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REVIEW COMMENTS Department of Engineering and Public Works PO. Box 21229 West Palm Beach, FL 33416-1229 (561) 684-4000 www.co.palm-beach.fl.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 Masilotti County Administrator Robert Weisrnan "An Equal Opportunity Affirmative Action Employer" @ printed on recycled paper 10) ~ ~ ~~ l~l~J~~-A :uU J July 20, 2000 f'LA>", ZON!i~f i.....!.' ..~_ Mr, Michael W, Rumpf Director of Planning & Zoning Department of Development City of Boynton Beach 100 East Boynton Beach Blvd" Boynton Beach, FL 34425-0310 RE: Bethesda Memorial Hospital TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr, Rumpf: The Palm Beach County Traffic Division has reviewed the traffic study (Received on July 13, 2000) for the project entitled; Bethesda Memorial Hospital. pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. The project is summarized as follows: Location: Municipality: Existing Uses: Proposed Uses: New Daily Trips: Build-out Year: SW Quadrant of SW 23rd Avenue/Seacrest Blvd. Intersection. Boynton Beach Hospital Medical Offices - 32,835 SF, Phase 1, 88,442 SF, Phase 2, 561 Phase 1,2074 both phases. 2001 Phase 1, 2002 Phase 2 Based on our review, the Traffic Division has determined that the project (Phases 1 and 2) meets the Traffic Performance Standards of Palm Beach County, contingent to the following improvements: . Addition of a second exclusive left turn lane on the northbound approach - Intersection of Woolbright Road/Seacrest Boulevard. Provision of a southbound exclusive right turn-lane along Seacrest Boulevard, onto the project access driveway. Furthermore, it is suggested that the following issues be considered by the City of Boynton Beach: Intersection of Woolbright Road/l-95 NB Ramps - Although the intersection is forecasted to operate at acceptable conditions, however, peak hour left-turn volumes for both westbound and eastbound approaches justify the need for additional exclusive left-tum lanes (based on HCM criteria). Provision of second left-turn lanes should be considered for both approaches. Proper traffic control devices should be considered and installed (upon satisfaction of warrants) at both major access driveways (east and north driveways), July 20,2000 Page 2 Sincerely, If you have any questions regarding this determination, please contact me at 684-4030. OFFICE OF THE COUNTY ENGINEER /11. Masoud Atefi, Sr, Engineer- cc: Mr. Christopher A> Squires P.E., Kimley-Horn & Associates Inc. File: General - TPS - Mun - TraffIC Study Review F:\TRAFFIC\ma\Admin\Approvals\OOO704.doc DEPARTMENT OF DEVELOPMENT Division of Planning and Zoning Building Planning & Zoning Engineering Occupational License Community Redevelopment July 11, 2000 Mr. Dan Weisberg, Senior Traffic Engineer Palm Beach County Traffic Division Department of Engineering and Public Works P.O. Box 21229 West Palm Beach, Florida 33416 Re: Traffic Study: Bethesda Memorial Hospital Lobby Expansion New Site Plan 00-007 Dear Mr. Weisberg: The enclosed traffic generation statement on the Bethesda Memorial Hospital Lobby Expansion site, prepared by Kimley-Horn and Associates, Inc. was received by Planning and Zoning recently for the above-referenced application. Please review the enclosed information for conformance with the County's Traffic Performance Standard Ordinance, and provide Michael Haag, Building Code Administrator, and I with your written response. If you have questions regarding this matter, please call me at (561) 742-6260, Sincerely, ct~~ d~v r- Michael W. Rumpf Director of Planning and Zoning J:\SHRDATAIPlanningISHAREOIWPIPROJECTS\Belhesda ER-Peds-Lobby ExpansionlTRAFFIC MEMO. doc. 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 ~=~ Kimley-Horn and Associates, Inc. TRAFFIC IMPACT ANALYSIS BETHESDA MEMORIAL HOSPITAL BOYNTON BEACH, FLORIDA Prepared for: Bethesda Memorial Hospital Boynton Beach, Florida 044301001 July 2000 (&:i Kimley-Hom and Associates, Inc, 4431 Ernbarcadero Drive West Palm Beach, Florida 33407 561/845-0665 00 ~ @ f' ~C-T,j [ ~~~_~^:-J - ! n: i fz~t;{'.;i~~~'~_....J Christopher A. Squires, P. . Florida Registration Nu er 044779 Engineering Business Number 696 /?E -7 ;'lo/~ ~=~ Kimley-Horn and Associates, Inc. SECTION TABLE OF CONTENTS PAGE INTRODUCTION".......,....................,...........................................,................,.,.., .1 INVENTORY AND PLANNING DATA....,...........,...............,...................,.....,,..3 Inventory,...,......."............,.,.,......,.,...............,..........,.......,..........,............ .3 Planning Data...,...".,.,......,..............,....,...............".....,....,.,..,......,......,..... 3 PROJECT TRAFFIC...................,......,.,.....,.....,....,......,.......,...................,......".....4 Traffic Generation........ ,..................................,.......,........,..,........,.,....,.....4 Traffic Distribution and Assignment.......,.,............,.....,.."......,........,.......4 ASSURED AND PROGRAMMED CONSTRUCTION ....................................... 7 LINK EVALUATION ....,. .,.,....... .,.....,.............,......,......,.....,..,. .... .,...... ....,. ..... ...., 8 Test 1 "."......"""..........,.,......,.....""....,.,.."....,......,.,......".....,..,........".,.,.., 8 Alternate Test 1 .................. ............. ....... ................................................ .16 Test 2 ,.......,..,.......,............,............,....,..........,.,.....,....."..... .,...,............... 1 7 DRIVEWAY CLASSIFICATION AND TURN LANE REQUIREMENTS ,.....19 Driveway Classification..,.,.,...,.............,.............,........,.........,..........". ...19 Turn Lane Requirements ..........,..,........................,...,.......,.,............,..,....19 Site Access Analysis......,. ......,.........................,.....,............. ........., ........ ,20 CONCLUSION ,...."."........".',.,.....".,.,.,.,.,..."....,.,,.""....."",.,..,..."",.....,...,.,...,.22 APPENDIX 044301001-0700 Page i ~=~ Kimley-Horn and Associates, Inc. INTRODUCTION Bethesda Memorial Hospital is an existing hospital and medical care facility that is located in the southeast quadrant of the intersection of Sea crest Boulevard and Golf Road (S.E, 23rd Avenue) in the City of Boynton Beach, Florida. The location of the site is shown in Figure 1. The existing hospital is an existing 593,434 square foot hospital and medical office facility. It is proposed to expand the facility by a total of 121,277 square feet in two separate phases. The proposed development plan for the two phases is as follows: . Phase 1: 32,835 square feet of medical office, proposed to be built in 2001 . Phase 2: 88,442 square feet of medical office, proposed to be built in 2002 The proposed expansion will add square footage to the existing hospital building but will not increase the number of beds, Kimley-Hom and Associates, Inc. was retained to prepare a traffic impact analysis for the project. This document presents the methodology used and the findings of these analyses, The traffic impact analysis was conducted in accordance with the 1990 Traffic Performance Code of Palm Beach County and used current data available from Palm Beach County, 044301001-0700 Page 1 PIPERS GLEN BLVD, ...J ~ ... >- '" ~ ::; ::I ci '" :.<: u i '" <( CD GOLF RD. OLD BOYNTON RD. BOYNTON BEACH BLVD. ci ~ CD ... en &oJ '" U <( &oJ en ...J ~ '" ... >- '" <( ... ::; 5i NOT TO SCALE ~ iiJ ) W. ATlANTIC AVE. ci '" &oJ o :z &oJ '" ~ WOOLBRIGHT RO, S.W, 23rd AVE. ..; > <( en en &oJ '" Cl Z o o F1..AVOR PICT RD. COCONUT LN. LAKE IDA RD. LOWSON BLVD. c o o ci ~ ~ ::I CD o ::t: ..; > <( c :z N ..; Z ci '" en ::I in 1:\OiWl\....lOIOOI\IElW-lIr 7-$-2000 UNTON BLVD, t FIGURE 1 BETHESDA HOSPITAL SITE LOCATION MAP .......,_ n Kimley-Hom ~_u and Associales, Inc, o 044301001 g m C,) o C,) .~ "N ~ d ~ "N ~ ~=~ Kimley-Horn and Associates, Inc. INVENTORY AND PLANNING DA TA Inventory The data used in this analysis were obtained from Palm Beach County and Kimley- Horn and Associates, Inc. They included: . 1999 and 2000 24-hour traffic volumes . 2000 intersection turning movement counts . 1999 peak hour peak direction traffic volumes . Roadway geometrics . Historical count data Planning Data Information on the size of the project facilities was provided by HDR Engineers & Architects. External access to the site is currently provided through two access driveways on Seacrest Boulevard and another driveway on Golf Road, No new additional access driveways are planned to be created in conjunction with the proposed expansion, 044301001-0700 Page 3 ~=~ Kimley-Horn and Associates, Inc. PROJECT TRAFFIC Traffic Generation The daily traffic generation for the development was based on the trip generation rate for a medical office on a hospital campus as published by Palm Beach County, This rate was used because there is no increase in the number of beds associated with the proposed expansion, Peak hour characteristics were based on information published in the Institute of Transportation Engineers' (ITE) report, Trip Generation, 6th Edition, Tables IA and lB present the proposed potential trip generation for the phase 1 and ultimate project buildout, respectively, The pass-by rate published by Palm Beach County was used in this analysis. Traffic Distribution and Assignment A directional distribution was developed to be used in assigning traffic volumes associated with the project. This was necessary to determine the impact of the traffic from the proposed development on the surrounding roadway network. The Florida Standard Urban Transportation Modeling Structure (FSUTMS) computer program and lRANPLAN language were used with Palm Beach County MPO 2020 data to determine traffic distribution and assignment of the project traffic to the surrounding road network. Based on the net impact of the total project buildout, it was determined that the maximum radius of development influence for Test I of Traffic Performance Standards is two (2) miles. The maximum radius of development influence for Test 2 is one (1) mile, 044301001-0700 Page 4 TABLEIA BETHESDA MEMORIAL HOSPITAL EXPANSION TRIP GENERATION - PHASE 1 Land Use Intensity Dally AM Peak Hour PM Peak Hour Trips Total In Out Total In Out Proposed Site Traffic Medical Office 32,835 S.F. 591 80 64 16 109 29 80 Pass-By Traffic Medical Office 5.00% 30 4 3 I 5 I 4 Net Proposed External 561 76 61 15 104 28 76 Note: lnp generatIon was calculated usmg the tollowmg ala: Daily Traffic Generation Medical Office [P.B.C.] = T= IS.0. (A) AM Peak Hour Traffic Generation Medical Office [ITE 720] = T = 2.43 trips per 1000 s.f.; (80%in, 20%out) PM Peak Hour Traffic Generation Medical Office [ITE 720] = Ln (T) = 0.921 · Ln(X) + 1.476; (27% in, 73% out) P \J)4.3'O/OO/l{bm~..ptuuhJt"P..8'" (p/o/) 7//0100 U. 22 TABLEIB BETHESDA MEMORIAL HOSPITAL EXPANSION TRIP GENERATION - BUILDOUT Land Use Intensity Dally AM Peak Hour PM Peak Hour Trips Total In Out Total In Out Proposed Site Traffic Medical Office 121,277 S.F. 2,183 295 236 59 363 98 265 Pass-By Traffic Medical Office 5,00% 109 15 12 3 18 5 13 Net Proposed External 2,074 280 224 56 345 93 252 Note: Tnp generatIon was calculatea usmg the tollowmg ata: Daily Traffic Generation Medical Office [P.B,c.] = T = 18,0 * (A) AM Peak Hour Traffic Generation Medical Office [ITE 720] = T = 2.43 trips per 1000 s.f.; (80%in, 20%out) PM Peak Hour Traffic Generation Medical Office [ITE 720] = Ln (T) = 0.921 * Ln(X) + 1.476; (27% in, 73% out) p"'1U4JIO/OO/I{bmltupon.xlsJ1"P ..zen 7//0100 14..11 ~=~ Kimley-Horn and Associates, Inc. ASSURED AND PROGRAMMED CONSTRUCTION The roadway improvements listed in the Five-Year Plans of Palm Beach County and FDOT were reviewed, No roadway improvements were found to be programmed within the project's radius of influence. 044301001-0700 Page 7 ~=~ Kimley.Horn and Associates, Inc. LINK EVALUATION Test 1 A link performance standards evaluation was undertaken for each link considering its total traffic volume and the roadway laneage to be in place in year 200 I for phase 1 and year 2002 for the total project buildout. 1999 traffic counts were obtained from Palm Beach County for all major roadway links within the radius of development influence. Because no counts were available from Palm Beach County for the segment of Seacrest Boulevard immediately adjacent to the hospital, Kimley- Horn and Associates, Inc. conducted 24-hour counts to the north and to the south of the main hospital entrance at S.E. 26th Avenue. The counts were conducted on Thursday, June 29, 2000 and were factored to Annual Average Daily Traffic (AADT) by using the AADT adjustment factor established by the Florida Department of Transportation for eastern Palm Beach County. The traffic count data are included in the appendix. According to the requirements of the Traffic Performance Standards Ordinance of Palm Beach County, existing traffic volumes were grown to 2001 and 2002 AADT volumes by using an area wide growth rate determined from a review of historic traffic count data (AADT 1996 to AADT 1999) published by Palm Beach County. A table showing the area wide growth rate calculations is included in the Appendix, Project traffic was then added to the 2002 background traffic for all of the roadway segments within the radius of development influence. Roadway links within 0.5 miles of the project are found to be significantly impacted if the amount of project traffic on the roadway exceeds 0,5% of the level of service D capacity. The remaining study links are significantly impacted if the amount of project traffic on 044301001-0700 Page 8 ~=~ Kimley-Horn and Associates, Inc. the roadway exceeds 1.0% of the roadway capacity. Tables 2A and 3A show the Test 1 Average Daily and Average Peak Hour traffic on the roadway links for Phase I of the project. Tables 2B and 3B show the Test I Average Daily and Average Peak Hour traffic on the roadway links for total project buildout. A total of five roadway segments will be significantly impacted by traffic from Phase 1 of the proposed development. As shown on Tables 2A and 3A, all five of these significantly impacted segments meet the Test I standards for 2001. A total of seven roadway segments will be significantly impacted by traffic from the total buildout of the project in 2002. As shown in Tables 2B and 3B, six of the seven significantly impacted segments meet the Test I criteria for 2002. The segment that does not meet the Test I criteria, Woolbright Road from 1-95 to Seacrest Boulevard, was then analyzed using Alternate Test 1 criteria. 044301001-0700 Page 9 ;; i ~ ,~ Eo. z ;: - i o . i! I ;;; ::: 1. I. ~ Z f- ~ :;~ ><: t. 1 ~ '" - E ~ oJ Vi ! .: f -<)00 I" t ~ . ~ ~ :si 'll ) ~ =:.d.! S ~~Eg o Iso - ~ ';Iso ~ ~ -" 1>- f- -- ~ ~d!l =< ti~hl III C ; l.:l ~ .:J Z 0 ~ fH .. Z 0 . =- f ~ .. 02 r1 :; J 1 ill - .. ~ 8: i . " ... .= . .;1:: i!~ ill ::l ~ :I :i i I I- 1 ! ,= ~ ,..; 00 \Q ..... "" 00 ..,. \0 ..,. 0'1 go. r"'- 00 ~~~~ o Z o 0 0 0 Z Z Z Z o Z 000 0 Z Z Z Z ;f. ~ o ~ ~ ~ ~ o 0 0 0 0\00 !::. !:: S !:: S ~ .. .... ~ ,..; 00 0 '"' 00 ~ ~ je ~ 0\ ,..; a-,- fO'\ N ..,. N - ;f. ~ ;f. ;f. ;f. ;f. ~~;;~ ~ '0 ,... C7'o "" ,... ..,. In _ ~::!-~~ N ..,. 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II: c:I :z o <J Gi Gi U ..; r..: ~ t3 Q) ~ o ~ .~ ~ ~ t3 ~ ~ ~ LAKE IDA RD. ~ iJ ) LEGEND y ~EETS STANDARD N DOES NOT ~EET STANDARD FIGURE 2A 23"1. PERCENT OF TOTAL TRAFFIC BETHESDA HOSPITAL 129 PROJECT TRAFFIC SIGNIFICANT IMPACT DAIL Y LINK ANALYSIS (12,1121 TOTAL TRAFFIC PHASE 1 (2001) 2L LANE GEO~ETRY ~_~ Kimley-Hom _ and Associates, Inc, 0 044301001 NOT TO SCALE 1.\l)oIllI(\4dOIOQI\8OM_srr 7~IO-2000 OLD BOYNTON RD. I BOYNTON BEACH BLVD. c ~ lD 0- UI ... II:: o <( ... UI OCEAN AVE, C II:: ... o z ... II:: ~ :5 WOOLBRIGHT RD, N 33"/. 684 (36,065) 5L cJ W 14 GOLF RD. S.W. 23rd AVE, y 23.t. 477 <12,689) 2L y 25"/. 519 (11,995) 3L ,---, i : , I ~ITE)' : / L_....; (0 ~"'(l') >-10-(')-1 - (') - (') ~ .... ?< UI UI ... II:: C) Z o o c ~ lD 0- UI ... II:: o <( ... UI LAKE IDA RD. ~ ~ ) LEGEND y t.4EETS STANDARD N DOES NOT t.4EET STANDARD FIGURE 2B 23"1. PERCENT OF TOTAL TRAFFIC BETHESDA HOSPITAL 477 PROJECT TRAFFIC SIGNIFICANT IMPACT DAIL T LINK ANALYSIS <12,689) TOTAL TRAFFIC BUILD OUT (2002) 2L LANE GEOt.4ETRY ~_~ Kimley-Hom - and Associates, Inc. 0 044301001 NOT TO SCALE t:\OM/(\MJOlOO1\IlETH_SIT 1-10-2000 - >-~(')~ 1O(')C\j-l ~Cl)-"IO ~ ~ d <l.> o C) o .~ ~ ~ d ~ ~ ~ ~=~ Kimley-Horn and Associates, Inc. Alternate Test 1 Woolbright Road from 1-95 to Seacrest Boulevard was analyzed for peak hour peak season conditions in order to determine if the segment meets the Alternate Test 1 standard, Table 4 shows the peak hour directional link volumes for this link. As can be seen from Table 4, Woolbright Road will meet the peak hour link level of service standard through 2002. In addition to the link level of service analysis, intersection critical volume analyses were performed on the two signalized intersections that form the termini of this segment. Year 2000 turning movement volume data for the intersection of Woolbright Road and 1-95 was provided by Palm Beach County. For the intersection of Woolbright Road and Seacrest Boulevard, turning movement volumes were counted by Kimley-Horn and Associates from 7 a,m. to 9 a.m. and 4 p,m. to 6 p.m, on Thursday, July 6, 2000. The observed volumes at both intersections were adjusted to peak season and increased, based upon a weighted growth rate, to the 2002 buildout year, The worksheets in the Appendix show the development of total 2002 intersection traffic and the critical movement analyses at each intersection. The critical movement analyses indicate that the intersection ofl-95 and Woolbright Road will operate acceptably with total 2002 traffic with no additional improvements. The intersection of Woolbright Road and Seacrest Boulevard, however, will exceed the critical sum. In order to address this deficiency, the intersection was analyzed to determine which improvements would be necessary in order to meet the Traffic Performance Standards. It was found that dual northbound left turn lanes would be necessary to relieve the capacity problem at this intersection. This conclusion is based on a count made outside of the peak season and factored to peak season. It may be desirable to perform a count during peak season 2001 to develop a more accurate analysis of conditions at this intersection. 044301001-0700 Page 16 ~=~ Kimley-Horn and Associates, Inc. Test 2 The Model Test 2 indicates a radius of influence of one mile. None of the roadway segments within the Model Test 2 radius of influence are shown to be deficient. 044301001-0700 Page 17 ~ ~ ~ ~ ';l >' >' ... >' >' .... .... .... ~ 10 ;:: ~- - oot' .,., '" ...r ~ ':= ::: - - '" ...r ~ '" "" r- ~ tn ~ ~ ~~~~~ ~ ~ Q. ... ~~ i<- ~ ~ ~... ~ ~ \ ~ o ~ (; f;Oo ~~ ~ ~ ~ ~ %;;ii \t ~ <~~\~ ~ s ~ ~ ~ -- ~ ~ ... ... :l .. ~ ? 'la ~ ~ % ~ :< g - ~ ~ 0 .. ~ <- <- ~ u .!:!. ~ 0 .. ... lloo <- c:. ~ u ~ .!:!. \S 0 .. .. .. lloo ... ... <- ~ ... 0 ~ ~ i e t.e~ :'0.5. ~ ~ ~ ~ .. .S S ~ -:!!.. ~ ~ ~ ~ ,.. '" 10 10 N :;too ~ - ~ !. ~ ~ - - $ @ \::,~ ~ ~- ..:; - 10 10 .,., .,., ~ ~ "a ... i ~ ~ "' e ~ ~ e ;t o z '0 u -;;, -;;, o <- '" e ~ e. .. f;Oo ~ ~"i ~ := ~ .. e- O o II ~ -c ... ,.. .!!. :s o ~ -;;; .. IS .. ~ .S ~ ~ ~ g ~ ~ ~ '" '" .,., 0;- - .,., 5:. 10 !; ~~ -c ... ~ -a ~ -;;; .. l ~ o - ~ - ~ ~ - ~~ ~ '9, :':~ 10 10 .,., .,., ~ ~ ,...l ,.J .,., .,., -c ... ~ o ~ -;;; ~ ~ ~1 ~ .. e- .,., o 0;- <:> - ~ .,., 5:. ~ ~ -a ~ ~ ~ ~ ~ "'I 9- .. 'j;' >\ 1 I ~ i ~ 9 ... -----_.------~------ ~=~ Kimley-Horn and Associates, Inc. DRIVEWA Y CLASSIFICA T/ON AND TURN LANE REQUIREMENTS Driveway Classification According to the Palm Beach County "Guide Parking Lot and Street Access Design Criteria and Standards", it is necessary to classify project entrances as minor, intermediate, or major according to the following criteria: . Minor - Provides for a maximum average daily traffic of 500. . Intermediate - Provides services for a maximum average daily traffic from SOl to 2000. . Major - Provides service for a maximum average daily traffic greater than 2,000. Using these criteria, the project access driveways would be classified as follows: . North Driveway (Golf Road) - Major . East Driveway (Seacrest Boulevard at N,E, 26th Avenue) - Major . Southeast Driveway (Seacrest Boulevard at south hospital boundary)- Intermediate The traffic from the proposed expansion will not result in a change in classification for any of the driveways, Turn Lane Requirements Palm Beach County access design standards'require a left-turn lane when inbound peak hour left-turning traffic is 30 vehicles or more. A right-turn lane is required 044301001-0700 Page 19 ~=~ Kimley-Horn and Associates, Inc. when inbound peak hour right-turning traffic is 75 vehicles or more. Left-turn lanes into the site already exist on Seacrest Boulevard and on Golf Road. With the existing traffic volumes, a right-turn lane into the site is warranted for the southbound approach of Sea crest Boulevard at S.E. 26th Avenue. Therefore, with the proposed expansion, a right-turn lane would also be warranted at this entrance. However, the volume of through traffic on Seacrest Boulevard is well below the roadway capacity. If the southbound right-turn volume becomes high enough to require a right-turn lane, the outer through lane may act as a defacto right-turn lane because the inner through lane can easily accommodate the southbound through traffic. The intersection analysis of future volumes with the existing lane configuration shows that the intersection will operate at level of service B or better. Site Access Analysis Intersection analyses were performed at the signalized intersection of Seacrest Boulevard and N,E, 2(j1:h Avenue, which is the primary entrance to the project site, Intersection turning movement counts were conducted between 7:00 a.m, and 9:00 a.m. and 4:00 p,m. and 6:00 p.m. on Wednesday, June 28, 2000. These traffic volumes were factored to 2000 peak season conditions using the Florida Department of Transportation's peak season adjustment factor of eastern Palm Beach County. To determine intersection traffic volumes for Phase 1 of the project, the existing peak season volumes were increased to 2001 conditions using the area-wide growth rate, Project traffic for phase I was then added to determine total 2001 traffic conditions. To determine intersection volumes for the project buildout, the existing peak season volumes were factored to 2002 conditions using the same area-wide growth rate. Total project traffic was then added to determine the total 2002 traffic conditions at the intersection. The corresponding volume development worksheets are included in the Appendix, 044301001-0700 Page 20 ~=~ Kimley-Horn and Associates, Inc. Using the Highway Capacity Software, version 3.1c, operating conditions at the intersection were evaluated. The intersection is currently operating at level of service B. The analyses show that it will continue to operate at level of service B or better for both 2001 and 2002 total traffic conditions. 044301001-0700 Page 21 ~=~ Kimley-Horn and Associates, Inc. CONCLUSION The expansion of Bethesda Memorial Hospital is proposed to occur in two phases, with buildout in 2001 and 2002. This traffic impact analysis took into account the amount of development projected to occur in each phase and the traffic conditions on the roadways within the radius of development influence during both horizon years, Phase I of the proposed project will meet the requirements of the Palm Beach County Traffic Performance Standards with no required improvements. Ultimate buildout of the project would occur with the completion of Phase 2 in 2002. Considering the total project traffic and 2002 roadway conditions, it is expected that the intersection of Woolbright Road and Seacrest Boulevard will fail to meet Palm Beach County Traffic Performance Standards, As shown in the analysis, improving the northbound approach to include dual left-turn lanes would relieve the capacity problem at the intersection. 044301001-0700 Page 22 ~=~ Kimley-Horn and Associates, Inc, APPENDIX Kimley-Horn and Associates, Inc. 4431 Embarcadero Drive West Palm Beach, Florida 33407 fitIel : SEACREST BLVD. Site: SEACI'634 itIe2 : SOUTH of TANGERINE TRAIL Date: 06/29/00 itIe3 : NORTHBOUND ...terval Day: Thursday egin AM- NB PM - NB ,,:00 11 37 83 319 2:15 15 85 ~:30 4 65 ~:45 7 86 .:00 6 21 84 343 1:15 7 72 1:30 3 93 :45 5 94 :00 2 15 128 402 2:15 5 82 2:30 5 87 :45 3 105 :00 2 5 99 377 3:15 2 84 3:30 0 97 :45 1 97 .:00 2 9 147 567 ..:15 2 116 4:30 3 133 ':45 2 171 ':00 7 41 183 681 :15 6 168 5:30 12 163 ';:45 16 167 ;:00 17 169 81 349 ;:15 25 77 6:30 57 97 6:45 70 94 ':00 97 415 102 318 /:15 165 73 1:30 69 70 7:45 84 73 1:00 80 350 68 262 1:15 73 80 J:30 88 68 8:45 109 46 Q:OO 85 334 76 220 ~:15 90 60 ~:30 82 42 9:45 77 42 lO:oo 71 300 52 189 0:15 81 48 0:30 76 53 10:45 72 36 11:00 71 339 52 134 1:15 93 35 1:30 92 24 .1:45 83 23 Totals 2,035 4,161 leak Hour 7:00 4:45 Volume 415 685 17actor 0.63 0.94 L>ayTotal 6,196 Data File: SEACT-NB Printed: 7/3/00 Page: 3 Kimley-Hom and Associates, Ine. 4431 Embarcadero Drive West Palm Beach, Florida 33407 'itle 1 : SEACREST BLVD, Site: SEACf637 otle2 : SOUTH ofTANGERlNE TRAIL Date: 06/29/00 tIe3 : SOUTHBOUND ,terval Day: Thursday :gin AM - SB PM - SB .:00 15 45 78 325 Z:15 14 95 ':30 7 74 :45 9 78 .00 6 24 92 327 '.:15 7 69 '30 8 82 45 3 84 00 3 12 172 447 ~:15 4 100 ~:30 2 93 45 3 82 00 2 11 99 405 1:15 4 100 1:30 3 108 45 2 98 :00 0 16 114 462 ,,15 5 96 1:30 3 116 -'45 8 136 :00 4 40 124 489 .15 13 131 ;:30 10 104 ':45 13 130 :00 23 154 106 361 :15 27 75 5:30 42 97 ;:45 62 83 :00 72 427 97 346 :15 131 83 1:30 104 89 1:45 120 77 ':00 106 422 70 287 :15 110 72 _:30 96 81 ~:45 110 64 1:00 95 341 55 248 ':15 86 56 :30 78 69 }:45 82 68 0:00 84 332 45 161 ):15 92 47 ):30 92 39 .0:45 64 30 .1:00 86 301 29 98 1:15 64 21 1:30 62 30 .1:45 89 18 fotals 2,125 3,956 'eak Hour 7:15 4:30 lolume 461 507 :?actor 0.88 0.93 JayTotal 6,081 Data File: SEACT -SB Printed: 7/3/00 Page: 3 Kimley-Horn and Associates, Ine. 4431 Embarcadero Drive West Palm Beach, Florida 33407 ltle 1 : SEACREST BLVD, Site: SEA-296 'tIe2 : NORTH of SW 26th AVE. Date: 06/29/00 tIe3 : SOUTHBOUND terval Day: Thursday ~gm AM - SB PM - SB :00 19 54 132 567 :15 13 156 :30 11 131 :45 11 148 .00 10 29 138 572 :15 8 152 '30 6 128 45 5 154 00 9 25 142 576 :15 5 137 :30 6 138 45 5 159 00 8 21 172 620 :15 4 121 :30 5 178 .45 4 149 :00 1 19 172 657 :15 5 152 :30 3 176 :45 10 157 :00 6 54 186 640 :15 16 149 :30 15 138 :45 17 167 :00 36 284 122 512 :15 42 126 :30 70 136 :45 136 128 :00 150 676 154 502 :15 196 128 :30 140 124 :45 190 96 :00 156 717 106 390 :15 194 92 :30 185 108 ::45 182 84 :00 146 558 86 303 :15 144 64 :30 126 74 ':45 142 79 0:00 126 498 52 202 ):15 128 62 ):30 128 51 0:45 116 37 1:00 138 513 45 142 1:15 129 30 1:30 128 37 1:45 118 30 'otaIs 3,448 5,683 'eak Hour 7:45 4:15 'olume 725 671 'actor 0.93 0.9 layTotal 9,131 Data File; SEA-H-SB Printed: 7/ 3/00 Page: 3 Kimley- Horn and Associates, Ine. 4431 Embarcadero Drive West Palm Beach, Florida 33407 'itIe 1 : SEACREST BL YD. Site: SEACH295 ',tIe2 : NORTH ofSE 26th AVE. Date: 06/29/00 i.tIe3 : NORTHBOUND '!terval Day: Thursday egm AM- NB PM - NB ,,:00 18 54 153 581 2:15 13 146 ~:30 15 156 :45 8 126 _.00 16 35 134 523 1:15 6 119 "30 7 150 45 6 120 00 4 26 210 681 !:15 12 173 !:30 3 144 45 7 154 .00 5 18 184 665 \:15 5 145 1:30 3 188 :45 5 148 :00 4 25 198 850 .:15 2 211 ~:30 12 208 ':45 7 233 :00 14 69 265 899 :15 14 230 5:30 14 202 ~:45 27 202 :00 36 254 138 510 :15 47 130 5:30 84 132 5:45 87 110 :00 106 496 146 439 :15 133 122 ,:30 141 85 ':45 116 86 ':00 112 491 102 380 :15 116 101 _:30 131 98 S:45 132 79 ~:oo 123 497 108 345 ':15 124 92 ':30 130 76 ~:45 120 69 :0:00 130 495 66 260 ):15 110 63 :>:30 116 77 ~0:45 139 54 .1:00 138 608 62 169 t:15 144 43 1:30 160 31 .1:45 166 33 fotals 3,068 6,302 'eak Hour 11:00 4:30 Volume 608 936 ~actor 0.92 0.88 JayTotal 9,370 Printed: 7/ 3/00 Page: 3 Data File: SEA-CH-NB TABLE A-I: AREAWIDE GROWTH RATE TABLE BETHESDA MEMORIAL HOSPITAL EXPANSION GROWTH RATE CALCULATIONS AND AADT VOLUMES Roadway Growth Rate From To 1999.0 Rate TIme Used Exam.lned Old Boynton Road Congress A venue Boynton Beach Boulevard 12,108 4,47% 96-99 Boynton Beach Boulevard Congress A venue Old Boynton Road 28,876 -1.87% 96-99 Old Boynton Road 1-95 41,347 0.32% 96-99 1-95 Seacrest Boulevard 28,659 -2,07% 96-99 Seacrest Boulevard Federal Highway 13,315 -3,89% 96-99 Ocean Avenue . Federal Highway Ocean Boulevard 5,312 -7.16% 96-99 Woolbright Road Lawrence Road Congress A venue 20,193 4,49% 96-99 Congress Avenue 1-95 34,861 6.01% 96-99 1-95 Scacrest Boulevard 33,431 1.81% 96-99 ** Seacrest Boulevard Ocean Boulevard 12,942 8,93% 96-99 23rd Avenue Military Trail Congress Avenue 9,739 4.17% 96-99 Congress Avenue 1-95 11,539 4,12% 96-99 1-95 Seacrest Boulevard 10,844 0.71% 96-99 Seacrest Boulevard Federal Highway 7,082 -0.54% 96-99 Georce Busb Boulevard Seacrest Boulevard Ocean Boulevard 7,187 -0.0 I % 96-99 CODcress Avenue Boynton Ilea<:h Boulevard Woolbright Road 31,348 1.96% 96-99 Woolbright Road 23rd Avenue 31,376 3.57% 96-99 23rd Avenue Lake Ida Road 31,238 3.57% 96-99 1-95 Boynton Ilea<:h Boulevard Woolbright Road 157,845 3.64% 96-99 Woolbright Road Linton Boulevard 144,227 0.76% 96-99 Seac:nat Boulevard Qaleway Boulevard Boynton Beach Boulevard 13,390 3.17% 96-99 Boynton Beach Boulevard Woolbright Road 15,401 1.11% 96-99 Woolbright Road 23rd A venue 19,182 0.33% 96-99 23rd Avenue Site Access Site Access NE 4th Street Federal HIgbway Qaleway Boulevard Boynton Beach Boulevard 18,925 1.08% 96-99 Boynton Beach Boulevard Ocean Avenue 21,622 -1.98% 96-99 <kean Avenue Woolbright Road 23,368 2,25% 96-99 Woolbright Road 23rd A venue 27,292 1.57% 96-99 23rd Avenue George Bush Boulevard 20,503 0.61% 96-99 George Bush Boulevard NE 4th Street (SB) 11,296 1.93% 96-99 George Bush Boulevard NE 4th Street (NB) 12,019 1.32% 96-99 Ocean Boulevard ... Ocean Avenue Woolbright Road 11,508 8.24% 96-99 Woolbright Road George Bush Boulevord 8,526 -1.54% 96-99 Areawide Growth Rate g76,5oo 1.91-/. . OfT-Peak season volume of 4,743 was adjusted to AADT volume by applying the PBC East AADT-to-peak season factor of 1.12. .. OfT-Peak IeISOD volume of I 1,555 was adjusted to AADT volume by applying the PBC East peak season-lO-AADT factor of 1.12. ... Peak season volume of 12,930 WI! adjusted to AADT volume by applying the PBC East peak season-lO-AADT factor of 0.89. p:VU4J'iJIOO/lf~J../prwf" ~ '" PALM IBACH COUITY TIAPPIC oj Site Code : tAHI/lll E-I Street: lOOLBIIGHT ID I-S Street: 1-95 (VEST) IEATHEI : CLEAR PAGE: 1 FlLS: 47550PIO MOfeleots by: Prilary DATE: 3/13/00 .---------------------------------------------------------------------------.----------------------------------------------------- c: Tile lecio PrOl Rorth IT TBRU LT PrOD East iT TRRU LT Prol South IT TRRU LT Prol Vest iT TBRU LT Vehicle Total ------------------------------------------------------------------------------------------------------------------------~--------- 4:30 4: 4S &l TOTAL 104 0 99 106 0 106 210 0 205 o 305 75 o 320 84 o 625 159 000 o 0 0 000 51 262 0 57 252 0 l14 514 0 902 925 1827 5:00PM 69 085 0284 68 0 0 0 47 227 0 780 5: 15 86 0 104 0 296 63 0 0 0 49 243 0 841 - ~~~~~~:'~;:_______________l_:1______________________L_~-------------------~-------------------------5(----------___._________ DA f TOUL 365 o 394 o 1205 290 o o o 210 984 o 3448 PEAl PERIOD ANALYSIS POR THE PEiIOD: 4:30 PH - 5:30 PM DIRECTION START PIOM PEAl HOUR PEAl HR HeTOR ........ VOLUMES ........ Right Thru Left Total .... PERCENTS ... licht Thru Left Rorth 4:30 PM 0.90 365 0 394 759 East 4:30 PM 0.93 0 1205 290 1495 South 4:30 PI! 0.00 0 0 0 0 1 Vest 4:30 PM 0.94 210 984 0 1194 j Entire Intersection Iorth 4: 30 PH 0.90 365 0 394 759 lut 0.93 0 1205 290 1495 South 0.00 0 0 0 0 lut 0.94 210 984 0 1194 48 0 52 o 81 19 000 18 82 0 4S 0 52 o 81 19 000 18 82 0 I I 1 1 1 ~ 1 - site Code : ZAHN/RWR [-W Street: WOOLBRIGHT RD N-S Street: I-95(WEST) WEATHER : CLEAR PALH BEACH COUNTY TRAFFIC PAGE: 1 FILE: 47550AWO Movetents by: Prilary DA TE: 3/13/00 -------------------------------~-------------------------------------------------------------------------------------------------- Tile Begin Frot North RT THRU LT Frol West RT THRU LT Vehicle T otai Fro. East RT THRU LT Frot South RT THRU LT ---------------------------------------------------------------------------------------------------------------------------------- 7:30 7:45 HR TOTAL 107 0 111 123 0 115 230 0 226 2 124 86 o 159 95 2 283 181 000 000 000 118 218 0 118 216 0 236 434 0 766 826 1592 8:00 AM 115 0 100 0 181 89 0 0 0 143 212 0 840 8:15 >4 97 0 102 0 174 80 0 0 0 146 224 0 823 /j; t-I (wf~ I"f C/ T /1- . LI'~~/~~~~__________!.f_~_____________________~_~____________________~____________________~_:.r___________________------ DAY TOTAL o 428 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:30 AM - 8:30 AM 2 638 350 o 525 870 3255 442 DIRECTION START FROM PEAK HOUR PEAK HR FACTOR o o o . . .. .. .. VOLUHES ........ Right Thru Left Total .... PERCENTS ... Right Thru left ----------------------------------------------------------------------------------------------- North East South West 7:30 All 7:30 AM 7:30 AM 7:30 All 0.91 0.92 0.00 0.94 North East South West 0.91 0.92 . 0.00 0.94 7:30 AM 442 0 428 870 2 638 350 990 0 0 0 0 525 870 0 1395 Entire Intersection 442 0 428 870 2 638 350 990 0 0 0 0 525 870 0 1395 51 0 49 o 64 35 o 0 0 38 62 0 51 0 49 o 64 35 000 38 62 0 Site Code : RVA/HLP E-Y Street: YOOLBRIGHT RO N-S Street: I-9S(EAST) WEATHER : CLEAR PALH BEACH COUNTY TRAFFIC PAGE: 1 FILE: 47550P30 Hovements by: Prilary DATE: 3/13/00 -------------------.---.---------------------------------------------------------------------------------------------------.------ Tile Begin Frol North RT THRU LT Frol East RT THRU LT Frol South RT THRU LT Vehicle Total Fro. West RT THRU LT ---------------------------------------------------------------------------------------------------------------------------------- 4:30 4:45 HR TOTAL o 0 0 000 o 0 0 147 288 0 140 272 0 287 560 0 65 0 106 85 0 128 150 0 234 o 228 127 o 261 115 o 489 242 961 1001 1962 5:00 PH 0 0 0 128 252 0 74 0 100 0 236 112 902 5:15 0 0 0 156245 0 79 0116 0252148 996 ~~~C"~~------c:t--------------------{1---------------------~---------------------------!~------------------------ UeV\\v~e5 DAY TOTAL 0 0 0 571 1057 0 303 0 450 0 977 502 3860 PEAK PERIOD ANALYSIS FOR THE PERIOO: 4:30 PH - 5:30 PH DIRECTION START FROH PEAK HOUR PEAK HR FACTOR , . . . . . .. VOLUHES .....,.. Right Thru Left Total .... PERCENTS ... Right Thru Left ----------------------------------------------------------------------------------------------- North East South Ilest 12: 00 AH 4:30 PH 4:30 PH 4:30 PH North East South West 4:30 PH 0.00 0.94 0.88 0.92 0.00 0.94 0.88 0.92 0 0 0 0 571 1057 0 1628 303 0 450 753 0 977 502 1479 Entire Intersection 0 0 0 0 571 1057 0 1628 303 0 450 753 0 977 502 1479 000 35 65 0 40 0 60 o 66 34 000 3S 6S 0 40 0 60 o 66 34 Site Code : I'A/RLP I-I Street: 100LIIIGRT ID I-S Street: l-'S{IAST) IIJTlll : CLIAl PALM IEACB COUHTY T1APPIC PAGE: I PILE: 41HOAJO Mo,etents b,: Pritar, DATE: 3/13/00 rile heill Proa Iorth IT ruu LT --_._-_._--------._---------------------------------~------------------------------------.--.---.-----.-.------------------------- Proa East IT TUU LT Vehicle Total Prot South iT TRIU LT 'rOll Vut IT TRIU LT --------------------------------------------------------------------------------------------------------------------------.------- 7:30 7:45 llR. rOTAL o 0 0 000 000 103 179 0 106 190 0 209 369 0 44 0 40 57 0 51 101 0 91 o 277 94 o 347 108 o 624 202 737 859 IS96 1:00AM 0 0 0 124 206 0 72 0 60 0306 94 862 8:15 0 0 0 106 210 0 76 0 55 0 J29 80 856 ~_~!!t~[_~~~\_________<:)_______________________l~______________________~~______________________~~______________________ \Je~..c\p DAY TOTn 0 0 0 439 785 0 249 0 206 0 12H 376 3314 PEAl PEIIOD AIALYSIS 'OR THE PERIOD: 7:30 AM - 8:30 AM DIIECTION STA1T flOft FEAl lOUR P EU HR PACrOR ........ YOLUftES ........ Rieht Thru Left Tot,l .... rucnrs ... Riebt Tbru Left --------.-----------------.-------------------------------------------------------------------- Borth Eut South lest 12:00 All 1:30 All 7: 30 All 7:30 All lorth lut South lest 7:30 !II 0.00 0.93 0.8& 0.90 0.00 O.H 0.86 0.90 0 0 0 0 439 185 0 1224 249 0 20& 4SS 0 1259 316 1635 Hntire Intersection 0 0 0 0 439 185 0 1124 249 0 206 455 0 1259 316 1635 o 0 0 36 64 0 S5 0 45 o 77 23 000 36 64 0 55 0 4S o 77 23 JIAMOND INTERCHANGE ANALYSIS SR~ .J r BETHESDA MEMORIAL HOSPITAL EXPANSION WOOLBRIGHT ROAD @ 1-95 (Existing Geometry) Growth RaIe = Peak Season = Buildout Year = Years '" 2.58% 0.98 2002 2 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru (W) Thru (E) RT LT Thru (W) Thru (E) RT Existing Volume (2000) 206 0 249 428 0 442 376 870 1,259 525 350 638 785 439 Peak Season Volume 202 0 244 419 0 433 368 853 1,234 515 343 625 769 430 Background (2004) 212 0 257 441 0 456 388 897 1,298 541 361 658 809 453 % Project Traffic 0% 0% 12% 10% 0% 0% 0% 20/ 12% 0% 12% 2% 14% 10% '0 Direction in in in in out out out out Project Traffic 0 0 27 22 0 0 0 4 27 0 7 1 8 6 Total 111 0 184 463 0 456 388 901 1,315 541 368 659 817 459 Critical Volume Analysis No. of Lanes 2 I 0 I FF I 2 I 0 I FF I I 2 I 2 I FF I I I 2 I 2 I FF Approach Volume 496 I 919 2,254 I 1,643 Per Lane Volume 16 I - r 0 r 142 I - I 0 388 .\ 257 I 431 I 0 I 368 T 224 I 225 I 0 North-South Critical Northbound Max '" 16 Southbound Max - 142 East-West Critical Eastbound Max = 431 Westbound Max = 368 Maximum Critical Sum 16 + 141 + 431 + 368 = 957 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru (W) Thru (E) RT LT Thru (W) Thru (E) RT Existing Volume (2000) 450 0 303 428 0 442 502 870 977 525 350 638 1,057 571 Peak Season Volume 441 0 297 419 0 433 492 853 957 515 343 625 1,036 560 Background 464 0 312 441 0 456 518 897 1,007 541 361 658 1,090 589 % Project Traffic 0% 0% 12% 10"10 0% 0% 0% 2% 12% 0% 12% 2% 14% 10"10 Direction in in in in out out out out Project Tl1lffic 0 0 11 9 0 0 0 2 11 0 30 5 35 25 Total 464 0 313 450 0 456 518 899 1,018 541 391 663 1,115 614 Critical Volume Analysis No. of Lanes 2 I 0 I FF I 2 I 0 I FF 1 I 2 I 2 I FF I I I 2 I 2 I FF Approach Volume 787 I 906 2,077 I 2,131 Per Lane Volume 142 - I 0 I 135 I - I 0 5t8 I 190 I 284 I 0 I 391 100 I 367 I 0 North-South Critical Northbound Max '" 142 Southbound Max '" 135 East-West Critical Eastbound Max '" 518 Westbound Max '" 391 Maximum Critical Sum 141 + 135 + 518 + 391 '" 1186 Notes: HFF" denotes free-flow turn "me p:\0443\0 100 1\{bmhexpan.x/s}woo/@i-95 (00) 7/10/0015:36 ..J 0 0......0 ~~~ WO...... 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Oi INTERSECTION ANALYSIS SHEET BETHESDA MEMORIAL HOSPITAL EXPANSION WOOLBRIGHT ROAD & SEACREST BOULEVARD (Existing Geometry) Growth Rate = Peak Season = Buildout Year = Years = 2.46% 1.24 2002 2 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (2000) 342 228 61 107 271 117 91 580 397 62 503 38 Peak Season Volume 424 283 76 133 336 145 113 719 492 77 624 47 Background (2004) 445 297 79 139 353 152 118 755 517 81 655 49 % Project Traffic 33% 9% 3% 0% 9% 0% 0% 0% 33% 3% 0% 0% Direction out out out In in in Project Traffic 18 5 2 0 20 0 0 0 74 7 0 0 RTOR Discount -10 -10 -10 -10 Total 463 302 71 139 373 142 118 755 581 88 655 39 Critical Volume Analysis No. of Lanes 1 I 2 I <0 I 2 <0 1 I 2 <0 1 2 I <0 Approach Volume 836 654 1,454 782 Per Lane Volume 463 I 187 I nJa 139 258 nJa 118 I 668 nJa 88 347 I nJa North-South Critical NB LT+SB TH= 721 SB LT+NB TH= 326 East-West Critical EB LT+WB TH- 465 WB LT+EB TH- 756 Maximum Critical Sum 721 + 756 = 1,477 , STATUS? OVER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (2000) 458 473 107 102 321 85 147 656 400 76 767 106 Peak Season Volume 568 587 133 126 398 105 182 813 496 94 951 131 Background 596 616 139 133 418 111 191 854 521 99 999 138 % Project Traffic 33% 9% 3% 0% 9% 0% 0% 0% 33% 3% 0% 0% Direction out out out in in In Project Traffic 83 23 8 0 8 0 0 0 31 3 0 0 RTOR Discount -10 -10 -10 -10 Total 679 639 137 133 426 101 191 854 542 102 999 128 Critical Volume Analysis No. of Lanes I 2 <0 1 I 2 I <0 I 2 I <0 I I 2 I <0 Approach Volume 1,455 660 1,587 1,229 Per Lane Volume 679 388 nJa 133 I 264 I nJa 191 698 I nJa 102 I 564 I nJa North-South Critical NB L T + SB TH 943 SB LT+NB TH- 521 East-West Critical EB LT+WBTH 755 WB LT+EBTH= 800 Maximum Critical Sum 943 + 800 = 1,743 STATUS? OVER 1 p:\044J\01001\{bmhexpall.xIsJwool~etJ (00) 7/10/00 JJ:J6 INTERSECTION ANALYSIS SHEET BETHESDA MEMORIAL HOSPITAL EXPANSION WOOLBRIGHT ROAD & SEACREST BOULEVARD (With Geometric Improvements) Growth Rate = Peak Season = Buildout Year = Years = 1.91% 1.24 2002 2 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volurne (2000) 342 228 61 107 271 117 91 580 397 62 503 38 Peak Season Volurne 424 283 76 133 336 145 113 719 492 77 624 47 Background (2002) 440 294 79 138 349 151 117 747 511 80 648 49 % Project Traffic 33% 9% 3% 0% 9% 0% 0% 0% 33% 3% 0% 0% Direction out out out in in in Project Traffic 18 5 2 0 20 0 0 0 74 7 0 0 RTOR Discount -10 -10 -10 -10 Total 458 299 71 138 369 141 117 747 575 87 648 39 Critical Volume Analysis No. of Lanes 2 I 2 I <0 I 2 <0 1 I 2 <0 I I 2 I <0 Approach Volume 828 648 1,439 774 Per Lane Volurne 229 I 185 I nfa 138 255 nfa 117 I 661 nfa 87 I 344 I nfa North-South Critical NB LT+SB TH= 484 SB LT+NB TH= 323 East-West Critical EB LT+WBTH- 461 WB LT+EB TH= 748 Maximum Critical Sum 484 + 748 = 1,232 STATUS? NEAR PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volurne (2000) 458 473 107 102 321 85 147 656 400 76 767 106 Peak Season Volume 568 587 133 126 398 105 182 813 496 94 951 131 Background 590 609 138 131 413 109 189 845 515 98 988 137 % Project Traffic 33% 9% 3% 0% 9% 0% 0% 0% 33% 3% 0% 0% Direction out out out in in in Project Traffic 83 23 8 0 8 0 0 0 31 3 0 0 RTOR Discount -10 -10 -10 -10 Total 673 632 136 131 421 99 189 845 536 101 988 127 Critical Volume Analysis No. of Lanes 2 2 <0 I T 2 I <0 I 2 <0 1 2 <0 Approach Volume 1,441 651 1,570 1,216 Per Lane Volurne 337 384 nfa 131 I 260 I nfa 189 691 nfa 101 I 558 nfa North-South Critical NB L T + SB TH - 597 SB L T + NB TH - 515 East-West Critical EB LT+WB TH- 747 WB LT+EBTH- 792 Maximum Critical Sum 597 + 792 - 1,389 STATUS? 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Seacrest Boulevard & 26th Avenue/Hospital Entrance Weekday AM Peak Hour Volumes Growth Rate: Peak Season: Buildout Year: Existing Year: Years of Growth: 1.91% 1.110 2001 2000 1 Seacrest Boulevard Seacrest Boulevard Hospital Entrance 26th Avenue Northbound Southbound Eastbound Westbound Descrtptlon Left Through Right Left Through Right Left Through Right Left Through Right Observed (6/28/00) 45 483 6 2 572 103 52 1 29 7 2 5 Peak Season Factor 1.110 1.110 1,110 1.110 1.110 1.110 1,110 1.110 1.110 1.110 1.110 1.110 1999 100th Highest 50 536 7 2 635 114 58 1 32 8 2 6 Growth 1,019 1.019 1.019 1.019 1,019 1.019 1,019 1,019 1,019 1,019 1,019 1.019 Future Base 51 546 7 2 647 116 59 1 33 8 2 6 Project Traffic Assignment 15% 52% 52% 8% 15% 8% Direction Enter Enter Exit Exit Enter Enter Project Total 9 0 0 0 0 32 8 1 9 0 5 0 Total 60 546 7 2 647 148 67 2 42 8 7 6 Seacrest Boulevard & 26th Avenue/Hospital Entrance Weekday PM Peak Hour Volumes Seacrest Boulevard Seacrest Boulevard Hospital Entrance 26th Avenue Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right Observed (6/28/00) 22 748 7 8 555 56 120 2 48 12 2 5 Peak Season Factor 1.110 1.110 1.110 1.110 1,110 1.110 1,110 1,110 1.110 1.110 1,110 1.110 1999 100th Highest 24 830 8 9 616 62 133 2 53 13 2 6 Growth 1.019 1.019 1.019 1.019 1,019 1,019 1,019 1.019 1.019 1,019 1.019 1.019 Future Base 24 846 8 9 628 63 136 2 54 13 2 6 Project Traffic Assignment 15% 52% 52% 8% 15% 8% Direction Enter Enter Exit Exit Enter Enter Project Total 4 0 0 0 0 15 40 6 4 0 2 0 Total 28 846 8 9 628 78 176 8 58 13 4 6 p,11U4J1JJ/OOJl{b",loap",uJ,/#G@26(2) 7/10100 15:12 Sea crest Boulevard & 26th Avenue/Hospital Entrance Weekday AM Peak Hour Volumes .1 . T Growth Rate: Peak Season: Buildout Year. Existing Year. Years of Growth: 1.91% 1,110 2002 2000 2 l: Seacrest Boulevard Seacrest Boulevard Hospital Entrance 26th Avenue Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right Observed (6/28/00) 45 483 6 2 572 103 52 1 29 7 2 5 Peak Season Factor 1.110 1.110 1.110 1.110 1,110 1,110 1.110 1.110 1,110 1.110 1,110 1,110 1999 100th Highest 50 536 7 2 635 114 58 1 32 8 2 6 Growth 1.039 1.039 1,039 1,039 1.039 1,039 1.039 1.039 1.039 1.039 1.039 1.039 Future Base 52 557 7 2 659 118 60 1 33 8 2 6 Project Traffic Assignment 15% 52% 52% 8% 15% 8% Direction Enter Enter Exit Exit Enter Enter Project Total 34 0 0 0 0 116 29 4 34 0 18 0 Total 86 557 7 2 659 234 89 5 67 8 20 6 l] '( seacrest Boulevard & 26th Avenue/Hospital Entrance Weekday PM Peak Hour Volumes j Seacrest Boulevard Seacrest Boulevard Hospital Entrance 26th Avenue Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right Observed (6/28/00) 22 748 7 8 555 56 120 2 48 12 2 5 Peak Season Factor 1.110 1,110 1.110 1,110 1.110 1,110 1,110 1,110 1,110 1.110 1,110 1.110 1999 l00th Highest 24 830 8 9 616 62 133 2 53 13 2 6 Growth 1.039 1,039 1,039 1.039 1,039 1.039 1.039 1.039 1.039 1.039 1,039 1.039 Future Base 25 862 8 9 640 64 138 2 55 14 2 6 Project Traffic Assignment 15% 52% 52% 8% 15% 8% Direction Enter Enter Exit Exit Enter Enter Project Total 14 0 0 0 0 48 131 20 14 0 7 0 Total 39 862 8 9 640 112 269 22 69 14 9 6 p.'1044JIOIOO/I{bmhupan.;d,/MtI@26 7/10100 15:12 HCS: Signalized Intersections Release 3.1c Inter: Seacrest Blvd & 26th Ave lUlalyst: KHA )a t e : 7 / 5 / 0 0 ~/W St: 26th Ave/Hospital Entrance City/St: Boynton Beach, Florida proj #: 044301001 Period: 2000 PM Peak Hour N/S St: Seacrest Boulevard SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R ~o. Lanes 0 1 1 0 1 0 LGConfig LT R LTR Volume 133 2 53 13 2 6 Lane Width 12.0 12.0 12.0 ~~TOR Vol 0 0 120 L TR 24 830 8 12.0 12.0 120 L TR 9 616 62 12.0 12.0 o o Juration 1. 00 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NB Left A Thru A A Thru A Right A A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 10.0 8.0 34.0 Yellow 0.0 4.0 4.0 All Red 0.0 0.0 0.0 Cycle Length: 60.0 sees Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LT 485 1616 0.31 0.300 16.6 B 16.2 B R 485 1615 0.12 0.300 15.4 B Westbound LTR 171 1281 0.13 0.133 23.3 C 23.3 C Northbound L 341 602 0.08 0.567 6.0 A TR 2043 3605 0.46 0.567 7.8 A 7.7 A Southbound L 271 479 0.04 0.567 5.8 A TR 2017 3560 0.37 0.567 7.3 A 7.2 A Intersection Delay = 8.6 ( sec/veh) Intersection LOS = A RCS-Signals 3.1c File:~-26am01.hcs Page 1 RCS: Signalized Intersections Release 3.1c Inter: Seacrest Blvd & 26th Ave Analyst: KHA )ate: 7/5/00 3/W St: 26th Ave/Hospital Entrance City/St: Boynton Beach, Florida proj #: 044301001 Period: 2001 AM Peak Hour N/S St: Seacrest Boulevard SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R .'Jo. Lanes 0 1 1 0 1 0 1 2 0 i.JGConfig LT R LTR L TR Volume 67 2 42 8 7 6 60 546 7 wane Width 12.0 12.0 12.0 12.0 12.0 ~TOR Vol 0 0 0 120 L TR 2 647 148 12.0 12.0 Duration o 1. 00 Area Type: All other areas Signal Operations 3 4 Phase Combination 1 EB Left A Thru A Right A Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Cycle Length: secs Intersection Performance Adj Sat Ratios Flow Rate (s) 2 A A A 10.0 4.0 0.0 60.0 Appr/ Lane Grp Lane Group Capacity v/c g/C NB Left Thru Right Peds Left Thru Right Peds Right Right 5 A A A 6 7 8 SB EB WB A A A 42.0 4.0 0.0 Summary Lane Group Approach Delay LOS Delay LOS Eastbound LT 226 R 269 Westbound LTR 246 Northbound L 402 TR 2522 Southbound L 544 TR 2456 1357 1615 0.34 0.17 1475 0.10 574 3603 0.17 0.24 777 3509 0.00 0.36 Intersection Delay = 5.1 0.167 0.167 0.167 0.700 0.700 0.700 0.700 ( sec/veh) 23.0 21.8 21.4 3.3 3.3 2.7 3.7 c c c 22.5 c 21.4 c A A 3.3 A A A 3.7 A Intersection LOS = A HCS-Signals 3.1c File:r-26pm01.hcs Page 1 HCS: Signalized Intersections Release 3.1c Inter: Seacrest Blvd & 26th Ave Analyst: KHA Jate: 7/5/00 E/W St: 26th Ave/Hospital Entrance City/St: Boynton Beach, Florida proj #: 044301001 Period: 2001 PM Peak Hour N/S St: Seacrest Boulevard SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R ..-To. Lanes 0 1 1 0 1 0 1 2 0 LGConfig LT R LTR L TR Volume 176 8 58 13 4 6 28 846 8 Lane Width 12.0 12.0 12.0 12.0 12.0 RTOR Vol 0 0 0 1 2 0 L TR 9 628 78 12.0 12.0 o Duration 1. 00 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NB Left A Thru A A Thru A Right A A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 10.0 8.0 34.0 Yellow 0.0 4.0 4.0 All Red 0.0 0.0 0.0 Cycle Length: 60.0 secs Intersection Performance Summary Appr / Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LT 487 1623 0.42 0.300 17.4 B 16.9 B R 485 1615 0.13 0.300 15.4 B Westbound LTR 169 1271 0.15 0.133 23.4 C 23.4 C Northbound L 327 577 0.09 0.567 6.1 A TR 2043 3605 0.46 0.567 7.8 A 7.8 A Southbound L 265 468 0.04 0.567 5.8 A TR 2012 3550 0.39 0.567 7.4 A 7.3 A Intersection Delay = 9.0 (sec/veh) Intersection LOS = A HCS-Signals 3.1c File:'-16am02.hcs Page 1 HCS: Signalized Intersections Release 3.1c Inter: Seacrest Blvd & 26th Ave lmalyst: KHA Jate: 7/5/00 Z/W St: 26th Ave/Hospital Entrance City/St: Boynton Beach, Florida proj #: 044301001 period: 2002 AM Peak Hour N/S St: Seacrest Boulevard Eastbound L T R SIGNALIZED INTERSECTION SUMMARY Westbound Northbound L T R L T R Southbound L T R \/'0. Lanes 0 1 1 0 1 0 LGConfig LT R LTR Volume 89 5 67 8 20 6 :"ane Width 12.0 12.0 12.0 .~TOR Vol 0 0 120 L TR 86 557 7 12.0 12.0 120 L TR 2 659 234 12.0 12.0 o o Ouration 1. 00 Area Type: All other areas Signal Operations 3 4 Phase Combination 1 EB Left A Thru A Right A Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Cycle Length: A A A 10.0 4.0 0.0 60.0 2 NB Left Thru Right Peds Left Thru Right Peds Right Right SB EB WB sees Intersection Performance Adj Sat Ratios Flow Rate (s) ~ppr / Lane Grp Lane Group Capacity v/c g/C 5 A A A 6 7 8 A A A 42.0 4.0 0.0 Summary Lane Group 24.1 22.4 21.6 3.7 3.3 2.7 3.9 Approach Delay LOS Delay LOS Eastbound 1350 1615 1544 508 3603 767 3468 0.47 0.28 0.15 0.27 0.25 0.00 0.41 Intersection Delay = 5.9 0.167 0.167 0.167 0.700 0.700 0.700 0.700 (sec/veh) C C 23.4 C LT 225 R 269 Westbound LTR 257 Northbound L 356 TR 2522 Southbound L 537 TR 2428 C 21.6 C A A 3.4 A A A 3.9 A Intersection LOS = A HCS-Signals 3.1c File: ~26pm02.hcs Page 1 HCS: Signalized Intersections Release 3.1c Inter: Seacrest Blvd & 26th Ave Analyst: KHA Date: 7/5/00 E/W St: 26th Ave/Hospital Entrance City/St: Boynton Beach, Florida proj #: 044301001 Period: 2002 PM Peak Hour N/S St: Seacrest Boulevard SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R ~o. Lanes 0 1 1 0 1 0 1 2 0 LGConfig LT R LTR L TR Volume 269 22 69 14 9 6 39 862 8 Lane Width 12.0 12.0 12.0 12.0 12.0 RTOR Vol 0 0 0 120 L TR 9 640 112 12.0 12.0 o Duration 1. 00 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NB Left A Thru A A Thru A Right A A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 10.0 8.0 34.0 Yellow 0.0 4.0 4.0 All Red 0.0 0.0 0.0 Cycle Length: 60.0 sees Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LT 488 1626 0.66 0.300 21.7 C 20.6 C R 485 1615 0.16 0.300 15.6 B Westbound LTR 165 1239 0.20 0.133 23.8 C 23.8 C Northbound L 307 542 0.14 0.567 6.3 A TR 2043 3605 0.47 0.567 7.9 A 7.8 A Southbound L 259 457 0.04 0.567 5.8 A TR 2000 3530 0.42 0.567 7.5 A 7.5 A Intersection Delay = 10.2 (sec/veh) Intersection LOS = B DEVELOPMENT DEPARTMENT MEMORANDUM NO. PZ 00-184 SITE PLAN REVIEW STAFF REPORT PLANNING AND DEVELOPMENT BOARD AND CITY COMMISSION July 5, 2000 DESCRIPTION OF PROJECT Project Name/No.: Bethesda Hospital ERlORlPeds/Lobby Expansion and Renovation NWSP 00-007 Property Owner: Bethesda Memorial Hospital Applicant/Agent: James Bellucy, Bethesda Memorial Hospital Location: 2815 South Seacrest Boulevard (West of Seacrest Boulevard and South of SW 26th Street) Land Use/Zoning: Public & Private Governmental/Institutional (PPGI)/ Public Usage District (PU) Type of Use: Hospital Project size: Area to be Renovated: Area of New Construction: Total Area of the Hospital: Total Area of the Site: 86,625 square feet 88,442 square feet 593,434 square feet 24.22 acres (1,055,195 square feet) Existing Parking: 1184 Spaces Adjacent Uses: (see Exhibit "A" - Location Map) North - Right- of- way for SW 26th Street and farther north a medical office building (Bethesda Professional Plaza) zoned C-1, the hospital daycare center and hospital parking lots; South - Right- of- way for SW 3rd Street and farther south an assisted living facility (Boulevard Manor) zoned C-1; East Right-of-way for Seacrest Boulevard and farther east a variety of medical offices zoned C-1; and West - Single-family homes zoned R-1-M Site Characteristics: The site is fully developed as the Bethesda Memorial Hospital. The proposed four-story addition is located at the front entrance of the building. Demolition and site reconstruction is required to accommodate the renovation and addition. Proposal: The developer, Bethesda Memorial Hospital, proposes to construct an 88,442 square foot, four-story addition to the front of the existing hospital. The expansion and renovation will affect the emergency room, operating room, pediatrics and the hospital lobby. (See Exhibit liB" - Proposed Site Plan). Concurrency: a. Traffic- A traffic statement for the project has not been submitted. Prior to final approval, staff must receive confirmation from Palm Beach County's Traffic Division regarding Page 2 Bethesda Hospital ER/OR/Peds/Lobby Expansion & Renovation- Site Plan Review Staff Report Memorandum No. PZ 00-184 b. Drainage- Driveways: Parking Facility: Landscaping/ Buffering Building and Site: standards compliance. Conceptual drainage information was provided for the City's review. The Engineering Division has no additional comments regarding drainage. Specific drainage solutions will be finalized at time of permit review. The main entrance to the hospital is off of SW 26th Street. No entrance drive modifications are proposed. The hospital and ancillary uses require a total of 750 parking spaces, A total of 1183 parking spaces are provided both on and off site. This includes 29 handicapped spaces provided by the hospital. The proposed addition will require the relocation of some parking spaces on site. No additional spaces will be provided. The landscaping for the main entrance area will be fully enhanced to include a variety of plant material and a decorative circular fountain. Plant material includes several types of palm trees, a Gumbo Limbo tree, two (2) Oak trees and numerous flowering shrubs and ground cover. Several of the existing trees on site will be relocated within the new landscape area. The landscaping on the site will exceed the code requirements when staff comments are incorporated. Site regulations will be fully met when staff comments are incorporated into the permit drawings. Community Design: The design and colors for the hospital addition will match the existing building. The new main entrance fa<;ade will consist of an aluminum framed glass curtainwall with stucco accent features. Signage: RECOMMENDATION: No new signage is proposed for this site. Staff recommends that this site plan request be approved, subject to the comments included in Exhibit "C" - Conditions of Approval. The Technical Review Committee (TRC) recommends that the deficiencies identified in Exhibit "C" be corrected on the set of plans submitted for building permit. xc: Central File LG \\CHIMAIN\SHRDATA\Planning\SHAREDlWP\PROJECTS\Bethesda ER-Peds-Lobby Expansion\STAFF REPORT Bethesda ER-Peds-Lobby doc.doc LOCATION MAP-- BETHESDA HOSPITAL EXPANSION EXHIBIT A Li.rUl.~ ~ -- i f t OL- BRIGHT :lLAC E 11 . ., _..-....-- - t . - .--t \, t + . Ii C3 I .' I. , ~ "'I~L~(~L-=- I 'I' L-l ~ ! , i [:-3;/ I, .......----. -- , / 1 r 1----- __ ,': fl-~--)~: I ~/ t ],: r-j:' i ~I I~~ : r L-- - ~ ,;R~ U U I .i'"R'S/': ~ ,REC -~ ~".' I "f" _w-' , . . - . - -.lTr~-, -"..- 4_ -- ...... ; H_ _L __ MILES - --.. +.;- I \ . ,-~t' \' I t '\~ , \ \ ',~ \ '---t- \ \ t ~ s \\\\\\ \11 \ 0\ \'\\ \\. . 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Tnnll). :>Q . ~ ~ ~ it' \\\ l:: ~ ~ ~ ~ ~ Gl CITY OF BOYNTON BEACH DEVELOPMENT DEPARTMENT 100 East Boynton Beach Blvd. P. O. Box 310 Boynton Beach, Florida 33425-0310 PLAN REVIEW COMMENTS PLEASE NOTE THAT THE EFFICIENCY BY WHICH YOU RECEIVE YOUR PERMIT DEPENDS ON YOUR RESPONSE TO THE CONTENTS OF THIS DOCUMENT. IT IS RECOMMENDED THAT YOU CAREFULLY READ AND CORRECTLY RESPOND TO ALL ASPECTS OF THIS DOCUMENT. COMMENTS: For permit application number: Project Name or Address: REVIEWED BY: 00-822 Bethesda Hospital Department and/or Division: Planning and Zoning Name of Reviewer: Jose Alfaro Trade: Phone # (561) 742-6260 ext. Fax # (561) 742-6259 Date Started Review: 03/03/00 Type of Review: Which Review: COMMENT DISTRIBUTION: ~ 1st D 2nd D 3rd D 4th D Other __ Person identified on the application to receive comments: Name Phone # Fax# (area code:561) (area code:561) ext.O Date(s) reviewer called: Person who received the call THE FOllOWING AREA SHAll BE FillED-IN IN THE PRESENCE OF THE PLANS ANALYST AND/OR PERMIT CLERK: COMMENTS/PLANS PICKED UP: Comment(s) reed. by print name and date: OR Plans/Comments reed. by print name and date: Page 2 of2 151 2nd 3rd 4th Plan Review comments for Permit Application # 98- Your permit application and supporting documentation do not comply with the City of Boynton Beach Code of Ordinances. Prior to receiving a permit to construct or install the requested improvements the plans and documents shall be amended to show compliance with the below listed comments. Prior to making the changes to the plans and/or documents please read the attached Submittal of Corrected Plans form. This form contains important information relative to amending documents and submitting corrected plans and/or documents. Questions regarding the comments may be directed to the reviewer named above. If a conference is necessary, please schedule an appointment with the reviewer. Please note that additional comments may be generated following staff review of the amended plans. Timely approval of your project is dependent upon your prompt and correct response to the information provided in this document. Find attached, a form titled Submittal of Corrected Plans, this document shall be properly completed and stapled to the file copy of the corrected plans when submitting them to the Plans Analyst. 1- Provide exterior color schedules for both existinQ and proposed walls. Jose 2 Facsimile - -- - - - - - - - - - TRANSMITTAL CITY OF BOYNTON BEACH 100 E. BOYNTON BEACH BOULEVARD P.O. BOX 310 BOYNTON BEACH, FLORIDA 33425-0310 FAX: (561) 742-6259 PLANNING AND ZONING DIVISION to: fax #: date: from: re: pages: G1/rr; &f/L:Y C &-~~c:<:L ~ ,"" 'h.-/ r ? 5.s- - 700b -;2- d( / 00 T"1 ; f.[r :K\...J Y'Y"l D f , I' ,_~ ~ r"., r- ~ orr J:C:-.;&.tM ..... 7:-- fVI n;t.~. ~ C n r. v,~ ty}~ t"....".~ l)(""rt'h;1 . . ' I I '" ~ 1t!..)(.)I'~ r.. re...o,IJ5cD (e~ .s-f~-h"t niL 11c..'YV\ cbCI "'T Y'~ o-.k.i2..f2 6. ..;-(e a-~",= -;-Ie /lei!. hU ,,f AcrfJ, ,,;U". Xcs.e ~ YCJ~..s e. J~'r:~{ f~ ~rc:e <2-l<-c>-C-+ r~~ Ge _, including covet s~eet. e~{ 5J ' ,I't. c::~ v~.f-~ ~ s//U/c:, (JYi'IA--~ j9C<.y ~s ;i cf(..sc-r de ) /)c-r~e.fiP ~~ h~ e=~ ~L~,O 6-<:/2d2~ Phor.s. {,c---r ~ j::'nq,j i 1"/""'" h, u<,- "'-" y 'lues lion 5 6- ndl G../I~~ "- rv J.. d"- I' ~<",Q rI~ cC"C<.--r71~ . ?~5 c.. 0...& p r~;cf)~ 0.... -.S~ ~~~ ~ r 4c- G f)~ ~ -fGc:.-~.-~( ~ fie.. 6-n."P ~~ .:i:-~'m, (,...) ('{ K-s;c r.-..r;Z'- #'- ~)c-. ~ G L/' (',c rr AVo^- ofdc k.5;> I k-/. ,c- -rt~1;S ,f;/--T P, ' ~. ./ fYJ;& ~ " 1 . . JI. . Planning and Zoning Division City of Boynton Beach Boynton Beach, Florida 33425 " -' / 742-6260 Fax: 742-6259 - - - - Bethesda Memorial Hospital March 2, 2000 ~ R (p) Ii! U ~J ~ .Q.. n LEi \!J ~ ....-.. ~ I I \ 'i;1 I . 3 '1ni:O. ': q -. (!, ' ~ , Michael W. Rumpf Director Planning & Zoning City of Boynton Beach Department of Development 100 E Boynton Beach Boulevard Boynton Beach, Florida 33425 - PLANNiNG P.ND ZONING DEPT. Dear Mr. Rumpf: This letter is written to address the items that you requested from the hospital on February 29, 2000, reference project, P-10-F (Patient Floor Expansion). We will be adding fifty additional patient rooms, however, we will not be adding any additional beds, The Hospital's licensed bed count has been 362 for the last 15-20 years and will remain at that count. Enclosed with this letter are four (4) pages that indicate the bed counts by floors and semi-private and private rooms. Architecturally, the expansion building design conforms to the rest of the building. The column lines and beam lines are consistent with the existing building. The painting scheme will remain the same. If there are any questions, please feel free to contact me at 737-7733 x 4709. Very truly yours, d~n mes Bellucy Assistant Director of Engineering Construction Coordinator J Blvnt encl 2815 South Seacrest Boulevard. Boynton Beach, Florida 33435. (561) 737-7733 Facsimile TRANSMITTAL CITY OF BOYNTON BEACH 100 E. BOYNTON BEACH BOULEVARD P.O. BOX 310 BOYNTON BEACH, FLORIDA 33425-0310 FAX: (561) 742-6259 H/I /J/ f) @J V&:ftZD PLANNING AND ZONING DIVISION to: fax #: date: from: re: pages: ~b fb0e/V! '::/;~ 4 ~~l 3~'1- T3~2 () 1-- () l---OO ~~A HduVI ~~ (1afLit-f/G ~tlA f!~pdJ ~ap$(~ ;fJw ?Jo -iJO 7- ;2" including cover sheet. r. y r~ do/;, adadfcl ijJ ?L M-f't (7-- ~ Ii/it '<;10<0 c;- ~ ~ . Itu abo><f ~R.,rocL f'R-Old- --+ h~ Jd~,kd ~fvd Mm~ r~ ~ (j(JhcLcI:1~ (f :+fYL~~, Planning and Zoning Division City of Boynton Beach Boynton Beach, Florida 33425 742-6260 Fax: 742-6259 e7/e5/2eae 13:51 5613 FIRE LIFE SAFf I I I &,.rr. !'e.d ~ ~ FLOW TESr PAGE 62 'o'fY"'o, ~._~.. '''~' I - ~ \ 14.{ , \ a:' ,~\^~ J l~~ j ':<,"/ . ') , ..) . . . Y-. I , Request Dat~: 6/27/00 Cor pany: Bethesda Memorial Hospital I ., Requested From: Jim Bellucy 28155, Seacrest Blvd j Telephone N~mber: 737.7733 x4454 Boynton Beach, Fl 33435 :1 Facsimile Number: 735-7006 ., 1 'j Loc.tion: S.acrest Blvd & SW 23rd Ave ! :i * DIAGRAM * (lhclude direction, street names, hydrant locations intersections and main sizes) ~ '1 I I S T i E ! SW 23fd Aver A .J U8 I C R N i E S H#O 2815 T Bethelda .1 Memorl.1 B , Hospital I HM l I V I 0 .i ; ~ Hydrant 1: St.\abC Reading: 58 psi R ~sidual Reading: 48 psi I Hydrant 2: Assign Date: Tested By: Flpw Reading: i 6/30/00 l ,I FA III Woznick 46 PSI ~ 1141 gpm , I I AVAILABLE PPM AT 20 PSI RESIDUAL: 23 'I I ! I 6/30/00 e Tested: 10:00 hours. 07/e5/20ee 13:51 5613{ 2 FIRE LIFE SAFE I PAGE eJ~ 'oV!Ji'6, ~ ~iI. '.1--' I " '\ 14.( . \a:' ~),.: .l~~:: J '-:f/ (.{) , oJ , . . ...., ~ 8'Md ~ A'u~..t' FLOW TESr , , Request Dat~: 6/27100 I I Requested From: Jim Bellucy ~ 1 Telephone N~mber: 737-7733 x4454 :1 Facsimile Number: 735-7006 ., , J Co pany: Bethesda Memorial Hospital 2815 S. Seacrest Blvd Boynton Beach, FL 33435 Location: S 1 acres! Blvd & SW 23,d Ave 'i <lpcJude direction. street names, hydrant locations intersections and main sizes) \ ; S T , ! E , ; SW 23'd Aver A :: U8 ; C I R N I E 1 ! S .i HIO T I 2815 ,\ ! Bethe.da I Memorial Hospital B H#8 L I V I 0 , .j ~ Hydrant 1: s+tiC Reading: 58 psi R ~sidual Reading: 48 psi * DIAGRAM * Hydrant 2: Flpw Reading: 46 PSI = 1141 gpm Assign Date: J,ao/oo l ' Tested By: FP III Woznick 6/30/00 e Tested: 10:00 hours, , I I AVAILABLE pp~ AT 20 PSI RESIDUAL: 23 m I I JU~,15.200e 2:09PM HDR ARCH OMPHQ NE (402)399 1345 NO,2?0 P.l H1"1 June IS, 2000 :) I . --." 1 fD1 1m . @~-,~~UJ~'=~'1 fnl.n. ,! , 1 ,..I!, In, ; ". I'.' I ! i~ I; JUN 5 . Ms. Lusia Galav City of Boynton Beach 100 E. Boynton Beach Boulevard Boynton Beach, Florida 3342S~0310 RE: Bethesda Memorial Hospital P-18 - ERlORJPedslLobby Expansion and Renovation HDR Project No.: 01521-006-001 Dear Ms, Galav: I Per our phone conversation of June 15, 2000iplease reschedule Olu Technical Review for 10:00 ~ . a.m. on June 20 to 9:00 a,m. on June 27 J 2000 for the above referenced project. I If you have any questions or conunents please call me at (402) 399-1136. Sincerely, 7;qbirecture. Ine Gary A. Spring4'9- Senior Vice President Project Manager c: Jim Bellucy File. 1!2J060J 7671 I GAS/mg Phone II Fax 1/ b7P 'f Z. ~ Z91 Ftxll Employee Owned 8404 Indian l"IiIIs Orive Omahil, Nebr.,ske 68114-4049 Telephone 402 399-1000 Arch itectu re Engin..ring Planning HDR An:llitecture, Inc. FROM: DEPARTMENT OF DEVELOPMENT BUILDING DIVISION MEMORANDUM NO. 00-198 Michael Rumpf, Director of Planning and Zoning ~ r. Michael E. Haag, Building Code Administrator '/0"'>--' ;' /) ':0_ ! II} /"'0.' ,I ~')/ !....~:. /," JU( '- TO: DATE: June 30, 2000 RE: Bethesda P-18 ER/OR/PedslLobby Expansion & Renovation -New Site Plan (NWSP 00-007) 2nd review comments We have reviewed the subject plans and recommend that the request be forwarded for Board review with the understanding that all remaining comments will be shown in compliance on the working drawings submitted for permits. Buildine Division (Site Specific and Permit Comments) - Michael E. Haa~ (561) 742-6352 1. At time of permit review, submit signed and sealed working drawings of the proposed construction, The maximum size drawing allowed is 30" by 42". [Departmental Policy, Section A. 1. page A-4] 2. At time of permit review, provide detailed drawings and documentation on the plans that will verify the accessible route that is shown from the accessible parking spaces to the accessible building entrance is in compliance with the regulations ofthe Florida Accessibility Code for Building Construction, The documentation shall include, but not be limited to, identifying the type of material proposed for the route, type of surface finish, width, cross slope, slope and length of the entire accessible route including, where applicable, landings, ramps and handrails. 3. The minimum scale allowed for building drawings is 1/8" = 1 '0", Amend the drawings accordingly. [Departmental Policy, Section B, 1. c, page A-4] 4. Within the site data found on sheet C-2, identify the proposed finish floor elevation of the proposed building (lowest floor elevation). Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following Issues: a) The design professional-of-record for the project shall add the following text to the site data: "The proposed floor elevation _' _ NGVD is above the highest 100-year base flood elevation applicable to the building site, as determined by the South Florida Water Management District's surface water management construction development regulations." [Section 3107.1.2, Chapter 31 of the Boynton Beach amendments to the 1997 edition of the Standard Building Code] b) From the FIRM map, identify the title of the flood zone that the building is located within, Where applicable, specify the base flood elevation. Ifthere is no base flood elevation, indicate that on the plans. Building Division Memo No. 00-198 to Michael Rumpf RE: Bethesda P-18 ERlORlPeds/Lobby Expansion & Renovation - New Site Plan (2nd review) June 30, 2000 Page Two c) Identify the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the site plan, floor plan and civil plan. 5. Compliance with the Building Codes will be evaluated at time of permit review, The permit fee, water and sewer facility fees, Fire and Life Safety fees, County fees and State fees will be determined at time of permit review. 6, Permits are required to construct the improvements that are shown on the approved site plan/conditional use documents, Permit application forms are available in the Building Division of the Development Department. A permit submittal checklist is available in the Building Division. The list identifies the basic documents that the Plans Analyst checks for when an applicant submits for permit review. MEH:bg J:\SHRDA T A \Development\Building-6870\Documents\TRC\NWSP 00-007 2nd review BeIhesda P-18 ER-OR-Peds-Lobby Expansion & Renovation,doc June 12,2000 li)~ City of Boynton Beach 100 E. Boynton Beach Boulevard P,O. Box 310 Boynton Beach, Florida 33425-0310 PLANNING AND ZONING DIVISION RE: Bethesda Memorial Hospital P-18 ERJORJPeds/Lobby Expansion & Renovation I ST Review Comments (NWSP 00-007) The following responses are in regards to review comments dated May 26, 2000 on the above referenced project: Item Comment / Response GENERAL COMMENTS 1. All utility easements shall be shown on the rectified site plan and landscape drawing so that we may determine which trees may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future. (LOR Sec. 7.5-18.1) gives public utilities the authority to remove any trees that interfere with utilitv services, either in utility easements or Dublic riahts-of-wav. Response: There are no utility easements in the area of new landscape plantings. The existing easements are noted on the various site plans. 2. Palm Beach County Health Department permits may be required for the water and sewer systems servin.a this proiect (CODE Sec. 26-12). (See also Comments #4 throuqh #6 below.) Response: BMH will acquire all necessary permits for this project. 3. Since additional beds/toilet facilities are being added, the CODE Sec. 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within 30 days of site plan approval, whichever comes first. This fee will be determined based upon final meter size, or expected demand of the added facilities. Response: The capacity reservation fee will be paid by BMH upon request from the City. SPECIFIC CONDITIONS 4. ft the water and sewer lines are to be owned and operated by the City, they 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). ft water and sewer lines are to remain private, an agreement to that effect will be required stating that the hospital facility will take full responsibility for the operation and maintenance of the utilitv lines. Response: BMH owns and operates the water line from the meter in. There is no new water in this project. BMH owns and operates the sewer lines from the property line in. Employee.owned 8404 Indian Hills Drive Omaha, Nebraska 68114-4049 Telephone 402-399-4835 Fax 402-399-1398 E-Mail klarsen@hdrinc com HDR Architecture, Inc. Item Comment 1 Response 5. Site Plan reflects the new 10-inch sanitary sewer connecting to an existing lift station within Seacrest Boulevard. This is in error, and existing drop manhole would be appropriate as an identification tag. Response: The label has been changed as recommended by the City. 6. Provide an acceptable detail of the sanitary sewer through the "soakage pit"; reflect what changes to the drainage "soakage pit" will be made and what effect this will have on the storm drainaae calculation. Response: The detail has been added to Sheet C-4. Sheet C-4 has been added to the TRC review set. The affect on the soakage pit is negligible. 7. Add a note that the pavement repair over the new sanitary line shall be repaired per Utilities Department Standard Detail G-7. Response: The note has been added to Sheet C-2. 8. Appropriate backflow preventer(s) will be required on the domestic water services to the building addition (if not currently available), and the fire sprinkler line if there is one, in accordance with CODE Sec. 26-207. Response: There is no new water in this project. 9. 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 CODE Sec. 26-15. Response: Sheets C-2, 0-1 and 0-2 have been submitted for review. 10. A scaled drawina showina the site drainaae Dlan shall be submitted (LOR Chao. 4 Sec. 7F). Response: A sealed drawing has been submitted with this response. 11. Utility related construction shall be in accordance with the standards of the Utilities Department's Desion Handbook. Response: This note has been added to Sheet C-2. FIRE 12. A fire hvdrant flow test is reauired. (LOR 6-16) Response: BMH will have a fire hydrant flow test performed. 13. The location of hydrants/main sizes and Fire Department sprinkler connection must be shown. (LOR 6-16). Response: The fire hydrants are currently shown. The main sizes and fire dept. connection will be shown on the final Construction Documents. 14. Porte Cochere shall have minimum vertical clearance of 13 feet 6 inches. fNFPA 1-3-5.2) Response: Canopy over vehicle loading area has 16'-8" clear. Canopy over pedestrian walk has 10'-4" clear. 15. Helicopter landina pad plan submittal reauired separatelv. Response: The helipad is to remain as existing. POLICE Comments: None Employee-owned 8404 Indian Hills Drive Omaha, Nebraska 68114-4049 T eiephone 402-399-4835 Fax 402-399-1398 E-Mail klarsen@hdrinc.com HDR Architecture, Inc. Item Comment / Response ENGINEERING DIVISION 16. On the Site Plan add a general note that all plans submitted for specific permits shall meet I the City's code requirements at time of application. These permits include, but are not limited I to the following: site lighting, paving, drainage, curbing, landscaping and irrigation. Permits required from other permitting agencies, such as FOOT, P8C, SFWMD, P8CDERM, L WOO, FDEP and anv others shall be included with the permit request. Response: The note has been added to Sheet C-2. 17. Add a note to the Site Plan that all striping, markings, and signage shall conform to City Standard Drawing 8-98001. Correct the width of the handicap stall son the Site and Landscape Plans to be 12 feet wide. Response: The note has been added to Sheet C-2. The handicap stall width has been revised. 18. ft van accessible handicap stalls are designed, the width of the crosshatched aisle shall be 8 feet and the parking stall - 9 feet each. It is recommended that the van accessible stalls be located on either side of the pedestrian walkway for the shortest accessible route to the front entrance. ! Response: Sheets C-2, C-3, and C-4 have been revised per this comment. 19. Add a note that the sanitary sewer trench repair shall be done in accordance with City Standard Drawina 8-98002. Response: The note has been added to Sheet C-2. 20. i Provide a typical cross-section through the reconstructed entrance and the handicap parking i areas with soecifications regarding the new subarade, base and asohalt thickness. I Response: Access from accessible entrance to accessible parking is shown on Sheet C-2. Details of subgrade, base and asphalt thickness are shown on Sheet C-4. 21. 8y locating an even number of handicap spaces on both sides of the proposed pedestrian path, some saving of space can be accomplished by using one common accessibility path (5 feet or 8 feet) for every two handicapped spaces. Response: Sheets C-2 and C-3 have been revised per this comment. 22. Provide an acceotable detail of the sanitary sewer throuah the "soakina oW'. Response: The detail has been added to Sheet C-4. Sheet C-4 has been added to the TRC review set. 23. Provide a plan view of temporary handicap spaces within the 24 soace oarkina area. Response: A typical handicap parking space layout has been added to Sheet C-4. It will be noted that the spaces are to be laid out per that detail on our temporary construction (APH drawing series) submitted with final Construction Documents. BUILDING DIVISION 24. Show and label on the Level 1 floor plan for the handicap accessible entrance door(s) to the buildin.a. I Response: Sheets A1-1 and A1-2 have been revised to reflect accessible entrances. I 25. I The site data indicates that 30 accessible parking spaces are provided for the subject facility. Fourteen (14) spaces are shown. Add a labeled symbol to the site plan that identifies the location of the remaining sixteen (16) handicap accessible parking spaces. The accessible ! parking spacers) that serve a use shall be located on the shortest safely accessible route of I travel from adiacent oarkinq to an accessible entrance. The Florida Accessibility Code for! HDR Architecture, Inc. Employee-owned 8404 Indian Hills Drive Omaha, Nebraska 68114.4049 Telephone 402-399-4835 Fax 402-399-1398 E-Mail klarsen@hdrinc.com Item Comment / Response Building Construction states that buildings with multiple accessible entrances shall have accessible parking spaces dispersed and located closest to the accessible entrance. State on the site plan that the total spaces provided equals all parking spaces that are located on the hosoital site, includina Darkina SDaces for the hospital that are located off site. Response: The existing handicap spaces are now noted on Sheet C-O. 26. Add a labeled symbol to the site plan that represents and delineates the path of travel for the accessible route that is required between the accessible parking spaces and the accessible entrance door(s) to the building. The symbol shall start at the accessible entrance door(s) to the building. The symbol shall represent the location of the path of travel, not the location of j the detectable warning or other pavement markings that are required to be installed along the path. The location of the accessible path shall not compel the user to travel in a drive/lane area that is located behind parked vehicles. Identify on the plan the width of the accessible route (Note: The minimum width required by the code is forty-four (44) inches). Add text that would indicate that the symbol represents the accessible route and the route is designed in compliance with Section 4.3 (Accessible Route) and 4.6 (Parking and Passenger Loading Zones) of the Florida Accessibility Code for Building Construction. This documentation shall include, but not be limited to, Drovidina finish grade elevations alona the Dath of travel. Response: A symbol for the accessible path from the parking area to the front door has been added to Sheet C-2. 27. Within the site data found on sheet C-2, identify the proposed finish floor elevation of the proposed building (lowest floor elevation). Verigy that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: a. The design professional of record for the project shall add the following text to the site data: 'The proposed floor elevation _ NGVD is above the highest 100-year base flood elevation applicable to the building site, as determined by the South Florida Water Management District's surface water management construction development I regulations." (Section 3107.1.2, Chapter 31 of the Boynton Beach amendments to the 1977 edition of the Standard Building Code). b. From the FIRM map, identify the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. ft there is no base flood elevation, indicate that on the plans. c. Identify the floor elevations that the design professional has established for the building within the foot print of the building that is shown on the site plan, floor plan and civil plan. Response: a) The following note has been added to the site data: "The proposed floor elevation of 25.0 feet Mean Sea Level (U.S.C.&G datum) is above the highest 100 year base flood elevation applicable to the building site, as determined by the South Florida Water Management District surface water management regulations, based upon 'Permit Summary Sheet' (by Alan Leavens) in Permit file 84-100-S the 100 year stage elevation is 22 feet." (Please see 27(c.) below.) b). The NFIP FIRM maps indicate this site lies in Flood Zone C, described as 'areas of minimal flooding'. (Reference Community Map/Panel No. 120196 0003 C, revised September 30, 1982.) c.)The proposed lowest floor elevation (Lower Level) is 25.0 feet MSL, which matches and will be connected to the existing lower level. The proposed ground floor elevation is 37.07 feet MSL, which also matches the existing ground floor elevation. 28. The building is not being reviewed for compliance with the applicable building codes. Therefore, add the words "Conceptual Floor Plan" below each drawinq of a floor plan. ReSDonse: This note has been added to all floor plans. Employee-owned 8404 Indian Hills Drive Omaha. Nebraska 68114-4049 Telephone 402-399-4835 Fax 402-399-1398 E-Mail klarsen@hdrinccom HDR Architecture, Inc. Item Comment / Response 29. Define the limits of the proposed construction by adding a labeled symbol to each floor plan drawinq that delineates the perimeter of the work area. Response: The following note has been added to all floor plans: "All new construction and renovated areas indicated in bold tone." The limits of the building addition have been defined by crosshatching. 30. The minimum scale allowed for building drawings is 1/8"= 1 '-0". Amend the drawings accordinqly. (Department policy section B. l.c. paqe A-4) Response: Scale for drawing submittal to Planning & Zoning Division corresponds to that of the site plan, 1 "=30'-0", as requested. Drawings submitted to the Building Division will be 1/8" = 1 '-0". PARKS AND RECREATION Comments: None FORESTER/ENVIRONMENTALIST 31. The applicant will be relocating a number of Palm trees existing on the site to an adjoining parcel on Bethesda Hospital property. The landscape plan indicates that this will occur at the clearing and grubbing permit stage of the project. The remainder of the trees will be removed and replaced as shown on the landscape plan. Response: Palms will be transplanted and the new plants will be added per the landscape plan. PLANNING AND ZONING 32. Provide a signed and sealed survey not older than six months. (Ch.4, Sec. 7, Par. A.) Response: Survey submitted with revised drawings. 33. On the site plan, revise the site data tabular information to include a break down of existing, proposed and total building square footage. Currently the application reflects a floor area of 593,434 square feet and the plans show 204,554 square feet of building area. The total floor area in the tabular data should match the application. (Ch.4, Sec.7, Par.B.) Response: The application has been revised to reflect the numbers shown on the site plan. 34. Revise the application to reflect the correct number of required parking spaces as shown on the site plan. (Ch.4, Sec.7, Par.B.2.) Response: The correct number of parking spaces has been revised on the application. 35. On the site plan, it appears that the proposed handicapped parking spaces do not meet the required minimum dimensions. Please provide stall dimensions or a parking stall detail (includinq handicapped sjan details) on the city plan. (City drawina #B-90012.) Response: A handicap stall detail has been added to Sheet C-4. The handicap sign detail has been revised to conform to City standards. 36. On the site plan, locate and label all proposed sign locations including wall signs. (Ch.4, Sec.7, Par. B.2.) Response: Existing signs to remain. No change. 37. On the landscape plan, state the source of the irriaation system. (Ch.4, Sec.7, Par.C.3.) I Response: The irrigation water will be from the existing irrigation water mains. See I note on Sheets LA-1 and LA-3. HDR Architecture, Inc. Employee-owned 8404 Indian Hills Drive Omaha. Nebraska 68114-4049 Telephone 402-399-4635 Fax 402-399-1396 E-Mail klarsen@hdrinc.com Item Comment / Response 38. On the landscape plan, revise all planting notes to reflect the use of a mulch material other than cypress. (City of Boynton Beach Comprehensive Plan.) Response: The landscape details calls for eucalyptus mulch. The note on Sheet LA-1 has been revised to eucalyptus mulch. 39. On the architectural plans (floor plans and all elevations), provide exterior dimensions, color, and materials. Response: The drawings have been revised. 40. Submit a colored elevation drawing showing all elevations of all proposed buildings. (Ch.4, Sec.7, Par.D.2.) Response: Sheets A2-5, A2-6 and A2-7 have been submitted to reflect all materials and colors on all elevations. 41. Submit a conceptual drainage plan for review. (Ch.4, Sec.7, Par.F.) Response: Sheets D-1 and D-2 have been included in this second submittal. HDR Architecture, Inc. Employee-owned 8404 Indian Hills Drive Omaha, Nebraska 68114-4049 Telephone 402-399-4635 Fax 402-399-1398 E-Mail klarsen@hdrinc.com CITY OF BOYNTON BEACH, FLORIDA PLANNING & ZONING DIVISION SITE PLAN REVIEW APPLlCA TION FOR NEW SITE PLANS & MAJOR MODIFICATIONS TO EXISTING SITE Application Acceptance Date: Fee Paid: Receipt Number: This application must be filled out completely, accurately and submitted as an original to the Plannin and Zoning Division. TWELVE COMPLETE, sequentially numbered, ASSEMBLED AND STAPLED sets of pi Ins including a recent survey and appropriate fee shall be submitted with the appli,cation for the initial process of e Site Plan Review procedure. AN INCOMPLETE SUBMITTAL WILL NOT BE PROCESSED. I \ " Please print legibly (in ink) or type all information. l. GENERAL INFORMATION 1. Project Name: Bethesda Memori a 1 Hospita 1 P-18 ER/OR/Peds/Lobby Expansion & Renovation 2. Applicant's name (person or business entity in whose name this application is made): Bethesda Memorial Hospital Address: 2815 South Seacrest Blvd; Boynton Beach, FL 33435 (Zip Code) Phone: (561) 737-7733 Fax: (561) 737-4534 3. Agent's Name (person, if any," representing applicant): Mr. James Bell ucy Address: 2815 South Seacrest Blvd Boynton Beach. FL 33435 Phone: .(561) 737-7733 Ext. 4709 (Zip Code) Fax: (561) 737-7733 Ext. 4099 4. Property Owner's (or Trustee's) Name: Bethesda Health Care Corporation Address: 2815 South Seacrest Blvd Boynton Beach, FL 33435 (Zip Code) Phone: (561) 737-7733 Fax: (561) 737-4534 5. Correspondence to be mailed to agent only; if no agent, then to applicant unless a substitute is specified befow:* *This is the one address to which all agendas, letters and other materials will be mailed. 6. What is applicant's interest in the premises affected? (owner, buyer, lessee, builder, developer, contract purchaser, etc.) Ownerls Representative Street address or location of site: 2815 South Seacrest Bl vd Boynton Beach, FL 33435 , , 7. 8. Property Control #: Legal description of site: See attached description 9. Intended use(s) of site: Hospital 10. DevefoperorBuilder: Mouw Construction Delray Beach 11. Architect: HDR Architecture, Inc.; Omaha, NE 12. LandscapeArchitect: Kimley & Horn; West Palm Beach 13. Site Planner: HDR Arch itecture, I nc. 14. Engineer: HDR Architecture. Inc. 15. Surveyor: 16. Traffic Engineer: Kiml ey Horn; West Palm Beach 17. Has a site plan been previously approved by the City Commission for this property? Yes, for earlier projects 18. Estimated construction costs of proposed improvements shown on this site plan: $22M II. "SITE DATA The following information must be filled out below and must appear, where applicable, on all copies of the site plan. 1. 2. 3. 4. Land Use Cateqorv shown in the Comprehensive Plan Zoninq District C-1 Area of Site 24.22 acres 1.055.195 Land Use - Acreaqe Breakdown sq. ft. a. Residential, including surrounding lot area of grounds acres % of site b. Recreation Areas * (excluding water area) acres % of site c. Water Area acres % of site d. Commercial acres % of site e. Industrial acres % of site - f. Publidl nstitutional 24. 22 acres 100 % of site g. Public, Private and Canal rights-of-way acres % of site Planning and Zoning Division - Rev. 10/15/1998 J:\SHRDA T A \PlANNING\SHAREO\WP\FORMSIAPPS\NWSP\SITEPlAN. DOC ~'--'-~---~-----._-~- -. ..---- h. Other (specify) acres % of site I. Other (specify) acres % of site J. Total area of site 24.22 acres 100 % of site .. including open space suitable for outdoor recreation, and having a minimum dimension of 50 ft. by 50 ft. 5. Surface Cover a. Ground floor building 5.22 acres 21. 56 % of site area ("building footprint") b. Water area % of site acres c. Other impervious areas, inclUding paved area of public & private streets, paved area of parking lots & driveways (excluding landscaped areas), and sidewalks, patios, decks, and athletic courts. 13.23 acres 54.62 % of site d. Total impervious area 18.45acres 7() 1R %ofsite e. Landscaped area 5.77 acres 23.82 % of site inside of parking lots (20 sq.ft. per interior parking space required - see Sec. 7.5-35(g) of Landscape Code). . f. Other landscaped areas,-=-:. acres % of site g. Other pervious areas, including golf course, natural areas, yards, and swales, but excluding water areas acres % of site h. Total pervious areas -E..JJ acres ?:l R? % of site i. Total area of site 24.22 acres 100 % of site 6. Floor Area a. b. c. d. e. f. Residential o sq. ft. Commercial/Office o sq. ft. IndustrialIWarehouse o sq. ft. Recreational o sq. ft. Publidlnstitutional 593,434 sq. ft. (Total Building Sq. Ft.) 227,383 sq. ft. (Ground level footprint all structures) 204,554 sq. ft. (Ground level footprint Main Building) sq. ft. REV. 6/12/00 Other (specify) g. Other (specify) sq. ft. Planning and Zoning Division - Rev. 10/15/1998 .I-I.C;HROA T A IPlANNING\SHAREO\WP\FORMS'APPS\NWSP\SITEPlAN. DOC h, Total floor area 593,434 sq. ft. 7. Number of Residential Dwellinq Units N.A. a. Single-family detached sq. ft. b. Duplex sq. ft. c. Multi-Family (3 + attached dwelling units) (1) Efficiency -- dwelling units (2) 1 Bedroom -- dwelling units (3) 2 Bedroom - - dwelling units (4) 3+ Bedroom -- dwelling units d. Total multi-family - - dwelling units e. Total number of dwelling units 8. Gross Density dwelling units per acre 9. Maximum heiqht of structures on site 45 feet 4 stories 10. Required off-street parkinq a. Calculation of required number of off-street parking spaces b. Off-street parking spaces provided on site plan 793 (Rev. 6/12/00) 1183 (Rev. 6/12/00) Representative of the project must be present at all Technical Review Committee, Planning and Development and City Commission meetings held to review this project. Planning and Zoning Division - Rev. 10/15/1998 J:\S HRDA T A \PLANNING\SHARED\WP\FORMS'APPS\NWSP\S ITEPLAN.DOC PUBLIC WORKS DEPARTMENT MEMORANDUM #00-071 TO: Mike Rumpf, Director of Planning & Zoning VIA: Christine Roberts, Interim Public Works Director ~ FROM: Mark A. Lips, Solid Waste Crew Supervisor DATE: May 17,2000 SUBJECT: I st Review - Project - N S't PI Pli.\NN\NG f~\Kl ew 1 e an 7~,',\i\:-' D':;'}"~_ Bethesda P-18 ER/OR/Peds/Lobby Expansion '&, -- -----,,,'-'-' .- Renovation 2815 South Seacrest Blvd., Boynton Beach Mr. James Bellucy NWSP 00-007 Location - Agent - File No. - The Public Works Department has no objections to this project going forward at this time. If you have any questions please contact me at (561) 742-6200. P4~ MUpl Attachment DEPARTMENT OF UTILITIES MEMORANDUM NO. 00-107 '\"\;\\"; {.JL~ ~ ~ ~ ~~ ~\ ." ,iU\ L"Y I 9 ' ""J\:J U "'1 1 ,". PLANNING APTND ZONING OE . THRU: Michael W. Rumpf, Director of Pl~ ~d ~ning John A. Guidry, Utilities Director \ ~ H. David Kelley, Jr., PE/PSM, Utility Engineer}1 TO: FROM: DATE: May 18, 2000 RE: BETHESDA P-18 ER/OR/PEDS/LOBBY EXPANSION (NWSP 00-007) NEW SITE PLAN 1sT REVIEW We offer the following comments on the above noted project: GENERAL COMMENTS 1. All utility easements shall be shown on the rectified site plan and landscaping drawings so that we may determine which trees may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future. LDR Sec. 7.5-18.1 give public utilities the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of-way. 2. Palm Beach County Health Department permits may be required for the water and sewer systems serving this project (CODE Sec. 26-12). [See also Comments #4 thru #6 below). 3. Since additional beds/toilet facilities are being added, the CODE Sec. 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within 30 days of site plan approval, whichever occurs first. This fee will be determined based upon final meter size, or expected demand of the added facilities. SPECIFIC CONDITIONS 4. Ifthe water and sewer lines are to be owned and operated by the City, they 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). If the water and sewer lines are to remain private, an agreement to that effect will be required stating that the hospital facility will take full responsibility for the operation and maintenance of the utility lines. Department of Utilities Memora.....um No. 00-107 Re: Bethesda P-18 ER/ORlPEDS/LOBBY Expansion (NWSP 00-007) New Site Plan 1 st Review May 18, 2000 Page Two 5. Site Plan reflects the new lO-inch sanitary sewer connecting to an existing lift station within Seacrest Boulevard. This is in error; an existing drop manhole would be appropriate as an identification tag. 6. Provide an acceptable detail of the sanitary sewer through the "soakage pit"; reflect what changes to the drainage "soakage pit" will be made and what effect this will have on the storm drainage calculation. 7. Add a note that the pavement repair over the new sanitary line shall be repaired per Utilities Department Standard Detail G- 7. 8. Appropriate backflow preventer(s) will be required on the domestic water service to the building addition (if not currently available), and the fire sprinkler line if there is one, in accordance with CODE Sec. 26-207. 9. 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 CODE Sec. 26-15. 10. A scaled drawing showing the site drainage plan shall be submitted (LDR Chap. 4, Sec. 7F). 11. Utility related construction shall be in accordance with the standards of the Utilities Department's Design Handbook. JAG/HDK/ck Xc: H. David Kelley, Jr. File C:\My Documents\Bethesda P-18 ER,OR,PEDS,LOBBY Exp. Utilities 1st Review.doc FIRE & LIFE SAFETY DIVISION Memorandum No. 2000-74 @.... ~..._< '.r~- ::-', NFPA Life Safety Code 101, National Fire Code 1, all applicable National Fire Protection Association codes, and the City Fire code shall be adhered to. To: M. Rumpf, Director Planning & Zoning Date: Steve Gale ~ Fire Marshal (::/ 5/15/00 From: Subject: NWSP 00-007 Bethesda Memorial Hospital 2815 S. Seacrest Boulevard A fire hydrant flow test is required. LDR 6-16. The location of hydrants/main sizes and Fire Department sprinkler connection must be shown. LDR 6-16. Porte Cochere shall have minimum vertical clearance of 13 feet 6 inches. NFPA 1-3-5.2. Helicopter landing pad plan submittal required separately. This plan can go forward with the above comments attached. cc: File Cll'Y OF BOYNTON BEACH, FLORIDA INTER-OFFICE MEMORANDUM TO: Michael W. Rumpf DATE: Dir. of Planning & Zoning 05/19/00 FILE: NWSP 00-007 FROM: Off. Louis J. Zeitinger Off. John Huntington Police Department Crime Prevention Unit SUBJECT: Bethesda P-18 Expansion & Renovation REFERENCES: Provided Plans ENCLOSURES: I have viewed the above building plans and have the following comments: 1. No comments at this time. DEPARTMENT OF ENGINEERING MEMORANDUM NO. 00-084 ~ rE 8 W ~ ,tnJ MAY j 9 2000 01 TO: Michael W. Rumpf, Director of Planning and zo~ f\/ John A. Guidry, Interim Director of Engineering V l)\ i ~~~~gtp~D FROM: DATE: May 17,2000 RE: BETHESDA P-18 ER/ORlPEDS/LOBBY EXPANSION & RENOVATION (NWSP 00-007) NEW SITE PLAN 1sT REVIEW 1. On the Site Plan add a general note 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: site lighting, paving, drainage, curbing, landscaping and irrigation. Permits required from other permitting agencies, such as FDOT, PBC, SFWMD, PBCDERM, L WDD, FDEP and any others, shall be included with the permit request. 2. Add a note to the Site Plan that all striping, markings and signage shall conform to City Standard Drawing B-9800 1. Correct the widths of the handicap stalls on the Site and Landscape Plans to be 12' wide. 3. If van accessible handicap stalls are desired, the width of the crosshatched aisle shall be 8' and the parking stall - 9' each. It is recommended that the van accessible stalls be located on either side of the pedestrian walkway for the shortest accessible route to the front entrance. 4. Add a note that the sanitary sewer trench repair shall be done in accordance with City Standard Drawing B-98002 5. Provide a typical cross-section through the reconstructed entrance and the handicap parking areas with specific.ations regarding the new subgrade, base and asphalt thickness. 6. By locating an even number of handicap spaces on both sides of the proposed pedestrian path, some savings of space can be accomplished by using one common accessibility path (5' or 8') for every two handicap spaces. 7. Provide an acceptable detail of the sanitary sewer through the "soaking pit". 8. Provide a plan view of temporary handicap spaces within the 24 space parking area. If there are any questions please contact Ken Hall at (561) 742-6283 or Dave Kelley at (561) 742-6496 yj JAG:KRH:HDK/ck e:\My Documents\Bethesda P-18 ER,OR,Peds,Lobby Exp & Revov. 1st Review,doc DEPARTMENT OF DEVELOPMENT BUILDING DIVISION MEMORANDUM NO. 00-142 TO: Michael Rumpf, Director of Planning and Zoning Michael E. Haag, Building Code Administrat1jr t.. ~.\ \ \ \:.'~ May 19,2000 \ \ Bethesda P-18 ER/OR/Peds/Lobby Expansion & Renovation -New Site Plan (NWSP 00-007) 1st review comments FROM: DATE: RE: We have reviewed the plans for the above-referenced project. The applicant must acknowledge and address the below listed comments before the Building Division will recommend that the project be presented to the Board for their review. Buildine Division (Permit & Site Specific Comments) - Michael E. Haae (561) 742-6352 1. Show and label on the Level 1 floor plan the handicap accessible entrance door( s) to the building. 2. The site data indicates that 30 accessible parking spaces are provided for the subject facility. Fourteen (14) spaces are shown. Add a labeled symbol to the site plan that identifies the location of the remaining sixteen (16) handicap accessible parking spaces. The accessible parking space(s) that serve a use shall be located on the shortest safely accessible route of travel from adjacent parking to an accessible entrance. The Florida Accessibility Code for Building Construction states that buildings with multiple accessible entrances shall have accessible parking spaces dispersed and located closest to the accessible entrance. State on the site plan that the total spaces provided equals all parking spaces that are located on the hospital site, including parking spaces for the hospital that are located off site. 3. Add a labeled symbol to the site plan that represents and delineates the path of travel for the accessible route that is required between the accessible parking spaces and the accessible entrance door(s) to the building. The symbol shall start at the accessible parking space(s) and terminate at the accessible entrance door(s) to the building. The symbol shall represent the location of the path of travel, not the location of the detectable warning or other pavement markings that are required to be installed along the path. The location of the accessible path shall not compel the user to travel in a drive/lane area that is located behind parked vehicles. Identify on the plan the width of the accessible route (Note: The minimum width required by the code is forty-four (44) inches). Add text that would indicate that the symbol represents the accessible route and the route is designed in compliance with Section 4.3 (Accessible Route) and 4.6 (Parking and Passenger Loading Zones) of the Florida Accessibility Code for Building Construction. Please note that at time of permit review, the applicant shall provide detailed documentation on the plans that will verify that the accessible route is in compliance with the regulations specified in the Florida Accessibility Code for Building Construction. This documentation shall include, but not be limited to, providing finish grade elevations along the path of travel. Building Division Memo No. 00-142 to Michael Rumpf RE: Bethesda P-18 ER/OR/Peds/Lobby Expansion & Renovation - New Site Plan _1st review comments May 19,2000 Page Two 4. Within the site data found on sheet C-2, identify the proposed finish floor elevation of the proposed building (lowest floor elevation). Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: a) The design professional-of-record for the project shall add the following text to the site data: "The proposed floor elevation _' _ NGVD is above the highest 100-year base flood elevation applicable to the building site, as determined by the South Florida Water Management District's surface water management construction development regulations." [Section 3107.1.2, Chapter 31 of the Boynton Beach amendments to the 1997 edition of the Standard Building Code] b) From the FIRM map, identify the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. If there is no base flood elevation, indicate that on the plans. c) Identify the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the site plan, floor plan and civil plan. 5. The building is not being reviewed for compliance with the applicable building codes. Therefore, add the words "Conceptual Floor Plan" below each drawing of a floor plan. 6. Define the limits of the proposed construction by adding a labeled symbol to each floor plan drawing that delineates the perimeter of the work area. 7. The minimum scale allowed for building drawings is 1/8" = 1 '0". Amend the drawings accordingly. [Departmental policy section B. 1. c. page A-4] MEH:bg J:\SHRDA T A \Development\Building-6870\Documents\TRC\NWSP 00-007 1 st review Bethesda P-18 ER-OR-Peds-Lobby Expansion & Renovation.doc LEISURE SERVICES: PARKS MEMORANDUM #00 - 65 Thru: Mike W. Rumpf, Planning and Zoning Director John Wildner, Parks Director P Barbara 1. Meacham, parksa Landscape Plannerp(/fV( May 15, 2000 /' To: From: Date: Subject: Site Plan Review Comments for PGD InC.-Second Facility, Woolbright Medical Building (Freeman), Woolbright Professional Plaza (Nguyen), and Bethesda P-I8 ERlORlPedsfLobby Expansion & Renovation With regards to both code deficiencies and recommendations, the Parks Division has the following comments: 1. PGD InC.-Second Facility: No comments. 2. Woolbright Medical Building (Freeman) No comments. 3. Woolbright Professional Plaza (Nguyen) No comments. 4. Bethesda P-I8 ERlORlPedsfLobby Expansion & Renovation No comments. Ifwe can be of any further assistance, please let us know. Parks I Plannin~ Division Memorandum- TRC Subject: Mike Rumpf, Director of Planning and Zoning Kevin J. Hallahan, Forester / Environmentalist \<~ IT Bethesda P-18 ER/OR/PedslLobby Expansion & Renovation 1 st Review - New Site Plan To: From: Date: May 11,2000 The applicant will be relocating a number of Palm trees existing on the site to an adjoining parcel on the Bethesda Hospital property. The landscape plan indicates that this will occur at the clearing and grubbing permit stage of the project. The remainder of the existing trees will be removed and replaced as shown on the landscape plan. Kjh File l1EPARTMENT OF DEVELOPMENT - MEMORANDUM NO. PZ 00-031 TO: TRC MEMBERS Bob Borden, Assistant Fire Marshal Kevin Hallahan, Forester/Environmentalist John Huntington, Police Department Louie Zeitinger, Police Department H. David Kelly Jr., Utilities Department Michael Haag, Building Division Larry Quinn, Public Works Department Barbara Meachem, Parks Division H. David Kelley Jr., Engineer Department Frantz LaFontant, Engineering Department ~ f'l . \-\ r, Michael W. Rumpf '":11-) {6V Planning and ZoningJDireator FROM: DATE: May 9, 2000 RE: SITE PLAN REVIEW PROCEDURES 1 ST Review - New Site Plan Project Bethesda P-18 ERlORlPeds/Lobby Expansion & Renovation Location 2815 South Seacrest Blvd., Boynton Beach Agent Mr. James Bellucy File No. NWSP 00-007 Find attached for your review the plans and exhibits for the above-referenced project. Please review the plans and exhibits and transmit formal written comments to Blythe Williamson no later than 5:00 P.M. on Mav 19. 2000 (10 days from "/an distribution date). When preparing your comments, please separate them into two categories; code deficiencies with code sections referenced and recommendations that you believe will enhance the project. Adhering to the following review guidelines will promote a comprehensive review and enable the applicant to efficiently obtain Technical Review Committee approval: 1. Use the review standards specified in Part IV, Land Development Regulations, Site Plan Review and the applicable code sections of the Code of Ordinances to review and formulate comments. 2. The documents submitted for the project were determined to be substantially complete, however, if the data provided to meet the submittal requirements is insufficient to properly evaluate and process the project based on the review standards or the documents show code deficiencies, additional data and/or corrections should be requested by the reviewer by contacting Lusia Galav. 3. Each comment shall reference the section of the code that is incorrectly depicted on the documents. Page 2 Development Department Memo PZ Project: Bethesda Memorial P-18 Expansion Renovation NWSP 00-007 TO: TRC Members 4. Technical Review Committee member(s) shall identify in their comments when the plans depict or when the location and installation of their departmental required improvements may conflict with other departmental improvements. 5. When a TRC Member finds a code deficiency that is outside of his/her review responsibility, the comment and the specific code section may be included in their review comments with the name of the appropriate TRC Member that is responsible for the review specified. 6. If a TRC member finds the plans acceptable, he/she shall forward a memorandum, within the time frame stated above, to me. The memorandum shall state that the plans are approved and that they do not have any comments on the plans submitted for review and that they recommend the project be forwarded through the approval process. All comments shall be typed, addressed and transmitted to me for distribution to the applicant. Please include the name and phone number of the reviewer on this memorandum. Lusia Galav will be the Planning and Zoning staff member coordinating the review of the project. First review comments will be transmitted to the applicant along with a list of Technical Review Committee (TRC) members. The applicant will contact TRC member(s) to clarify comments. Amended sets of plans will be submitted prior to, or brought to the TRC meeting. Amended plans and outstanding comments will be reviewed at the TRC meeting to confirm that the project is ready to move forward to the Planning and Development Board meeting. MWR: bw Attachment XC: John Guidry, Interim Engineering Director John Wildner, Parks Director C~...-r.. ,'t, J:ISHRDATAIPlanningISHAREOIWPIPROJECTSIBethesda ER-Peds-Lobby ExpansionlTRC Comments review memo.doc