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Home My WebLink AboutMinority Construction Employment PlanPARK PLACE PHASE II MAJOR USE SPECIAL PERMIT MINORITY CONSTRUCTION EMPLOYMENT PLAN • • o • • MINORITY CONSTRUCTION EMPLOYMENT PLAN It is the policy of the Applicant to base its employee hiring and promotions, as well as its vendor and contractor hiring, on merit, qualifications and competency and that its personnel practices will not be influenced by an applicant's or employee's race, color, place of birth, religion, national origin, sex, sexual orientation, age, marital status, veteran and handicapped status. One of the management duties of the Applicant's principals is to ensure that the following personnel practices are being satisfied: 1. Take every necessary affirmative action to attract and retain qualified employees, regardless of race, color, place of birth, religion, national original, sex, sexual orientation, age, marital status, veteran and handicapped status. 2. Maintain equitable principles in the recruitment, hiring, training, compensation and promotion of employees. 3. Monitor and review personnel practices to guarantee that equal opportunities are being provided to all employees, regardless of race, color, place of birth, religion, national origin, sex, sexual orientation, age, marital status, veteran and handicapped status. The Applicant is committed to take affirmative action and aggressively pursue activities that will serve to enable all employees, vendors and contractors opportunities for employment. Specifically, the Applicant shall utilize the following to achieve the above -referenced Policy: 1. RECRUITMENT/ADVERTISING All contractor and/or employment advertising will include a statement of Equal Employment Opportunity. 2. HIRING PROCEDURES All positions will be filled without regard to race, color, religion, sex or national origin. The Applicant is dedicated to a policy of equal employment opportunities for minorities. 3. PROMOTION PROCEDURES The Applicant maintains equitable principles in the promotion of employees. The Miami -Dade County community can only improve if the lifestyles of every single disadvantaged group in the community is advanced. We will continually monitor and review personnel and contractor employment practices to guarantee that equal opportunities are being provided to all employees, vendors or contractors • • • regardless of race, color, place of birth, religion, national origin, sex, sexual orientation, age, marital status, veteran and handicapped status. 4. UTILIZATION OF LOCAL MINORITY BUSINESSES The Applicant will endeavor to utilize Black Minority and Women -owned firms. Furthermore, it will require all of its contractors to also solicit and utilize to the fullest extent possible minority and women -owned subcontractors and vendors, 2 DAVID PLUMMER & ASSOCIATES, INC. • TRANSPORTATION • CIVIL • STRUCTURAL • ENVIRONMENTAL • • Memorandum To: Mr. Quazi Masood Fax #: (954) 739-1789 Affiliation: URS Corporation Phone #: (954) 739-1881 From: Sonia Shreffler-Bogart, PE Date: June 1, 2005 RE: Park Place at Brickell — Phase II - #04267 cc: Victor Nieves; Adrienne Pardo; Patrick Range; file Quazi: A sufficiency letter for the MUSP Traffic Impact Analysis was received for the Park Place at Brickell Phase II on April 27, 2005. The development program for the project was 524,299 SF of office with 13,806 SF of retail (which was generated at the more conservative restaurant rate per request of the city). The development program has been reduced to 508,900 SF of office with 10,980 SF of retail (which was again generated at the more conservative restaurant rate). The trips generated by the new program are four percent lower than the original program. Per our conversation, the MUSP Traffic Impact Analysis would not require revisions. Per your request, a trip generation comparison has been completed. The trip generation summaries for both development plans as well as the latest Zoning Data Sheet from the Architect are included in Attachment 1 and 2 respectively. Supporting documentation for the trip generation calculations is included in Attachment 3. The net external vehicle trips during the afternoon peak hour are reduced from 393 to 377, a four percent decrease. This reduction in trips would not increase any impacts in the roadway and intersection analysis. If you have any questions you can contact me at (305) 447-0900. Regards, Attachments: Trip Generation Analysis April 2005 Trip Generation Analysis May 2005 Zoning Data Sheet 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE305 447-0900, FAX: 305 444-4988 E-MA1L: dpa@dpfummer.cam dPa 0 • • ATTACHMENT 1 Trip Generation Calculations 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com cl P a • PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips / Trips Trips General Office Quality Restaurant 524,299 SQ. FT 13,806 SQ, FT. 710 831 17% 67% 113 69 83% 33% 553 34 666 103 GROSS VEHICLE TRIPS 24% 182 76% 587 1 769 internalization 1% Pass -by (restaurant only) (1) 44% -2 -30 -6 -15 -8 -45 SUBTOTAL VEHICLE TRIPS 121 °/ 150 79% 566 l 716 Vehicle Occupancy Adjustment @ 16% of Gross External Trips Transit Trip Reduction @ 14.10% of Gross External Trips Pedestrian / Bicycle Trip Reduction @ 15.00% of Gross External Trips (1) (2) (3) 21 % 21% 21% 24 21 22 79% 79% 79% 91 80 85 115 101 107 NET EXTERNAL VEHICLE TRIPS 21% 82 79% 311 393 I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle Net External Person Trips (vehicles and transit modes} 21% 21% 21 % 115 30 145 79% 79% 79% 435 112 1 547 550 141 692 ! I Net External Person trips walking t using bicycle 1.40 Persons/ Vehicle i 21 % 31 1 79% 119 I 150 Notes (1) Per ITE Trip Generation Handbook, March 2001 (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) TransitfPedestrian (Bicycle Trip Reduction based transit service provided. W :104t0426719IlExce€IT-Gen 052505.xls April 2005 • • • PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips General Office 508,900 710 17% 110 83% 538 648 Quality Restaurant 10,980 SQ. FT. 831 67% 55 33% 27 82 GROSS VEHICLE TRIPS 23% 165 I 77% 565 I 730 internalization 1% -2 -6 -7 Pass -by (restaurant only) (1) 44% -24 -12 -36 SUBTOTAL VEHICLE TRIPS 20% 139 I 80% 547 I 687 Vehicle Occupancy Adjustment @ 16% of Gross External Trips (1) 20% 22 80% 88 110 Transit Trip Reduction @ 14.10% of Gross External Trips (2) 20% 20 80% 77 97 Pedestrian / Bicycle Trip Reduction @ 15.00% of Gross External Trips (3) 20% 21 80% 82 103 NET EXTERNAL VEHICLE TRIPS 20% 76 80% 301 377 I. Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle 20% 107 80% 421 528 Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 20% 27 80% 108 136 Net External Person Trips (vehicles and transit modes) 20% _ 134 B0% 529 663 I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 20% 29 I 80% 115 I 144 Notes (1) Per ITE Trip Generation Handbook, March 2001 (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. iTE's 1.2 pers/veh) (3) Transit/Pedestrian / Bicycle Trip Reduction based transit service provided, W:\041042671il\Exce8T-Gen 052505,xls May 2005 • • ATTACHMENT 2 Zoning Data Sheet 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900T FAX: 305 444-4986 E-MAIL: dpa@dplummer.com dra NOTE: MUSP RE804UTIO94 NO. 01-1233 4NCLU0E0 A SECOND RESAEF4TIAL TOWER FOR PHASE 11. PHASE R URGER TIPS SUBMITTAL PERTAINS TO AM OFFICE TOWER 0ROPOSA;_ j9NIN4 g&IA1.Y0Il PHASEI cwo[wL rvm.F (GM91R1i145r. PHASES .n wceaamm.. rn 1pa1;4 SLAP REQ80L1•800 NEW PHASES .4wmcoFwcS WV.PHASE11 PHASE 1 £ NEW WYA. rS51 LM Plea GroS5IN Aral ... 80381 :IF 109.67E Y ......... 7E.296 SP 115,996 5L 157 517 LA 220.664 St 15.79E SF 1109E6 54 ......... 55'1.17: :F 730564 SF 23w1p MYNA 1)684 nallon A6vwaqu Mlxod-Usv FAR auarnus(Ace FAR PraWtled.1156 FAN 2.% PLC Iif41V4 pin .4 &mew rwtntw FAN _ A3owetie Mr.:613.3w Now Arc Proposed Taxi Moor Area Op.Specs Repuved 05%WQh1 505 483.1.32 NA. NA NA .._... NA 33111E00 14 A. 503 471091 sr NA. 11A -.... N A. ......... NA NA NA 31).5 33762.2 !r NA NAFAA, 132564 SF ...... .... 1. 1.25285 SF 9694165E 30009 aF 5005 NA_ 1171585E 51913601220.964 ... 233 FAR NA _... NA. 5198805E NA.... 517.5 537.622 Sr 717158 3F 187.584 SF _... 1.12538E sr 15502.38 5, 331.00 5F Open 5pnca Proe366 3E399 SF 9734dmtGiAp N A 102 277 54 4 114,554[W 33.799 sr . I 5N dww!cW 72.58E 5F ro4'Ad55.993.14 PHASE! AWIPWYw. IOW* 3.0.3115 GokeTAW1BP PHASES 4mtl1 SW. MUSP RESOLUIOH w. W.nL NEW PHASE II Prtnrtw.ofni41vw4A PRASE IS. NEW PHASE II 1U54. RetMSf Resttaranl SF Netitlanboi 3F 0155a 53 M.758 SF 1092E a4 512.454 SF N.A 6.IE4 sF 12.331. 419.40E SE N.A. 12.374.E 36WCF 937 E67 21 NA, 329E0 SF NA N A- 508900 SF 177354E 109095E 512.454 SF 502990 W Tp1a1 631.11E 54 43E.299 .. 969.41E :E 819.e53 Sa• 1.0."i0.899 SF §ETSACRg PRASE LALualnt..Iowa ww,siwAsmi PHASES! Arr.,.F645A..TomA RUMP REEOLUnfSM NEW PHASE .,wwe4 orwc.TawaF Esdrep Ave -01091 CIO V 591:,01 30'-a' 30.40 31740' 3a1I' South Uletrd Ave. Reffi 0,-. ny:..q SE 1581 RI -81de Nark 40 0,01 Sksid. Ywtd ;I4-5ra0w9 13'-3" 121-2' 15'-0' c- 15.0" 1559" 15.. 15-0' 15'-0" 154" 55.6- j3Ul1AR4O REIGNT PHASE] 4E.SLAW,u rowu WIDCR PHASE U One Yom eo . WHO RESOLUTION MEW F RASER 1.035,W. PGe towep 09*jool14l Tower ORme Tuner._.-- n.r:: 401'.5' N.A 43E',5' A 43M-6" NA 125` NA pA.9NING NE0UiREME34TS PI1A5E 1 esa 03:41 r a 0.,45eac55333, PHASE E Ane o esm. `1E41REo Pe13510E4 k65UMK0 MOWED 7.. 18 372 I4A a 41 461 NA 47 336 H.4 Total Puldn9 123 $ss £ 443 N.A HA. 11A NA_ MUSH RESOLUTION NA, 13 79 1.260 NA 20... 400 NEW PHASED 1331WA eo 333MCF1wew PHA5EI# MEW mll5011 4Fw0M1FP ?AIM0a0 11 NA NA. 099 13, 660 11 NA N.A 1 249 20 wf f0 16 36 372 636 21 ritdiunFO 10 41'.. 497 249 36 1.255 0E3 1.341 ,,OAO4NG REQUIREMENTg PHASE ro we. c W..4 wt9 ,�y..�.M 6A0110E0 O MO M08P MEW PRASE It fliSOLUTON PWfW:Cr000000 wm Fxaxnee RF0.1w4aFFWWW333 'WOW. PROJECT CRITERIA i i1CHCAS $ROSCH WURST WOIFE ""•:. ww,ccww wwM • 15- /� • w as lRa MA 2435 A-600 MOM • • • • • ATTACHMENT 3 Institute of Transportation Engineers Supporting Documentation 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MA€L: dpa@dplummer.com General Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, P.M. Peak Hour Number of Studies: 235 Average 1000 Sq. Feet .GFA: 216 Directional Distribution: 17% entering, 83°/0 exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.49 0.49 - 6.39 1.37 Data Plot and Equation T = Average Vehicle Trip Ends 4,000 3,000 2,000 1,000 x • 0 X Actual Data Pointe 1000 2000 3000 X = 1000 Sq. Feet Gross Floor Area Fitted Curve Average Rate Fitted Curve Equation: T = 1.12(X) + 78.81 R2 = 0.82 Trip Generation, 7th Edition 1160 institute of Transportation Engineers • • Quality Restaurant (931) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 24 Average 1000 Sq. Feet GFA: 9 Directional Distribution: 67% entering, 33% exiting Trip Generation per 1000 Sq. Feet Gross Fioor Area Average Rate Range of Rates Standard Deviation 7.49 2.42 - 18.64 4.89 Data Piot and Equation T = Average Vehicle Trip Ends 160 150 140 130 120 110 100 x x 90 — 80 70 60 50 40 x x 30 -t 20 10 x x x 'x x 4 5 6 7 8 9 10 11 12 13 14 15 16 X = 1000 Sq. Feet Gross Floor Area X Actual Date Points Fitted Curve Equation: Not given Average Rate Trip Generation, 7th Edition 1706 tnctltEito of Transportation Engineers • Table 5.6 Pass -By 'Gips and Diverted Linked Mips Weekday, P.M. Peak Period Land Use 831—Quality Restaurant 517.E DIVERTED ADJ. STREET (1.000 SO. WEEKDAY NO. OF TIME PRIMARY NON -PASS- LINKED PASS -BY PEAK HOUR SEATS I-E I GFA) LOCATION SURVEY DATE INTERVIEWS PERIOD TRIP (%) ' BY TRIP (%) TRIP (%) TRIP (%) VOLUME SOURCE 240 12 Louisville area, KY Jul. 1993 38 4-6 P.M. 36 38 26 4,145 Barton-Aschman Assoc. nfa 8 Orlando, FL 1992 168 4-8 RM. 55 45 n/a TPD, Inc. n/a 8.8 Orlando, FL 1992 84 2-6 P.M. 40 - 16 44 n/a TPD. Inc. n/a 6.5 Orlando, FL 1995 173 2-6 P.M. 38 62 n/a I PI % Inc. Average Pass -By Trip Percentage: 44 ■ • Table 7.1 Unconstrained Internal Development for TNp Origins within a Multi -Use WEEKDAY P.M. PEAK HOUR MIDDAY PEAK HOUR OF ADJACENT STREET TRAFFIC DAILY from OFFICE to Office 2% 1 % 2% to Retail 20% 23% 22% to Residential 0% 2% 2% from RETAIL to Office 3% 3% 3% to Retail 29% 20% 30% to Residential 7% 12% 11 % from RESIDENTIAL to Office to Retail 34% 53% 38% N/A N/A N/A to Residential N/A N/A N/A Caution: The estimated typical internal capture rates presented in this table rely directly on data collected at a limited number of multi -use sites in Florida. While r l ; recognizes the limitations of these data, they represent the only !mown credible data on multi -use internal capture rates and are provided as illustrative of typical rates. if local data on internal capture rates by paired land uses can be obtained, the local data may be given preference. N/A -- Not Available; logic indicates there is some interaction between these two land uses; however, the limited data sample on which this table is based did not record any interaction. Trip Generation Handbook Chapter 7 ■ ITE 87 to RETAIL to RESIDENTIAL. Table 7.2 Unconstrained Internal Capture Rates for Trip Destinations Within a Mufti -Use Development from Office from Office MIDDAY PEAK HOUR 4% % WEEKDAY P.M. PEAK HOUR OF ADJACENT STREET TRAFFIC 2% 2% Caution: The estimated typical internal capture rates presented in this table rely directly on data collected at a list lted number of multi -use sites in Florida. While ITE recognizes the onlyknown the limitations of these data, they represent credible data on multi -use internal capture rates and are provided as illustrative of typical rates. y local data on internal ozptsar rates 11 paired lid uses cars be o6tainet4 the local data may be given NIA — Not Available; logic indicates there is some interaction between these two land uses; however, the limi data sample on which this table is based did not record any interaction. fed DAILY 4% 3% 88 ITE ■ Trip Generation Handbook chapter 7