49 5 56 0 1 0 5 0 5 0 0 0 0 0 14 23 65 00 7 54 5 61 0 1 0 5 0 5 0 0 u 0 0 0 14 24 65 50 7 60 5 66 0 1 0 5 0 5 0 0 0 0 0 0 14 25 66 00 7 65 5 71 0 1 0 5 0 5 0 0 0 0 0 0 14 26 66 50 7 70 5 77 0 1 0 5 0 5 0 0 0 0 0 0 14 26 67 00 7 76 5 82 0 1 0 5 0 5 0 0 0 0 0 0 14 27 67 50 7 81 5 87 0 1 0 5 0 5 0 0 0 0 0 0 14 28 68 00 7 87 5 92 0 1 0 5 0 5 0 0 0 0 0 0 14 28 68 50 7 90 5 96 0 1 0 5 0 5 0 0 0 0 0 0 14 29 69 00 7 94 5 99 0 1 0 5 0 5 0 0 0 0 0 0 14 30 69 50 7 97 6 02 0 1 0 5 0 5 0 0 0 0 0 0 14 30 70 00 8 01 6 06 0 1 0 5 0 5 0 0 0 0 0 0 14 31 70 50 8 05 6 09 0 1 0 5 0 5 0 0 0 0 0 0 14 31 71 00 8 08 6 13 0 1 0 5 0 5 0 0 0 0 0 0 14 32 71 50 8 12 6 16 0 1 0 5 0 5 0 0 0 0 0 0 14 32 72 00 8 15 6 20 0 1 0 5 0 5 0 0 0 0 0 0 14 33 Maximum Stage = 14 33 feet Maximum Discharge = o 00 cfs Company Name Execution Date 05-24-2000 Program Name Santa Barbara (05/03/85) Project Name Engineer's Name Project A:rea Ground Storage Termination Discharge Time of Concentration Distribution Type Return Frequency Rainfall Duration 24-hr Rainfall Reporting Sequence Boynton Beach KH of JW1s hc 1 001 acres 1 96 inches 5 cfs 25 hours SFWMD 3 years 3 -day 6 inches Incremental Storage Information Component Storage Area Start Elev Ending Elev Name Type (acres) (NGVD- ft) (NGVD- ft) Entry No 1 Green L 2589 12 14 5 Entry No 2 Basin V 0 0311 12 Entry No 3 Parking L 604 13 5 14 9 Point Stage Storage Discharge No (ft) (af) (cfs) 1 12 00 0 00 0 00 2 12 50 0 03 0 00 3 13 00 0 08 0 00 4 13 50 0 16 0 00 5 14 00 o 32 0 00 6 14 50 0 62 0 00 7 15 00 1 03 0 00 8 15 50 1 48 o 00 9 16 00 1 92 0 00 10 16 50 2 37 0 00 11 17 00 2 82 0 00 12 17 50 3 26 0 00 13 18 00 3 71 0 00 14 18 50 4 16 0 00 15 19 00 4 61 o 00 16 19 50 5 05 0 00 17 20 00 5 50 0 00 - - - - - RES E R V 0 I R - - - - - Rain Accum Basin Accum Accum Instant Average Time fall Runoff Dischge Inflow Volume Outflow Dischge Dischge Stage (hr) ( in) ( in) (cfs) (af) (af) (af) (cfs) (cfs) (ft) 0 00 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 0 50 0 02 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 1 00 0 04 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 1 50 0 05 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 2 00 0 07 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 2 50 0 09 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 3 00 0 11 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 3 50 0 13 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 4 00 0 15 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 4 50 0 16 0 00 0 0 0 0 0 0 0 0 0 0 0 12 00 5 00 0 18 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 5 50 0 20 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 6 00 0 22 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 6 50 0 24 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 7 00 0 26 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 7 50 0 27 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 8 00 0 29 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 8 50 0 31 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 9 00 0 33 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 9 50 0 35 0 00 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0 1 0 1 0 1 0 0 0 0 0 0 13 05 53 50 2 59 1 16 0 1 0 1 0 1 0 0 0 0 0 0 13 07 54 00 2 65 1 21 0 1 0 1 0 1 0 0 0 0 0 0 13 09 54 50 2 72 1 27 0 1 0 1 0 1 0 0 0 0 0 0 13 12 55 00 2 80 1 33 0 1 0 1 0 1 0 0 0 0 0 0 13 15 55 50 2 89 1 40 0 1 0 1 0 1 0 0 0 0 0 0 13 18 56 00 2 98 1 47 0 1 0 1 0 1 0 0 0 0 0 0 13 22 56 50 3 07 1 55 0 2 0 1 0 1 0 0 0 0 0 0 13 26 57 00 3 18 1 64 0 2 0 1 0 1 0 0 0 0 0 0 13 30 57 50 3 30 1 74 0 2 0 1 0 1 0 0 0 0 0 0 13 35 58 00 3 43 1 85 0 2 0 1 0 1 0 0 0 0 0 0 13 40 58 50 3 58 1 97 0 2 0 2 0 2 0 0 0 0 0 0 13 46 59 00 3 77 2 14 0 3 0 2 0 2 0 0 0 0 0 0 13 52 59 50 4 07 2 40 0 5 0 2 0 2 0 0 0 0 0 0 13 57 60 00 6 09 4 24 3 0 0 3 0 3 0 0 0 0 0 0 13 78 60 50 6 53 4 65 1 4 0 4 0 4 0 0 0 0 0 0 14 05 61 00 6 76 4 87 0 6 0 4 0 4 0 0 0 0 0 0 14 11 61 50 6 92 5 02 0 4 0 4 0 4 0 0 0 0 0 0 14 14 62 00 7 06 5 16 0 3 0 4 0 4 0 0 0 0 0 0 14 17 62 50 7 16 5 25 0 2 0 4 0 4 0 0 0 0 0 0 14 18 63 00 7 25 5 34 0 2 0 4 0 4 0 0 0 0 0 0 14 20 63 50 7 34 5 42 0 2 0 4 0 4 0 0 0 0 0 0 14 21 64 00 7 43 5 51 0 2 0 5 0 5 0 0 0 0 0 0 14 22 64 50 7 49 5 56 0 1 0 5 0 5 0 0 0 0 0 14 23 65 00 7 54 5 61 0 1 0 5 0 5 0 0 0 0 0 0 14 24 65 50 7 60 5 66 0 1 0 5 0 5 0 0 0 0 0 0 14 25 66 00 7 65 5 71 0 1 0 5 0 5 0 0 0 0 0 0 14 26 66 50 7 70 5 77 0 1 0 5 0 5 0 0 0 0 0 0 14 26 67 00 7 76 5 82 0 1 0 5 0 5 0 0 0 0 0 0 14 27 67 50 7 81 5 87 0 1 0 5 0 5 0 0 0 0 0 0 14 28 68 00 7 87 5 92 0 1 0 5 0 5 0 0 0 0 0 0 14 28 68 50 7 90 5 96 0 1 0 5 0 5 0 0 0 0 0 0 14 29 69 00 7 94 5 99 0 1 0 5 0 5 0 0 0 0 0 0 14 30 69 50 7 97 6 02 0 1 0 5 0 5 0 0 0 0 0 0 14 30 70 00 8 01 6 06 0 1 0 5 0 5 0 0 0 0 0 0 14 31 70 50 8 05 6 09 0 1 0 5 0 5 0 0 0 0 0 0 14 31 71 00 8 08 6 13 0 1 0 5 0 5 0 0 0 0 0 0 14 32 71 50 8 12 6 16 0 1 0 5 0 5 0 0 0 0 0 0 14 32 72 00 8 15 6 20 0 1 0 5 0 5 0 0 0 0 0 0 14 33 Maximum Stage = 14 33 feet Maximum Discharge = o 00 cfs Company Name Execution Date 05-24-2000 Program Name Santa Barbara (05/03/85) Project Name Engineer's Name Project Area Ground Storage Termination Discharge Time of Concentration Distribution Type Return Frequency Rainfall Duration 24-hr Rainfall Reporting Sequence Boynton Beach KH of JW's hc 1 001 acres 1 96 inches 5 cfs 25 hours SFWMD 3 years 3 -day 6 inches Incremental Storage Information Component Storage Area Start Elev Ending Elev Name Type (acres) (NGVD- ft) (NGVD- ft) Entry No 1 Green L 2589 12 14 5 Entry No 2 Basin V 0 0311 12 Entry No 3 Parking L 604 13 5 14 9 Point Stage Storage Discharge No (ft) (af) (cfs) 1 12 00 0 00 o 00 2 12 50 0 03 0 00 3 13 00 0 08 o 00 4 13 50 0 16 0 00 5 14 00 0 32 o 00 6 14 50 0 62 0 00 7 15 00 1 03 o 00 8 15 50 1 48 o 00 9 16 00 1 92 0 00 10 16 50 2 37 o 00 11 17 00 2 82 0 00 12 17 50 3 26 0 00 13 18 00 3 71 o 00 14 18 50 4 16 0 00 15 19 00 4 61 o 00 16 19 50 5 05 0 00 17 20 00 5 50 0 00 - - - - - RES E R V 0 I R - - - - - Rain Accum Basin Accum Accum Instant Average Time fall Runoff Dischge Inflow Volume Outflow Dischge Dischge Stage (hr) ( in) ( in) (cfs) (af) (af) (af) (cfs) (cfs) (ft) 0 00 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 0 50 0 02 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 1 00 0 04 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 1 50 0 05 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 2 00 0 07 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 2 50 0 09 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 3 00 0 11 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 3 50 0 13 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 4 00 0 15 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 4 50 0 16 0 00 0 0 0 0 0 0 0 0 0 0 0 12 00 5 00 0 18 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 5 50 0 20 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 6 00 0 22 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 6 50 0 24 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 7 00 0 26 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 7 50 0 27 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 8 00 0 29 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 8 50 0 31 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 9 00 0 33 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 9 50 0 35 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 10 00 0 36 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 10 50 0 38 0 00 0 0 0 0 0 0 0 0 0 0 0 0 12 00 11 00 0 40 0 00 0 0 0 0 0 0 0 0 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36 0 32 0 0 0 0 0 0 0 0 0 0 0 0 12 45 33 50 1 38 0 33 0 0 0 0 0 0 0 0 0 0 0 0 12 47 34 00 1 41 0 35 0 0 0 0 0 0 0 0 0 0 0 0 12 49 34 50 1 44 0 36 0 0 0 0 0 0 0 0 0 0 0 12 51 35 00 1 46 0 38 0 0 0 0 0 0 0 0 0 0 0 0 12 52 35 50 1 49 0 39 0 0 0 0 0 0 0 0 0 0 0 0 12 53 36 00 1 52 0 41 0 0 0 0 0 0 0 0 0 0 0 0 12 54 36 50 1 54 0 43 0 0 0 0 0 0 0 0 0 0 0 0 12 55 37 00 1 57 0 44 0 0 0 0 0 0 0 0 0 0 0 0 12 57 37 50 1 59 0 46 0 0 0 0 0 0 0 0 0 0 0 0 12 58 38 00 1 62 0 47 0 0 0 0 0 0 0 0 0 0 0 0 12 59 38 50 1 65 0 49 0 0 0 0 0 0 0 0 0 0 0 0 12 60 39 00 1 67 0 51 0 0 0 0 0 0 0 0 0 0 0 0 12 62 39 50 1 70 0 52 0 0 0 0 0 0 0 0 0 0 0 0 12 63 40 00 1 73 0 54 0 0 0 0 0 0 0 0 0 0 0 0 12 64 40 50 1 75 0 56 0 0 0 0 0 0 0 0 0 0 0 0 12 66 41 00 1 78 0 58 0 0 0 0 0 0 0 0 0 0 0 0 12 67 41 50 1 81 0 59 0 0 0 0 0 0 0 0 0 0 0 0 12 68 42 00 1 83 0 61 0 0 0 1 0 1 0 0 0 0 0 0 12 70 42 50 1 86 0 63 0 0 0 1 0 1 0 0 0 0 0 0 12 71 43 00 1 89 0 65 0 0 0 1 0 1 0 0 0 0 0 0 12 72 43 50 1 91 0 67 0 0 0 1 0 1 0 0 0 0 0 0 12 74 44 00 1 94 0 68 0 0 0 1 0 1 0 0 0 0 0 0 12 75 44 50 1 97 0 70 0 0 0 1 0 1 0 0 0 0 0 0 12 77 45 00 1 99 0 72 0 0 0 1 0 1 0 0 0 0 0 0 12 78 45 50 2 02 0 74 0 0 0 1 0 1 0 0 0 0 0 0 12 79 46 00 2 05 0 76 0 0 0 1 0 1 0 0 0 0 0 0 12 81 46 50 2 07 0 78 0 0 0 1 0 1 0 0 0 0 0 0 12 82 47 00 2 10 0 80 0 0 0 1 0 1 0 0 0 0 0 0 12 84 47 50 2 13 0 81 0 0 0 1 0 1 0 0 0 0 0 0 12 85 48 00 2 15 0 83 0 0 0 1 0 1 0 0 0 0 0 0 12 87 48 50 2 18 0 86 0 0 0 1 0 1 0 0 0 0 0 0 12 88 49 00 2 21 0 88 0 0 0 1 0 1 0 0 0 0 0 0 12 90 49 50 2 24 0 90 0 0 0 1 0 1 0 0 0 0 0 0 12 92 50 00 2 27 0 92 0 0 0 1 0 1 0 0 0 0 0 0 12 93 50 50 2 31 0 95 0 1 0 1 0 1 0 0 0 0 0 0 12 95 51 00 2 35 0 98 0 1 0 1 0 1 0 0 0 0 0 0 12 97 51 50 2 38 1 00 0 1 0 1 0 1 0 0 0 0 0 0 12 99 52 00 2 42 1 03 0 1 0 1 0 1 0 0 0 0 0 0 13 01 52 50 2 47 1 07 0 1 0 1 0 1 0 0 0 0 0 0 13 03 53 00 2 53 1 11 0 1 0 1 0 1 0 0 0 0 0 0 13 05 53 50 2 59 1 16 0 1 0 1 0 1 0 0 0 0 0 0 13 07 54 00 2 65 1 21 0 1 0 1 0 1 0 0 0 0 0 0 13 09 54 50 2 72 1 27 0 1 0 1 0 1 0 0 0 0 0 0 13 12 55 00 2 80 1 33 0 1 0 1 0 1 0 0 0 0 0 0 13 15 55 50 2 89 1 40 0 1 0 1 0 1 0 0 0 0 0 0 13 18 56 00 2 98 1 47 0 1 0 1 0 1 0 0 0 0 0 0 13 22 56 50 3 07 1 55 0 2 0 1 0 1 0 0 0 0 0 0 13 26 57 00 3 18 1 64 0 2 0 1 0 1 0 0 0 0 0 0 13 30 57 50 3 30 1 74 0 2 0 1 0 1 0 0 0 0 0 0 13 35 58 00 3 43 1 85 0 2 0 1 0 1 0 0 0 0 0 0 13 40 58 50 3 58 1 97 0 2 0 2 0 2 0 0 0 0 0 0 13 46 59 00 3 77 2 14 0 3 0 2 0 2 0 0 0 0 0 0 13 52 59 50 4 07 2 40 0 5 0 2 0 2 0 0 0 0 0 0 13 57 60 00 6 09 4 24 3 0 0 3 0 3 0 0 0 0 0 0 13 78 60 50 6 53 4 65 1 4 0 4 0 4 0 0 0 0 0 0 14 05 61 00 6 76 4 87 0 6 0 4 0 4 0 0 0 0 0 0 14 11 61 50 6 92 5 02 0 4 0 4 0 4 0 0 0 0 0 0 14 14 62 00 7 06 5 16 0 3 0 4 0 4 0 0 0 0 0 0 14 17 62 50 7 16 5 25 0 2 0 4 0 4 0 0 0 0 0 0 14 18 63 00 7 25 5 34 0 2 0 4 0 4 0 0 0 0 0 0 14 20 63 50 7 34 5 42 0 2 0 4 0 4 0 0 0 0 0 0 14 21 64 00 7 43 5 51 0 2 0 5 0 5 0 0 0 0 0 0 14 22 64 50 7 49 5 56 0 1 0 5 0 5 0 0 0 0 0 14 23 65 00 7 54 5 61 0 1 0 5 0 5 0 0 0 0 0 0 14 24 65 50 7 60 5 66 0 1 0 5 0 5 0 0 0 0 0 0 14 25 66 00 7 65 5 71 0 1 0 5 0 5 0 0 0 0 0 0 14 26 66 50 7 70 5 77 0 1 0 5 0 5 0 0 0 0 0 0 14 26 67 00 7 76 5 82 0 1 0 5 0 5 0 0 0 0 0 0 14 27 67 50 7 81 5 87 0 1 0 5 0 5 0 0 0 0 0 0 14 28 68 00 7 87 5 92 0 1 0 5 0 5 0 0 0 0 0 0 14 28 68 50 7 90 5 96 0 1 0 5 0 5 0 0 0 0 0 0 14 29 69 00 7 94 5 99 0 1 0 5 0 5 0 0 0 0 0 0 14 30 69 50 7 97 6 02 0 1 0 5 0 5 0 0 0 0 0 0 14 30 70 00 8 01 6 06 0 1 0 5 0 5 0 0 0 0 0 0 14 31 70 50 8 05 6 09 0 1 0 5 0 5 0 0 0 0 0 0 14 31 71 00 8 08 6 13 0 1 0 5 0 5 0 0 0 0 0 0 14 32 71 50 8 12 6 16 0 1 0 5 0 5 0 0 0 0 0 0 14 32 72 00 8 15 6 20 0 1 0 5 0 5 0 0 0 0 0 0 14 33 Maximum Stage = 14 33 feet Maximum Discharge = o 00 cfs Boynton Beach Kingdom Hall 1512 N E. 4th Street Boynton Beach, FL 33435 June 9, 2000 Project name Kingdom Hall File number' NWSP 99-025 Reference 3rd Review, New Site Plan File #COUS 00-002 with a March 21, 2000 Planning and Zoning Department date stamp marking UTILITIES, FIRE, POLICE, BUILDING DIVISION, PLANNING AND ZONING AND ADDITIONAL PLANNING AND DEVELOPMENT BOARD CONDITIONS 1 Fire flow calculations complete, see report from Boynton Beach Fire Rescue, attached 2 Item pending 3 See revised drainage calculations, attached 4 Water flow test preformed, see report form Boynton Beach Fire Rescue, attached 5 A "Do Not Enter" sIgn has been added to plans, see sheet C-1 6 Item pending 7 No comment 8 The signage on the building covers 52 square feet. Size, type and color is indicated on sheet A-4 9 Request filed 10 Zomng R-1-A is reflected on sheet A-2, Site Plan 11 Maximum height of 25'-0" is noted on sheet A-2, Site Plan 12 Mounting Color elevations provided 13 Number of trees required and number provided is indicated on sheet L-1 14 Percentage of Native material provided on sheet L-1 15 Final landscape buffers to be reflected on the construction documents 16 The symbol delineating the property line and set back line is change on all plans 17 Written confirmation provided for the Traffic Performance Standards, see attached 18 Coordinates for south property line now matches survey, see all appropriate plans 19 Cypress mulch has been removed, see sheet L-1 20 To be reflect on construction drawing submittal !'~ !'ead ';1Iee ~e4e<<e FLOW TEST Request Date 3/16/00 Company' Kingdom Hall Requested From Mark Montantes c/o 54 Paxford Lane Telephone Number' 833-8340 or 357-5828 Boynton Beach, FL 33436 Facsimile Number' 833-8549 Location NE 14th Avenue at NE 4th Street * DIAGRAM * (Include direction street names, hydrant locations intersections and main sizes) 5 - i 1 E NE 5 A 1 N C 4th 2 R - " E sT 5 Kingdom T Hall B NE 14th AVE L V H#O H #6 D I 212 I I 432 I Hydrant 1 Hydrant 2 Static Reading 60 psi Flow Reading 40 psi = 1064 gpm Residual Reading 48 psi Assign Date 3/17/00 Tested By FF III Woznick Test Date 3/17/00 Time Tested 09 15 hrs AVAILABLE GPM AT 20 PSI RESIDUAL 2036 gpm DEPARTMENT OF DEVELOPMENT DIvIsIon of Planning and ZonIng Building Planning & Zoning Engineering Occupational License Community Redevelopment May 19,2000 Mark Montantes 1512 NE 4th Street Boynton Beach, Flonda 33426 Re Kingdom Hall of Jehovah's Witnesses CaDS 00-002 Dear Mr Montantes The above-referenced proJect receIved a 3rd TRC staff reVIew on March 21,2000 The hourly rate plus benefits charged by staff for thIS reVIew was $254 85 Please remIt thIs amount to the Plannmg and Zonmg Department. Make checks payable to the "CIty of Boynton Beach" Please contact me at (561) 742-6260 If you have addItIOnal questIons. Smcerely, ~\~ LUSIa Galav, AICP Semor Planner Cc Michael W Rumpf, DIrector of Plannmg and Zomng LG/nl J:\SHRDA T A\Planning\SHAREDlWP\PROJECTS\KINGDOM HALL-JEHOV AH'S WITNESSES\lnvoice Letter.doc America's Gateway to the Gulfstream 100 East Boynton Beach Blvd., P.O. Box 310 Boynton Beach, Florida 33425-0310 Phone: (561) 375-6260 FAX: (561) 375-6259 Department of Engineering and Public Works po. Box 21229 West Palm Beach. FL 33416-1229 (56l) 684-4000 wwwco palm-beach.f1.us . Palm Beach County Board of County Commissioners Maude Ford Lee. Chair Warren H. Newell. Vice Chairman Karen T. Marcus Carol A. Roberts Mary McCarty Burt Aaronson Tony Masiloni County Administrator Robert Weisman "n Equal Opportunity -Iffirmacive tlcnon Employer ~ pnnCod on ",cvc/od oaoor ~ECEIVE12 ~; ~'P{2 .4,:, l.\('d-r(OO April 25, 2000 \tIs Lusla Galav, }\lCP City of Boynton Beach Planrung and Zonmg Department 100 East Boynton Beach POBox 310 Boynton Beach, FL 33425-0310 RE KINGDOM HALL OF JEHOVAH'S WITNESSES TRAFFIC PERFORMANCE STANDARDS REVIEW Mr Rumpf: The Palm Beach County Traffic DIVISIon has reVIewed the traffic study (dated March 8, 2000) for the project entItled Bovnton Beach Kmgdom Hall pursuant to the Traffic Performance Standards m ArtIcle 15 of the Palm Beach County Land Development Code The project IS summanzed as follows LocatIOn. Mumclpahty. Proposed Use New Tnps Build-out: NE 4th Avenue, east of Seacrest Boulevard BOynton Beach Church 4,665 square feet 43 per day 2002 Based on our reVIew the Traffic DlVlslOn has detenmned that the project meets the Traffic Performance Standards of Palm Beach County Please contact me If you have anv questIOns regardmg tlus reVIew Smcerely, OFFICE OF THE COUNTY ENGINEER 3-~ ft~~ Dan WeIsberg, P .E. ASSIstant Director - Traffic DIVISIon DW.DM pc: Andrea Troutman, P.E - Pmder Troutman Consultmg, Inc - File: General - TPS Mun Traffic Study ReVlcw FVrnAFFIC\ap{\tps\00039app.~-pd - TAZ SO DEPARTMENT OF DEVELOPMENT DIvIsIon of PlannIng and ZonIng Building Planning & Zoning Engineering Occupational License Community Redevelopment May 19, 2000 Mark Montantes 1512 NE 4th Street Boynton Beach, Flonda 33426 Re Kingdom Hall of Jehovah's Witnesses COUS 00-002 Dear Mr Montantes The above-referenced proJect receIved a 3rd TRC staff reVIew on March 21,2000 The hourly rate plus benefits charged by staff for thIS reVIew was $254 85 Please remIt thIS amount to the Planmng and Zomng Department. Make checks payable to the "CIty of Boynton Beach" Please contact me at (561) 742-6260 If you have addItIonal questIOns. ~IY, ~ (7)U-Sr~ v~~~v LUSIa Galav, AICP Semor Planner Cc Michael W Rumpf, DIrector of Plannmg and Zomng LG/nl J. ISHRDA T A \Planning\SHAREDI WPlPROJECTSIKINGDOM HALL-JEHOVAH'S WITNESSESllnvoice Letter.doc America's Gateway to tile Gulfstream 100 East Boynton Beach Blvd.. po. Box 310 Boynton Beach, Florida 33425-0310 Phone: (561) 375-6260 FAX: (561) 375-6259 /JNJP - j) -o0'"l. Williamson, Blythe From: Sent: To. Subject: Hallahan, Kevin Wednesday, May 03 200012.18 PM Williamson Blythe RE. 3rd Review - New Site Plan (Jehovah's witnesses, Kingdom Hall NWSP 99-025 RE 3rd Review - New Site Plan Project - Jehovah's Witnesses, Kingdom Hall Location - 1512 Northeast 4th Street fee calculation Forester / Environmentalist: 1 hour @ $36 79 ( $27.25 plus $9 54 benefits) 1 Williamson, Blythe From Sent: To. Subject: Borden, Bob Wednesday, May 03 20001 32 PM Williamson, Blythe RE. 3rd Review - New Site Plan (Jehovah's witnesses, Kingdom Hall NWSP 99-025 Base fee of $35 per hour; reVIew tIme of 15 mznutes = $8 75 Bobby -----Ongznal Message----- From. Williamson, Blythe Sent: Wednesday, May 03, 2000 11 53 AM To. Borden, Bob, Hallahan, Kevzn, RIggle, Rob, Mazzella, Pete, Haag, Mike, Quinn, Larry, Hall, Glenda, Kelley, David, Galav Lusia Subject: 3rd ReVIew - New SIte Plan (Jehovah's WItnesses, Kingdom Hall NWSP 99-025 <<File. 3rd Review Memo (TRC).doc(Kingdom Hall) doc>> Y9&tAe 2 cJ/l//icuNJo/l 1 Williamson, Blythe From Sent: To: Subject: Riggle, Rob Friday, May 05 200012.42 AM Williamson, Blythe Kingdom Hall Police 1 hour @ 21 47= 21 47 I am sorry but I do not know what the value of the police departments benefits are I will be out of town til Wed Please contact Debbie Beaver at the Police Department. She should be able to help you The review time and cost would be the same for Bethesda as well R 1 Williamson, Blythe From. Sent: To Subject: Riggle, Rob Thursday May 04, 2000 8 18 PM Williamson Blythe RE. 3rd Review - New Site Plan (Jehovah's witnesses, Kingdom Hall NWSP 99-025 Police 1 hour @ 21 47= 21 47 --Original Message----- From' Williamson, Blythe Sent: Thursday May 04 2000 8:45 AM To: Riggle, Rob Subject: FW' 3rd Review New Site Plan (Jehovah's witnesses, Kingdom Hall NWSP 99-025 Officer Riggle here is an example of Kevin's, please calculate your time spent reviewing these plans so that you can get paid at your hourly rate plus benefits. We charge the project owners for 3rd reviews. -Original Message---- From. Hallahan, Kevin Sent: Wednesday May 03,200012:18 PM To: Williamson, Blythe Subject: RE. 3rd Review New Site Plan (Jehovah's witnesses, Kingdom Hall NWSP 99-025 RE 3rd Review - New Site Plan Project Jehovah's Witnesses, Kingdom Hall Location - 1512 Northeast 4th Street fee calculation Forester / Environmentalist: 1 hour @ $36 79 ( $27.25 plus $9 54 benefits) 1 Williamson, Blythe From: Sent: To Cc. Subject: Glinski, Bonnie Friday, May 12, 2000 10'55 AM Williamson, Blythe Marttila, Doris; Haag, Mike Jehovah's Witnesses, Kingdom Hall 5/12/00 Review time cost for 3rd review by Michael E. Haag = $52.57 Clerical time cost for Bonnie Glinski = 6 03 1 ~~ t~':J D~~ARTMENTOFDEVELOPMENT MEMORANDUM NO PZ 00-117 TO TRC MEMBERS Bob Borden, Deputy Fire Marshal Kevin Hallahan ForesterlEnvironmentalist Officer Rob Riggle, Police Department Pete Mazzella. UtIlities Department Michael Haag, Building Division Larry Quinn, Public Works Department Lusia Galav, Planning Division Ken Hall, Engineering Department H David Kelley, Engineering Department Michael W Rumpf ~-tv Planning and Zoning Oirector IfoJ l.nJ MAY - 3 2CC0 , 1 ,J .___~NG'NEER;NG -..... &@IIUW&~ I FROM DA TE. May 3, 2000 RE. 3rd Review - New Site Plan Project - Jehovah's Witnesses, Kingdom Hall Location - 1512 Northeast 4th Street Agent - Mark Montantes File No NWSP 99-025 Please document your review time and calculated cost based on your hourly rate plus benefits, for the 3rd review on the above reference project. This project was reviewed at TRC on Tuesday, March 21, 2000 Please provide me with this documentation no later then Monday May 8 2000 TO Michael W Rumpf Planning & Zoning Director FROM Engineering DATE May 10. 2000 RE REVIEW TIME FOR JEHOVAHTS WITNESSES 3rd REVIEW The total Engineering cost for 3rd review of the above f $25.33 (hourly rate plus benefits) re erenced project was Department of Engineering and Public Works PO. Box 21229 West Palm Beach. FL 33416-1229 (561) 684-4000 wwwco palm-beach.f1.us . Palm Beach County Board of County Commissioners Maude Ford Lee. Chair Warren H. Newell. Vice Chairman Karen T. Marcus Carol A. Roberts Mary McCarty Burt Aaronson Tony MasHotti County Administrator Robert Weisman An Equal Opportumty Affirmanve Action Employer" @ printed on recycled paper April 25, 2000 ::...~------- .1' I ~~ fl,~' r" ./!.i r-""' tr} i i I} II 'I', An (.I U i ,JR 2 ; Ms. LUSIa Galav, AICP CIty of Boynton Beach Plannmg and Zonmg Department 100 East Boynton Beach POBox 310 Boynton Beach, FL 33425-0310 RE. KINGDOM HALL OF JEHOVAH'S WITNESSES TRAFFIC PERFORMANCE STANDARDS REVIEW Mr Rumpf: The Palm Beach County Traffic DIVISIon has reVIewed the traffic study (dated March 8, 2000) for the project entItled Bovnton Beach Kingdom Hall pursuant to the Traffic Performance Standards m ArtIcle 15 of the Palm Beach County Land Development Code The project IS SUmmarIzed as follows. LocatIOn. MumcIpahty. Proposed Use: New Tnps Build-out: NE 4th Avenue, east of Sea crest Boulevard Boynton Beach Church 4,665 square feet 43 per day 2002 Based on our reVIew the Traffic Division has determined that the project meets the Traffic Performance Standards of Palm Beach County Please contact me If you have any questIons regardmg thIS reVIew Smcerely, OFFICE OF THE COUNTY ENGINEER 3-~ J;t-~ Dan WeIsberg, P.E. ASSIStant Director - Traffic DIVISIon DW.DM pc: Andrea Troutman, P .E. - Pmder Troutman Consultmg, Inc. File: General - TPS - Moo - Traffic Study Review F-\TRAFFIC\apf\tps\00039app.\\-pd - TAZ 501 Boynton Beach Congregation of .Jehovah's Witnesses 1512 N.I:. 4" Street Boynton Beach, fL 33435 April 19,2000 CIty of Boynton Beach LUSIa Galav, AICP SenIor Planner 100 E. Boynton Beach Blvd Boynton Beach, FL 33425-0310 RE Kingdom Hall of Jehovah's Witnesses File number- NWSP 99-025 Dear Mrs. Galav. You Will find attached a copy of a reduced set of the proposed site plan, elevatIons and landscapIng plan, WhICh IS required for the final report and publIc presentation. Also attached IS the requIred flow test by the fire department. If there is any other informatIon that is needed please call me at 833-8340 or 357-5828 Thank you, 0W~ Mark Montantes Project Manager t\.rJ - L- !i lCE ] 0 AM MET h~F&jID -WP~ ... ,.r "-1.... r 1'. .,) ~~ i 8J:5[:112 P 1 , ~rk Mont.ntea 54 ~llforo Lane 8c~ Budl, Fl. ~ PI'l. (S81)357.SS28 w[~O~~~.. PLAN~_ ZONING'DEPf.D Fax .....,,< ._~ To; Mr Mietlael Rumpf F..... Ma~ Mortantes FlUCI 742-6259 '..... 1 ....... (5e1)742-6262 lie: Kingdom Hall Project Pat. 03113/00 CC: A,P C ...... [J For ~ 0 ...... CoI,...1 D PI......,.)' o ,..... ..,... . eomn__taI The following prOject was scheduled for a TRC revieW' Project Kingdom Hall Project Number NWSP 99-025 The meetIng was schedule for M.ch 14 2CXXl Because of a delay of necessary information and the Architect being sick, we would like to reschedule the meeting for M8rch 21, 2000 at 9;00 em. Mark Mentantei DEPARTMENT OF DEVELOPMENT DIvIsIon of PlannIng and ZonIng Building Planning & Zoning Engineering Occupational License Community Redevelopment May 19,2000 Mark Montantes 1512 NE 4th Street Boynton Beach, Flonda 33426 Re Kingdom Hall of Jehovah's Witnesses caus 00-002 Dear Mr Montantes The above-referenced project receIved a 3rd TRC staff reVIew on March 21,2000 The hourly rate plus benefits charged by staff for thIS reVIew was $254 85 Please remIt thIS amount to the Plannmg and Zonmg Department. Make checks payable to the "CIty of Boynton Beach" Please contact me at (561) 742-6260 If you have addItIOnal questIOns. Smcerely, ~Sr~ J1~v LusIa Galav, AICP Semor Planner Cc Michael W Rumpf, DIrector of Plannmg and Zomng LG/nl J:ISHRDA TAIPlanningISHAREDIV/P\PROJECTSIKINGDOM HALL-JEHOV AH'S WIT'<"ESSES\lnvoice Letter.doc America's Gateway to the Gulfstream 100 East Boynton Beach Blvd.. po. Box 310 Boynton Beach. Florida 33425-0310 Phone: (561) 375-6260 FAX. (561) 375-6259