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HomeMy WebLinkAboutSubmittal-1111111111111111111111111111IN1 Ihta IIII I111 Prepared by and return to: Martha Visas Alos & Associates, P.A. 10271 SW 72 Street Suite 102 Miami, FL 33173 305-595-5159 File Number: 04-832219 Will Call No.: CFN 2004R0170479 OR 8k 22118 Pss 2689 - 2691; (3pss) RECORDED 03/12/2004 16:08:51 DEED DOC TAX 11,640.00 SURTAX 8030.00 HARVEY RUVINr CLERK OF COURT 11IAIMI-DADE COUNTYr FLORIDA [Space Above This Line For Recording Dual Warranty Deed This Warranty Deed made this Ilth day of March, 2004 between City Park Construction LLC, a Florida Limited Liability Company whose pest office address is 780 N.W. 42 Avenue, Ste. 516, Miami, FL 33126,trantor, and Biscayne Corridor Development, LLC, a Florida Limited Liability Company whose post office address is 1521 Alton Road, Ste. 426, Miami Beach, FL 33139, grantee: *and which company is in good standing as evidenced by Exhibit A" attached. (Whenever used herein the terms "grantor" and "grantee" include an the panics to this instrument and the heirs, legal representatives, and usigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 1 and a 2-Foot strip North of and adjancent to the West 95 feet of Lot 18, Block 14, of the Amended Plat of FEDERAL WAY, according to the Plat thereof, as recorded in Plat Book 25, Page 6, of the Public Records of Miami -Dade County, Florida, and a Lot A of GREFE PLAT, a portion of the Southeast 1/4 of the Southwest 1/4 of Section 7, Township 53 South, Range 42, East, according to the Plat thereof, as recorded in Plat Book 67, Page 44, of the Public Records of Miami -Dade County, Florida, and begin at the Northeast corner of the Southeast 1/4 of the Southwest 1/4 of Section 7, Township 53 South, Range 42 East, Miami -Dade County, Florida; thence South 132 feet, thence West 233 feel, thence North 132 feet, thence East 233 feet, to the Point of Begining, less the North 25 feet and less the East 33 feet for road right of way, all lands lying and being in Miami -Dade County, Florida. Parcel Identification Number: 01-3207-000-0190 and Parcel Identification Number: 01-3207-040-1380 and Parcel Identification Number: 01-3207-059-0010 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple fomver. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2003. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. SUBMITTED INTO THE PUBLIC RECORD FOP ITEM t ON a-ie-oy DoubleTime. Book22118/Page2689 Page 1 of 3 3 _b )aa7-1"1G11et,f ••. oy, I Signed, sealed and delivered in our presence: City Park,Consttuction LLC, a Florida Limited Liability Compan W itne Witness' c: N2 L . State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this l lth day of March, 2004 by Horacio Alonso, Operating Manager, of City Park Construction LLC, a Florida Limited Liability Company, on behalf of the corporation. He he L] is personally known to me or [X] has produced a driver's license as i [Notary Seal] Ptintedisr f �14% 2 My Commission Expires: 1/3/ S Submitted Into the public record in connection with item pz-1 k on -1 P -oi Priscilla A. Thompson City Clerk Warranty Deed - Page 2 DoubleTIme. Book22118/Page2690 Page 2 of 3 �/«v«U«qIN1-1»91«U ti`IJ✓tiw«Vr.ti"lrwrwrwJ+.1)r%1 J• / rr II/% V<, r; r� 1 rti I,r+, 1 "%k• J\I ry r� �_�-4'n 'nCncfiS 1CM.41.. ,(• 'nCr� r. n`. rr1�'•Gn• n~n i 7[ r rcr� (i '1 r C) U ro CO d r F ,� 1 ;C (Ol II 4_ _ 1mIJ rift; .c µ KO CO �c r 1 HOC � . r ti Des �C µ �C >�C I certify from the records of this office that CITY PARK CONSTRUCTION, LLC, is ��% ) a limited liability company organized under the laws of the State of Florida, filed C �r ✓� on July 28, 2003. ACC r S r Esc ,( IV �C jC(: =C u Or � I �C ,s, .0r �) . a •)., 10 i0i .� tO �C FCc1 iodG\�; •u >CC HOC 40 i50,),_%_ Qs f. 1�J%We\ 1r\we% • rti 1 r% 1 rti • .,\ • Jh II l)." 1 r.� J� 1 r+. r\ / Jti • rti 1 Js • J.+. / J.• / rc I)r'- 1)„,. / rti 1 r-ti 1 r+. • rti • J\ Il" 1 r� r •G G,C' w�Vw��wC�(�� eVwC��UOvOv�U� CUOvO`G���G�(»; fCv�t-4�U��E rnnrn, rn,rn,rl:);rn%04,>r�.1,,n,,ntrn�rntirntrn, rn,rnrt,,.1�;,,ti,ti,n,r�i,\ral1\rl:1ti rntirl:,�\Nri{l,rr 1:rn, rn%41% %. � J o Eepartwrnt of 'tate The document number of this company is L03000027522. I further certify that said company has paid all fees due this office through December 31, 2004, that its most recent annual report was filed on January 29, 2004, and its status is active. CR2E022 (2-03) Submitted Into the public record in connection with item P2--14 on t1-\t-o' Priscilla A. Thompson City Clerk Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capitol, this the Fourth day of March, 2004 E. (1Ientia nn� $erretttry nf$tute 4-5 EXHIBIT "A" Book22118/Page2691 Page 3 of 3 PETITI a„ POSITION Submitted Into the public` record in connection with item?z-I4 I Priscilla A. Thompson City Clerk TO THE APPLICANT'S REQUESTED CLASS II SPECIAL. PERMIT TO ALLOW THE CONSTRUCTION.OF AN Il-STORY MIXED -USE RESIDENTIAL/RETAIL TOWER CONSISTING OF 67 MULTI -FAMILY UNITS AND 2400 SQUARE FEET OF RETAIL ENCROACHING INTO THE PALM GROVE RESIDENTIAL NEIGHBORHOOD AT 7460 BISCAYPAE BOULEVARD, MIAMI, FLORIDA. We, the undersigned Oppose ofthe above referenced Class I1 special permit allowing an 11-story mixed use tower at 7460 Biscayne Boulevard. The proposed development will encroach 1 lot into the Palm Grove neighborhood in order to increase the size and scope of the building. The proposed height and bulk of this project is out of scale with the surrounding buildings and homes, as well as the low -density character of the area. The project will furthest congest traffic on the Boulevard and cause additional "cut through" txafE"ic on Palm Grove residential streets. The noise and light pollution corning front the tower will Power the quality of life enjoyed by Palm Grove residents. We, therefbre, nrge the City Commission to Deny the applicant's request or Continue the matter w*tU the applicant subetantilly changes its design to be compatible with the surrounding area. Sign Name: Print Name: Address: Date: etegot ?fl �G ( 76 u �� y47. S3/3g Sign Name: Print Name: Address: 5" Date: Sign Name: Print Name: Address: Date: Sign Name: Print Npttrte: Address: Date: Sign Name: Print Name: Address: Date: e'. • lff 3 i >✓ v 110G.. �90,pr v11ou. _,3b N 1? 16 gA- (1 % �1oy Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign. Name: Piint Naru Address: Date: Sign Name: Print Name: 5 4firt ' L Address:c _!s� %C6. /J1.��,? 33/3, Date: // /3 a ( V7/4/6- /7-/ f', ! f7'I /, ,, L 3.3i3 8 ////,31ot 7i7 t -0 Sign Naxne: Print Name: Address: Date: /,J 331 x 1, 1 /LEEN1)4 Bc5rRP. I , the oirculator of this petition, affirm that the /0 (+f) signatures herein are the originals of the person named and signed, and that he or she signed this petition in my presentee, of their own free wilt 1 believe them to be the genuine signature of the persons whose names appear, and each signer had an opportunity before ipg to inquire d u�t�erstand specific details off the reposed development Circulator's Signature: F/ n- hZ �EE � n, Date: l/ 73 - ��. a/.-d 7 .�-- o the public Submitted 1 nine connection with record in item 2-1 aon 1):2 P ' T,�TI � I� ITIO Priscilla A. Thompson cry clerk TO THE APPLICANT'S REQUESTED CLASS II SPECIAL PERMIT TO ALLOW THE CONSTRUCTION•OF AN 1I-STORY MIXED -USE RESIDENTIAL/RETAIL TOWER CONSISTING OF 67MiWIJTI-FAMILY UNITS AND 2400 SQUARE FEET OF RETAIL ENCROACHING INTO THE PALM GROVE RESIDENTIAL NEIGH1l)ORHOOD AT 7460 BISCAYNE BOULEVARD, MIA,MI, FLORIDA. We, the undersigned Oppose of the above referenced Class 11 special permit allowing an 11-story nixed use tower at 7460 Biscayne Boulevard. The proposed development will encroach 1 lot into the Palm Grave neighborhood in order to increase the size and scope of the building. The proposed height and bulk of this project is out of scale with the surrounding buildings and homes, as well as the low -density character of the area. The project will thrther congest traffic on the Boulevard and cause additional "cut through" traffic on Palm Grove residential streets. The noise and light pollution corning from the tower will lower the quality of life enjoyed by Palm Grove residents. We, therefore, urge the City Commission to Deny the applicant's request or Continue the matter Youth the applicant subetantielly changes gn to be compatible with the surrounding area. Sign Name: Print Name: Address: Date: Sign Name: Print Natne: .5 , '. 7-6 sT Address: :4„ey CIJY' a�hizy ,4RNOcP Date: ef/ Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Xr2 7 i 7 q JYc r - , - e C .r‘5%7 7b y33 t a Date: Sign Nanne: Print Narne: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: 7 Print Name: Address: Date: Sign Name: Print Name: Address: Date: cir tz w te tm c 7 - S _33 /3K /7/of I. , 47 6C- / O " ` b2750; the circulator of this petition, affirm that the _ (#) signatures herein are the originals of the person named and signed, and that he or she signed this petition hi my presence, of their own free will. I believe them to be the genuine signature of the persons whose names appear, and each signer Cirohad ul oppaSigna bFefo � ncpg Pn nd to cific Il e of proposed development atnr's e: /�� F. Fes+ T.�; It,7 i IN U�'PQSITION Submitted Into the public record in connection with item `Pz- on t t1: Priscilla A. Thompson City TO THE APPLICANT'S REQUESTED CLASS II SPECIAL PERMIT TO ALLOW THE CONSTRUCTION.OF AN 11-STORY MIXED -USE RESIDENTIAL/RETAIL TOWER CONSISTING OF 67 MULTI -FAMILY YJNITS AND 2400 SQUARE FEET OF RETAIL P.NCROACBING INTO THE PALM GROVE RESIDENTIAL NEIGHBORHOOD AT 7460 SISCAYNE BOULEVARD, MIAMI,1PLORIDA. We, the undersigned Oppose of the above referenced Class 11 special permit allowing an 11--story mixed use tower at 7460 Biscayne Boulevard. The proposed dcveloptnent will encroach l lot Into the Palm Grove neighborhood in order to increase the size and scope of the building. The proposed height cmd bulk of this project is out of scale with the surrounding buildings and homes, as well as the low -density character of the area. The project will further congest traffic on the Boulevard and cause additional "cut through" traffic on Palm Grove residential streets. The noise and light pollution coming from the tower will lower the quality of life enjoyed by Palm Grove residents. We, theref re, urge the City Commission to Deny the applicant's request or Continue the matter until the applicant substantially changes its design to be compatible with the surrounding area. Sign Name: dal Print Name: Address::. Date: Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: T ►� I+�rr PTA Velez n/rr, E0 5`) 416 7S 1�.1�r pi- 33/3 it is R v aIS In Al 7S Si - Sign Name: _ Print Naxne: Address: Date: Sign Name: Print Name: Address: Date: .J�l-t�t.1 3 31 & Sign Name: Print Nance: . LGfi-A--/u4/6 Address: iAk• Date: I I Sign Name: �� ` Jean Print Nam 1S0 Address: Date: Sign Name: Print Name: Address: 0 b ..,ma, 33 i '3 �1// 7/d y Date: l� I. 6/4 Y2 n Ve/eAhe circulator of this petition, affirm that the (.) (#) signatures heroin erelhe originals of the person named and signed, and that he or she signed this petition in my presence, of their own free will. 1 believe them to be the genuine signature of the persons whose names appear, and each signer had an opportunity before sign y i :_ ":� � d understand specific date of e proposed development Circulator's Signature: .st1 rises , _ Date:_ i / / 7 (Zf Submitted into the public' record in connection with item f-)q on (1-1S-o(( Priscilla A. Thompson City Clerk TO THE APPLICANT'S REQUESTED CLASS I1 SPECIAL PERMIT TO ALLOW THE CONSTRUCTION.OF AN 11-STORY MIRED -USE RESIDENTIAL/RETAIL TOWER CONSISTING OF 67 MULTI -FAMILY UNITS AND 2400 SQUARE FEET OF RETAIL ENCROACHING INTO THE PALM GROVE RESIDENTIAL NEIGHBORHOOD AT 7460 BISCAYNE BOULEVARD, MIAMI, FLORIDA. PETITIQN IN O P I We, the undersigned Oppose of the above referenced Class I1 special permit allowing an 1 1-story nixed use tower at 7460 Biscayne l ottlevvrd. The proposed development will encroach 1 lot Into the Palm Grove neighborhood in order to increase the size and scope (lithe building. The proposed height and bulk of this project is out of scale with the surrounding buildings and hones, as well as the low -density character of the area, The project Will further congest traffic on the Boulevard and cause additional "cut through" traffic on Palm trove residential streets. The noise and light pollution coming from the tower will lower the quality of life enjoyed by Palm Grove residents. We, therefore, urge the City Commission to Deny the applicant's request or Continue the matter until the applicant substantially changes its r to be compatible with the surrounding area. Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: -4-1_,L-7 41"'ue ; =(, 33/ 3S . OJ 17 a x,y_ Sign Name: Print Name: ,$ I-t Address: Date: Sign Name: Print Name: Address: Date: 1, herein afire the giants of the p their own free wiUL 1 believe th had an opportunity before CIrculator's Signetu a:_ 1.10140 arson Warned and L1ie' I `' -k , the eke o F Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: Print Nanne: Address: Date: MOW of this petition, affirm that the T (e) signatures ed, and that he or she signed this petition in my presence, of siguature of the r arsons whose names appear, end each signer nd spec i d -tails o the proposed development. Date: Submitted Into the public record in connection with F�+ T�,TIUN IN Q1 F,UUI'T R item on l 1- I8 0� "'--' "' """"�' """' AThompsonTO TILLC APPLICANT'S REQUESTED CLASS II SPECIAL PERMIT TISCiAUa LLOW C►erk CONSTRUCTIJN.OF AN 11-STORY MIXED -USE RESIDENTIAL/RETAIL TOWER CONSISTING OF 57 MULTL-FAMILY UNITS AND 2400 SQUARE FEET OF RETAIL ENCROACHING INTO THE PALM GROVE RESIDENTIAL NEIGHBORHOOD AT 7460 BISCAYNE BOULEVARD, MIAMI, FLORIDA. We, the undersigned Oppose of the above referenced Class II special permit allowing an 11-story mixed use tower at 7460 Biscayne Boulevard. The proposed development will encroach I lot into the Palm drove neighborhood in order to increase the seize and scope of the building. The proposed height and bulk of this project is out of scale with the surrounding buildings and homes, as well as the low -density character of the area. The project will thither congest traffic on the Boulevard and cause additional "cut through" traffic on Palm Grove residential streets. 'The noise and light pollution corning from the tower will lower the quality of life enjoyed by Palm Grove residents. We, therefore, urge the City Commission to Deny the applicant's request or Continue the matter until the applicant substantially changes its design to be compatible with the surrounding area. Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Gets S NE 3�-cT L 3� /38 G. 33458 coo Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: Date: Sign Name: Print Name: Address: (�e-33 (3 f ..; - Date: i flA 1 rL 3I31:' Sign Name: Print Name: Address: Date: C�Lrlc j-Iir✓tieZ .. 3-75.5n_NE r7_3Si, MLa`.,; Fe�33l3g Nye 11 2 o-04F 1, ?fl-1RI C l A G E,L2NI0 us , the circulator of this petition, affirm that the C7 () signatures herein are the originals of the person named and signed, and that he or she signed this petition in my presence, of their own ties will. 1 belie em to be the genuine signature of the persons witase names appear, and oath signer had an opportunity before : to ittciuir d understand specific data oft proposed development CirouIator's signature: b i1'I bate: >/ if, ,40.1- FROM TRANSPORT ANALYSIS FAX NO. : 3053859997 Oct. 01 2004 11:23AM P2 TRANSPORT ANALYSIS PROFESSIONALS, INC. 8701 S.W. 137th AVENUE • SUITE 210 • MIAMI, FL 33183-4498 a TEL 305/385-0777 ► FAX 305/385-9997 September 30, 2004 Mr. Brad Knoefler Biscayne Corridor Development Inc. 1521, Alton Road, Suite 426 Miami Beach, 33139 RE: 7640 Biscayne Boulevard Multi -Use Development Traffic Impact Statement Dear Mr. Knoefler: Per you request we have reviewed your proposed development's site plan to assess potential traffic impacts to the surrounding area. As we understand it, you are proposing to construct a multi -use development at 7640 Biscayne Boulevard with the following land uses: Condominiums - 67-units Retail - 3,990 sf Using the seventh edition of Trip Generation rates as published by the Institute of Transportation. Engineers' (1'i'E), we have estimated the proposed site's traffic generation as follows: w Land Use Multi -use Traffic Generation for a LL d Residential and Commercial Use Building Condos - 67-units Retail - 3,990 sf ITE Code PM Peak Hour* No. In Out Total 232 16 9 25 814 5 6 11 Totals 21 15 36 *The PM peak period is used because it generates more traffic than the AM Peak period The retail use will likely have a high percentage (50%) of walk-in or internal use rather than generating new traffic on adjacent roadways. On. average, the net new generation will be about 30 trips in a 60-minute period in the PM peak or about one trip every two minutes. The motoring public from such a low volume of new trips will notice no increase in delay at area intersections. There could be a minor delay along NE 75th Street at the proposed site's access point to the building's parking, however at a rate of one vehicle every two minutes the delay, if any, will be very minimal. We also compared the proposed traffic with other possible "permittable" developments that are possible at the site. 0'y- D1o7 AitiirPlidinhna : Deslgn and Engineering • Accident Reconstruction • State of Florida EB 3766 FROM TRANSPORT ANALYSIS FAX NO. : 3053859997 Oct. 01 2004 11:23AM P3 Mr. Brad Knoefler September 30, 2004 Page 2 Scenario No. Land Use/Size ITE Code PM Peak Hour No. In Out Total 1 Retail — 20,000 sf 814 24 30 54 2 Office — 80,000 sf 710 29 140 169 3 Office/Retail — 71,000/9,000 sf 710/814 38 145 183 The proposed residential/retail uses will generate less traffic than the three (3) "permittable" scenarios listed above. Further, we researched the County's traffic concurrency monitoring data at nearby stations and found the following information at sites closest to the proposed development as follows: Station Available No. Location Trips 142 NW 79 Street E/O N. Bayshore Dr 6,122 522 Biscayne Blvd Bet. NE 79 St & NE 87`h St 2,136 538 NW 79 Street W/O NW 27 Avenue 3,143 5065 Biscayne Blvd Bet N. NE 54 St &NE 79 St 3,475 9278 NE 2 Ave Bet NE 79 St & NE 36 St I,440 As can be seen with the available trips, all nearby stations we researched have more than adequate capacity to accommodate the proposed developments traffic. If additional information is needed, please contact me at your convenience. Sincerely, TRANSPORT ANALYSIS PROFESSIONALS, INC. Z/Z.hier Richard P. Eichinger Senior Traffic Engineer RPE/j a/4740 Enclosures Submitted Into the public record in connection with cc: Gilberto Pastoriza, Esq. item 'PZ -i ‘ on // /1-D4 Priscilla A. Thompson City Clerk FROM : TRANSPORT ANALYSIS FAX NO. : 3053859997 Oct. 01 2004 11:24AM P4 Summary of Trip Generation Calculation For 9 T.G.L.A, of Specialty Retail Center September 27, 2004 Average ' Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 44.32 15.52 1.00 399 7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.00 0.00 1.00 0 4-6 PM Peak Hour Enter 1,19 0.00 1.00 11 4-6 PM Peak Hour Exit 1.52 0.00 1.00 14 4-6 PM Peak Hour Total 2.71 1.83 1.00 24 AM Pk HT, Generator, Enter 3.28 0.00 1.00 30 AM Pk Hr, Generator, Exit 3.56 0.00 1.00 32 AM Pk Hr, Generator, Total 6.84 3.55 1.00 62 PM Pk Hr, Generator, Enter 2.81 0.00 1.00 25 PM Pk Hr, Generator, Exit 2.21 0.00 1.00 20 PM Pk Hr, Generator, Total 5.02 2.31 1.00 45 Saturday 2-Way Volume 42.04 13.97 1.00 378 Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 Sunday 2-Way Volume 20.43 10.27 1.00 184 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Hour Exit 0.00 0.00 1.00 0 Sunday Peak Hour Total 0.00 0.00 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Submitted Into the public record in connection with item Pa-)y on i - P-o Priscilla A. Thompson City clerk FROM : TRANSPORT ANALYSIS FAX NO. : 3053859997 Oct. 01 2004 11:24AM P5 Summary of Trip Generation Calculation For 67 Dwelling Units of High -Rise Residential Condo / Townhouse September 22, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 4.18 2.08 1.00 280 7-9 AM Peak Hour Enter 0.06 0.00 1.00 4 7-9 AM Peak Hour Exit 0.28 0.00 1.00 19 7-9 AM Peak Hour Total 0.34 0.59 1.00 23 4-6 PM Peak Hour Enter 0.24 0.00 1.00 16 4-6 PM Peak Hour Exit 0.14 0.00 1,00 9 4-6 PM Peak Hour Total 0.38 0.62 1.00 25 AM Pk Hr, Generator, Enter 0.06 0.00 1.00 4 AM Pk Hr, Generator, Exit 0.28 0.00 1.00 19 AM Pk Hr, Generator, Total 0.34 0.59 1.00 23 PM Pk Hr, Generator, Enter 0.26 0.00 1.00 17 PM Pk Hr, Generator, Exit 0.12 0.00 1.00 8 PM Pk Hr, Generator, Total 0.38 0.62 1.00 25 Saturday 2-Way Volume 4.31 2.11 1.00 289 Saturday Peak Hour Enter 0.15 0.00 1.00 10 Saturday Peak Hour Exit 0.20 0.00 1.00 13 Saturday Peak Hour Total 0.35 0.59 1.00 23 Sunday 2-Way Volume 3.43 1.88 1.00 230 Sunday Peak Hour Enter 0.16 0.00 1.00 11 Sunday Peak Hour Exit 0.14 0.00 1.00 9 Sunday Peak Hour Total 0.30 0.55 1.00 20 Note: A zero iadz.cates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Submitted Into the public record in connection with item P2-) I on i - IS-o'i Priscilla A. Thompson City Clerk FROM': TRANSPORT ANALYSIS FAX NO. : 3053859997 Oct. 01 2004 11:24AM PG Summary of Trip Generation Calculation For 3.990 T.G.L.A. of Specialty Retail Center September 22, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 44.32 15.52 1.00 177 7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.00 0.00 1.00 0 4-6 PM Peak Hour Enter 1.19 0.00 1.00 5 4-6 PM Peak Hour Exit 1.52 0.00 1.00 6 4-6 PM Peak Hour Total 2.71 1.83 1.00 11 AM Pk Hr, Generator, Enter 3.28 0.00 1.00 13 AM Pk Hr, Generator, Exit 3.56 0.00 1.00 14 AM Pk Hr, Generator, Total 6.84 3.55 1.00 27 PM Pk Hr, Generator, Enter 2.81 0.00 1.00 11 PM Pk Hr, Generator, Exit 2.21 0.00 1.00 9 PM Pk Hr, Generator, Total 5.02 2.31 1.00 20 Saturday 2-Way Volume 42.04 13.97 1.00 168 Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 Sunday 2-Way Volume 20.43 10.27 1.00 82 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Hour Exit 0.00 0.00 1.00 0 Sunday Peak Hour Total 0.00 0.00 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trap Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Submitted Into the public record in connection with item P2-14 on -0 Priscilla A. Thompson City Clerk FROM : TRANSPORT ANALYSIS FAX NO. : 3053859997 Oct. 01 2004 11:25AM P7 Summary of Trip Generation Calculation For 20 T.G.L.A. of Specialty Retail Center September 27, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 44.32 15.52 1.00 886 7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.00 0.00 1.00 0 4-6 PM Peak Hour Enter 1.19 0.00 1.00 24 4-6 PM Peak Hour Exit 1.52 0.00 1.00 30 4-6 PM Peak Hour Total 2.71 1.83 1.00 54 AM Pk Hr, Generator, Enter 3.28 0.00 1.00 66 AM Pk Hr, Generator, Exit 3.56 0.00 1.00 71 AM Pk Hr, Generator, Total 6.84 3.55 1.00 137 PM Pk Hr, Generator, Enter 2.81 0.00 1.00 56 PM Pk Hr, Generator, Exit 2.21 0.00 1.00 44 PM Pk Hr, Generator, Total 5.02 2.31 1.00 100 Saturday 2-Way Volume 42.04 13.97 1.00 841 Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 Sunday 2-Way Volume 20.43 10.27 1.00 409 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Hour Exit 0.00 0.00 1.00 0 Sunday Peak Hour Total 0.00 0.00 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Submitted into the public record in connection with item P2-ly on /i-ie-o} Priscilla A. Thompson City Clerk FROM : TRANSPORT ANALYSIS FAX NO. : 3053859997 Oct. 01 2004 11:25AM P8 Summary of Trip Generation Calculation For 80 Th.Gr.Sq.Ft. of General Office Building September 27, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 7-9 AM Peak Hour Enter 7-9 AM Peak Hour Exit 7-9 AM Peak Hour Total 4-6 PM Peak Hour Enter 4-6 PM Peak Hour Exit 4-6 PM Peak Hour Total AM Pk Hr, Generator, Enter AM Pk Hr, Generator, Exit AM Pk Hr, Generator, Total PM Pk Hr, Generator, Enter PM Pk Hr, Generator, Exit PM Pk Hr, Generator, Total Saturday 2-way Volume Saturday Peak Hour Enter Saturday Peak Hour Exit Saturday Peak Hour Total Sunday 2-Way Volume Sunday Peak Hour Enter Sunday Peak Hour Exit Sunday Peak Hour Total 14.04 0.00 1.73 0.00 0.24 0.00 1.96 0.00 0.36 0.00 1.75 0.00 2.11 0.00 1.73 0.00 0.24 0.00 1,96 0.00 0.36 0.00 1.75 0.00 2.11 0.00 2.37 0.00 0.21 0.00 0.18 0.00 0.39 0.00 0.74 0.00 0.08 0.00 0.06 0.00 0.14 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1123 138 19 157 29 140 �.6 & ici 138 19 157 29 140 168 190 17 14 31 59 7 5 12 Note: A zero indicates no data available. The above rates were calculated from these equations: 24-Hr. 2-Way Volume: 7-9 AM Peak Hr. Total: 4-6 PM Peak Hr. Total: AM Gen Pk Hr. Total: PM Gen Pk Hr. Total: Sat. 2-Way Volume: Sat. Pk Hr. Total: Sun. 2-Way Volume: Sun. Pk Hr. Total: LN(T) = .77LN(X) + 3.65, R^2 = 0.8 LN(T) = .8LN(X) + 1.55 RA2 = 0.83 , 0.88 Enter, 0.12 Exit T = 1.12(X) + 78.81 R^2 = 0.82 , 0.17 Enter, 0.83 Exit LN(T) _ .8LN(X) + 1.55 R^2 = 0.83 , 0.88 Enter, 0.12 Exit T = 1.12(X) + 78.81 R^2 = 0.82 , 0.17 Enter, 0.83 Exit T = 2.14(X) + 18.47, RA2 = 0.66 LN(T) = .81LN(X) + -.12 R^2 = 0.59 , 0.54 Enter, 0.46 Exit LN(T) = .86LN(X) + .31, R^2 = 0.5 LN(T) = .61LN(X) + -.23 R^2 = 0.56 , 0.58 Enter, 0.42 Exit Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Submitted Into the public record in connection with item Peron ii-tg'-oq Priscilla A. Thompson City Clerk •FROM': TRANSPORT ANALYSIS FAX NO. : 3053859997 Oct. 01 2004 11:26AM P9 Summary of Trip Generation Calculation For 71 Th.Gr.Sq.Ft. of General Office Building September 27, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 7-9 AM Peak Hour Enter 7-9 AM Peak Hour Exit 7-9 AM Peak Hour Total 4-6 PM Peak Hour Enter 4-6 PM Peak Hour Exit 4-6 PM Peak Hour Total AM Pk Hr, AM Pk Hr, AM Pk Hr, PM Pk Hr, PM Pk Hr, PM Pk Hr, Generator, Generator, Generator, Generator, Generator, Generator, Enter Exit Total Enter Exit Total Saturday 2-Way Volume Saturday Peak Hour Enter Saturday Peak Hour Exit Saturday Peak Hour Total Sunday 2-Way Volume Sunday Peak Hour Enter Sunday Peak Hour Exit Sunday Peak Hour Total 14.43 0.00 1.77 0.00 0.24 0.00 2.01 0.00 0.38 0.00 1.85 0.00 2.23 0.00 1.77 0.00 0.24 0.00 2.01 0.00 0.38 0.00 1.85 0.00 2.23 0.00 2.40 0.00 0.21 0.00 0.18 0.00 0.39 0.00 0.75 0.00 0.09 0.00 0.06 0.00 0.15 0.00 1.00 1025 1.00 126 1.00 17 1.00 143 1.00 27 1.00 131 1.00 158 1.00 126 1.00 17 1.00 143 1.00 27 1.00 131 1.00 158 1.00 170 1.00 15 1.00 13 1.00 28 1.00 53 1.00 6 1.00 4 1.00 11 Note: A zero indicates no data available. The above rates were calculated from these 24-Hr. 2-Way Volume: 7-9 AM Peak Hr. Total: 4-6 PM Peak Hr. Total: AM Gen Pk Hr. Total: PM Gen Pk Hr. Total: Sat. 2-Way Volume: Sat. Pk Hr. Total: Sun. 2-Way Volume: Sun. Pk Hr. Total: LN(T) = LN(T) = equations: .77LN(X) + 3.65, R^2 = 0.8 .8LN(X) + 1.55 R^2 0.83 , 0.88 T = 1.12(X) + 78. R^2 = 0.82 , 0.17 LN(T) = .8LN(X) + R^2 = 0.83 , 0.88 T = 1.12(X) + 78. R^2 = 0.82 , 0.17 T =- 2.14(X) + 18. LN(T) = .81LN(X) + R^2 = 0.59 , 0.54 LN(T) = .86LN(X) + LN(T) = .61LN(X) + R^2 = 0.56 , 0.58 Enter, 0.12 81 Enter, 0.83 1.55 Enter, 0.12 81 Enter, 0.83 47, R^2 = 0.66 12 Enter, 0.46 .31, R^2 = 0 -.23 Enter, 0.42 Exit Exit Exit Exit Exit .5 Exit Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Submitted IntotheeC on with item record in loon on i - 11.- Priscilla A. Thompson � Clerk