Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
19-9680 Centerpoint Properties Trust
Sponsored by: City Manager RESOLUTION NO.19-9680 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA, APPROVING THE FINAL " SITE PLAN REVIEW REQUEST BY CENTERPOINT PROPERTIES TRUST, TO CONSTRUCT A TRACTOR TRAILER TRUCK PARKING FACILITY ON THE VACANT LOT IDENTIFIED BY FOLIO 08-2129-018- 0010 AND 2129-018-0010 IN THE I-3 ZONING DISTRICT; PROVIDING FOR APPROVAL; PROVIDING FOR SCRIVENER'S ERRORS; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, pursuant to the City of Opa-Locka's Code of Ordinances and the City's Land Development Regulations, Ordinance 15-31, the City Commission has the power to approve, approve with conditions or deny any site plan review request; and WHEREAS, the applicant appeared and has presented their formal application request, all evidence, documents, and marked exhibits before the Planning & Zoning Board on June 4, 2019 pursuant to the City Code of Ordinances and the City's Zoning Regulations; and WHEREAS, after reviewing the presentation and having additional discussion, the Planning & Zoning Board approved this request for final site plan at the June 4, 2019 meeting by a 5 to 0 vote, and WHEREAS, the City Land Development Regulations, Ordinance 15-31, Section 22-49 G, provides that all recommendations and findings of fact by the Planning & Zoning Board shall be placed on the next available regular City Commission meeting agenda in compliance with notice requirements. NOW, THEREFORE, BE IT DULY RESOLVED BY THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA: Resolution No. 19-9680 Section 1. Adoption of Representations. The above recitals are true and correct and are incorporated into this Resolution by reference. Section 2. Approval/Denial of Request. The City Commission of the City of Opa- locka approves / denies this request for final site plan review to construct tractor trailer truck parking facility on the property located at the corner of NW 123 Street and NW 37th Avenue and identified by folio 08-2129-018-0010 and 30-2129-018-0010 in the I-3 zoning district, Opa-locka, FL 33054. Section 3. Conditions. 1) The Owner and his assigns shall limit the parking on the site to parking for tractors and trailers only. 2) There shall be no parking or storage of construction equipment, construction and related vehicles, including bulldozers, wheel loaders, excavators, backhoe loaders, dump trucks, construction cranes and any equipment associated with such construction and similar vehicles of this type. 3) There shall be no container stacking or container storage on the site. 4) No person shall sleep, camp or lodge on the property site at any time. Further conditions and commitments by Owner as initiated by Owner: 1) Owner has agrees to employ City of Opa-Locka residents through the assistance of the Career Source South Florida Office or a similar office designated by City if said office ceases to exist. Owner shall require that all contractors and all their subcontractors employ Opa-Locka residents through the assistance of the Career Source South Florida Office, in coordination with the City of Opa-Locka, and in accordance with the Memorandum of Understanding between the City of Opa- Locka and Career Source South Florida. 2) The Owner agrees to host job fairs before and during the construction phase of the development for any and all construction jobs. 3) The Owner agrees to host job fairs after construction of the building for building (business) operations and job hiring on the site once construction is completed. Resolution No. 19-9680 Section 4. Effective Date. This Resolution shall take effect immediately upon adoption by the City Commission of the City of Opa-Locka and after State of Florida appropriate review. PASSED and ADOPTED this 24th day of July 2019. Matthew A. Pigatt, Mayor ATTEST: oa �� a Flores, City Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY: Bu ' a:' - • - orris-W ks, P.A. City Attorney Moved by: Seconded by: VOTE: 4-0 Commissioner Burke Commissioner Kelley Commissioner Bass YES Commissioner Burke YES Commissioner Kelley YES Vice -Mayor Davis YES Mayor Pigatt ABSENT City of Opa-Locka Agenda Cover Memo Department Director: Gregory Gay Department Director Signature: ' Finance Director: FD Signature: Department City Manager: Newall J. Daughtrey CM Signature: Commission Meeting Date: 06-06-19 Item Type: (EnterX in box) Resolution Ordinance Other X Fiscal Impact: (Enter X in box) Yes No Ordinance/Resolution Reading: (Enter X in box) 1st Reading 2nd Reading X X Public Hearing: (EnterX in box) Yes No Yes No X X Funding Source: Account# : (Enter Fund & Dept) Ex: PTP Advertising Requirement: (EnterX in box) Yes No X Contract/P.O. Required: (EnterX in box) Yes No RFP/RFQ/Bi#: N/A X Strategic Plan Related (Enter X in box) Yes No Strategic Plan Priority Enhance Organizational Bus. & Economic Public Safety Quality of Education Qual. of Life & City Communcation Area: Strategic Plan Obj./Strategy: (list the specific objective/strategy this item will address) X • Dev • • Image MI • Sponsor Name City Manager . Department: Planning & Community Development City Manager Short Title: A Resolution of the City Commission of the City of Opa-locka, Florida, recommending Final Site Plan Review approval for CenterPoint Properties Trust to construct a tractor trailer truck parking facility on the property located at the corner of NW 123rd Street and NW 37th Avenue and identified by folio 08-2129-018-0010 and 30-2129-018-0010 in the 1-2 zoning district. Providing for an effective date. Staff Summary: Resolution-CenterPoint Properties Trust -Brian Hollings SP 6-6-19 CenterPoint Properties Trust c/o Brian Hollings, through their Engineer & Project Manager, Michael Carr, P.E. of Langan Engineering & Environmental Services presented two requests to Planning & Community Development Department Staff to be forwarded to the Planning & Zoning Board for their review and approval recommendation. The first request was for site plan review and approval recommendation to construct a tractor trailer truck parking facility which would include an office building and a designated area for employee parking at the site identified by folios 08-2129-018-0010 and 30-2129-018-0010 in the 1-2 zoning district. The second request was for review and approval recommendation of the development agreement governing the site plan at the site identified by the aforementioned folios in the 1-2 zoning district in accordance with the City Zoning Code, Ordinance 15-31. Background to According Miami -Dade County Property Appraiser's website, the subject Properties legal descriptions are as follow: 08-2129-018-0010 10TH ADDN TO SEABOARD IND PARK PB 158-44, TR A LESS BEG SE COR OF TR A IN SEC 28 TH S 87 DEG W 25FT N 01 DEG W 1198.27FT SELY AD 135.88FT S01 DEG E 1064.81 FT TO FOB; LOT SIZE 337,304 SQ FT FAU 30 2129 018 0010 OR 22784-2048 1004 2 30-2129-018-0010 10TH ADDN TO SEABOARD IND PARK PB 158-44 T-21001 PORT OF TR A DESC BEG SE COR OF TR A IN SEC 28 TH S 87 DEG W 25 FT N 01 DEG E 1064-.81 FT TO POB; LOT SIZE 28,861 SQ FT FAU 30 3133 001 0040 OR 22784-2048 1004-2 The subject properties are currently owned by Franmar Properties of South Florida, LLC according to the Miami -Dade County Property appraiser's website. The subject Properties are considered to be virgin land because they were never developed prior to this proposed development which explains the reason why there is not a physical mailing address yet assigned for the subject property. The larger of the two parcels, 337,304 sq ft„ is located in the City of Opa-locka while the smaller parcel, 28,861 sq. ft. is located in unincorporated Miami -Dade County as highlighted in red. (see attached picture) The combined properties are approximately 366,165 square feet or 8.40 acres. The site is only accessible via a county road at its most southern edge which provides for ingress and egress, and is immediately adjacent to the most western point of NW 123rd Street. That street going eastwardly provides the vehicular path from and to the subject Property with NW 36th Avenue and the major arterial road, NW 32nd Avenue. Currently the site conditions are as follow: trees, overgrown grass, shrubberies, and various types of vegetation. The site is located immediately adjacent to the main railroad, railroad spurs and easements at its west, north and east edge. Resolution-CenterPoint Properties Trust -Brian Hollings SP 6-6-19 The proposed development use for tractor -trailer parking and storage facility including an 1800 square foot office space is in harmony with the general characteristics of the surrounding neighborhood for industrial uses which includes major and minor manufacturing, various product distribution, wholesale storage, fleet operations, etc., and product storage. The site plan provides that for this approximately 366,165 square feet or 8.40 acres combined site that the applicant is proposing to remove all of the invasive Austrailian Pines trees on the property and replacing them with other native trees as listed in the site plan. This site plan request is in conformance with City Land Development Regulation 15-31. Staff has recommended approval of this Request. Attachment: P&Z Application Package P&Z Staff Report P & Z Board Meeting Minutes 6-4-19 DRAFT Resolution- Resolution-CenterPoint Properties Trust -Brian Hollings SP 6-6-19 Memorandum T0: Matthew A. Pigatt, Mayor Chris Davis, Vice Mayor Sherelean Bass, Commissioner Alvin Burke, Commissioner Joseph L. Kelley, Commissioner FROM: Newall J. Daughtrey, Interim City Manager DATE: June 6, 2019 RE: A Resolution of the City Commission of the City of Opa-locka, Florida, recommending Final Site Plan Review approval for CenterPoint Properties Trust to construct a tractor trailer truck parking facility on the property located at the corner of NW 123rd Street and NW 37th Avenue and identified by folio 08-2129-018-0010 and 30-2129-018-0010 in the 1-2 zoning district. Providing for an effective date. Request: CenterPoint Properties Trust c/o Brian Hollings, through their Engineer & Project Manager, Michael Carr, P.E. of Langan Engineering & Environmental Services presented two requests to Planning & Community Development Department Staff to be forwarded to the Planning & Zoning Board for their review and approval recommendation. The first request was for site plan review and approval recommendation to construct a tractor trailer truck parking facility which would include an office building and a designated area for employee parking at the site identified by folios 08-2129-018-0010 and 30-2129-018- 0010 in the 1-2 zoning district. The second request was for review and approval recommendation of the development agreement governing the site plan at the site identified by the aforementioned folios in the I-2 zoning district in accordance with the City Zoning Code, Ordinance 15-31. Background: According to Miami -Dade County Property Appraiser's website, the subject Properties legal descriptions are as follow: 08-2129-018-0010 10TH ADDN TO SEABOARD IND PARK PB 158-44, TR A LESS BEG SE COR OF TR A IN SEC 28 TH S 87 DEG W 25FT N 01 DEG W 1198.27FT SELY AD 135.88FT S01 DEG E 1064.81 FT TO POB; LOT SIZE 337,304 SQ FT FAU 30 2129 018 0010 OR 22784-2048 1004 2 30-2129-018-0010 Resolution CenterPoint Properties Trust -Brian Hollings SP 6-6-19 10TH ADDN TO SEABOARD IND PARK PB 158-44 T-21001 PORT OF TR A DESC BEG SE COR OF TR A IN SEC 28 TH S 87 DEG W 25 FT N 01 DEG E 1064-.81 FT TO POB; LOT SIZE 28,861 SQ FT FAU 30 3133 001 0040 OR 22784-2048 1004-2 The subject properties are currently owned by Franmar Properties of South Florida, LLC according to the Miami -Dade County Property appraiser's website. The subject Properties are considered to be virgin land because they were never developed prior to this proposed development which explains the reason why there is not a physical mailing address yet assigned for the subject property. The larger of the two parcels, 337,304 sq ft„ is located in the City of Opa-locka while the smaller parcel, 28,861 sq. ft. is located in unincorporated Miami - Dade County as highlighted in red. (see attached picture) The combined properties are approximately 366,165 square feet or 8.40 acres. The site is only accessible via a county road at its most southern edge which provides for ingress and egress, and is immediately adjacent to the most western point of NW 123rd Street. That street going eastwardly provides the vehicular path from and to the subject Property with NW 36th Avenue and the major arterial road, NW 32nd Avenue. Currently the site conditions are as follow: trees, overgrown grass, shrubberies, and various types of vegetation. The site is located immediately adjacent to the main railroad, railroad spurs and easements at its west, north and east edge. The proposed development use for tractor -trailer parking and storage facility including an 1800 square foot office space is in harmony with the general characteristics of the surrounding neighborhood for industrial uses which includes major and minor manufacturing, various product distribution, wholesale storage, fleet operations, etc., and product storage. The site plan provides that for this approximately 366,165 square feet or 8.40 acres combined site that the applicant is proposing to remove all of the invasive Australian Pines trees on the property and replacing them with other native trees as listed in the site plan. This site plan request is in conformance with City Land Development Regulation 15-31. Financial Impact: There is no financial negative impact to the City to approve this Resolution. Implementation Time Line: Immediately Legislative History: N/A Staff Recommendation: Staff recommends approval of this request Planning & Zoning Board Recommendation: P&Z Board Recommended Approval 5-0 Vote Attachment(s) Resolution CenterPoint Properties Trust -Brian Hollings SP 6-6-19 2 P&Z Application Package P&Z Staff Report P&Z Board Minutes June 4, 2019 DRAFT Resolution Prepared By: Planning & Community Development Dept. Gregory Gay, Director Gerald Lee, Zoning Official Resolution CenterPoint Properties Trust -Brian Hollings SP 6-6-19 3 Page 2 of 5 " THE GREAT CITY ( gay PA-g,8%GUJ 97orida2 PLANNING & ZONING BOARD APPLICATION Received: By: Date: 1 APPLICATION NUMBER: fi (:ACM 0 / CHECK NUMBER: •--“ DATE RECEIVED: ' PROPERTY OWNER'S NAME: CenterPoint Properties Trust PROPERTY OWNER'S ADDRESS: 1808 Swift Drive, Oak Brook IL 60523 Number/Street City State/Zip Code APPLICANT'S NAME: Brian C. Hoilings APPLICANT'S ADDRESS: 150 West iVlain Street, Suite 1820 Norfolk VA 23510 Number/Street City State/Zip Code PHONE NUMBER: OFFICE 757-630-7474 HOME OTHER 757-630-7474 SUBJECT PROPERTY ADDRESS: TAX FOLIO NUMBER: LEGAL DESCRIPTION: Number/Street ed, - PRESENT ZONING: c-7i1A-L Tract A - PB 158, Page 44 - No Street Address Please check specific request: Tentative Plat Final Plat Comprehensive Plan Amendment: Small Scale; Large Scale (please specifr type of amendment below) Rezoning Drainage Plan Fill Permit Request Preliminary Site Plan Review 7,-Final Site Plan Review Conditional Use Permit - No Plans Conditional Use Permit - With Plans Special Exception - No Plans Special Exception - With Plans Development Agreement Restrictive Covenant Other - Please specify: Add any additional information that may be of importance to this request: Reference to Ordinance 15- 1 3 Land Development Regulations/ Zoning Code: Ordinance 1 5- 3 I Page 3 of s PLANNING & ZONING BOARD APPLICATION (Checklist) Received: i By: { Date: Applications will not be accepted withoaat ate following data. For a public bearing, all items below are necessary apes must be submitted. •<..' Completed application form �n� ' Application fee payable to the City of Opa-locka by check or money order Copy of property owner's and/or applicant's driver license/photo I.D. Affidavit (see below), and power of attorney of the property owner (page 3) (Both must be Notarized) — N A completed Neighborhood petition form (attached) with the signature of each property owner in front, in the rear, to the Heft and to the right of the subject property, indicating his or her support for the proposed project. (Must include name, address, folio and phone number). All preliminary and final site plans, along with property survey, must be submitted on CD -Rom disc in Cad and PDF format. Fifteen (15) certified boundary and topographic surveys of the property (size 36 x 24 inches). (The submitted property survey must not exceed a maximum of two (2) years from date created in order to be considered acceptable by the City of Opa-►ocka) ` Fifteen (15) copies of Site Development Plan showing all drainage, water, sewer, structures, landscaping and parking in accordance with the City's zoning ordinance; (size 36 x 24 & at least 7 Sealed Copies Map showing parcel to be considered and all properties' legal descriptions thereof, within 375' radius of said parcel. Map to be 1" = 100" scale. Owner's name, address, folio number and legal description on each parcel (Original and 2 copies size of document to accommodate scale) Narrative concept must be submitted with application AFFIDAVIT being first duly sworn, depose and say that I am the OWNER of the property ,and 1 I, Brian C. Hollings understand that this 'ot n mypst be complete and accurate before a public hearing can be advertised. gnature 1/21/19 Date Sworn to and subscribed before me: • Thi 21 st day of lv`titaq Public Attaclq copy of identification January 2019 Ordinance 15-'I My commission expires Page of 5 PLANNING & ZONING BOARD APPLICATION POWER OF ATTORNEY Received: By: Date: This form is to be attached to all applications, and to be returned with the application. No application will be honored or persons heard by the Planning & Zoning Board unless a notarized copy of this Power of Attorney is submitted. To: From: City of ®pa-locka CenterPoint Properties Trust Subject: Power of Attorney (authorization for a person, other than the property owner, to speak in the property owner's behalf). I Brian C. Hollings being first duly sworn, depose and say that I am the owner of the property legally described as: Tract A - PB 158, Page 44 - No Street Address I do give to Michael Can- with Langan Engineers _ the power of Attorney and authority to speak in my behalf in reference to the above described property. Further, by affixing my notarized signature to this document, I also authorize Michael Can- with Langan Engineers to negotiate and commit to the City Commission and City Administration in my behalf. I will abide by all finial determinations of the City Commission and City Administration. 1/21/19 Date Sworn to and subscribed before me: ^".ii.• 21st r January My commission expires: Notary 13-tSbine Er A u� °°.R ° Pun �Y .° • acilareki9Fisp dmitz,1,5,- 13; t'n Lana Ficvcirigi tip, aafiortsr:toaing Code: ®rdinancc 15-3 I EXp/ "")6704. •,�30/20 • ;mac® u yy4 > ... �4•\�\^�j `pea® TH OF F - 0� Page S of 5 Attach copy of identification RE: PROPERTY ADDRESS: Received: By: Date: PLANNING & ZONENG BOARD NEIGHBORHOO.D PETITION LEGAL DESCR I!' TION: Tract A - PB 158, Page 44 - No Street Address PROPERTY OWNER'S NAME: CenterPoint Properties Trust PHONE: 757-630-7474 ADDRESS (If different): 1808 Swift Drive, Oak Brook IL 60523 • tur Signature — Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance 15-3 I Page 2 of 5 " THE GREAT CITY " y aPiOcigACKA gamy:do/ PLANNING & ZONING BOARD APPLICATION Received: By: Date: APPLICATION NUMBER: CHECK NUMBER: DATE RECEIVED: PROPERTY OWNER'S NAME: CenterPoint Properties Trust PROPERTY OWNER'S ADDRESS: 1808 Swift Drive, Oak Brock 1L 60523 Number/Street City State/Zip Code APPLICANT'S NAME: CenterPoint Properties_ Mike Tortorici APPLICANT'S ADDRESS: 1808 Swift Drive, Oak Brook IL 60523 Number/Street City State/Zip Code PHONE NUMBER: OFFICE 757-630-7474 HOME SUBJECT PROPERTY ADDRESS: 3705 NW 123rd Street Number/Street Folio #08-2129-0180-0010 TAX FOLIO NUMBER: Folio #30-2129- 0180-0010 LEGAL DESCRIPTION: Tract A - PB 158, Page 44 OTHER PRESENT ZONING: I-2 Liberal Industrial Please check specific request: Tentative Plat Final Plat Comprehensive Plan Amendment: _Small Scale; _Large Scale (please spedlfy type of amendment below} _ Rezoning _Drainage Plan _Fill Permit Request Preliminary Site Plan Review X Final Site Plan Review _ Conditional Use Permit - No Plans Conditional Use Permit- With Plans Special Exception - No Plans _Special Exception - With Plans Development Agreement _ Restrictive Covenant _Other - Please specify: Add any additional information that may be of importance to this request: Reference to Ordinance 15-13 Land Development Regulations/ Zoning Codc: Ordinance 15-31 Page 4 of 5 PLANNING & ZONING BOARD APPLICATION POWER OF ATTORNEY Received: By: Date: This form is to be attached to all applications, and to be returned with the application. No application will be honored or persons heard by the Planning & Zoning Board unless a notarized copy of this Power of Attorney is submitted. To: From: City of Opa-locks CenterPoint Properties Trust Subject: Power of Attorney (authorization for a person, other than the property owner, to speak in the property owner's behalf), I of the property legally described as: Folio #08 2129 0180 0010 Mike Tortorici ot1A . being first duly sworn, depose and say that I am the owner I do give to Michael Carr and Brian Hollings the power of Attorney and authority to speak in my behalf in reference to the above described property. Further, by affixing my notarized signature to this document, I also authorize Mic r el Carr d i , 'n _ s to negotiate and commit to the City Commission and City Administratio "'�;,L beha by all final determinations of the City Commission and City Administration. 77" Signature pAiehaei Tortorld Senior Vice President, Treasurer Date Sworn to and subscribed before me: This /C�� day of �J11[.y 20/ 9 4-71.. Notary Public Reference to Ordinance 15-13 Land Devetopment Regulations/ 7,oning Code: Ordinance 15-31 My OFFICIAL SEAL MICHELLE M METES NOTARY PUBLIC - STATE OF ILLINOIS MY COMMISSION EXPIRES:01/24/20 CFN: 20190041621 BOOK 31297 PAGE 4001 DATE:01/22/2019 04:26:23 PM DEED DOC 30,000.00 SURTAX 22,500 00 HARVEY RUVIN, CLERK OF COURT. rv11A-DADE GTY Prepared by: Sr'1I OME J. rEKhK15, lag. PARADY MAIM, P.A. 307 SE t4T11 mum. FORT L.AUDERDALE . FLORIDA 33316 Parcel identification Nos. 08-Z129-018-0010 and 30-2129-018-00W SPECIAL WARRANTY DEED T.hi ' I11dentu a ss made this )9 day of December, 2018, 'between FRANMA.R PROPERTIES OF SOUTH FLORIDA LLC, a Florida limited liability company ("Grantor"), whose address is 111 Paterson Avenue, Hoboken, New Jersey 07030 and CE.NTERPOINT PROPERTIES TRUST, a Maryland zeal estate investment trust ("Grantee"), whose address is 1808 Swift Drive, Oak Brook, Illinois 60523. Witnesseth that Grantor, for and in consideration of the slain of Ten Dollars and other good and valuable considerations to Grantor in hand paid by grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying, and being; in Miami -Dade County, Florida, to -wit; Tract "A" of "Tenth Addition to Seaboard Industrial Park", according to the plat thereof, recorded in flat Book 158, Page 44, of the Public records of Miami -Dade County, Florida, This conveyance is made and accepted subject to those matters set forth on ENO,Oit A attached hereto and made a part hereof (the "Permitted E. xceptions"), Grantor will warrant and forever defend the right and title o said laird unto Grantee against the lawful claims of all persons owning, holding or claiming by, through or wider Grantor, but not otherwise. "Grantor" and "Grantee" ate used; for singular ar plural, as context requires. Paige 1 of 2 'Warranty Deed UN 20190041621 BOOK 31297 PAGE 4002 IN WITNESS WHEREOF Grantor has hereunto set Grantor's hand and seal the day and year first above written, Signed, sealed and delivered in our presence: .1 WITNESS SKINTTWE; VbfITNESS pRiNT NAME: _go> 6.0: ick,* WITNESS r, SIGN NAME; ln�11,•-•(„,./--31/V-;<,! ?,\ d '- WITNESS PRINT NA6,411: ptkoe ( STATE OF NEW JERSEY ) ss: COUNTY OF HUDSON FRANMAR PROPERTIES OF SOUTII FLORIDA__LIX,' a Florida -limited equip rifi)- ./ -(‘ By: _ . _ . Francis I edesco, Manager The foregoing instrument was acknowledged before me this :28 day of December, 20 IS, by Francis Tedesco, as Manager of Rama Properties of South Florida a Florida limited liability company on behalf of the company. He is personally known to one or has produced ,..keyb.hltitcs„ aS identification. My Commission 1expires: Notary Public VERONICA J. CASTRO NOTARY PUBUC NEW JERSEY COMMISSION EXPIRES MAY 22. 2021 Page 2 of 2 Warranty Deed CFN 20190041621 BOCK 31297 PAGE 4003 EXHIBIT A PERMITTED EXCEPTIONS 1. Tiyxes arid MSCSsmcIIt5 for the year 2019 and subsequent years, which are not yet clue and payable. Canal, reclamation and oil, gas and mineral reservations scat. forth in the Deed from the "Trustees of the internal Improvement Fund recorded in [deed Book 176, purge 339, and re- recorded in Official Records Book 14325, page 2026. Dote_ The tight of entry and exploration associated with said coil, gas and mineral reservation has been released by Florida Statute 270.11(2)0). 3. Terms, covenants, conditions and easements contained in the Agreement between Seaboard Coast Line Railroad Company and Dade County recorded in Official Records Book 6426, page 657, as assigned to Miami -Dade 'Nato and Sewer Authority by the Assignment of Easements recorded in Official records Boob 9168, page 848. 4. Terms, covenants, conditions and other matters contained in the instrument entitled Easement Agreement Private Grade Crossings between CS.X Transportation, Inc. and Brian Pegram and G. Randall Pegrarn, recorded in Official Records Book 15581, page 3646 (affects Parcel 3), 5, Terms, covenants, conditions and other smatters contained in the entitled Easement Agreement Private Miracle Crossings between the State of Florida Department of Transportation and C:S'X Transportation, inc., recorded in Official records book 15613, page 1497 (affects Parcel 3). 6, Grant of Easement to ivietropolitan Dade County for water and s4wage utility purposes recorded in Official records Look 16340, page 61. 7, Restrictions, dedications and easements set forth on the plat of Tenth Addition to Seaboard industrial Perk recorded in Plat Book 1.58, page 44, 8. Terms, covenants, Conditions, easements and restrictions created by and set forth In the Special Wan-anty Deed from CSX'fransportation, Inc. recorded in 20769, page 2133. Terms, covenants, conditions and other matters contained in the instrument entitled Easement Agreement Private Grade Crossings between CS C Transportation, Inc. and Owelr Steel Company Florida, dibia SM1 Steel of Florida, recorded in Official Records Book 20769, page 2140, 10, Easement vested in Sprint Corns utnicaticans Company, L.P. by the Amended Easement Deed by Court Girder in Settlement of Landowner Aetion melded in Official Records Book 28922, page 4035. Page 1 01'2 of Exhibit A CFN 20190041621 BOOK 31297 PAGE 4004 'Perms, covenants, conditions and easements contained in the Agreement for Water and Sanitary Sewage Facilities between Miami -Dade County and Franntar Properties of South Florida L.i.0 recorded in Official Records floor 30421, page 3455. Page 2 or 2 of Exhibit A Prepared by: SALOME J. 1 tKAK1S, ESQ, PARADY & Z1KAKIS, 307 SE 141.11 STREET FORT LAUDERDALE. FLORIDA 33316 Porte) tdentiticot;on Nos. Q8-2129-018.0010 and 30-2129-018-0010 1_. CFN: 20190041621 BOOK 31297 PAGE 4001 DATE:01/22/2019 04:26:23 PM DEED DCC 30,000.00 SURTAX 22,500.00 HARVEY RUVIN, CLERK OF COURT. MIIA-QAD6 CTY SPECIAL WARRANTY DEED This Indentureis made this )9 day of December, 2018, between FR.ANMAR PROPERTIES OF SOUTII FLORIDA LLC, a Florida limited liability company ("Grantor"), whose address is 111 Paterson Avenue, Hoboken, New Jersey 07030 and CENTERPOINT PROPERTIES TRUST, a Maryland real estate investment trust ("Grantee"), whose address is 1808 Swift Drive, Oak Brook, Illinois 60523, Witn sseth that Grantor, for and in consideration of the sum of Ten Dollars and other good and valuable considerations to Grantor in hand paid by Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: Tract "A" of "Tenth Addition to Seaboard Industrial Park", according to the plat thereof, recorded in Plat Book 158, Page 44, of the Public: Records of Miami -Dade County, Florida. This conveyance is matte and accepted subject to those Matters set: forth on Exhibit A attached hereto and made a part hereof (the "Permitted Exceptions"), Grantor will warrant and forever defend the right and title to said land unto Grantee against the lawful claims of all persons, owning, holding or claiming by, through or under Grantor, but not otherwise. "Grantor" and "Grantee" are used for singular or plural, as context requites, Page L of 2 Warranty Deer! CFN 20190041621 BOOK 31297 PAGE 4002 IN WITNESS WHEREOF I Grantor has hereunto set Grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: FRANMAR PROPERTIES OF SOUTH FLORIDA__LLC-; a Flori:4-limited liability ) i 't comp* — -------„. . --- -----...„, ,.. ) ,/ ,_., , WITNESS / ..../ ...(, _,..t SIGNINTAkirg• — .--.-- — — 7. ' 3 By: _. ----.1__ ' _ -7:'' -- - .., . WITNESS F.,,RitsIT NAME: _50)6p oi. I. re K.i..-AlL a -Frincis Tedesco, Manager fA WITNESS ,r"--1 // • _ SIGN NAM r WITNESS PRINT NAVE; Pt, VE. R#141.4-4*1._ ) STATE OF NEW JERSEY ) ss: COUNTY OF HUDSON The foregoing instrument was acknowledged before me this ,2 8 day of December, 2018, by Francis Tedesco, as Manager of Frantnar Properties of South Florida [LC, a Florida limited liability company on behalf of the company. He is personally known to me or has produced IIS identification. Ivly Commission Expires: VERONICA J. CASTRO • NOTARY PUBLIC NEVY JERSEY COMMISSION EXPIRES MAY 22, 2021 Page 2 of 2 Warranty Deed CFN 20190041621 BOOK 31297 PAGE 4003 9, EXHIBIT A PEIZMITTED EXCEPTIONS 1, Taxers and assessments for the year 2019 and subsequent years, which are not yet clue and payable. Canal, reclamation and oil, gas and mineral reservations set. forth in the Deed from the Trustees of the Internal Improvement Fund recorded in Deed Kook 176, page 339, and re- recorded in Official Records Book 14325, page 2026. Note: The right of entry and exploration associated With said oil, gaff and mineral reservation has been released by Florida Statute 270.11(20). 3. Teams, covenants, conditions and easements contained in the Agreement between Seaboard Coast Line Railroad Company and Dade County recorded in Official Records Book 6426, page 657, as assigned to Miami-I?ade Water and Sewer Authority by the Assignment of Easements recorded in Official Records Book. 9168, page 848, 4, Terms, covenants, conditions and other matters contained in the instrutnent entitled Easement Agreement Private Grade Crossings between CSX Transportation, Inc. and Brian Pergrtun and G. Randall Pegram, recorded in Official Records Book 15581, page 3646 (affects Parcel 3). 5. 'Perms, covenants, conditions and other matters contained in the instrument entitled Basement Agreement Private. Grade: Crossings between the State of Florida Department of Transportation and CSX Transportation, Inc., recorded • in Official records Book 15613, page 1497 (affects Parcel 3). 6, Grant of Easement to Metropolitan Dade County for wetter and sewage; utility purposes recorded in Official Ree;ords Book 16340, page 61, 7, Restrictions, dedications and easements set forth on the plat of Tenth Addition to Seaboard Industrial Park recorded in Plat Book 158, page 44. 8. Terms, covenants, conditions, easements and restrictions created by and set forth in the: Special. Warranty Deed from CSX Transportation, Inc. recorded in 20769, page 2133. Terms, covenants, conditions and ether matters contained in the instrument entitled Easement Agreement Private Grade Crossings between CSX Transportation, Inc. and Owen Steel Company Florida, dlbfa SivII Steel of Florida, recorded in Official Records Rook 20769, page 2140, 10, Easement vested in Sprint Communications Company, L.P. by the Amended Easement Teed by Court Order in ► ettlemernt of Landowner Action recorded in Official Records Book 28922, page 4035. Page 1 of 2 of Exhibit A GFN 20190041621 BOOK 31297 PAGE 4004 1 l , Terms, covenants, conditions and easements contained in the agreement for Water and Sanitary Sewage Facilities between Miami -!Jade C:owlty and Franma'r Properties of South Florida l_.i_.0 recorded in Official Records Book 30421, page 3455. Page 2 or2. ol`Exhibit A r� gh (Requestor's Name) (Address) (Address) (CitylState2ip/Phone t#) El PICK-UP WAIT Ej MAIL (Business Entity Name) (Document Number) Certified Copies Certificates of Status Special Instructions to Filing Officer; Office Use Only i i 111 I �r 11 �I iu i i i 11 900315500249 \k-k- °1 a i .4 _.. " a C T C o r p . 3 4 5 8 L a k e s h o r e D r i v e , T a l l a h a s s e e , F L 3 2 3 1 2 8 5 0 - 6 5 6 4 7 2 4 D a t e : 8 / 3 / 2 0 1 8 A c c p 1 2 0 1 6 0 0 0 0 0 7 2 " G N a m e : D o c u m e n t # : C e n t e r P o i n t P r o p e r t i e s T r u s t O r d e r # : _ 1 1 0 9 9 8 6 2 C e r t i f i e d C o p y o f A r t s & A m e n d : , P l a i n C o p y : C e r t i f i c a t e o f G o o d S t a n d i n g : . �� E l 1 A p o s t i l l e / N o t a r i a l C e r t i f i c a t i o n : C o u n t r y o f D e s t i n a t i o n : N u m b e r o f C e r t s : F i l i n g _ P l a i n : C O G S : A v a i l a b i l i t y D o c u m e n t E x a m i n e r U p d a t e r V e r i f i e r W . P . V e r i f i e r R e f # ' A m o u n t : $ 4 3 . 7 5 I " T O : A m e n d m e n t S e c t i o n D i v i s i o n o f C o r p o r a t i o n s S U I L I C O V E R L E T T E R C e n t e r P o i n t P r o p e r t i e s T r u s t N a m e o f C o r p o r a t i o n D O C U M E N T N U M B E R ; n 0 7 0 0 0 0 0 0 0 0 3 T h e e n c l o s e d A m e n d m e n t a n d f e e a r e s u b m i t t e d f o r f i l i n g . P l e a s e r e t u r n a l l c o r r e s p o n d e n c e c o n c e r n i n g t h i s m a t t e r t o t h e f o l l o w i n g : ( t i c k A . M a t h e w s N a m e 0 1 ' C o n t a c t P e r s o n C e n t e r P o i n t P r o p e r t i e s T r u s t F i r m / C o m p a n y 1 8 0 8 S w i f t D r A d d r e s s O a k B r o o k , I l l i n o i s 6 0 5 2 3 C i t y / S t a t e a n d Z i p C o d e s h a s a n @ c e n t e r p o i n t . c o m c e n t e r p o i n t . c o m r E - m a i l a d d r e s s : ( t o b e u s e d f o r f u t u r e a n n u a l r e p o r t n o t i f i c a t i o n ) F o r f u r t h e r i n f o r m a t i o n c o n c e m i n g t h i s m a t t e r , p l e a s e c a l l : S a r a I I u s a n N a m e o f C o n t a c t P e r s o n 6 3 0 5 8 6 - 8 1 9 0 a t ( A r e a C o d e 2 D a y t i m e T e l e p h o n e N u m b e r E n c l o s e d i s a c h e c k f o r t h e f o l l o w i n g a m o u n t : C . : S 3 5 . 0 1 1 F i l i n g I c e E D S 4 3 . 7 5 F i l i n g F e e C c r l i k a t e o f S t a t u s M a i l i n g A d d r e s s : A m e n d m e n t S e c t i o n D i v i s i o n o f C o r p o r a t i o n s P . O . l 3 o x 6 3 2 7 T a l l a h a s s e e , F L 3 2 3 1 4 \ ; K : 3 5 4 3 . 7 5 F i l i n g F e e & C e r t i l i e d C o p y " ( A d d i t i o n a l c o p y i s e n c l o s e d ) Q S t r e e t A d d r e s s : A m e n d m e n t S e c t i o n D i v i s i o n o f C o r p o r a t i o n s C l i f t o n B u i l d i n g 2 6 6 1 E x e c u t i v e C e n t e r C i r c l e T a l l a h a s s e e , F L 3 2 3 0 1 S 5 2 . 5 0 F i l i n g F e e , C e r t i f i c a t e o f S t a t u s C e r t i f i e d C o p y ( A d d i t i o n a l c o p y i s e n c l o s e d ) h t . 1 1 2 1 " 1 0 1 ; 0 1 5 w a r r e n K t u s . . l ? a l m AMENDMENT TO THE FLORIDA SECRETARY OF STATE In accordance with Section 609.02 dale Florida Statutes, pertaining to Common Law Declarations of Trust; the undersigned, the Senior Vice President, General Counsel and Secretary of the Hoard of Trustees of CenterPoint Properties Trust, a Maryland Trust hereby amends the Officers for CenterPoint Properties Trust, in the State of Florida. 1. Please remove Peter A. Schaff as the Treasuer; 2. Please add Michael Tortorici as Treasurer with an address of 1808 Swill Drive, Oak Brook, 1L 60523; and 3. Please add Rick A. Mathews as Secretary with an address of 1808 Swill Drive, Oak Brook, IL 60523. IN wrrNESS WHEREOF, I have hereunto set my hand this 2nd day of August 2018. Name: Rick A. Mathews SVP - General Counsel & Secretary of the Board of Trustees LANGAN 14 February 2019 Gregory Gay Community Development Director City of Opa-Locks 3400 MW 135th Street Opa-Locka, Florida 33054 Re: Site Plan Application Narrative CenterPoint at NW 123'd Street Opa-Locka, Florida Langan Project No.: 330053901 Dear Mr. Gay: Technical Excellence Practical Experience Client Responsiveness We represent CenterPoint Properties Trust, the owner of the two below -referenced parcels located at approximately NW 123 Street in Opa-Locka (collectively the "Property"). The Property is approximately 8.40 net acres in size and has been assigned tax folio numbers 08-2129-0180- 0010 and 30-2129-0180-0010 by the Miami -Dade County Property Appraiser. The vast majority of the Property is located in the City, with a small sliver of the Property remaining in unincorporated Miami -Dade County. The Property consists of Tract A of the Tenth Addition to Seaboard Industrial Park," recorded at Plat Book 158, Page 44 of the Public Records of Miami - Dade County, Florida. The property is unique in the City in that it is surrounded on three sides by railway lines and spurs. To the south of the Property is additional industrial land. The Property is located in an area of the City (and adjacent Miami -Dade County) that is exclusively industrial in character. City Zoning. The Opa-locka portion of the Property is zoned 1-2 or "Liberal Industrial" under the terms of the City Code. As its name implies, the Liberal Industrial zoning designation permits a wide range of the more intense industrial uses, including multiple "open lot" uses, such as rock pits and cement manufacturing uses. The 1-2 zone also permits all of the uses allowed in the City's 1-1 zoning district, which permits trailer storage and office uses. As noted on the recorded plat for the Property, the southern seventy (70) feet of the Property is encumbered by an access easement that ensures continued access to the public roads for both the Property and the adjacent land to the south, which is under separate ownership. Proposed Development. The Applicant proposes to utilize the Property as tractor -trailer storage yard. The trailers will not be stacked at this property. The storage yard will also include a 1,800 SF office space to support the operations of the tractor trailer storage yard. The yard will be surrounding by a fence and gate for security purposes. That fence will be supplemented with a continuous hedge. 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016 T: 786.264.7200 F: 786.264.7201 www.langan.com New Jersey • New York • Connecticut • Pennsylvania • Washington, DC • Virginia • West Virginia • Ohio • Florida • Texas • Arizona - California Abu Dhabi • Athens • Doha • Dubai • London • Panama Site Plan Application Narrative CenterPoint at NW 123rd Street Opa-Locka, Florida Langan Project No.: 330053901 14 February 2019 Page 2 of 2 Application Requests. In order to realize the proposed development plan, the Applicant has filed four separate applications, requesting the following: 1. Final site plan approval for the proposed development 2. The acceptance of a development agreement (application pending) The following narrative will explain each request in additional detail and address the relevant code standards. Site Plan Approval. As explained above, the Applicant proposed to develop the property with a use that incorporates office space as well tractor -trailer storage. The submitted plans meet, or exceed all of the relevant code required. Water and sewer service will be provided by Miami -Dade Water and Sewer Department. Development Agreement. The development agreement is currently being prepared and will be submitted under separate cover. Conclusion. We look forward to your review and recommendation on our applications. If you have any questions or concerns regarding this letter, please do not hesitate to phone my direct line at (786) 264-7234 or send me an email at mcarr@langan.com. Sincerely, Langan Engineering and Environmental Services, Inc. Michael Carr, P.E, LEED AP Senior Project Manager Jon Rhine Senior Staff Engineer cc: Brian Hollings (Centerpoint) FL Certificate of Authorization No. 6601 \Vangan.com\data\FTL\data9\330053901\Project Data\Correspondence\2019-02-14 Site Plan Narrative.docx LANGAN LANGAN 14 February 2019 Gregory Gay Community Development Director City of Opa-Locks 3400 MW 135th Street Opa-Locka, Florida 33054 Re: Traffic Concurrency Analysis Centerpoint at NW 123rd Street Opa-Locka, Florida Langan Project No.: 330053901 Dear Mr. Gay: Technical Excellence Practical Experience Client Responsiveness Langan Engineering and Environmental Services prepared this traffic-concurrency analysis statement to demonstrate that the project meets the traffic-concurrency requirements for Miami - Dade County and the City of Opa-Locka. The proposed project is a trailer -parking facility where trailers will be parked when not in use. This project site is located within the Urban Infill Area designated by Miami -Dade County and is not subject to traffic-concurrency requirements. The site is directly north of NW 123`d Street and west of the CSX Railroad spur west of NW 36' Avenue within the City of Opa-Locka. Attachment A contains an aerial photograph of the vacant site location. The project is expected to be built by 2021 or sooner. The site is located between two east/west railroad lines and has two proposed driveway connections to NW 123' Street. The surrounding area is generally industrial. All project traffic is expected to use NW 123rd Street to access the closest county roadway (NW 32' Avenue) east of the project. NW 123' street is a two-lane local roadway and NW 32' Avenue is a four -lane divided arterial roadway. Attachment B contains a copy of the site plan. TRIP GENERATION The proposed project is a trailer -parking facility where truck trailers will be parked when not in use. Theproposed development will include a small office building (ancillary to the trailer -parking operation) and two shipping -container yards comprised of passenger vehicle and trailer parking spaces. The proposed development is expected to generate 360 daily, 4 morning peak -hour and 36 afternoon peak -hour trips. We prepared daily, morning peak -hour and afternoon peak -hour trip estimates for the proposed development using equations from the 10' Edition of the ITE Trip Generation Manual. The trip -generation estimates for the proposed development are summarized in Table 1. Attachment C contains excerpts from the ITE manual. The intermodal truck terminal land use category is the most closely related to the proposed trailer -parking facility. 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016 T: 786.264.7200 F: 786.264.7201 www.langan.com New Jersey • New York • Connecticut • Pennsylvania • Washington, DC • Virginia - West Virginia • Ohio • Florida • Texas • Arizona • California Abu Dhabi • Athens • Doha • Dubai • London • Panama Traffic Concurrency Analysis Centerpoint at NW 123rd Street Opa-Locka, Florida Langan Project No.: 330053901 14 February 2019 Page 2 of 3 DAILY I ntermoda I Truck Termi na I 30 Table 1- Trip Generation Analysis 1,800 SF not provided 50% 50% 180 180 360 * Rate not provided by ITE. Rate based derived by presuming highest peak hour rate is 1096 of daily rate. MORNING PEAK HOUR AFTERNOON PEAK HOUR I ntermoda I Truck Termi na I 30 1,800 SF I T = 0.22 (X) + 35.1 52% 48% 19 17 36 Based on 10th Edition ITE Trip Generation Manual TRAFFIC CONCURRENY ANALYSIS Although this project is exempt from traffic concurrency because it is located within the county's Urban Infill Area, we performed the analysis to verify the availability of roadway capacity on the surrounding county and Florida Department of Transportation (FDOT) traffic count stations. We determined the directional distribution of site -generated trips based on the cardinal distribution data for TAZ 274 from the Miami -Dade County 2040 Transportation Model and from the development's access to the surrounding roadway network. We interpolated the 2010 and 2040 directional -distribution values from the model data to develop percentages for 2021. Table 2 shows the proposed development's trip -distribution percentages. All project traffic was assigned to corresponding county/FDOT available traffic -count stations on the surrounding roadway network. The count -station, TAZ and traffic concurrency evaluation form data are included in Attachment D. Table 3 summarizes the roadway -capacity analysis and shows that there is existing capacity on the impacted traffic -count stations. Table 2 - Cardinal Distribution v � _ 'z+mtaR,'a .. � ....,u. .a"' i?"_^+�aC.. �*% ..aas RziF. " 5.,rea" 2010 21.00% 17.20% 8.50% 9.80% 10.70% 8.00% 10.30% 14.60% 2040 16.80% 14.30% 10.50% 17.70% 12.50% 8.50% 8.30% 11.40% 2021 19.46% 16.14% 9.23% 12.70% 11.36% 8.18% 9.57% 13.43% LAN AN Traffic Concurrency Analysis Centerpoint at NW 123rd Street apa-Locka, Florida Langan Project No.. 330053901 Table 3 - Roadway Capacity Analysis 14 February 2019 Page 3of3 y*' �e.l� pt e� bt {III 4 a��j`� ' s� ..&'t. a S i"'' '9 d ;1 n t NorthAVest F-138 NW 135 St. btwn. NW 42 at 57 Ave. 1,28E 8 1,278 North/East South F-1223 912E NW 135 St. btwn. NW 27 & NW 42 Ave, NW 32 Ave. btwn NW 103 & 119 St 1,740 2,257 __.. _. , ....._. 13 15 . .. ...... 1,727 2,242 CONCLUSION The traffic generated by this project is expected to be consistent with the surrounding industrial area. Our analysis shows that this project will not cause any of the surrounding traffic -count stations to exceed their capacity. This project is within the Urban Infill Area and, therefore, meets Miami -Dade County and city traffic-concurrency requirements. Please contact me at (786) 264- 7226 with any questions or comments. Sincere) o ` �' p �` „1,��, angst) ne'+srt'InVEnstisonmentalo Surveying, Laglscapg�CrM ur, a Geology, D.P.C, A . dr , I. -7 '_'). AO _ Jolt; .'Kim, F.E., PT E,° 44/4 P. E.'L s l ittiO 1 .� Sen la' rAs9W;1660,\",0 40 go/N.e 9A1 Eric Schwarz, P.E., LEED AP PrincipalNice President JPK:jpk Attachments: Attachment A — Site Location Aerial Photograph Attachment B — Site Plan Attachment C — Trip Generation Data Attachment D — Traffic & Distribution Data %\f;I, Wilt a9V33005:390i\r''r4geCii)ata\,;'h cipliihAiicifiac\itupurt;\2019.02 14 Irat tStolen-2mCIocx A NA N ATTACHMENT A SITE LOCATION AERIAL PHOTOGRAPH 5,'i L LANGAN 15150 NW 790, Court, Suite 200, Miami Lakes, FL 33016 P:786264.7221 F:786.264.7201 www.langan.com 924 PJ10 Project CENTERPOINT AT NW 123 STREET OPA-LOCKA MIAMI-DADE COUNTY FLORIDA NW 1!21 St:Feet Figure Title Site Aerial Photograph Project No. 330053901 Date 2/14/2019 Scale NTS Attachment A FL CERTIFICATE OF AUTHORIZATION No. 00006601 ATTACHMENT B SITE PLAN I CITY OF OPA•LOCKA ZONING TABLE 20NND OISTPoCT: LIBERAL INDUSTRIAL cam.. 0.21. I T • ON ��1n r m.haGry WAw ye bN.d IaaaOSa BLS Avwl led WNeeaP WA I�."'iuW. r i-wwl ferny « MOO 1 LT,a®+ OFT Oat TMr""i. MOi MvyYSbd n a6RI�f Hew OR ra ra ®!n I,R ,rley C. " Ye......arnCsoBT TM Bae.rlrmo Wn 13R Y t a ... to Owelp•N-N Moe*. Hrr.03�.61m IORa7flR :r�.rSA[n Mrer Hm rlv lw SEE MONO M E IverMbse SEE Vrf,Bq tAHE 9g::,Venkb saw; VYlyn a� `Lander my. /vim 5%rlVbgdpmlHp SF/ E.eeNr s aoR SO a ll,w Vad.ar Oo Poo Ye lwHmaNN IASIF Ib r NmT MAN N am.** am land Ur ONn ee de.. OB.... yRa1OR WJHHBTNIL MONO MOE vMWC>ZOOM Imar HZg SO SF IaY]6f I moaewne .-::.;,-.=sb..cewoedud.r....T.�Nnvr�rdn....d.wwN.w.- ..reae.my.N Rsvrlm sand wm.amu anal srxossu�.mdel LEBF]ID KLftway BKORMS O, S 1 I I my,nmol POO OF ar ,Aa T T m Am01•1E WNW nm awnq m11Aml +.amar PARKING TABLE yuA 2tESSI neanm 6 OWES rnow®LOT TOTAL SSnAOE. H SMC6 'INe.ewaadlmdlrlaped+ae 1.®Bm3 d.rmy�rb I,Am Sr. M 1 Tm b are;Om P SF d WWgam ra Ia,Sp ri T W WwNPewp9wbu • i Dal. I Dan.. REVISIONS No BaIATUE DATE SORD fiaEP. O.O� EONI1 EMOIEOi O. l!< N. 72.12. LAN6ANceNT ERPaNr AT riw B�aEnDa...l,And Eedrn neral Semen. Inc IIOCm o Lao...,e. 22 SW tSm »pl r I60 SaElm 1i EMI%...Ap.mn 123RD STREET LmOOM10IIA AMIBGSDECDURR ae. y TAN HOME CML ramwwsnE , Vrelael Ila D°H YIBOH 4em By O,V armed By ASC Breaay Na C-3.0 ATTACHMENT C TRIP GENERATION DATA Land Use; 030 Intermodal Truck Terminal Description An intermodal truck terminal is a facility where goods are transferred between trucks, between trucks and railroads, or between trucks and ports. Additional Data The average numbers of person trips per vehicle trip at the six general urban/suburban sites at which both person trip and vehicle trip data were collected were as follows: • 1.09 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 7 and 9 a.m. • 1.04 during Weekday, AM Peak Hour of Generator • 1.06 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 4 and 6 p.m. • 1.07 during Weekday, PM Peak Hour of Generator The sites were surveyed in the 1990s and the 2010s in Alberta (CAN) and Oregon. Source Numbers 443,969 10 Trip Generation Manual 10th Edition • Volume 2: Data • Port and Terminal (Land Uses 000-099) ite r- Intermodal Truck Terminal (030) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies 2 1000 Sq. Ft GFA. Directional Distribution 47% entering, 53(1/0 exiting Vehicle Trip Generation per MO Sq. Ft. GFA Average Rate 1.97 Data Plot and Equation Range of Rates 1.38 - 2.42 Standard Deviation Caution — Small Sample Size 10 X= 1000 Sq. Ft. GFA x Study Site Fitted Curve Equation: Not Given 15 - - - - Average Rate Rg, .04.* litre Trip Generation Manual 10th Edition • Volume 2: Data • Port and Terminal (Land Uses 000-099) 11 X Study Slte I nterm odal Truck Terminal (030) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and S p.m. Setting/Location: General Urban/Suburban Number leer of Studies: 4 1000 Sq. Ft. GFA: 21 Directional Distribution: 52% entering, 48% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA► Average Rate 1.87 Data Plot and Equation Range of Rates 1.19 - 3.67 Standard Deviation 0.94 Caution — Small Sample Size 00 10 20 X = 1000 Sq. Ft. GFA Fitted Curve Fitted Curve Equation: T 0.22(X) + 36.12 30 - Average Rate Rim 0.63 40 12 Trip Generation Manual 10th Edition • Volume 2: Data • Port and Terminal (Land Uses 000-099) ATTACHMENT D TRAFFIC & DISTRIBUTION DATA & TRAFFIC CONCURRENCY EVALUATION FORM Page 3 of 7 9358 NW 12 ST W/O PALMETTO EXPWY BET NW 72 AVE- NW 87 AVE 4 3222 2342 880 -2 882 9362 NW 12 ST EJO SW 107 AVE TO SW 87 AVE 4 3222 2281 941 0 941 9364 NW 12 ST E/O NW 112 AVE TO NW 107 AVE 6 4851 2585 2266 0 2266 9365 NW 12 ST W/O NW 117 AVE TO NW 127 AVE 4 3222 2791 431 330 101 9368 NW 17 AVE S/O NW 54 ST TO NW 36 ST 4 3283 1472 1811 55 1756 9370 NW 17 AVE 6/0 NW 79 ST TO NW 54 ST 4 3283 1730 1553 41 1512 9372 NW 17 AVE S O NW 95 ST FROM NW 95 ST TO NW 119 4 3866 1548 2318 174 2144 9374 NW 17 AVE N/O NW 119 ST FROM NW 119 ST TO NW 135 ST 4 3866 1421 2445 2 2443 9376 NW 17 AVE S/O NW 119 ST TO NW 103 ST 4 3866 2093 1773 71 1702 9378 NW 17 ST W/O 1-95 0 287 -287 0 -287 9380 NW 17 ST W/O NW 27 AVE TO NW 37 AVE 2 1269 1170 99 170 -71 9381 NW 17 ST EJO NW 70 AVE BET WEATHERFORD BL- NW 72 AVE 2 1269 672 597 0 597 9384 NW 20 ST E/O NW 12 AVE FROM NW 10 AVE TO NW 22 AVE 4 3283 1693 1590 0 1590 9386 NW 20 St W/O NW 22 AVE TO NW 27 AVE 4 3283 1914 1369 159 1210 �' 9394 NW 22 AVE 5 O NW 119 ST FROM NW 103 TO NW 143 4 4833 1974 2859 115 2744 9396 NW 22 AVE S/O SR 826 FROM NW 143 ST TO SR 826 4 4104 1560 2544 0 2544 9400 NW 25 ST EJO SR 826 TO NW 72 AVE 6 4851 2573 2278 0 2278 9402 NW 25 ST W/O SR 826 TO NW 87 AVE 6 4851 3929 922 0 922 9404 NW 25 ST W/O NW 87 AVE TO NW 97 AVE 4 3222 2774 448 0 448 9406 NW 25 ST W/O NW 97 AVE TO NW 107 AVE 4 3222 2114 1108 0 1108 9408 NW 25 ST W/O 107 AVE TO NW 117 AVE 4 3222 2160 1062 143 919 '' 9418 NW 28 ST W/O NW 27 AVE TO NW N RIVER DR 2 1269 683 586 39 547 9422 NW 32 AVE WO NW 36 ST TO NW 62 ST 4 4833 2005 2828 53 2775 , 9424 NW 32 AVE S O NW 79 ST FROM NW fit ST TO NW 103 4 4833 1869 2964 169 2795 I9426 NW 32 AVE S/O NW 119 ST TO NW 103 ST 4 4833 2498 2335 78 2257 9430 NW 36 St (SR 948) E/O CURTISS PKWY TO NW 72 AVE 6 5390 4734 656 0 656 8, 9432 NW 41 ST/NW 36 ST EXTENS W/O SR 826 TO NW 87 AVE 6 5390 5155 235 0 235 9434 NW 36 ST EXT W/0 87 AVE TO NW 97 AVE 6 5821 3293 2528 0 2528 I' 9436 NW 37 AVE S/O SR 826 TO NW 135 ST 4 3866 2155 1711 30 1681 19438 NW 37 AVE 6/0 HEFT FROM SR 826 TO NW 215 ST 4 2628 2077 551 0 551 y, 9440 NW 36 STREET EXTENSION W/O NW 97 AVE TO NW 107 AVE 6 4851 3155 1696 0 1696 9442 NW 41 STREET W/O NW 107 AVE TO HEFT 6 4851 2668 2183 0 2183 9444 NW 46 ST W/01-95 FROM NE 2 AVE TO NW 27 AVE 2 1903 531 1372 0 1372 9448 NW 54 ST W/01-95 FROM NW 27 AVE TO 1-95 4 4296 960 3336 0 3336 9451 NW 58 ST W82/6 NW 72 AVE TO PALMETTO EXPWY/SR 6 3222 1646 1576 19 1557 9452 NW 58 ST Aro NW 84 AVE FROM SR 826 TO NW 87 4 3222 2147 1075 20 1055 9454 NW 58 ST W/O NW 87 AVE TO NW 97 AVE 4 3222 2438 784 4 780 F: 9456 NW 58 ST W/O NW 97 AVE TO NW 102 AVE 4 2628 1767 861 0 861 9457 NW 58 ST W/O NW 107 AVETO NW 117 AVE 4 2628 1574 1054 0 1054 9458 NW 62 AVE S/O NW 74 ST CONNECTOR TO OKEECHOBEE RD 4 4104 1346 2758 0 2758 j 9460 NW 62 AVE S/O NW 138 ST TO NW 122 ST 2 1903 1653 250 0 250 9462 NW 62 ST W/O 1-95 FROM NW 2 AVE TO NW 7 AVE 4 3283 1814 1469 0 1469 9464 NW 82 ST W/0 NW 12 AVE FROM NW 7 AVE TO NW 17 AVE 4 3283 1455 1828 41 1787 1 9466 NW 62 ST E/O NW 27 AVE TO NW 17 AVE 4 3283 1379 1904 21 1883 9468 NW 62 ST W/O NW 27 AVE TO NW 37 AVE 4 3866 1379 2487 12 2475 9470 NW 71 ST AEI-95 FROM N MIAMI AVE TO NW 12 2 1522 839 683 22 661 9472 NW 71 ST W/0 NW 27 AVE TO NW 42 AVE 2 1522 422 1100 10 1090 9474 NW 72 AVE/W 16 AVE S/O NW 103 ST TO OKEECHOBEE RD 4 4833 2170 2663 0 2663 9476 NW 72 AVE S/O NW 138 ST TO NW 114 ST 2 4833 688 4145 0 4145 NW 74 ST CONNECTOR W/O9478 26 NW 67 AVE FRO NW 82 AVE TO SR 6 8085 3674 4411 0 4411 9480 NW 25 Street W/O HEFT TO NW 127 AVE 4 2736 1913 823 0 823 9481 NW 74 ST W/O NW77 CT PALMETTO EXPWYTO NW 87 AVE 4 5390 3363 2027 15 2012 9482 NW 79 AVE N/0 NW 36 ST EXT TO NW 58 ST 4 3222 1736 1486 0 1486 9484 NW 79 AVE S/O NW 36 ST EXT TO NW 25 ST 4 3222 1453 1769 0 1769 k 9486 NW 79 ST (SR 934) W/O 1-95 NW 7 AVE TO NW 13 CT 4 4296 684 3612 21 3591 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C C C C C D D D D C C C C C C C D C C C C C C C D D D F D D D C D C C C C D C C C C D E D D E+20 E+20 E+20 E+20 E+20 E E E+20 E+20 E+50 E+50 E D D D D E E+50 E+50 E+50 E D EE E+20 D D D E+50 E+20 E D D D D E+50 E+50 E+20 E+20 E+20 E+20 E+20 E+20 E+50 E+50 E+50 E D D D E+20 C C C C C E+5 D D D C C C C C C C D C C C C C C C D D D E+30 D D D C D C C C C D C C C C http://intra8.miamidade.gov/apps/rer/dosapp/Level0fService.aspx 7/3/2018 Page 2 of 7 47 50 52 54 SP, 985/SW 107 AV SR 989/ALLAPATTAH DRISW112AVE SR 997/KP.OME AV SR 994/0UAIL ROOST DR 56 SR 992/CORAL REEF DRISW152ST 62 SR 94/KENDALL DR 64 SR 94/KENDALL DR/SW 88 ST fib SR 94/KENDALL DR 68 SR 986/SUNSET DR 70 SW 72 ST/SUNSET DR 72 SR 976/13IRD RD 74 SR 976BIRD RD 76 SR 976/BIRD RD 78 SR 976/13IRD RD 80 SR 976431P.D RD 82 SR 976/B1RD RD 84 SR 9336/PALM DR 86 SR 972/SE 13 ST 88 SR 90NS-41/SW 8 ST 90 SR 90/US-41/SW 8 ST 92 SR90NS-41/SW8ST 94 SR 968/FLAGLER ST 102 SR 948/NW 36 ST 107 SR 25NS-27/NW 36 ST 109 SR 25NS-27/0KEECHOBEE RD 110 SR 5/US-1 112 SR 932MW 103 ST 118 SR 90NS-41/SW 8 ST 121 SR 932MW 103 ST 122 SR 924/GRATIGNY DR 124 163 ST/SUNNY ISLES BLVD-MB 126 SR 922NE 125 ST 127 SR 5/US-1 128 SR 7/US-441/SW/NW 7 AV 132 136 SR 922NE 96 ST. 89' W OF ABOTT AVE SR 916NW 138 ST 200' S BIRD RD/SW 40 ST/SR 976 1000' N HEFT/SR 821 200' SW SR 25/US-27 200' W FLA TPK/SR 821 200'ESW 112AV 200' E SW 127 AV 200' E SW 103 AV 200' W SR 973/SW 87 AV 200' E SW 107 AV US-1 TO SW 67TH AVE 600' E FLA TPK/SR 821 200' E SW 107 AV 200' W SW 87 AV 200' E OF SW 7800 BLOCK 400' W OF SW 57 AVE. 200' E SW 42 AV 200' W OF SW 2 AVE. 200' W SR 5/US-1 200' E SW 137 AV 500' E SW 109 AV 200' E GALLOWAY RD/SW 87 AV 350' W OF LE JEUNE ROAD 200' W LEJEUNE RD/NW 42. AV 200' W NW 37 AV 1000' NW NW 103 ST 100' S SR 826/PALMETTO EXPWY 200' W E 8 AV(HIALEAH) 200' E RED RD/SW 57 AV 200' W NW 7 AV 200' E OF NW 11 AVE. W/O COLLINS AVE TO NE 35 AVE 150'ENE6AV 400' E OF SW 57 AVE. 200' N NW 119 ST/SR 924 200' E W 12 AV (HIALEAH) A 4 A 4 2 A 4 A 4 A 8 A 6 A 6 A 4 A 4 A 6 A 6 A 6 A 6 A 6 A 4 A 4 A 4 A 6 A 6 A 6 A 4 A 6 A 4 A 6 A 6 A 4 A 4 A 4 A s A 8 A 4 A 6 A 6 A 4 A 2 3580 3580 1510 3580 4296 8652 6468 6468 4296 2920 5390 5390 5390 5390 8468 3504 2920 4296 5390 6468 64fi8 5370 8085 4380 5390 6468 3580 4380 4500 5390 7272 3504 808.5 8085 2920 1130 2051 1675 1084 2752 2212 4742 4560 3230 2465 1869 2870 2803 3305 4966 3485 2376 1803 1017 3897 4610 4377 2351 3800 1351 3345 5924 2509 2761 2111 3082 3571 1908 4662 2291 2092 1711 1529 1905 426 828 2084 3910 1908 3238 1831 1051 2520 2587 2085 424 2983 1128 1117 3279 1493 1858 2091 3019 4205 3029 2045 544 1071 1619 2389 2308 3701 1596 3423 5794 828 -581 84 478 0 35 79 109 69 71 103 0 5 130 13 4 31 0 2 0 29 21 0 0 1 95 80 53 0 11 90 12 0 78 0 2 0 0 1445 1427 426 793 2005 3801 1839 3167 1728 1051 2515 2457 2072 420 2952 1128 1115 3279 1464 1837 2091 3010 4284 2934 1965 491 1071 1608 2299 2296 3701 1518 3423 5792 828 -5B1 138 SR 916/N W 135 ST 140 141 142 SR 916NW 135 ST/ONE-WAY PAIR EB SR 916/NW 138 ST/ONE-WAY PAIR WB SR 934/NW/NE 79 ST 200' W LEJEUNE RD 200'WNW7AV 200'WNW7AV H n 3580 2194 1366 200' E N BAYSHORE CT 3 1610 1610 3504 1024 1148 3180 586 462. 324 100 1286 D 586 D 462 324 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 C C C C C C C C C D C C C C C D D C C C C c C D C F C D D c D D C C D F A A F SUMA SUMA C SUMA EE EE EE EE EE E HE HE HE HE E+20 E+20 D E+20 D EE EE E+50 E+50 E+50 D EE E+50 E E E+20 E+20 E+50 E+50 E E E E E E+20 C C C C C C C C C D C C C C C D D C G C C C C D C E+10 C D 0 c D D C C D E+51 C A A E+8 http://intra8.miamidade.gov/apes/rer/dosapp/Level0fService.aspx 7/3/2018 Page 6 of 7 1220 1221 1222 SR 924/GRATIGNY DR NW 136 ST/OPALOCKA BLVD NW 135 ST (SR 916) 400' E OF NW 24 AVE. E/O NW 27 AVE TO NW 17 AVE (ONE WAT WEST) E/O NW 27 AVE TO NW 17 AVE (ONE WAY EAST) A 6 A 3 A 3 4500 1610 1610 2771 1067 1157 1729 198 543 453 0 60 1531 543 393 1223 1229 1230 1232 1233 2002 2023 2036 2041 2050 2060 •2065 2080 2085 2095 2100 2113 2114 2134 2137 2162 2188 2193 2198 2207 2208 2210 2232 2240 2242 2243 2244 2246 2248 ,2250 2252 2254 2256 ,2258 1 2260 2262 2264 2266 2270 2272 2274 2276 2278 SR 916/0PA-LOCKA BLVD SR 860/MIAMI GARDENS DR SR 860/NW 183 ST/MIAMI GARDENS DR SR 860/MIAMI GARDENS DR SR 860/MIAMI GARDENS DR SR 878/SNAPPER CRK EXPWY SR 112/AIRPORT EXPWY SR 9A/I-95 SR 9A/I-95 SR 112/AIRPORT EXPWY AIRPORT EXPWY (SR 112) SR 112/AIRPORT EXPWY SR 932/NW 103 ST SR 9A/I-95 SR 9A/I-95 SR 9A/I-95 SR 826/PALMETTO EXPWY SR 826/PALMETTO EXPWY SR 9A/I-95 SR 9A/I-95 SR 9A11-95 SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY FLA TNPK (HEFT/SR 821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR 821) SR 874/S DADE EXPWY SR 874/S DADE EXPWY SR 874/S DADE EXPWY 200' W SR 9/NW 27 AV 200' E NE 8 AV 200' W NE 2 AV 200' W SR 817/NW 27 AV 200' E RED RD/NW 57 AV 500' W SR 5/US-1 200' E NW 17 AV 200' S NW 79 ST 200' S NW 95 ST 200' W NW 17 AV H 4 A 4 A 4 A 6 A 6 4 6 10 10 6 W/O NW 27 AVE TO LEJEUNE RD 6 200' W NW 32 AV BRIDG 200' E I-95 200' N NW 103 ST/SR 932 200' S SR 112/AIRPORT EXPWY 200' N NW 125 ST 200' W FLA TPK ENT 1500' E NW 12 AV 200' S NW 151 ST 200' N GOLDEN GLADES INTERCHANGE 200' N SR 5/US-1 200' E SR 826/PALMETTO EXPWY 900' W RED RD/NW 57 AV 990' E RED RD/NW 57 AV 1500' E LEJEUNE RD 400' W NW 12 AV 300' W NW 27 AV 800' E NW 27 AV 200' W BRIDG NW 10 AV 300' W NW 107 AV 300' E NW 107 AV 1660' E NW 87 AV S/0 SW 88 ST/KENDALL DR TO SR 874 N/O OKEECHOBEE RD TO CCOUNTY LINE RD N/O SW 8 ST TO SR 836 N/O KENDALL DR TO SW 40 ST/BIRD RD N/O SW 168 ST BET QUAIL ROOST -CORAL REEF S/O SW 186 ST BET SW 216 ST TO QUAIL ROOST DR N/O SW 137 AVE TO SW 216 ST N/O SW 312 ST TO SW 137 AVE N/O SW 320 ST BET US 1-SW 312 ST E/0 SW 112 AVE BET SW 137 AVE-SW 216 ST S/0 DON SHULA EXPWY/SR 874 TO SW 152 ST N/O BIRD RD/SW 40 ST TO SW 8 ST S/O OKEECHOBEE RD TO SR 836 2500' N TOLUS KILLIAN PKWY 300' N KILLAN PKWY 300' NE SW 87 AV 6 A 4 10 10 10 4 8 8 3580 4296 6468 6096 6468 4296 10815 28395 28395 16650 16650 16650 3580 28395 28395 28395 8628 18012 22515 8 18012 4 10785 8 13390 8 8 6 8 6 6 6 6 6 6 13390 13390 10060 13390 10060 10060 10060 10060 10060 10060 6 10060 6 6 6 10060 10060 10060 1680 1900 3140 1156 3277 3191 2298 3798 2498 3970 2007 2289 8999 1816 11566 16829 11507 16888 9016 7634 6759 9891 8192 8458 1989 1591 12210 16185 13154 15241 12630 15765 4063 4565 11334 6678 13922 8593 14724 3288 4544 6241 13543 -153 13728 -338 16961 -3571 13300 -3240 11780 1610 9095 965 9653 407 14393 4333 9102 958 11675 -1615 10612 -552 2842 7218 3238 7197 4750 6822 2863 5310 160 10 18 0 0 0 0 0 2 42 0 21 0 0 0 0 0 0 0 0 0 30 54 293 205 0 121 0 0 268 0 0 0 0 0 0 8 13390 6298 7092 0 4 6700 4 6700 4 6700 4 6700 3779 2921 2302 4398 1799 4901 0 0 0 1022 5678 0 4 6700 1871 4829 0 10 16840 6 10060 6 4 8 4 10060 6700 18012 6700 7700 9140 5074 4986 3238 5833 8099 5369 6822 867 9913 1331 0 0 17 0 44 31 1740 1 1146 3173 3798 3970 2289 1816 16829 16886 7592 9891 8437 1591 16185 15241 15765 4565 6678 8593 3288 6241 -183 -392 -3864 -3445 1610 844 407 -4333 690 -1615 -552 7218 6822 2863 5310 7092 2921 4398 4901 5678 4829 9140 4986 6805 867 9869 1300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 1 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D A A C C C B C C E C E B B C B B B B B 6 B B B D B C E E E E EE EE EE EE EE E+50 E+50 E+50 E+50 E+50 E+50 E E+50 E+50 E+50 EE EE E+50 EE E+50 D D D D D D D D D D D D D D EE D D A A C C C B C C E C E E E+14 E+21 D D D E+29 D E+5 E B B C B B B B B B B B B B D B C http://intra8.miamidade.gov/apps/rer/dosapp/Level0fService.aspx 7/3/2018 "EL �: ='t 97,66B earl 3c141 3:NOSi`tte`aUOO,1 'SwZ31:6!-Z ?ilibual 3dii+3:1 0S GE'S8D011 c000001 Zsl:NOStY'eO 00 Directional Trip r: 1Tibution Report PC, ,/-1T E Miami -Dade 2010 Directional DistribOtion Summary Origin TAZ Cardinal Directions Total County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW NNW 267 3167 PERCENT 13 5 9,8 11,0 15,:3 17, ) 13,1 11.8 S.5 268 3168 TRIPS 202 315 214 370 378 392 173 285 2,329 268 3168 PERCENT 8,7 13,5 9.2 15,9 i 6.2 16.8 7.4 12.2 269 3169 TRIPS 387 239 182 403 430 350 268 323 2,582 26!.-) 3169 PERCENT i 5 0 9,3 7 I ! 5, f,-} 16.7 13.6 10,4 12,5 .270 3170 TRIPS 2,241 .1,365 965 701 941 833 . 970 2,373 10,389 270 3170 PERCENT 21.6 13.1 .9,3 6.8 9 1 SA 9.3 22.8 271 3 71 TRIPS 195 192 92 85 94 131 125 124 1,038 771 3171 PERCENT 18,6 18 :5 8,9 3,2 ..-),1 1 ?.6 1.2,0 12,0 272 3172 TRIPS 430 654 443 559 506 563 346 593 4,094 272 3172 PEP..CENT 10.5 16.0 10,8 13,7 i ),4 i 3.8 8.:5 14,5 273 3173 TRIPS 240 327 192 327 418 234 262 189 2,189 773 3173 PERCENT 11.0 14.9 8,8 14 9 19.1 10.7 12.0 8,6 274 , 3174 TRIPS 258 211 104 120 131 98 126 179 14.6i 1,227 274 3174 PERCENT 21,0 17,2 8,3 9_8 10.7 8.0 10.3 275 3175 TRIPS 598 507 335 457 667 542 266 458 3,830 275 3175 PERCE,NT f 5.6 13,2 ,,„,, 11,9 17 ..1 142 ' 7,0 iI0 276 3176 TRIPS 385 597 266 519 477 365 345 390 3,344 276 3176 PERCENT 11,5 17 9 8.0 1.3 .5 14,3 10,9 10.3 11 .7 277 3177 TRIPS 155 101 28 218 154 45 108 105 914 277 3177 PERCENT i 7.0 11,1 3,1 "),3.9 16.9 4,9 i 11 ,8 11.3 278 3178 TRIPS 179 133 146 80 152 90 103 235 1,118 278 3178 PERCENT 16.0 11;9 13.1 7 2 13,6 8.1 : 9.2 21.0 279 3179 TRIPS 160 139 166 152 134 154 111 119 ' 1,135 :179 3179 PERCENT 14,1 12.2., 14,6 13 ,4 11.8 1:3.6 - 9.8 10,5 280 3180 TRIPS 90 140 119 168 117 174 66 169 1,043 280 3180 PERCENT 8.6 13,4 11 4 16,1 11 2 .16.7 6,3 16,2 281 3181 TRIPS 629 472 613 1,043 886 853 456 548 5,500 281 3181 PERCENT 11. =1 8,6 11.2 19_0 16.1 13.5 1 6,3 10.0 282 3182 TRIPS 314 253 196 372 306 249 118 131 1,939 18-) 3182 PERCENT io,2 13. i 10. t 19.2 15.8 12.8 6.1 6,8 ' 283 3183 TRIPS 345 243 257 617 331 489 189 331 2,802 283 3183 PERCENT 12,3 6 7 9 2 ';'2.0 11.8 17,5 6.8 11,8 284 3184 TRIPS 234 177 192 536 272 337 284 247 2.,279 284 3184 PERCE1\7 t 0,3 7_8 8.4 -)3.5 11 9 14,8 ' 1 ),5 10.8 285 3185 TRIPS 79 , 118 149 356 177 219 206 187 1,491 265 3185 PERCENT 5.3 7.9 10,0 23,9 11,9 1,1,7 13,8 1 ),,,,z, 286 3186 TRIPS 560 582 550 999 748 771 453 685 5,348 286 3186 PERCENT -_(1 5 10,9 10,3 16,7 14.0 14,4 8.5 1 ' 8 287 3187 TRIPS 869 780 675 1,477 1,270 786 670 1,195 7,722 : t37 3187 PERCENT 11.3 10,1 8,7 19,1 16.5. 1.U.,2 8.7 15.5 VitIMItiE; • F-UTLIFCi= 17 irectianal Trip ribu ran ► epart Mfam Dade 2040 Directional Distribution Summary Origin TAZ Cardiriai directions Total County ec°it���a! NNE ENE ESE SSE SS�IV.. ^ WSVV VVINW . _ NNW 26'7 p1.. !! 1.II 913 ..;. '"f 11.4 s .=�{) 268 3168 1 RIPS 1 % 214 166 315 273 33 l 160 130 1, 7 ti5 16S I`1 l e;t; • ' 11 tit 1. ' i.) `-t ; 1 15.3 1 i ',, 0 _ . 269 3169 TRIPS 705 402 127 779 _ ' 485 316 14-:, _ 1,1 .3169 1°I.1?C1:1\1 ' l o ;i 18.9 1.,,6 ! 1.,,8 16, n 279 3170 'TRIPS 1,786 2,I27 1,275 1,667 .1,424 1,632 1, 0I 1,702 13,,11 .} 170 Cfs-J 1 13 4 16.i3 ; 'r 12 ? io - � ! t.� 1 5 271 3 i 7 1 TRIPS 378 7,9 � 22 5 nl 12 .359 267 268 385, 2,589 2, 1 { 7:1 PuR1 ;F1t,T 1 4 t, I i ,) )3 15,9 10.: 10.4 14, 272 3172 TRIPS 850 814 576 933 774 7.86 873 6,088 ?; 3 3173 TRIPS 438 424 222 383 250 7H3 328 78 7 1 I I,R(1 NT I 1 1.%S k, 18.., i3.1 8.8 ,) 11. 774 3174 TRIPS 268 229 168 283 200 136 133 18e3 1,600 2.71 174 1'ER _EN 1 16,8 14 .'S i�1., ? ., I ,3 8 z' 8,3 11,4 I 175 3175 TRIPS S 944 k�6f1 14�1 7� 3 �i9(� -,T.„ .�.. �5 1=rr .,I_,1''. i�8,. 13 i n-: 1,1.1 1 3.- 12..6 1s:1 11 I 276 3176 'TRIPS 601 378 326 640 5 t" 521 367 527 4,100 2M ' 1 7b PER( 1 JT 1::1 . 14 i i 15 t: 1 a 3 l � _. 9.0 11 . . - 3177 �1 RIPS 103 1 2 96 195 1.37 t94 65 162 �� . � 7 278 3178 TRIPS 3/6 123 244 302 384 732 196 262 2,169 Mm'83 1 78 171.P1Nr1 1 5.0 10. 3 1 i i 3.9 1. 1.0; .9.0 I 2.1 279 3179 'TRIPS 187 142 167 220 27 172 171 149 1,435 2. 9 ' i 79 1'I: R .I.N a i 1 0 j , ; 1 6 1 `. _ 1) 1' 1,...{) 11.9 ; 0.4 280 3180 TRIPS 204 101 135 167 203 228 If 153 1,292 _'0 . ,n'.1 i'I',1tLi'. , .i 13,8 Io,, 1 ';'4 15.7 ! µ.7 ), ! 1., 281 3181 'TRIPS 687 568 328 1,071 1,058 9)1 47' 581 5,886 261 3 , 81 1'I;R ,I.i=. 1, 1 { .. ). 1 !j. 18.2 1 8» 8,0 2 - 3182 TRIPS 341=1 389 208 468 461 3<11 197 2,584 28� i ;:' PLR( I..i,,i'l 1:.. ! '�. i 1 18 1 8 i 3... ) 0 . 28 3 3183 TRIPS 322 299 7 7 , 650 458 539 _ _.. 3,143 ,n i ' PE141'::v1. 4 t u._ z0,7 17.2 8. 1 r'..‘ 284 3184 TRIPS ; ' 357 378 697 392 380 323 291 3 175 '? 8-i { oGj'.{ P114. 1� 1 i' {. 1 1 . 2 1 1 , w. I i , 7 0 1.2A 12 .1 ) 1 i. i . 2, 0 . _ 285 318:5 TRIPS i 83 136 7,2,3 2.59 ?67 1.80 ,thy '6�1 1,770 ,; -. . _ 1 85 PI ._1 �\ 1.. `l 1 1 0! s f .a 1 •1 I.',1. 3. , l i..F 2 14.0 I "I ..'.., 286 3186 TppRIPS ` 99 61.. � t7 1,232 l31(1 863 48.1 '790 �,,072 1c§'.14 1` TNT `.) 1 o.2 ., :sl�.:j l t.� (..� .' 3.0 i .t) 287 3187 _ RIPS 1.069 1 00,i '.)'� 1 7 1 7 60 1,1 1,1 �s 1 897 1, � 1 6 ► ,i)':`;,, .'`�,_ tf. 7 ti1.'l to, 1'..1,11 t4).. t6),t ... 16.1 11.6 '3,0 1!: ) ATTACHMENT C Project Name: Centerpoint at NW 123 Street Location: v/o NW 123rd Ave & NW 36th Ave. Client: Langan Project No.: 330053901 Date Prepared: 2/14/2019 Prepared by: John P. Kim, P.E. Municipality: City of Opa Locka TAZ # 274 Net New Trips 36 Percent Distribution NNE ENE ESE SSE SSW WSW WNW NNW 19.46 % 16.14% 9.23 12.70 11.36 % 8.18% 9.57 13.43 % Total 100.06% NNW WNW WSW CARDINAL DISTRIBUTION Total Trips Distributed TABLE 2 - Roadway Capacity Analysis NNE 36 ENE ESE Direction Count Station Location Avail. Trips Project Trips 'Trips Remaining West East South F-138 F-1223 9426 NW 135 St. btwn. NW 42 & 57 Ave. NW 135 St. btwn. NW 27 & NW 42 Ave. NW 32 Ave. btwn. NW 103 & 119 St. 1,286 1,740 2,257 8 13 15 1,278 1,727 2,242 Total Assigned 36 Notes: PLANNING & ZONING BOARD April 9th 2019 BRIAN C HOLLINGS/CENTERPOINT PROPERTIES TRUST: Site Plan APPLICANT'S REQUEST: TO CONSTRUCT AND OPERATE A TRACTOR TRAILER TRUCK AND MAJOR VEHICLE PARKING FACILITY AND OFFICE BUILDING WITH EMPLOYEE PARKING spaces. City of Opa locka I Planning and Community Development Department I. Site Background • According to Miami -Dade County Property Appraiser's website, the subject Properties legal descriptions are as follow: 08-2129-018-0010 10TH ADDN TO SEABOARD IND PARK PB 158-44; TR A LESS BEG SE COR OF TR A IN SEC 28 TH S 87 DEG VV 25FT N 01 DEG 1/1/ 1198 27FT SELY AD 135 88F T S01 DEG E 1064 81 FT TO POB. LOT SIZE 337,304 SO FT FAD 30 2129 018 0010 OR 22784-204.8 1004 2 30-2129-018-0010 10TH ADDN TO SEABOARD IND PARK PB 158-44 T-21001 PORT OF TR A DESC BEG SE COR OF TR A IN SEC 28 TH S 87 DEG VV 25 FT N 01 DEG E 1064- 81 FT TO POB; LOT SIZE 28,861 SO FT FAU 30 3133 001 0040 OR 22784-204.8 1004-2 • The subject properties are currently owned by Franmar Properties of South Florida, LLC according to the Miami -Dade County Property appraiser's website. The subject Properties are considered to be virgin land because they were never developed prior to this proposed development which explains the reason why there is not a physical mailing address yet assigned for the subject property. the larger of the two parcels, 337,304 sq ft„ is located in the City of Opa-locka while the smaller parcel, 28,861 sq. ft. is located in unincorporated Miami -Dade County as highlighted in red in the previous picture. The combined properties are approximately 366,165 square feet or 8.40 acres. The site is only accessible via a county road at its most southern edge which provides for ingress and egress, and is immediately adjacent to the most western point of NW 123rd Street. That street going eastwardly provides the vehicular path from and to the subject Property with NW 36d' Avenue and the major arterial road, NW 32nd Avenue. • Currently the site conditions are as follow: trees, overgrown grass, shrubberies, and various types of vegetation. The site is located immediately adjacent to the main railroad, railroad spurs and easements at its west, north and east edge. Figure 1: Google Street View : WEST NW 123rd STREET EAST malty of ()pa-locka Planning and Community Development Department Page 3of11 II. Project Details • Applicant's intent The applicant proposes to utilize the property as a tractor -trailer truck and/ or major vehicle parking facility. The trailers will not be stacked at this property. The site development will also include an 1,800 square foot office facility to support the operations of the tractor -trailer storage yard for 173 open bus parking spaces. Addre Location=_ Floor Area Conlprehen ive Plan rst nc? Prtepettiet Truman} 1n Opa-locka: 08-2129-018-0010 Unincorporated Miami -Dade County: 30-2129-01.8-0010 1-2 (Liberal Industrial) - The proposed use for CenterPoint Properties Trust Parking Facility is consistent with the Comprehensive Plan because it is an Industrial land use. REQUIRED 7 Feet 10,000 (0.23 Acres) 3 Stories or 45 Feet whichever less A 1,984 SF PROPOSED 1250 Feet 89 Feet 74.7% NIA' 3.66,165 SF (8.4 Acres) N/A Office Building: 3 Stories/ 45 Feet N/A 14,155 sq. ft. COMPLIANCE YES YES YES YES YES NIA YES City of Opa-locka I Planning and Community Development Depamnent Page 4 of 11 Office buildings: pursuant to the Land development Regulation Ordinance 15-31 one (1) Parking space per 400 square feet of floor area. -5 spaces required Industry sty: Ord. no.15- 3l :..Section 22-153 Address standards for non- residential use Office. Bldg. 1,800 SF Total :Space 'Prav 18-Spaces Tractor Tra• Parking Tom` 1 n Spaces. 25% minimum required pervious 27.5% provided YES YES This refit?est will. be properly noticed pursuantto state law Charter by the :city clerk's office A copy of notice for. advertisement .tries vie,given Wednesday, March 271h, 2019 To be advertised Planning & Zonis Board meeting on Tuesday, . City Commission Meeting T3D The City Commission must review this site plan and consider approval/disapproval after it is reviewed by the Planning & Zoning Board and any other applicable board or agency. III. Overall Analysis Existing Conditions: • The Subject Property is generally surrounded by railroad right of way (ROW) and railroad Spurs. • A discontinued perimeter fence is located at only the southem edge of the property adjacent to NW 123rd Street. • Sidewalk alongside the south edge of the Property • Australian Pines throughout the Property ,ity of Upa-locka I Planning and Communitv Development Department Page 5 of 11. City of Opa-locka I Planning and Community Development Department Page 6 of 11 :;it); of Opa-locka I Planning and Community Development Department Page 7 of 11 Surrounding Land Use and Zoning: Table 2 Industrial Industrial Industrial Industrial Surrounding Zoning Designation Map t; t I= l _...7IU_z The Site is Highlighted in Yellow Industrial` Utility General Utility 1-2 (Liberal Industrial) 1-2 (liberal Industrial) IU-1 (Industrial,, Light) I IU-2 (HUif MFG) I-3 (Industrial Plan Development) Uf1IM t•N� UN11 ' 4I11.1,, 111 • General Character 1 Neighborhood Compatibility: The proposed development use will be in Harmony with the general character of the surrounding neighborhood considering population density, design, scale, and bulk of any proposed new structures, intensity and character of activity, traffic and parking conditions? - Findings: ■ The propose development use tractor -trailer parking / storage facility including a 1800 square foot office space to support the operation" is in harmony with the general characteristic of the surrounding neighborhood: Industrial Uses COMPLIES • Tree Preservation: Compliance with Tree Preservation Ordinance required pursuant to City ORDINANCE NO. 15-31 - Findings: ■ The Applicant is proposing to remove all Australian Pines (tree) on the Property which are invasive trees and replacing them with other type of trees that are Native Trees. (Please see attached Landscape Plan for Trees detailed information). COMPLIES • Fence: The fence surrounding the property will be supplemented with a continuous hedge. The plant material is shown on the landscaping plan. - Findings: ■ The Applicant is proposing a hedge in compliance with the City Zoning Regulations. COMPLIES City of Opa-IoCka I Planning and Community Development Department Page 8ofll. • Future Land Use: Industrial - Findings: ■ According to the City of Opa-locka Comprehensive Plan; the proposed project will be located within the City's Industrial land use designation category location. COMPLIES - 1-2 (Liberal Industrial) Zoning allows Certain Industrial Permitted Uses: Project Specific: Tractor Trailer Truck and or Major Vehicle (10,000 pounds or greater) Parking Facility/ Office Facility/ - Findings: ■ According to the City's Land Development Regulation/ Zoning Code I-2 (Liberal Industrial) parking of tractor trailer trucks and major vehicles is a permitted use in the I-2 (liberal Industrial) Zoning District. The CenterPoint Properties Trust facility which categorized as a Tractor Trailer Truck and Major Vehicle Parking Facility & Office is permitted. • Community Comments/Petitions: The Applicant verbally informed the Planning and Community development Department that petitions were submitted to the surrounding businesses for signatures, comments or possible opposition. - Findings: The Planning and community Development Department has not yet received any signed petitions submitted to the Neighboring Businesses as indicated by the Applicant. COMPLIES IV. Project Need Assessment / other Required Approvals 1. Comprehensive Plan Amendment (Small Scale): Land Use Change (Map Amendment); ■ N/A 2. Land Development Regulation/Zoning Code Site Plan Review ■ Application submitted for Planning & Zoning Board Meeting (this meeting) Tuesday, April 9, 2019 3. Development Agreement ■ Application submitted for Planning & Zoning Board Meeting (this meeting) Tuesday, April 09th, 2019 V. Development Review Committee (DRC): Meeting Review Comments 1. Capital Improvement Project (CIP): ■ No issues reported for the proposed Site Plan 2. Building: ■ N/A 3. Police: N/A 4. Community Redevelopment Agency (CRA): ▪ N/A 5. City Manager's Office (CMO): N/A 6. Code Enforcement: ▪ N/A 7. City Attorney's Office: ▪ Development Agreement under review 2,ity of Opa-locka I Planning and Community Development Department Page 9of11. 8. Public works: • N/A 9. Inter -jurisdictional Review: Miami -Dade County: Mr. Gianni Lodi (PER) ■ "Development Services staff has reviewed the proposed application initial submittal. The Platting and Land development Section has no comments for now. The zoning Staff is proffering the following comments": - increase the number of trees within the area of the site controlled by the county — installing canopy trees 25' avg. oc. To create a nice dense buffer with trees — the side which is occupied with auto parking should incorporate a berm with the proposed coco plum hedge, additional groundcover and additional trees planted 25' avg. oc. To buffer the railroad line from the property and enhance the aesthetics of the facility. All of the plant material shall comply at a minimum with chapter 18A (Landscape Code). No Changes were made from the initial review from Miami Dade County. VI. Staff Recommendation: Staff recommend approval of this Site Plan pending the following other approvals: ■ Land Development Regulation/ Zoning Code Text Amendment: if approved, the Fueling area shall be located within the property's safest area and buffered to prevent visibility from any adjacent property or public Right of Ways (ROW) and shall comply with the City's Land development Regulation/ Zoning Code and any Requirements set forth by the Planning & Zoning Board, City Commission, and other applicable Agencies; ■ A Development Agreement has been submitted along with this CenterPoint Properties Trust Site Plan pursuant to the city Land Development Regulation/ Zoning Code Ordinance no. 15- 31; and F.S. Section 163.3220-163.3243; ■ All signage shall comply with the City's Sign Code Ordinance no. 15-31, Article X ; ■ All landscaping and parking areas must be provided and maintained as shown in the CenterPoint Properties Trust Site Plan; ■ Trees to be planted 25' avg. oc.; ■ Adequate landscape buffer around the open tractor trailer truck parking area; ■ Extend employment opportunity to City residents through the City's Human Resource dept. and the Opa-locks workforce; ■ Maintain 100% the use, function, or any recommendation the Planning & Zoning Board deem necessary to this CenterPoint Properties Trust site plan and or not limited to the provision of satisfying all other city's land development code pertaining to the site, landscape, parking and structures; ■ All trash & garbage containers shall comply with the City dumpster enclosure requirements; ■ The Development Agreement (D.A.) shall specifically address the daily operation, business, behaviors and any other requirements set forth by the City's Land Development Code, Planning & Zoning Board and the City Commissioner for this proposed CenterPoint Properties Trust Facility site plan; ■ Address all Miami -Dade County's input/recommendations as appropriate VII. Attachments: ■ Site Plan ■ Development Agreement Planning and Community Development Department City Planner Zoning official Approved by Corion DeLaine, City Planner Gerald J. Lee, Zoning Official Gregory D. Gay, Director Planning and Community Development City of Opa-locka I Planning and Community Development Department Page 1 a of 11 JIII. Staff Report Resolution No. SP-19 (TBD) RESOLUTION OF THE PLANNING COUNCIL, OF THE CITY OF OPA-LOCKA, RELATING TO THE APPLICATION OF: CenterPoint Properties Trust Parking -Office Facility FOR: SITE PLAN APPROVAL REQUEST TO CONSTRUCT AND OPERATE THE FOLLOWING: A 1,800 SQ. FT. OFFICE BUILDING, EMPLOYEE PARKING, AND 173 OPEN TRACTOR TRAILER TRUCK AND MAJOR VEHICLE PARKING FACILITY. WHEREAS, applicant has appeared before this Board for the request in the application, and all evidence, documents and exhibits have been received and marked pursuant to the Code of Ordinance of the City of Opa- locka. NOW, THEREFORE, IT IS RESOLVED AS FOLLOWS: 1) That the request in the application by the applicant be and the same is hereby a. APPROVED ❑ DATE:04-09-2019 b. DENIED c. NOT DETERMINE ❑ until additional consideration at the regular meeting to be held on_ / _ / 2) That the following special condition be and they are hereby imposed, conditioning the determination aforementioned: a. b. *** The Planning & Zoning Board Approval of this request was approved by a - vote*** I HEREBY CERTIFY that the resolution containing the determination of this Board is a true and correct copy as is reflected upon the public records of the City of Opa-locka this day of 20 . Chairperson or Designee amity of ()pa-locka I Planning and Community Development Department The Following changes/recommendations are updates based on the Planning Council Meeting discussions in regards to the proposed Academy Bus Facility City of Opa-locka i Planning and Community Development Department LANSAN 14 February 2019 Gregory Gay Community Development Director City of Opa-Locks 3400 MW 135th Street Opa-Locka, Florida 33054 Re: Site Plan Application Narrative CenterPoint at NW 123rd Street Opa-Locka, Florida Langan Project No.: 330053901 Dear Mr. Gay: Technical Excellence Practical Experience Client Responsiveness We represent CenterPoint Properties Trust, the owner of the two below -referenced parcels located at approximately NW 123 Street in Opa-Locka (collectively the "Property"). The Property is approximately 8.40 net acres in size and has been assigned tax folio numbers 08-2129-0180- 0010 and 30-2129-0180-0010 by the Miami -Dade County Property Appraiser. The vast majority of the Property is located in the City, with a small sliver of the Property remaining in unincorporated Miami -Dade County. The Property consists of Tract A of the Tenth Addition to Seaboard Industrial Park," recorded at Plat Book 158, Page 44 of the Public Records of Miami - Dade County, Florida. The property is unique in the City in that it is surrounded on three sides by railway lines and spurs. To the south of the Property is additional industrial land. The Property is located in an area of the City (and adjacent Miami -Dade County) that is exclusively industrial in character. City Zoning. The Opa-locks portion of the Property is zoned 1-2 or "Liberal Industrial" under the terms of the City Code. As its name implies, the Liberal Industrial zoning designation permits a wide range of the more intense industrial uses, including multiple "open lot" uses, such as rock pits and cement manufacturing uses. The 1-2 zone also permits all of the uses allowed in the City's 1-1 zoning district, which permits trailer storage and office uses. As noted on the recorded plat for the Property, the southern seventy (70) feet of the Property is encumbered by an access easement that ensures continued access to the public roads for both the Property and the adjacent land to the south, which is under separate ownership. Proposed Development. The Applicant proposes to utilize the Property as tractor -trailer storage yard. The trailers will not be stacked at this property. The storage yard will also include a 1,800 SF office space to support the operations of the tractor -trailer storage yard. The yard will be surrounding by a fence and gate for security purposes. That fence will be supplemented with a continuous hedge. 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016 T: 786.264.7200 F: 786.264.7201 www.langan.com New Jersey • New York • Connecticut • Pennsylvania • Washington, DC • Virginia • West Virginia • Ohio • Florida • Texas • Arizona • California Abu Dhabi • Athens • Doha • Dubai • London • Panama Site Plan Application Narrative CenterPoint at NW 123rd Street Opa-Locka, Florida Langan Project No.: 330053901 14 February 2019 Page 2 of 2 Application Requests. In order to realize the proposed development plan, the Applicant has filed four separate applications, requesting the following: 1. Final site plan approval for the proposed development 2. The acceptance of a development agreement (application pending) The following narrative will explain each request in additional detail and address the relevant code standards. Site Plan Approval. As explained above, the Applicant proposed to develop the property with a use that incorporates office space as well tractor -trailer storage. The submitted plans meet, or exceed all of the relevant code required. Water and sewer service will be provided by Miami -Dade Water and Sewer Department. Development Agreement. The development agreement is currently being prepared and will be submitted under separate cover. Conclusion. We look forward to your review and recommendation on our applications. If you have any questions or concerns regarding this letter, please do not hesitate to phone my direct line at (786) 264-7234 or send me an email at mcarr@langan.com. Sincerely, Langan Engineering and Environmental Services, Inc. Michael Carr, P.E, LEED AP Senior Project Manager Jon Rhine Senior Staff Engineer cc: Brian Hollings (Centerpoint) FL Certificate of Authorization No. 6601 Wangan.com\data\FTadata9`330053901\Project Data\Correspondence\2019-02-14 Site Plan Narrative.docx LAIVGAN 61,089-ON NOON° 9tIDTJ5031Va.ABn6r'd'd'f 0a)103Ho� 'SXMLESTONMIONNBON WEENE3MN(11311I .09..L alV08 • I ()Loom Nounzia0Hlnv JO 31V31J11833 wee' sia<anAnspuelaunndas...ms lltl W-3 9LL1-us (956) J(VJ LLLL-2LS (4S6) 3N0Hd3131 Lseee valaold'aslaNns OVOa 111H SON LEES 'ONI `SHOA3ANnS ONVI 331111d :AB NMV80 0 A3A1i11S 01HdV1:100d01 0NV AliV0Nf1013 L9L88 =you Amn00 3avoiroon Vmooi Vd0 1332118 atm MN ONV 3nNam Hits MN 3118 UNVS V01118 VGItlOId iAB ra SNOISIA3N rowc-Aanans lrnomo-isms/ II//e r-Nourouaaaa aasW1yy sl/96 s-.131ans 3lradn-65360 ON '3NI '580A.8. ONVI 3311nd JO 83313J0 NV 111083 011I118M NI NOISSIW83d 1n0H11M 'SNV3W ANV A8 80 A803 ANV NI '03311008d38 38 AVW A.8n5 SIH1 JO 18tld ON '0.83538 51H018 11V "3NI '580A.811S ONVI 3311nd A8 SIOZ 111018Ad03 ,OS=„L 31rd0S 01HdVItIO ,OSI ,001 ,OS ,0 [D ZI 9➢lMO:Iri A rss.n ri -a go 1ro wrilj�1 0 0 DI°L DYd rear eYo -1 061. 101 1 1 ®n 3"ssil sila..o, VOI8013 30 31V1S 9F1951 83dd. ONV 80A.8115 1VN01553308d SNBn9 .38 ❑ 169ZS1 83ddVW ONV BOA3ABn5 1VN01S53308d '3311nd '3 NHOf ❑ '83dd. ONV 80A3A.S 03SN33I1 V0180, V JO 1V35 0351V8 1VNI9180 3H1 ONV 38n1VNOIS .1 1nOH11M orom lON &31n1V1s V018014 'LZO ZL4 NO11335 Ol iron., '3003 3A11V81SININOV V0I80, 'Ll-f5 831dVH3 (.S3V00,) S331A835 83W1151103 ONV 38n11no180V JO 1N3W18Vd30 VOIE10, 3. A8 H18. 135 508VONVIS 3. 5133W A3Adn5 JO H313NS SI. 1VH1 'AJLL833 A938. I .NOI1VOIdlla33 ys' 'N0383H 03131d30 Stl 3115 SI. 5133,V 960Z 30Vd '99LZZ '8'8'0 NI .804 13S Stl S3SI1,138d 3H1 61083 ONV 01 S5333V BVln31H3A JO 3S0d8nd 3H1 803 55083V 80 8.0 'NO '1N36135tl3 55333V .15n13X3-NON-61 61311 '03S53800V 10N-91 11311 '3115 SI. 1933. 10N S300 9909 3.d 'ZZ68Z '8'8'0 '031101d 38 lONNV3 1n8 311S SIH1 13333V 9691. 30Vd '9006Z '9'8'0 NI 0330 1N31,135V3 JO NOIl(11LL58n5 JO 3311. (NV '69 L4 30Vd '9899Z '8'8'0 NI 0330 1N3W3SV3 030113AV 'SFO9 30Vd 'ZZ69Z '8'8'0 NI 0330 1N31135V3 'M31A38 BOJ 318V11VAV 10N sl S6 30Vd 'OL912 '8,1'0 NI 0330 1N3W3SV3 030N311V-Ll A311 '031101d 38 lONNV3 1n8 3115 SI. 5133,v '90, 30Vd '82Z12 '8'80 NI S1H018 1N3613380V JO 33NV1d333V ONV NOLLd6InSSV '1N31NNOISSV A8 0313334V Stl '469 30Vd .Z9661 '8'8'0 NI 5311I113Vd 30VM3S A8V11NV5 ONV 831VM 803 1N3W3380V-91. 61311 'N0383H 03131d30 Stl 311S SI. 13344V 94 33tld 951 N008 1Vld NI 58311VA 83.0 0NV 51N3113SV3 'SNOIlVA83538 '51,10111.03 SNOLLV31030 'SN0113181538-51 W311 No383H 03131d30 Stl 3115 SIHl JO A CLUOli 8 r 3H1 51n8V 1N V7I '31I5 SliN 13 IgV lON 5300 1n8 'S1IJ3N38 '04tZ 33tld '69LOZ '8'8'0 NI SONI55083 30tlaO 31VANO 1N3W33131, 1N 51 1N3 13S - W31I 'N0383H 035V3J 1 .10-£ V3 A1lllln ,OZ ONV 31I5 S. 5133JJtl 19 30Vd '04£9l '8'8'0 NI 1N3W35tl3 3 1Ntl 3131d W311 'NO3a3H 03131d30 '5113 3N38 Or3tld AB6r 1NI 315nS SNWAd S1IN3l W31lNO3Nry 5300 - W31I 'N0383H 03131d30 Stl 3115 SIHl JO ABVONn08 15tl3 3H1 SlnBtl 1 Z2V3 3115 SIHl 1338V lON 5300 1n8 'S11J3N38 'C641 30tld '£19S1 '88'0 NI SON155083 30V80 31VAlad 1N3W3380V 3 3W35V3-11 W31I 'N0383H 03131d30 SV 3115 SIHL 30 ABVONn08 1Stl3 3H1 SlnBtl 1N3W35V3 31I5 % 13O lON 5300 ee 'S1133N38 '949F 30tld 'LBSSI '8'8'0 NI SONI55083 30V80 31 VAIBd 1N3W3380V 1N3rv35V3-Ol W311 '031101d 38 lONNV3 1n8 311S SIH1 S1333. '9Z0Z 30Vd 'SZ£91 '8'8'0 NI 0330 3H1 NI 1-11803 13S Stl SNOLLVA83538-6 11311 1N3613SV3 S. 01 Stl 3115 SIH1 S.L.JJV '849 30Vd 139. '9'8'0 '96 30Vd '1391 M008 1Vld NI NMOHS Stl N0383H 03131d30 SI 1N31.13SV3 83M3S .0Z JO NOLLV301 311,61IX08d. '3113103111 51 L59 30Vd '9Z99 '8.8'0 NI 1N3W3383V-8 A311 '99 30. '9S1 NO013 1Vld NI ONI11V1d38 A8 0303383dn5 N339 3AVH OZ 301fd 'Z9 NO08 1Vld NI 58311VA 83.0 ONV S1N31135V3 '51401.1VA83S3a 'SNo9101103 'SN0I1V31030 'SNO113181538-L A311 '03553800V 10N-9 A S '4 '£ 'Z '1 .1311 :1N3611161W03 OIVS Ol SNa LLd33X3 II NOLL33S-8 31n03H3S 38tl 3NIM01103 3. 'WV 91,6 ® 91.0Z 'OZ H3.11 31V0 0351A. :41d 6,1.1 1V 410Z '8 H38V11 JO 31V0 .113.33 NV RUM 'ANVdrv03 3.1.11SNI 31111 1VN011VN 3118nd38 010 AB 038.38d '35 90LZZ041 'ON 3113 30NV.SNI 31111 803 1N3W11WW03 JO 11A3N30 H11M 038Vd38d SVM A..5 SIH1 (01 -S33Vd5 3NIN8Vd ON SNIV1NO3 311S SI. (6 •l'0$ 51 A3A.S SIM. NO 51N3613A08,11 0.1330 113M 30 SN011VA313 JO A3VBn33V 1V31183A 3H1 ',Z'OF SI A.811S SIH1 NO 51N361.08d11I 03NIJ30 11. JO A3V81133V 1VN0I1150d 1V1NOZI80H 3H1 (8 ANVd W03 33NVBn5Nl 31111 1VN011VN 3118nd38 010 'AN.6103 A11118V11 03111111 V018013 tl 311 'SONI010H .301-Vd0 S. 'ANVdW03 AlIl18tl11 03111111 V0180, V 311 V0180, H1n05 JO S31183d08d Stl WNV83 :S30,835 1V1N3WN081AN3 A 0111833NION3 NVONVI :01 Al3A1.13X3 031411830 SI A.81, S. (L tl N NO 3n 15NO3 80 NOIIVAV3X3 l i ISI WO3 I1LLn 30.45388ddtl 3H1 13 1 03 LL 8 'NOLLtl313183A 0 3 J BOJ 53 d Ai non Nn JOW803N1 01 1 A1I11.3151 3 1d33 I0 lON 5300 '8383M 51 '03 3 318 'S31111LLn ONn080830Nn JO NOI1V301 0, 1 1. NI38 .. 1.. 3H1 3JO 3N13a 30tlry 383M 03S.3 3l8VN I.38 (9 '3«50,91.105 ONI38 „tl, 13tl81 JO 3NIl 15V3 3H1 NO 035V8 38tl SONIBV38 S tlataol3 'A1Nn0o 30V0-I11VIW '1SV3 lb 30N. ',nos ZS dIHSNM01 '6Z A 9Z SNOLL33S NI 5311 3115 S. (9 60/11/60 31V0 dVW '16110 LS90ZLB 13NVd 3NON :NOLLVA313 00013 3.9 'X 3NOZ 00013 (F '1333 613'9 'NOLLVA313 '3N-£9b-N ,N8tlWHON38 A1Nn0o 30V0-I61VIN '6Z61 JO Wn1V0 1V31183A 31130030 IVNOLLVN NO 035. 3. SNOlIVA313 (Z '5531 80 38011 (S38. L04'9) 1334 38.05 L61'99F SNIV1NO3 311S SIH1 (1 :S310N . .. [G S AVM-AO-11491N ANVdWOO OVOaIIVa 3NI11SV03 ONV013V3S .001 �° .�a�. �i "=y_2r66EL N1.06.s1-1.0 _ . ... ooe°,>_ d y .. =€� moo l `�°my_ �' °°°'� - - -;G- °�. .1, s�' ys' sG� aag.I I Ryi f �� IOagel I I i � 1� t' 5 OD Au'al mlDs 1 i L I „ ," D- II I 11 1 I !L,4.. Ole s°- ..° i 11.0 A t 3 .. ja. 44 30Vd 'BSL N008 1Vld „)18Vd IV iasnONI 08V08V3S 01 NOI1100V H1N31. „V„ 10V81 yG' A3AanS d0 30111 1V 311S NO semolina ON 1Nd0VA r..ar& �.,9Ga' 11,.IL� ®©®erle nvd'Daer. 3!SDV ,�73 r T10 NIL yrnm 96 30Vd '41.1. N008 1Vld N01103S >18Vd IVRLLSnONI 08V08V3S Ol NOLLIOOV HlJld„ 68 L 101 31V35 01 10N d`dW NOLLV007 �_ -111 9 iffij 4I 1 I 4 °i.LB'Y90L 3.90.61-.1.09 Li ! ands OVOallva XS0 �` t ®rdrr nrd .`cr. a'szankma -i w mare 'V018013 'A1Nnoo 30V0-I11VIN JO S080338 onend '99 30Vd 'BSL N008 1Vld NI 03.0338 30383. 1Vld 3H1 Ol ON108033V ',N8Vd 1V1815n0N1 08V08V35 Ol NOLLIOOV HLN3I, JO ,V, 13V81 :NOIldINOS301V031 1Ar d 'WE°Maie 88 30Vd '60l NO08 1Vld „V-L NOLLO3S N8Vd wiaisnONI 08V08V3S 01 N011100V H12Jnw„ 881. 101 C: R _ 3,1,I gum 1 I, o Lc`m°avia"a°°0ro' Nat, >:n Or. . r s.B ;oao•sssnie=srnova 310NV 1tl81N3 (A1N0 NOI1VW803N1 01313 80d) .0d 3583AV81 N008 S080338 .131.0 3 NI1831N33 3Nn 83M35 A8V1INVS ONn080830Nn 3NI1 SVO 0.080830. 3NI1 83M3S 11801S .11080830Nn S381M 01,3.1.0 NOI1VA313 1N3W.Vd 11VHd5V 3138.03 @ , dl '8'a'0 �d 0 CIN3031 - 5-3 -h.,. o-5.4 -13-4-13-o 13. 9. 3 4.1 1. 5, 3-1.,-r-5. 1373 -1,r-1,1-1372 -13, bT3-13, •tr. r- 5,1-571--13T/- 573. -9 .1 .1 117 .111. o.T T 37571-1.1- 571 -1111-T 1,7T -rirm "Th 571-b7i . 7137-5-7413-573-77- Iro SO1 -16'05"E 1064.81' 7 BLDG SETBACK - - - 1.3 5.4 .3 5.4 5.9 5.6 7.5 5.2 3. 7. 312 5 2 1.E 1.7 2.4 t.0 1.1 A. 5.4 5.5 5.0 .3 13 3 7 7. 7.2 8.4 9 3. 7.3 7.5 17.1 > 2 7. 3.0 3.3 .2 7.3 5. 7. 7.7 5.9 .7 Y.8 5.3 7.0 5.5 5.4 7.4 a h. h. 311 1 5 3 1.9 3.o 2.6 2 3.6 3. 5.3 5.3 5.3 .1 5 9 5 5.4 1.9 5.6 t 6 7. 1.13 5.13 .6 5 3 7 5.5 h.o 5.2 •.5 5 a 5. t.o 5.9 5.5 i.8 5 o 1. 5.6 5.2 t.e 5.7 "'1 '5. 3.13 '2 a 3. 2.2 2.3 2.7 2 3 5 3. 1.4 1.8 5.2 .4 5 6 5. 5.5 5.1 5.5 2 3 5. .a.4 1.0 5.5 .1 5 3 5. 5.1 5.1 5.3 .1 5 5 5. 5. 5.9 5.9 .9 5 2 5. 5.4 5.1 5.1 .7 5 7 5.2 3. 3 4 3. 2.8 2.13 3.1 7 3 9 3. 1.3 5.2 5.5 .8 5 4 5. 1.4 1.3 1.4 .7 5 7 5. 1.111.5.4 5.3 5.4 .3 5 5 5. 1.7 5.8 5.6 .3 5 3 5. 5.6 5.7 5.6 1.8 t 7 5.3 5.3 5.3 5.7 1.8 5 6 5. 5.6 9.113 14 4 1.1 3.5 3.4 3.9 3 1 3 1. 5.2 5.6 5.7 .0 5 0 5. 5.3 5.5 5.9 .9 5 7 5. .0 5.4 5.3 5 9 5. 5.7 5.9 5.9 .4 5 3 5. 5.8 5.8 5.6 .8 5 e 5. 5.2 5.3 5.6 8.6 5 5 5. 5.7 5.8 1 9 1. 1.1 5.3 5.7 5.8 1 8 1.7 1.2 1.4 1.5 5.7 5 6 5. 5.3 5.1 5.4 1.4 5 4 5. 5.4 t.2 1220'5.1 t 2 1. 5.z 5 1 9 1. 1.7 2f ° A. 5 R, ° B 8, :17 TYP. t 5 5. 1.5 1.7 1.13 1.9 1.9 1.6 1.6 1.7 1.9 I.8 7 1. 5 3.7 5. 5.6 5.6 a 5. 5.5 5.5 5.5 5.4 4 1..6 5..3 2 5. 1.2 5. .o 5. 5. 5.0 5 9 5. 1.5 1.6 1.9 5.3 5.0 1.7 1.5 5.4 1.4 1.3 5.1 1. 1.3 a.2 1.3 5.2 A 3 1. 1.0 1.1 1.1 1.0 3 9 1. 1.1 1.0 3.9 1.0 1.0 3.9 3 14 3 9 lo 3 9 3 13 3. 3.9 3.8 3.6 3.7 3.7 3. 3.5 .4 9 1.0710 er9 3.9 3 9 3. 3.8 3.9 3.9 3.9 3.8 '3.92, TRAiteR 3.7 „5.6 6A1111 3S15.6Ats• 3.513.4 3. 3.3 7 7. 5.9 1.4 5.0 5.2 5.5 5.o 1.6 14.3 5.3 5.0 3.9 5. 5.0 3.4 7.7 5.9 5.9 5.9 5.1 5.5 1.0 5.5 1.3 5.o 5.o 3. 5.o 1.13 3.9 3.9 3.8 3. 3.8 3.6 3.9 9 .3.13 3.8 .3spy\oEs 3a 3815.i= 3.7 3.7 3.6 5., 3., 3., 3.14 3.4 3. 3.3 115. 3.2 7.9 7.7 7.5 7.3 5.7 5.1 5.4 S.a 5.4 5.3 5.3 5.3 1.o 5.1 1.2 1.1 1.0 1 1 1 1 1 0 3 9 1,12110,1 5. 14.. 5.. 5.. 1.0 3.9 5.8 5.115.0 A.o 5.1 5.1 5.0 3.9 1.o 5.o 3.9 3,3 3.8 3.6 7 1 7. 8.0 8.4 7.9 3.1 7.9 7.0 5.4 5.9 5.3 5.8 .4.8 5.8 5.5 5.4 5. 5.5 1.5 1.4 1.6 1.7 5.4 5.4 5.(TT51,1 1.5 1.4 1.6 1.7 5.4 5. 1.4 5.5 1.5 .5 16 1. 1.4 1.4 1.4 .5 1 4 1. 1. 1.1 8 1 5. 5.e 7.6 7.4 13 2 h. 5.8 5.4 5.0 .6 5 5 1. 1.2 1.1 1.3 3 5 2 51 1.3 1.3 5.2 .1 t 1 1. 1.2 5.3 5.3 .3 5 2 S. 5.1 5.2 5.2 .3 5 4 1.1 5.3 5.3 5.1 5 2 5. 5.2 1.9 p 6 1..4 .1. 5.5 5.3 7.5 9 3 3 7. 7.1 5.7 5.5 • .5 2 5. 5.0 5.9 1.4 4 t 6 5. 5.0 5.8 t. 5 4 1. 1.6 5.3 5.o .8 t o 5. 5.4 5.3 5.6 .1 5 9 5. 5.0 5.8 .4 .3 5 5 5. 5.6 5.2 4 5. 5.o 5.2 5.7 a t o h. 5.1 5.7 5.4 1.4 5 2 5. 5. 1I 7 5 4 5 5 5. 5.9 5.13 1. .6 5 4 5. 1.4 5.7 5.9 .8 5 9 5. 5.4 5.5 .4 .6 5 a 5. 1.8 5.4 5.4 .4 5 2 5. 5.5 5.2 7 4 5.c 5.9 5.3 7.4 .e 7 7 7. 5.e 5.8 •.3 1.3 t 4 t. t.o .4 7 5 2 5. 5.2 5.1 4 5. 5.2 5.6 5.2 5.2 t 1 5. 1.4 1.7 .7 E 3 5. 5.1 5.4 5.4 .7 5 2 5.r 5.3 5.8 9 5 5.4 5.6 5.5 7.5 8 t 3 7. 5.8 5.9 .4 1.9 5 3 5.• 7.1 .2 5 9 E. 7.0 5.7 .1 .2 5 8 5. 5.0 5.7 7.1 8.7 7 2 5. 5.0 5.3 •.1 8 7 1 5. 7.2 5.5 5.1 •.4 5 5.E 5.8 5.2 5. 5.2 5.4 7.6 5.8 1.E 5.o 13 3 5.0 5.4 7.2 5.[8.,5.7 7.5 8.5 5.6 D.8 D.9 8, 8 2 5.7 5.o 5. 5.5 t.o 5.9 5.8 13.0 t.7 :30 5.o 5.2 9.2 9.9 9.5 1,51,09.2 9.o 9.4 10.210.39.7 1o.4 9.8 13.9 5.5 5.7 9.4 8.4 8.9 8.5 8.3 13.7 3.5 3.6 8.1 8.1 5.6 8.2 8.9 8.4 13.2 5.3 3.7 3.7 5.1 3.8 8.6 3.3 8.3 8.4 8.9 3.7 3.1 8.6 7.9 5.5 /3(31a' 2.5 2.3 1.4 2.5 2.6 2. 3. 3.7 1.3 5.2 5.0 5.o 5.5 5.8 5.o 5. 3.9 5.3 5.2 5.7 5.6 7.3 7.1 5.o 5.o 5.o 7.3 7.3 5.8 7.3 7.13 5.6 5.5 5.5 5.7 5.7 5.3 5.8 5.6 5.3 5.2 16.3 5.5 5.4 5.1 5.5 5.3 5.9 5.9 5.9 5.2 5.3 5.6 5.2 5.1 5.8 5.9 5.o 5.3 5.1 5.7 5.9 5.5 5.5 2.2 t2.2 2.2 2.2 1.9 2.0 7 1 2 92 > F. .3 2.9 3.4 3.7 3.9 1.0 3.9 1.1 3.a" 3Z 7 BLDG SETBACK i-b7r-a7r D. 1,7 . 13, r -tm b7r-t 11.81-,17,1-"1- • ,.11. N01°15'40"W 1399.42' ... 0 . 9 :.1 .6 6 13. 7.6 7.9 8.1 8.0 13.2 7. 3.6 13.7 7.6 11.1-5,11er.1-774-1375-137r-8, .5.3 8.4 3.4 3.9 8.9 8.2 7.2 8.4 13.4 SO .9 .2 .0 .5 8.5 8.1 9.8 9.5 8.6 8.7 8.5 3.8 8.6 13.6 9.4 5.9 13.0 5.7 5.8 5.4 5.1 3.9 2.9 2. 125.-0'3(ETYR.-) 2. 3. I.o 1.8 5.0 8.4 8.9 7.0 7.4 0 0 7. 5. 7.3 13.2 .3 5 7 13. 7.6 5.3 .8 4 1. 5.5 5.7 9 7. 5. 7.1 5.9 •.1 3 5.3 5.4 5.8 5.0 •.9 5 6 3 5.1 5.6 1 5 6 5. 5.4 5.4 5.6 .1 5 5 5.3 5. 5.0 5.7 .2 3 @ 5.1 5.4 2 5 3 t. t.7 5.13 5.3 •.3 5 5 5.3 5.3 5.5 5.2 .7 3 e 3 1.4 1.3 5 5 9 5. 5.6 5.o 5.o .6545.E t.o 5.8 .3 .0 1 5 3. 5.3 5.3 4 5 7 5. 5.7 1.8 1.8 5.6 1 6 5.5 5.6 5.5 5.2 .7 ri910 . 3.0 2.6 1.7 1.e 5.8 5 9 5. 5.3 1.0 1.o 5.1 1 2 1. 1.o 5.9 1.8 5.2 3.7 3. 3.9 3.54 5.3 5.1 5.2 1 2 1. 1.6 1.6 1.5 1.8 1 8 1. 1.6 1.5 1.4 1.0 3.6 3. 2.9 2.5 3.6 3.7 3.13 3.9 1. 1.1 1.1 5.2 5.5 5 6 1. 1.3 1.2 A.o 3,3 3.5 3. 2.8 2.5 3.3 3.3 3.5 3.7 3. 3.8 3.9 1.1 1.3 5.4 1. 1.2 5.o 3.9 3.6 3.6 3.3 teao 3.1 3.3 3.5 3. 3.4 3.6 1.0 1.0 11.1 I. 5.o 3.6 3.6 13.13 3.6 3.2 3.o 2.6 3.3 3.2 3.2 3.5 3. 3.2 3.2 3.5 3.7 3.7 31.(1iO3.5 3.3 3.5 3.4 3.3 3.0 2.7 2.2 R9.0. R3.0. (TYR) 3.7 4 3 4 3. i 3.6 .2 3.5 .8 3.9 3.44.7....8.3 3.1 3.2 3.2 3.5 5.4 .1 3 e 3.15.o 3.7 1 1 3 7 4 3 4 3 6 1.0 5.0 .5 1 0 I. 1.7 0 3 8 1. 1/41.411 I f o 3 7 1. 5.2 tie 1 t.o 13.1 9.o 5.6 5.13 5.4 5.o 5.2 5. 5.2 3,14 2 13.6 13.4 5.3 A. •ett.a 1.5 5.5 1.3 5 5.5 3.4 Caleololle• SemoN1/ CONTAINER TARO • CONTAINER TARO PROPERTY LINE -LEFT PROPERTY LINE • LONER PROPERTY LIRE MONT PROPERTY LINE -UPPER Ty...1LN. Unman NUERELL ILIIIMO114•INEIO4 POLE LITE MURRELL TWIN IIRIL.414SILE7E4 NIKE ORD EAL NURRELL ARE14111414474t POLE MD - IRERELL 1111•111/14.47.-1A POLE 14TO .0. NIEIRELL ARAL11111.41447.1 POLE ORLI - 3r11.6. 5.7 9.5 5.3 5 {II 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 - - _ 0 KEY PLAN SCALE: N.T.S REV1410443 ACADEMY BUS FACILITY CHECKED RRY DATE FED 4T112419 AS%101.44 JOBNO SHEHTTITLE PHOTOMETRIC PLAN PH1 -3 I I I 1 1 I I I I I I I I RADIUS=365.00' �=46°52'34" TARC=298.62:7" # y , Rmmr.......m mmu:ia ai. /- �.�„�,Iq.;..�R;,Rm...mmm��.'., �;,.:�,.�mmm...""..w�..m...".'W�".u'CL.m...:............................................... D_i 1.2 b_2❑13.43 b_3bb., b_2 b 3 D 3-53 4., b 2 1.2_5 '+ b 2 13.3_b3Il=21-13.3-22.2L_13-2 3.2 b 7 5,- 5-2 b � D. 5-1. .. ..1 •.1 1 .9 1.5 .77 2 b.4 S.8 •.6 7 : 5.6 a.] .9 7. 5.5 •.9 E 6 7.7.2 .2 a : 5.5 .0 .9 5.• 5.8 •.4 7 8 13.3 7.2 .4 7 b.3 .8 .0 b. 13.2 .0 71 5.: 7.6 .4 5 3.6 3.5 '.6 3.• 5.8 .6 74 5.• 3.7 .6 5 7.1 5s -2-3 3 3 1 3. 3.8 ..0 5 5. 5.9 -.4 :.6 .a-. 4-%.• t.5 ..9 5 5.4 .] 437 6:• 5.] ..9 ..] 5. 5.1 .5 5 2 5.9 5.7 •.5 5 : 5.9 5.3 .] 5. 5.0 •.6 0�. 1.1 2.9 2.0 2.6 3.1 .3 3. 1.2 .4 .9 5.: 5.2 .9 5 1.9 5.3 .0 5.5.9 .1 .0 5. 1.9 .1 S .-..b 5.6 •.o 5 5.3 5.o .2 5.. 5.8 .8 .3 5. 5.7 .3 5 4 5.9 5.5 .9 3.7 3.1 A .] 1.9 2.4 .0 3. 3.4 .5 a 1 1.9 1.2 •.4 5 5.1 5.2 .1 5. 5.6 .5 5 6 5. 5.1 •.1 5 5.6 5.6 /'..5('�5. 55..5 .2I r1,-.11 5. -54..1.66 R.I67 1 6 5.9 5.8 ..6 5 5.8 5.2 :.3 5. 5.3 1.6 3.7 2.3 1.3 2.6 3.0 3.4 .] 3.7 3.9 1.6 5.o 5.3 5.5 5.6 5.1 5.0 5.3 5.7 5.6 5.4 5.7 5.6 5.1 5.0 5.2 5.5 5.5 3.. O �l 9.�'4I1�' ER,.2Y`! R.W 5.5 5.8 5.9 5.3 5.0 5.1 5.6 5.s 5.3 5.8 5.3 1.6 .8 3.4 3.0 3.0 3.2 3.9 3.8 3.9 3.9 3.9 1.3 1.6 1.8 5.0 S.o 1.8 1.9 1.9 1.9 5.0 1.9 1.9 1.8 1.7 a.] 1.6 1.6 1.6 1.6 1.5 1.5 1. 25 1.5 1.6 1.5 5.9 1.8 5.0 5.3 5.5 5.3 5.0 5.2 5.3 5.5 5.3 5.0 3.0 3.] 2.9 2.9 3.3 3.6 3.8 3.7 3.6 3.5 3.5 3.3 3.9 3.9 3.9 1.0 1.1 1.0 3.9 1.0 1.1 3.9 3.e d.g 3-8 }��3 3-131'41 A BI 7-+f'3 6 3 ] 3 2 5.4 5.3 5.9 5.6 5.2 5.5 1.5 3.2 3.6 3.3 3.8 1.2 1.0 3.7 3.9 3.2 3.0 3.1 3.2 3.2 3.2 3.3 3.3 3.3 3.2 3.3 3.3 3.2 3.1 3.1 3.1 3.1 sp3ACESo 2.9 3.0 3.o 3� 2.9'3:•• PACES 6 a.9 5.2 S.z 5.0 a.] 5.4 5.1 5.5 5.1 14 1.3 5.0 1.3 3.7 3.9 2.9 2.6 2.5 2.5 2.5 2.6 1.3 2.6 2.3 2.5 2.5 2.5 2.4 2.4 2.5 2.4 � � .3 2.3 2.3 2.3 2.4 2.5 2.8 3.3 3.7 1.2 1.6 5.2 5.2 1.7 5.1 5.9 T.9 5.6 5.9 5.3 5.1 5.2 a.] 1.0 3.9 2.7 2.2 2.0 1.9 1.9 2.0 2.0 2.0 .0 1. 1.8 1.8 1 e 1. 1.6 1 t.] 1.] 1. 1.] 7 1. 1.] 1 1.9 2.2 3. 3.7 .4 .4 5.6 5.3 5.3 3.5 1.1 7.0 5.2 5.3 5.4 5.5 1.9 .1 3 2.6 2.0 .] 1. 1.5 .5 1 5 1. 1.5 .4 1 1.4 1.4 .4 1. 1.4 .3 3 1. 1.3 .3 1 3 1.3 1.l .9 1 1.9 1.5 .6 1. Z.3 .9 3 6 a. 5.3 5.6 5.9 5.8 3.5 f i.] 5.1 5.0 5.5 5.6 5.7 5.e a. 4]72, .2 3.3 5.4 5.9 5.8 3.5 5.6 7.7 5.6 5.3 5.5 5.6 .o a 3.9 2.] .3 1 1.4 .3 .2 1. 1.2 .2 1 2 1. 1.1 .2 1 1.2 1.2 .2 1 1.1 .1 .2 1. 1.2 .2 1 1.3 1.3 .3 1. 1.] .1 .6 3. 3.6 1.9 5.3 5.3 5.5 7.8 5.9 7.1 5.7 5.5 5.5 5 5.1 a.3 .6 3. 2.l .8 6 1. 1.4 .] 1 l.J 1.3 .3 1. 1.3 .3 .3 1. 1.3 3 1 3 S.J 1.4 .3 1 1.4 1.9 .5 1. 1.6 .'] 8 2. 2.6 .0 3.6 1.3 1.5 1.4 5.2 7.0 5.1 7.4 5.9 5.7 5.7 .6 3 a. 3.9 .3 2. 2.2 2.0 .8 1. 1.] .6 1.6 1.7 1.7 .] 1.7 1.7 1.7 .] 1.7 1 ] 1.8 1.8 1.8 1.3 1.7 1.7 1.6 1.9 2.o 2.0 2.3 2.3 2.5 2.8 3.1 3.5 3.9 1.0 1.2 1.4 5.6 5.3 13.0 5.2 5.3 5.1 5.3 5.3 1.9 1.3 3.7 3.2 2.9 2.6 2.4 2.3 2.3 2.2 2.2 2.3 2.3 2.3 2.3 2.3 2.3 .3 2.3 2.4 2.4 2.4 2.4 2.3 2.3 2.4 2.4 2.5 2.6 2.7 2.8 2.6 3.3 3.3 3.5 3.8 9.0 1.3 1.6 1.7 5.7 5.7 5.6 7.2 5.9 5.7 5.9 5.1 5.9 1.9 1.2 3.6 3.5 3.3 3.1 3.o 3.o 3.0 2.9 2.9 3.0 3.0 3.0 2.9 3.1 .1 ,].o 3.0 3.1 3.3 I.o 3.0 3.3 3.2 3.1 3.1 3.3 3.4 3.9 3.5 3.7 3.9 3.6 3.9 1.o 1.1 1.o a.3 1.9 55.0 �.8 7.9 7.4 7.0 5.6 7.o 5.6 5.2 5.6 1.9 1.9 1.2 1.0 3.8 3.7 3.9 3.9 3.6 3.7 3.7 3.7 3.7 3.6 3.9 ?.9 3.7 3.7 3.6 3.6 3.3 3.3 3.9 3.9 3.8 3.9 1.o 1.1 1.3 1.3 1.3 1.3 1.3 1.o 3.8 3.8 3.3 1.13 1.6 1.5 3.6 7.2 3.0 5.9 7.2 5.9 5.6 5.3 5.6 5.2 1.9 1.8 a.] 1.6 a.] 1.7 1.5 1.5 1.5 1.5 1.6 1.6 1.7 a.] 1.6 1.6 1.6 1.6 a.] a.] 1.6 a.] 1.6 a.] a.] 1.9 1.9 5.1 5.1 5.0 a.] 1.3 3.7 3.6 3.5 3.6 1.0 5.7 3.7 5.8 5.4 5.7 7.5 7.3 5.9 .6.8 5.5 5.9 5.5 5.3 5.5 5.6 5.5 5.5 5.5 5.9 5.0 5.0 5.3 5.6 5.5 i.5 5.6 5.4 .0 5.0 .3 5.• S.9 5.4 .s 5. 5.1 .1 5 2 5.7 5.5 •.1 5.0 1.9 3.5 3.2 3.1 3.1 3..8 5.4 5.5 S. 5.4 .9 5 ] 7. 5.9 •.] 5 5.0 5.6 .4 5.'- 5.6 .6 6 5. S.4 .2 S 5.3 5.6 '.5 5.• 5.6 .3 '.2 5. 5.2 .5 5 4 5. 5.4 .1 5 1.2 1.9 .1 5.. 5.o 1.6 3.7 3.o 3.o 2.8 2.6 2.90 .] 1.8 .5 5 5.1 5.5 '.3 5.• 5.6 •.3 .6 S.1.4 .1 5 5.7 5.7 •.5 a 5.2 5.2 .9 5. 5.7 .] 55 a.• '.2 •.2 a 5.5 S.8 '.] 5. 1.8 .0 .3 a. 5.2 .9 5.6 5.0 3.6 2.7 3.0 2.6 2.3 1.2 47.0' .6 1.• 1.8 .3 .0 5. 5.7 .2 7 3 5.9 5.9 •.6 5 1.4 5.3 '.5 5. 5.3 .4 3 5. 5.4 •.3 5 5.5 5.4 .5 5.4 .6 •.4 5. 5.4 •.4 5 6 5. 5.9 •.6 5 < 5.4 5.9 5.a 1.5 3.2 3.4 2.6 2.5 2.2 .] .0 1 3 5. 5.1 •.3 7 3.3 3.4 .9 7.. 5.6 .8 7.3 7.• 7.o •.9 7 3.1 5.7 .8 7 : 7.8 7.3 .1 7. 7.4 .6 5 9 7. 5.1 .3 7 3.3 7.4 '.5 7. 7.2 :.2 7 3.0 3.7 .] A. 5.5 .1 •.4 5. 3.6 .6 7 1 312 .I1 3.13 ' 5.6 • L 7Ce- t0-'3-.v o-bm 1373-t3 -b.ar 170-1 1 t.o-bn--b-v 1370-1371-13'r-ir.4 -13.3 D.3 D, t.,11m3 -D.a Y.o-T.z'R. r Y.-1-171-7:2-17173-1'-3 -1, 1,-, 1.r]�'r4- Y:3-,-,a- -11-1.1-1T171 T. 53-1 1- 1.T 233-73-7.2-1,2-Yl�2ti "9 tr313"b-9_b.5 D-.Tt, V.Tb.S D.e mRRr.rrrR.RR.RRnmrr.r. rrtmR...r.R>.Rmr.mmmmnmRR.*RR _RRrRRr���m 0 PHOTOMETRIC SITE PLAN it SCALE: 1" = 25.-0' 411 1111111111- 1 I1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0 KEY PLAN SCALE: N.T.S REVISIONS U Off.CR® RRY DATE E'ED,T1124I9 SCALE AS SHOWN '19AI1 SHEET RHE PHOTOMETRIC PLAN SNExaND. PH2 oR 3 ffiEE TILE POLE SUPPLIER SHALL CERTIFY THAT POLE WITH LECTURE AS SPECIFIED WILL MEET 170 1LPH WIND LOAD CRITERIA PROVIDE SIGNED & SEALED CALCULADONS BY A REGISTERED FLORIDA ENGINEER 1.10'75'151, Foram MIKE. COPE GEO( RTA RPundiapemtlawminum Pole ,EAC 26M. spEcinvmota 5.151:7=1;.•.=.••0=_;,:e., • • •;;XZZ.,..i,:r .4 • •-',•t," • .5.5f ,Vtattf41;',,,, • • • • '..2.'2.7;;;;;Z:r;V:.:,;;•=1,, gL :fn.. :Ore "-'42.1,et— C=1 ILEVLSIONS CHECKED RAY DATE MEATH EOM A SCALE ti:3VIN SHEETITELE PHOTOME1RIC PLAN PH3 0, 3 pri spevipiv auoisieuico 6 Lcg 'ail Siolmody 3NOIS213N803 0 Seg.! aid tiLi 10d ielUe3 •.. • • Oak/.. I ZL66EIV . • 4410N I N NV kil'a -"70 7- ,a . Aso Z006Itt 610Z It ,k2lYn2103.3 'AiNflOD Kiva IYVvm J.N lAl 1V.I.31A1 01101.1 m Man 11010G;Iiii WINIIAIIT V 03ZIGONV S31A1V113 133.1.V21.1,DV,IIATI NVTID NI ONTZVID (13.1,V1fISNI „I ..0-.9 X ,0-.9 NOLLVATIH .123M S31A1V214 INI£11,11 11V ciaziaONV 11V31.0 NI DNIZV1D ClaLVTISNI n I „0-,S X .I.N3TAIU0MU NOLLVAT13 ISVH ALLITDVil ClaSOcIONcl ..it-.0 ."1":1 210013 HSIN113/1 1394 9 t z 0 ,,6-, I+ ,q,a aAvati, aDama NOLLVAS13 ELLIION 11003.1V131111 V3S:DNIONVIS , v4.- i'';M-- ----:-.---..2_77-.:111„.,ZiM„:- -1 : ' '''----- . DM= .I.NFILV 2134113 . ..,.,_ , , _=_ .. _ ,,f. _wit. - ... 7-7'- - q- 1A1v3s pmarsiv --SWAIM waNThimv crazicionw 11V3ID m Dmzym GILY111SNI „I ,,0-,S X .,0-,9 -vs PAIV*1 IAIMIENTIY1V CMZIaC0i. SvalD NIL ptsuzinp caLvinsivi I .,0-.9. X ”0-,0 db. 110013 HSINI3/..C-F „6-,I L+ :1B. AL HAVaLL :ia 30(1111/.1.-"F NOIJNA313 I-1100S :13.4h H001.4 „6-, :12 AL A.Y3/1 J-31+ :13 , 30C0WI-11V :-13 21001:1 1-1SINEILL .., 3AV3/17, „1.-.91+ :13 300111/.01r :SNOIIVA313 106E500EE 'ON.1.33(O71d s Z [auioery 1.0...1 mrt•/cs we non cs it ...I NOLO. •Pa Wo loto. o vIcasoottVmu.n0A.S.M..r.miam MPS,.. 00[saot.emat13.w 0' l —D 'ON 611IN12.10 Jdw AS P6,16.13 A1D Ag u.oi0 6100NtO a1>0 10693009f 'oN loafold 133HS ?MOD a1111 6aINoiO VOIMO13 Amoco 30VCI IlVVOV VXJOI-Vdo MAID ARILS CINEZl MN 1V 1NIOdN31N3D 1o>foid OHiRtl1.6. OZ ClE 696111 f t ceella V w 8uq'mMM LOLZ'OZE'OSB �d OOIZ'OLE OSB �1 LOEEE l3'6166.9661 P>d 00SI WS 1.6m1A68 INNm/S 6.3 OIL 'atl1'9W INB$ IeplEIMU01,113 pue 13uueeupu3 Nato, NV9N1I7 6,63L 'oN ',1 l3 O N33l3tlHJlrvNION3 1VNOISS3308d NNV 03NOIS 31tl0 321nLVN'JIS SNOISIA3N '0N uonduosa0 BTE6-E9,056 VIH3A IZWtltl L9OEE la'S9NIadS 1V1107 311N3AV HISS MN 9ISS '7N1's1NVl111sN07 VAHVA ,033N19N31671tl17313 59EBELLOE9 WVH9NIn NtlAne EOT0911'tl75tl11 331111363NO ads 1103 'O1lsll3LHJtltl 3NO15tl3Ntl07 ,1331H7111f BZ719C056 sN3H71111 NtlInB STEEE VOItl 131tlOtl30ntll1n0a 33N3ntl 166(11'm's 116 37NtlfTN ltltlnll311H7atl LLLT4L5-OS6 swaols3Ntlr TSEEEtl0lt101d'35TO OtlOtl s O BON LBES '7NI'saoA3nans 9Ntl137nna 0012-09298L 696313VHJIW 9I0EE 13"soln WtlIW oOSL 311ns'ow/Armco NIMMONS ISV3 OTT ']NI 9371A1J351,613INNOWAN3 9 9NIU33NINN3 NVNNV1 SE99-09E-LSL 59NnlOH 7 NtlIBB OTSE2 tlA 7110dtlON OZBL 31Ins W133tl15 NItlW 153M OST s311tl3doad lNlOda31N37 3dV750Ntl1 a0A3nanS :1333N19N31IAI7 ln3d013A3O INV311N3 Wd013A34 VORI01d 'A1Nf100 30V0-I1AIVIW d0 SONO03110I19f1d 'PP 30Vd '991. N008 ltfld NI 030NOOM1 'd03N3H11V1c13H101 ONI08000V '„N21Vd 1VI111Sf10NI OHV09V3S Ol NOI1I00V H1N31. d0 . V„ 10V211 :NOIld1210S30 1V031 100Z = ILY •31VOS H013>IS NOLLV001 IHIIO0=1VAN ALf�OLOfMN 1 '01l S13311H7111/ 3NO1SN3N1103 SNOI1VA313lVL1f110311HDHV 0NI `S1NV1lfISN00 %/W A NVId 01H131A10l0Hd 3NI `S1NVEMSN03 VHVA NV-1d 31H13010l0Hd 0NI `S1NV1111SNO3 VHVA NVId 01H13W010Hd 33NVI11V 1V11f110311H011V NVId 3dVOSONVI 33NV111V 1V111113311H0aV NV1d 3dV0SONVl 30NV111V 1V11f110311H321V NVId 3dVOSONVl1 DNVI11V 1V11f117311H3MV NVId 3dVOSONVI NV9NV1 133148 1IV130 NV9NV1 NVId WIN N31VM NV9NV1 NVld 3OVNIVNO ONV ONI0VHD NV9NV1 NVId 311S 1IA10 NV9NV1 SN011V01d103dS ONV S310N 1VN3N39 NV9NV1 133HSH3A00 G £'Hd Z-Hd L-Hd 4,11 Cdl Z-d1 L-dl 011-3 01-3 03,3 O'} 0 07-3 0' L-0 AB ORIVd3Nd NOIldI210S30 S133HS d0 X30NI 1S`d3 Lb 39N`db `H1f10S ZS dIHSNM01 `6Z'8 8Z SN011O3S `dd1?101J 'Jl1Nf10o 3ab'a IW`dIW `dN001 `dd0 JO Jl110 NOISSIW9f1S N`did 311S 1D32:11S CPEZI. MN 1`d J_NIOd?:13_LN30 'ON 133HS 3 NVSNV7 L06EGOOCE 'ON 1}]fOSd a. z e S g gig r sa XP $ € as ` g s 3 W� . O � K os3 a u � ea a = s� a Rm o ms m� 3 Pj2 y^9 r wy9 y3� 9 < r PNn pG,d� J ym oiq rc y wN o =m ='J• w zp i .�'n tlY tli Q (' 8 < �. ,c 2 3 w b E ". iy s ps Z '�� „ os= a s g us i �� ! 1 c o 8; ` ff�o ?� � :�� m y 6oG'� o g�11 � g 2 6a o cE Z ad is = g= g .a W N a 91 1�GF� °�o �, • >< x ; X + a J Z U via'- ul. t "$ � is m. g o f g U ?z g y C _ 3 �o a m_ =�� Q < I m�s�x7 " $ �W m his ^ ion 3 a $ $$, a�_ W _ U Z ; aC R3 0i! F W W L V iN� e mom mgm i7 @� = am = m o �m n mx' Y Wr m p mks V= w &i sf �o g o m mk mg ss W s� 90 € = w E— off=LU 0 5„ s ma_ _ -�3 m 1 1 �= H wiz a a �,m`'" -,�� sWs� mss @ ae Q w e g no= ffg mrWo ;°�_ s as s� a=°o=s3 = p -gym g �~m`om� t' < g - o`w o �Rg° 3a p u� Y� Z6 �Z=ag ��3$�_� ^a aw Ya o g "`3w� g s m� O �a` -�_R nmo ofsg�=gg gmm $ g" HIM � hm � _� M1 ;g o5�m u x = " a I<o� a m 3 ;zw�gg 'W s" @@ =o m o n C obi aW W IN �• g� W m�� a 'Zu a �_ -� " € ng a="" ^soWw mw �m 3 �Sm H maa ��_ m'- a a� m a z" ms a "o o m a sum Q > W spo sOR �ps- w@ r �W�_� s•, ax3se�u§� �gz;o€w.`' sfiw3s �gnm 3§'�" g"e=g "_Ww��=u ��•- a=2 g Pl�� =j"- i o. w�a ; a .s sw 5� � g m sa U Zqu "r< om m8i I 3" tW Wo!2oU=s F wo€sx� ye W gww. o .63W sa _ ham gW}ffirs maaa Lmaa a fm S m�� O "0 �z W 14� e os mZ emao sno _ !H. s3W " ARRx$g== Q °�g �€tH. m A2 1=' ;g e I ol r "1� Esa 3 Z 5< m u 5 t m m m Z 8m R$ 31WE 3 3 i 4xm �o omWz z 5 s m mt pbo in oo me m= € 22 2 3` �__ m E,_ m e = g$ W e u- m m p a o 9_ s g s�o g "a� 9 W w s �� aFPE g �m=o <�3 �Wm aW >a � g= �`" �s �� PEA! ego $ff :m gz g �s� �mm s_ sYs Y�== s 3m ma a W. o a _ 1 p °,3 ` e " ag a "= 4a� 'a� o �w s m>b = nm E= o wo on �1 m O F.�eoa �03 o=§a _ gym€ �w na a;o $' s gas=tl �g6 9g=mm Z Ggg m a,a €ma aw gJ _ €a V`° o� w w,HIN! „ mam w € a swg Y � 6 was�� €� ggm> " - €s " � a g= Sa-9"W52. o o' o N a so 3w o m guo 3 0 ma< F� g� a :u� xm � , �V ms3� M U m a o 4aLL� g1 u - 3G ti 2 9F G ' W'E_ ��W a m W'< o. _� u goT.&I �5 � 0 0q � p g m6w <- odw o g b� y . �o' F R � < g 0 3o'=S ' i 3R N d m3�= (; 3 R R- b88. mp tSym 6_ %U mw 55�Sw3a � m$ " � =w a a o � dam 1ema tj qwC o �G 60 2 s j3 3ffij P <_ ;$� 4o, c i W ? �� �_€; -zg€ j.�` �,_ a� m o � m a ea �z oo m_=gym " ; � _ a ei <g "a 3m s Fs 3, m =,_ osma ""� �� =Ww3w�sg ss="o��uYa =n as�� =b =�W gm� a s"� wpm r�;m e� & W w g€ g == 181m 3" Z s W-s og �� =xw ma w a a;p w s _ ma -9 sp� Up � z�W s�� � �w mc�� Fmk; F �a � �� a egg o � � � � =G g��� s @� �" aw gal s=' �� W <g=<'Wwaa ;gym a.m a� ws- xm°w 99 a E ao`aj'„ sm is 3 ;m=tea g w m< s =mm =agm s� 3 Xo N; eis�=: 1 "� ss 4 ym JG'lg;ll 9 5 m _ G3 o "a a h'?1.'€ V o€gq' a�3 m @� o g mss w�w3 g= jj g gwg= off= � mm s 3tt � °pdp H � ug M w _� C�i*a F �� zZ umWz °3?gia Nm c ` is " g Cwa �a U sa bsmdao==a gm �gR go 3€ a - "� �a ^m " � �3mg s�o o� Wm ��G �@ s � LL g g� g7r�� � gre w _ "� �o = 3=a o F omg gp �= xo uoof 7s� Foo`ysa€�$€�� 5'�_ m��=g s�o�gm g w m8=�` aspw az<ow "g - 4�F��--m� smm $� o=� $ww,-e §�sa� �z= o s" m a s sm " gm3 m meg zs "� a �w SY aaa� mg mW "� 4 Xo, orH a -,I" = �a 3 � m9< _� o < �Fsz zm s G m sax eo ms s 3y i u �� - mo w _ g �mg _U =s ���a - <as �m mg �� gym§ :nWam ^ 6 1M'6 $sc� " m mWg '" bl mbw>`g BB`.@ B3" y t i " i B e Kn 3w - 3 x" sa mgpp gym_ a @`� € �mv.� a@ an N gig" 3 i m i_ n <Nw o �" n $Qe �' @ § < s€ €mwmae<' a �_ -�maa& mg€ smaaam w e<Y-g "306a S sogo� zoo 'zc m✓i R s' R $` PAS wx �! ° Y �s3S R a 11 1-�y4 -€ Q o„=�mw u j -.€gu z S LS - 3<°0 "Sekw"�=ws< -moms < m' $S�" y Y ea€W mmr 7 g . $=x ens v �d aam=_ed3ff=fig° "$: € '`' & e �" $d € �a j @ � e: g �s � $ ��. � � �_ s" �_ ,2 = z Ho-0 - ��.5494 €a N ee <Wawg= "" ggm s�� �� @ � ��� a�"� � a� e � s � � a �3V� a� �gao� sIn o .7 b - o "sms� o7s 'so `�� g' �`w "gad mo �€', m" a"3 m 2 "m z as<m> Go bps ,=w` §s se , a € _ H e s s s a m _ ,'g�@Xz m��em �g�e�= s€m s=€oa 18 e y g g a ^ "i §s s g�^ : o"gaswF`'auy3gSo Sod- g- -iu" g d C 9> 1�m 4 g E 'O ��o: �mW`� m€a axle.i g e s �< : a e a"-- e v o L a ' memo �F W « ��� g 3 3Fyo a` �s�$ gw ` 3 ss ��m s$ noRc`.x $ o D g� =_J <m="�So W `�'1XI ads "hi ��� � g=m �' a fie_ n @ 6 m a_ �$� � � �^'& � m Y a w¢wNu 38 F R d< .gyms a et € a m e 3� oa g wgmgg z ;m= '� E ^� E gs a_ g c §e 83 a m � C E a sW ss>�wg. s " m e€p m43 gj�eq 3 s s a6 �"ags a E a=as s g u.e9 m=g m � e s �m am ex € ew 'Eag€ =s a s g " r § m -_ § m $°ax° c FE �w ,<$ NSW. s9 ¢ a g@@§ $ @ s 4-6 s g e 'm $s =�^' n '� c " � ba ��wqW �W= §e$$s €[ a °$ �-@ -@s $ s 6 g ft a @ v `° ` S HE—! o`so, oa -32= € a H': -=m`€ p e�§ s ss 9 4„$ � @ a g$ Rw v o o y w:= �wsm> ag Wg=we 9x3s m egg €� $ co r e s a g§ @sag a $3 C a € mm „SIN ..xAj ga $mm� €gm 15g 3 s" �s s E � a s opg �g "<ab <"_ `€ s3 3 °e ' en 19m Oe as sx� ;� § eR € as; ° e n$ " g a a g o ' n �omgm e�WSE ozp b=m��� €Raz _� e- iii'ads gw a g gm m o of C $ g==¢ -2e; yq ; 1 = s FWh ggg�a" amugaig=m '„VO'> �$<} 3�ky�s 3 YY2 =use„ =W m �U� 9 � oso -w 9Fo s =i ce @s .1 Ti � w" 00 c N € g s3u m g€ = &2 <� as< s s � e: ^' a n $e� " g � a} �m ^ xmaE= F €H W'j ¢� a jib x" sR U o __ >a og� " a � =a a £y�ys @ ^' Wm ��a3ggWba� �m>agmw <me €��3W.Yae s��Qpsg€ $e ase�e,s § cas § >jw"apo 4"a p GOgg'm W A ni@ °� _ $ amp < E @`q@ k �$"s@ 109i ms3 g a€ �sg�€< 66� " 6 m � a n ar - a na�< e � " $ =3 `tt3 s -§ a > @^ ��r �= �_ $ e„ � xw mIMP " S wW3 a&,`� w=m3mg aw 3 Y 6B y°uo`o BS> �gg n� m £s€ <t3= um=m€ u€go n "� 2� g��oa „`m§ i§ bY3 'Side°�i��LR3�R„��_;8g _ g € €"`-_ � F * §§�§��a..$= s a DEAN " sw=� as wg€; s�.gm wad"sa==�w- i�awm`s<"�g�3��3�<_m°.s" §8=" <s�� O "uw4§a a"�$reuS= " wmtR �Ww`m� € xe s<$ g g 5W3<eis Wn. "sOva B7 0g7 � W5m 8 € �m o a ?m Gp .� - �.uag2-2 s ad oe P 'S 5sud° LU m "6 H g m'o zN Y �w 0 " m w a o e m 91a 3 mF� _s �� u owm-R4° i a_ �`� `7 w _ • \ a'3'a mk w = k" j 1 .- _ t a p( f` 3 y W=" S xdy P' �� s m� m ',a 9� mN a= Hm�wa.; v i she 5 �5 7t sT a e m 39 £` y q Om3m a d ; qa� s 9v gs a t 3 i a 3 m " r =E g3�2 m wg s „o Z -0 5o a _ m' 0 v Fy s-o-'om£R aa a 5 mW_ ,a i E = Y :§ cow§o=m; a' �� 9 i- 3 s& i _,�� �iBF s$ 7� z $_. �.�>i off'_ _ s� oa �5�m '3 :;taxe ai3 �7s r a' m o " pg S d ;g 'K §gs"w3 g .i' -'-' q e _s _� ; G=� wF m W3=w g S s<w 3ym ~ " " gg " _ m > " "m w w Vag ' m 3 { / wEA | z ■ _ °! [EE,;® E `` §7§ $ |§ nk 09 J. �w IL 0 m ; » 2 § CD „!. gg /))/ /)!!6 1!! ! q /)2 NVONV7 106ESOOEE 'ON JJ3fONd 5 C 9 3 Z � g - U G FF$ 8 8 0 .9CSLL AA.6EJA1B6 _ luo.uvnno . - Z R _ _ V LU P9. — Z Q LU 8 Op ; CL $ _ LLJ C 4 _ W V ' Z it I I �••� .p 77 JE I! I3 I c 8 a g. jig _ 6 a T. jig 41. Jil rl I I z l I, rc w II S N J� > III I II 6 II 'll � lollly = �I "7 at m U O II Z) m 9L'SLZ: M,,fiEjLO.LIIS ---------------- ------- (60v ivAlld)- j jL33jjLs (I EZ k 7me N' Uj Q5 Ln II 1.01 t2 b Lr, 06 m c; ci ���� \ , �� ; - C ` ����' - = 1 ' ; i - r �� \ I I ����I ' l l , ��, ' 1 �� / " / ' / _ �� �� I I I ��_ I , �� �� " �% ' . / ' l l �� ' . ��: . ����i : - �� �� - N �� M ���� I - � 1 F o � 1 ���� ��I �� " �� �� ^ ����^ ����a a J J �� I ' - _ �� ���� � _ " ���� ��������I �� �� 1 [ _ ��' e g �� �� I ��. �� . . ��= ��L , �� �� I �� LANGA/V 14 February 2019 Gregory Gay Community Development Director City of Opa-Locks 3400 MW 135th Street Opa-Locka, Florida 33054 Re: Traffic Concurrency Analysis Centerpoint at NW 123`d Street Opa-Locka, Florida Langan Project No.: 330053901 Dear Mr. Gay: Technical Excellence Practical Experience Client Responsiveness Langan Engineering and Environmental Services prepared this traffic-concurrency analysis statement to demonstrate that the project meets the traffic-concurrency requirements for Miami - Dade County and the City of Opa-Locka. The proposed project is a trailer -parking facility where trailers will be parked when not in use. This project site is located within the Urban Infill Area designated by Miami -Dade County and is not subject to traffic-concurrency requirements. The site is directly north of NW 123rd Street and west of the CSX Railroad spur west of NW 36th Avenue within the City of Opa-Locka. Attachment A contains an aerial photograph of the vacant site location. The project is expected to be built by 2021 or sooner. The site is located between two east/west railroad lines and has two proposed driveway connections to NW 123rd Street. The surrounding area is generally industrial. All project traffic is expected to use NW 123rd Street to access the closest county roadway (NW 32" Avenue) east of the project. NW 123rd street is a two-lane local roadway and NW 32nd Avenue is a four -lane divided arterial roadway. Attachment B contains a copy of the site plan. TRIP GENERATION The proposed project is a trailer -parking facility where truck trailers will be parked when not in use. The proposed development will include a small office building (ancillary to the trailer -parking operation) and two shipping -container yards comprised of passenger vehicle and trailer parking spaces. The proposed development is expected to generate 360 daily, 4 morning peak -hour and 36 afternoon peak -hour trips. We prepared daily, morning peak -hour and afternoon peak -hour trip estimates for the proposed development using equations from the 101h Edition of the ITE Trip Generation Manual. The trip -generation estimates for the proposed development are summarized in Table 1. Attachment C contains excerpts from the ITE manual. The intermodal truck terminal land use category is the most closely related to the proposed trailer -parking facility. 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016 T. 786.264.7200 F: 786.264.7201 www.langan.com New Jersey • New York • Connecticut • Pennsylvania Washington, DC Virginia • West Virginia • Ohio • Florida • Texas • Arizona • California Abu Dhabi Athens • Doha Dubai • London • Panama Traffic Concurrency Analysis 14 February 2019 Centerpoint at NW 123rd Street Page 2 of 3 Opa-Locka, Florida Langan Project No.: 330053901 Table 1 - Trip Generation Analysis DAILY Intermodal Truck Terminal 30 1,800 SF notprovided 50%150%1 180 180 !360 * Rate not provided by ITE. Rate based derived by presuming highest peak hour rate is 10% of daily rate. MORNING PEAK HOUR Intermodal Truck Terminal 1 30 1 1.800 SF I T= 1.97 (X) 1 47% 1 53% 1 21 21 4 AFTERNOON PEAK HOUR I ntermoda I Truck Termi na 1 30 1,800 SF T = 0.22 (X) + 35.1 52 % 48% 1 19 17 36 Based on 10th Edition ITE Trip Generation Manual TRAFFIC CONCURRENY ANALYSIS Although this project is exempt from traffic concurrency because it is located within the county's Urban Infill Area, we performed the analysis to verify the availability of roadway capacity on the surrounding county and Florida Department of Transportation (FDOT) traffic count stations. We determined the directional distribution of site -generated trips based on the cardinal distribution data for TAZ 274 from the Miami -Dade County 2040 Transportation Model and from the development's access to the surrounding roadway network. We interpolated the 2010 and 2040 directional -distribution values from the model data to develop percentages for 2021. Table 2 shows the proposed development's trip -distribution percentages. All project traffic was assigned to corresponding county/FDOT available traffic -count stations on the surrounding roadway network. The count -station, TAZ and traffic concurrency evaluation form data are included in Attachment D. Table 3 summarizes the roadway -capacity analysis and shows that there is existing capacity on the impacted traffic -count stations. Table 2 - Cardinal Distribution 1110 'la R 5,i/y / . 9 „++�Yn-, ,,,dsf✓�'./,<,lKr N8'fl�if Y 5'h .,¢zt9x:3„,yi3%5£frs .' W� �3", r,6 .N"'� ✓.,�Ni�, '/vr"{ , 9"✓� 3`. r..utY.;✓e',r3XJJ+ i.�Gf i f '� L,r,.hbi ,€p !� g' .,1 d�Y,%` sY.YZ V£, JF7f`'". 2010 21.00% 17.20% 8.50% 9.80% 10.70% 8.00% 10.30% 14.60% 2040 16.80% 14.30% 10.50% 17.70% 12.50% 8.50% 8.30% 11.40% 2021 19.46% 16.14% 9.23% 12.70% 11.36% 8.18% 9.57% 13.43% LANGAN Traffic Concurrency Analysis 14 February 2019 Centerpoint at NW 123rd Street Page 3 of 3 Opa-Locka, Florida Langan Project No.: 330053901 Table 3 - Roadway Capacity Analysis t. `S� { * ay'f 53�g9fJ:;fs'.2 Awl r' c a !l'F.'y ,]ilF� rl 4'S n�`�";q'3.� NorthANest F-138 NW 135 St. btwn. NW 42 & 57 Ave. 1,286 8 1,278 North/East F-1223 NW 135 St. btwn. NW 27 & NW 42 Ave. 1,740 13 1,727 South 9426 NW 32 Ave. btwn. NW 103 & 119 St. 2,257 15 2,242 CONCLUSION The traffic generated by this project is expected to be consistent with the surrounding industrial area. Our analysis shows that this project will not cause any of the surrounding traffic -count stations to exceed their capacity. This project is within the Urban Infill Area and, therefore, meets Miami -Dade County and city traffic-concurrency requirements. Please contact me at (786) 264- 7226 with any questions or comments. Sincerel) ,Ntq Lango, neeerQ,4EnAA#onmental, Surveying, Larlpscape\QCr rrp add Geology, D.P.C. r • , r r • y/4W STATE of'5F o J��.•Ki m, P.E., PTOF,•� P.E.' Senior•Q:aq�.o` Eric Schwarz, P.E., LEED AP PrincipalNice President JPK:jpk Attachments: Attachment A — Site Location Aerial Photograph Attachment B — Site Plan Attachment C — Trip Generation Data Attachment D —Traffic & Distribution Data Z:\FfL\data9\330053901\Project Data`.Discipline\Traffic\Reports\2019-02-14 Traffic Statement.docx ATTACHMENT A SITE LOCATION AERIAL PHOTOGRAPH iLi µ �1� __- �, 1 ; ' a- J n CL aG•_'{ �' f �- - RAW IN tjl� ,.I —a t; 11 `I.t •'-* T'� , 4 _ - I '• (1_"'-�-'•D Hi4...,.Y74 'f z �uFl,�', ip t top- I•1� { Jo Ln.w� d �{^: r-4a 'l.r,�z., �1 - _ ,:,7 1 a I _ - y`��:. _ 1 - ft L i t �" 1 � 1 ,. i- _ �'i�prn •l R 1� �l {r _ a, ,�"F. z ., , , �1 •'7Txr � �- , r•s„iJ '." 1 f. - r. 'LC`.'! , I ' T� .� ,. - 'WWI, ear r F 0 S,rt F tip •,. -- _ � Ji i''-..,, 'r �1 I } f �•. .__ •I »I ;i: '4 ' � r�i, , ° II .—..�_� r RF, �j tl `tt. I�I f ... Ei, Y h I ,1 �� 1 Ihfi ��• 1 �.}rl `.��G _ ., - _i:.:� - i '�d6'6 �"�a y-N�Jr --ri '��`.- J" �.- _ 171 . y 1 _ _ � eNyrl..viii® e 1. �A. r ,.z jk;+.:1. Y 1 `� �r s 1. ; F 1 4 +n. t r. • ,+ IrA yl,� i ,.�_ .'�"' >� o �l na. 1 ,r♦ Eyed ��� r' �I t� j i �NW,~�1�2a4 �} §�� F z�.,_..p zp._� ,t, r#,_, t,�wc 1 ;�' �� � �d'a,,,'"`'�°,i.' 1 4. ,� r �,i.: , i�' ✓ -�`. �'��?�,�4t"` yF9��tk 1, .''�r1 :e ;L.1 � � � ; • ' - .�1 �, r� �!� * t -� � { � '� 1 ' III II •t. � - - _.��.5, rt ►sot 'h�-`+ 1 � 'yk _, .d! e SITE LVe MET �,- , t { ;�,� � .� I r 1 I �- , , _ .+1- fF ♦ .AI .. 1 µl, _ • I , _ '-T _i I , .. r _ , i ���� y--II F �L 1, Iw ''..,Y � 1 ..,:,,,�v4. .. jt 4t�4`j I� P�+➢i 1 r-- 'N►W10-112�-3 StFree•t y�' I yt A K C 14a it# i III,. t I _ ATTACHMENT B SITE PLAN ^ /| LU ,■ §|=t 20.1.2 § § _ §§i■ ��■�§! !|| \ \ �� )� | � �Gm|�! m _ � ®;�) „■» ! �7 § |§,��;�§a„�E�■. ! §9 § § / ! 7 U- u ■ ! t ! 1®, ; | _ / Q/��/a �q\//} /}.`� \| ./ 9 ! ) : _ __e _OOV ___ _a ATTACHMENT C TRIP GENERATION DATA Land Use: 030 Intermodal Truck Terminal Description An intermodal truck terminal is a facility where goods are transferred between trucks, between trucks and railroads, or between trucks and ports. Additional Data The average numbers of person trips per vehicle trip at the six general urban/suburban sites at which both person trip and vehicle trip data were collected were as follows: • 1.09 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 7 and 9 a.m. • 1.04 during Weekday, AM Peak Hour of Generator • 1.06 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 4 and 6 p.m. • 1.07 during Weekday, PM Peak Hour of Generator The sites were surveyed in the 1990s and the 2010s in Alberta (CAN) and Oregon. Source Numbers 443,969 10 Trip Generation Manual 10th Edition • Volume 2: Data • Port and Terminal (Land Uses 000-099)� I nterm odal Truck Terminal (030) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 2 1000 Sq. Ft. GFA: 15 Directional Distribution: 47% entering, 53% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 1.97 1.38 - 2.42 Data Plot and Equation Caution — Small Sample Size 40 X 30 w a 20 X 10 00 5 10 15 20 X= 1000 Sq. Ft. GFA X Study Site - - - - Average Rate Fitted Curve Equation: Not Given R2= **** Trip Generation Manual 10th Edition • Volume 2: Data • Port and Terminal (Land Uses 000-099) 11 nterm odal Truck Terminal (030) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 4 1000 Sq. Ft. GFA: 21 Directional Distribution: 52% entering, 48% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 1.87 1.19 - 3.67 0.94 Data Plot and Equation Caution — Small Sample Size L i 50 40 20 10 X X , i i i i i ' X II X= 1000 Sq. Ft. GFA X Study Site Fitted Curve Fitted Curve Equation: T = 0.22(X) + 35.12 - - - - Average Rate R2= 0.63 12 Trip Generation Manual 10th Edition • Volume 2: Data • Port and Terminal (Land Uses 000-099)� ATTACHMENT D TRAFFIC & DISTRIBUTION DATA & TRAFFIC CONCURRENCY EVALUATION FORM Page 3 of 7 9358 NW 12 ST W/O PALMETTO EXPWY BET NW 72 AVE- 4 3222 2342 880 -2 882 NW 87 AVE 9362 NW 12 ST E/O SW 107 AVE TO SW 87 AVE 4 3222 2281 941 0 941 9364 NW 12 ST E/O NW 112 AVE TO NW 107 AVE 6 4851 2585 2266 0 2266 9365 NW 12 ST W/O NW 117 AVE TO NW 127 AVE 4 3222 2791 431 330 101 9368 NW 17 AVE S/O NW 54 ST TO NW 36 ST 4 3283 1472 1811 55 1756 9370 NW 17 AVE S/O NW 79 ST TO NW 54 ST 4 3283 1730 1553 41 1512 9372 NW 17 AVE ST NW 95 ST FROM NW 95 ST TO NW 119 4 3866 1548 2318 174 2144 N/O NW 119 ST FROM NW 119 ST TO NW 9374 NW 17 AVE 135 ST 4 3866 1421 2445 2 2443 9376 NW 17 AVE S/O NW 119 ST TO NW 103 ST 4 3866 2093 1773 71 1702 9378 NW 17 ST W/O 1-95 0 287 -287 0 -287 9380 NW 17 ST W/O NW 27 AVE TO NW 37 AVE 2 1269 1170 99 170 -71 E/O NW 70 AVE BET WEATHERFORD BL- 9381 NW 17 ST NW 72 AVE 2 1269 672 597 0 597 E/O NW 12 AVE FROM NW 10 AVE TO NW 9384 NW 20 ST 22 AVE 4 3283 1693 1590 0 1590 9386 NW 20 St. W/O NW 22 AVE TO NW 27 AVE 4 3283 1914 1369 159 1210 NW 119 ST FROM NW 103 TO NW 143 9394 NW 22 AVE ST 4 4833 1974 2859 115 2744 9396 NW 22 AVE S/O SR 826 FROM NW 143 ST TO SR 826 4 4104 1560 2544 0 2544 9400 NW 25 ST E/O SR 826 TO NW 72 AVE 6 4851 2573 2278 0 2278 9402 NW 25 ST W/O SR 826 TO NW 87 AVE 6 4851 3929 922 0 922 9404 NW 25 ST W/O NW 87 AVE TO NW 97 AVE 4 3222 2774 448 0 448 9406 NW 25 ST W/O NW 97 AVE TO NW 107 AVE 4 3222 2114 1108 0 1108 9408 NW 25 ST W/O 107 AVE TO NW 117 AVE 4 3222 2160 1062 143 919 9418 NW 28 ST W/O NW 27 AVE TO NW N RIVER DR 2 1269 683 586 39 547 9422 NW 32 AVE N/O NW 36 ST TO NW 62 ST 4 4833 2005 2828 53 2775 9424 NW 32 AVE S O NW 79 ST FROM NW 62 ST TO NW 103 4 4833 1869 2964 169 2795 9426 NW 32 AVE S/O NW 119 ST TO NW 103 ST 4 4833 2498 2335 78 2257 9430 NW 36 St. (SR 948) E/O CURTISS PKWY TO NW 72 AVE 6 5390 4734 656 0 656 9432 NW 41 ST/NW 36 ST W/O SR 826 TO NW 87 AVE 6 5390 5155 235 0 235 EXTENS 9434 NW 36 ST EXT W/O 87 AVE TO NW 97 AVE 6 5821 3293 2528 0 2528 9436 NW 37 AVE S/O SR 826 TO NW 135 ST 4 3866 2155 1711 30 1681 9438 NW 37 AVE S/O HEFT FROM SR 826 TO NW 215 ST 4 2628 2077 551 0 551 NW 36 STREET 9440 EXTENSION W/O NW 97 AVE TO NW 107 AVE 6 4851 3155 1696 0 1696 9442 NW 41 STREET W/O NW 107 AVE TO HEFT 6 4851 2668 2183 0 2183 9444 NW 46 ST W/O 1-95 FROM NE 2 AVE TO NW 27 AVE 2 1903 531 1372 0 1372 19448 NW 54 ST W/O 1-95 FROM NW 27 AVE TO 1-95 4 4296 960 3336 0 3336 9451 NW 58 ST 26 NW 72 AVE TO PALMETTO EXPWY/SR 6 3222 1646 1576 19 1557 84 AVE FROM SR 826 TO NW 87 9452 NW 58 ST A ENW 4 3222 2147 1075 20 1055 9454 NW 58 ST W/O NW 87 AVE TO NW 97 AVE 4 3222 2438 784 4 780 9456 NW 58 ST W/O NW 97 AVE TO NW 102 AVE 4 2628 1767 861 0 861 9457 NW 58 ST W/O NW 107 AVE TO NW 117 AVE 4 2628 1574 1054 0 1054 19458 NW 62 AVE S/O NW 74 ST CONNECTORTO 4 4104 1346 275E 0 2758 OKEECHOBEE RD 9460 NW 62 AVE S/O NW 13B ST TO NW 122 ST 2 1903 1653 250 0 250 9462 NW 62 ST W/O 1-95 FROM NW 2 AVE TO NW 7 AVE 4 3283 1814 1469 0 1469 19464 NW 62 ST W/O NW 12 AVE FROM NW 7 AVE TO NW 4 3283 1455 1828 41 1787 17 AVE 9466 i NW 62 ST E/O NW 27 AVE TO NW 17 AVE 4 3283 1379 1904 21 1883 19468 NW 62 ST W/O NW 27 AVE TO NW 37 AVE 4 3866 1379 2487 12 2475 W/O 1-95 FROM N MIAMI AVE TO NW 12 19470 i NW 71 ST AVE 2 1522 839 683 22 661 9472 NW 71 ST W/O NW 27 AVE TO NW 42 AVE 2 1522 422 1100 10 1090 19474 NW 72 AVE/W 16 AVE S/O NW 103 ST TO OKEECHOBEE RD 4 4833 2170 2663 0 2663 9476 NW 72 AVE S/O NW 138 ST TO NW 114 ST 2 4833 688 4145 0 4145 9478 NW 74 ST CONNECTOR W/O NW 67 AVE FRO NW 62 AVE TO SR 6 8085 3674 4411 0 4411 826 9480 NW 25 Street W/O HEFT TO NW 127 AVE 4 2736 1913 823 0 823 9481 NW 74 ST W/O NW 77 CT PALMETTO EXPWYTO NW 4 5390 3363 2027 15 2012 87 AVE 9482 NW 79 AVE N/O NW 36 ST EXT TO NW 58 ST 4 3222 1736 1486 0 1486 9464 NW 79 AVE S/O NW 36 ST EXT TO NW 25 ST 4 3222 1453 1769 0 1769 j 9486 i NW 79 ST (SR 934) W/O 1-95 NW 7 AVE TO NW 13 CT 4 4296 684 3612 21 3591 0 0 C D C 0 0 C E C 0 0 C D C 1 0 C D D 0 0 D E+20 D 0 0 D E+20 D 0 0 C E+20 C 0 0 C E+20 C 0 0 C E+20 C C C 1 0 D E E+5 0 0 D E D 0 0 D E+20 D 0 0 D E+20 D 0 0 C E+50 C 0 0 D E+50 D 0 0 C E C 0 0 C D C 0 0 C D C 0 0 C D C 0 0 C D C 0 0 D E D 0 0 C E+50 C 0 0 C E+50 C 0 0 C E+50 C 0 0 C E C 1 0 C D C 0 0 C EE C 0 0 C E+20 C 0 0 D D D 0 0 C D C 0 0 C D C 0 0 C E+50 C 0 0 C E+20 C 0 0 C E C 0 0 C D C 0 0 C D C 0 0 D D D 0 0 D D D 0 0 D E+50 D 0 0 F E+50 E+30 0 0 D E+20 D 0 0 D E+20 D 0 0 D E+20 D 0 0 C E+20 C 0 0 D E+20 D 0 0 C E+20 C 0 0 C E+50 C 0 0 C E+50 C 0 0 C E+50 C 0 0 D E D 0 0 C D C 0 0 C D C 0 0 C D C 0 0 C E+20 C http://intra8.miamidade.gov/apps/rer/dosapp/LevelOfService.aspx 7/3/2018 Page 2 of 7 7 SR 985/SW 107 AV 200' S BIRD RD/SW 40 ST/SR 976 4 3580 2051 1529 84 1445 0 0 C SUMA C 0 SR989/ALLAPATTAH DR/SW112AVE 1000' N HEFT/SR821 4 3580 1675 1905 478 1427 0 0 C SUMA C 2 SR997/KROMEAV 200'SWSIR 25/US-27 2 1510 1084 426 0 426 0 0 C C C 4 SR 994/QUAIL ROOST DR 200' W FLA TPK/SR 821 4 3580 2752 828 35 793 0 0 C SUMA C 6 SR 992/CORAL REEF DR/SW152ST 200' E SW 112 AV 4 4296 2212 2084 79 2005 0 0 C EE C 2 SR 94/KENDALL DR 200' E SW 127 AV 8 8652 4742 3910 109 3801 0 0 C EE C 4 SR 94/KENDALL DR/SW 88 ST 200' E SW 103 AV 8 6468 4560 1908 69 1839 0 0 C EE C 6 SR 94/KENDALL DR 200' W SR 973/SW 87 AV B 6468 3230 3238 71 3167 0 0 C EE C 8 SR 986/SUNSET DR 200' E SW 107 AV 4 4296 2465 1831 103 1728 0 0 C EE C 0 SW 72 ST/SUNSET DR US-1 TO SW 67TH AVE 4 2920 1869 1051 0 1051 0 0 D E D 2 SR 976/13IRD RD 600' E FLATPK/SR821 B 5390 2870 2520 5 2515 0 0 C HE C '4 SR 976/BIRD RD 200' E SW 107 AV B 5390 2803 2587 130 2457 0 0 C HE C '6 SR 976/BIRD RD 200' W SW 87 AV B 5390 3305 2085 13 2072 0 0 C HE C 8 SR 976/13IRD RD 200' E OF SW 7800 BLOCK 6 5390 4966 424 4 420 0 1 C HE C 10 SR 976/13IRD RD 400' W OF SW 57 AVE. B 6468 3485 2983 31 2952 0 0 C E+20 C 12 SR 976/BIRD RD 200' E SW 42 AV 4 3504 2376 1128 0 1128 0 0 D E+20 D 14 SR 9336/PALM DR 200' W OF SW 2 AVE. 4 2920 1803 1117 2 1115 0 0 D D D 16 SR 972/SE 13 ST 200' W SR 5/US-1 4 4296 1017 3279 0 3279 0 0 C E+20 C 18 SR 90/US-41/SW 8 ST 200' E SW 137 AV 6 5390 3897 1493 29 1464 0 0 C D C 10 SR 90/US-41/SW 8 ST 500' E SW 109 AV 6 6468 4610 1858 21 1837 0 0 C EE C 12 SR 90/US-41/SW 8 ST 200' E GALLOWAY RD/SW 87 AV B 6468 4377 2091 0 2091 0 0 C EE C 14 SR 968/FLAGLER ST 350' W OF LE JEUNE ROAD 4 5370 2351 3019 0 3019 0 0 C E+50 C 102 SR 948/NW 36 ST 200' W LEJEUNE RD/NW 42 AV 6 8085 3800 4285 1 4284 0 0 C E+50 C 107 SR 25/US-27/NW 36 ST 200' W NW 37 AV 4 4380 1351 3029 95 2934 0 0 D E+50 D 109 SR 25/US-27/OKEECHOBEE RD 1000' NW NW 103 ST 6 5390 3345 2045 80 1965 0 0 C D C 110 SR 5/US-1 100' S SR 826/PALMETTO A 6468 5924 544 53 491 0 1 F EE E+10 EXPWY 6 112 SR 932/NW 103 ST 200' W E 8 AV(HIALEAH) 4 3580 2509 1071 0 1071 0 0 C E C 118 SR 90/US-41/SW 8 ST 200' E RED RD/SW 57 AV 4 4380 2761 1619 11 1608 0 0 D E+50 D 121 SR 932/NW 103 ST 200' W NW 7 AV 4 4500 2111 2389 90 2299 0 0 D E D 122 SR 924/GRATIGNY DR 200' E OF NW 11 AVE. 8 5390 3082 2308 12 2296 0 0 C E C W/O COLLINS AVE TO NE 35 A 124 163 ST/SUNNY ISLES BLVD-MB AVE 8 7272 3571 3701 0 3701 0 0 D E+20 D 126 SR 922/NE 125 ST 150' E NE 6 AV 4 3504 1908 1596 78 1518 0 0 D E+20 D 127 SR 5/US-1 400' E OF SW 57 AVE. B 8085 4662 3423 0 3423 0 0 C E+50 C 128 SR 7/US-441/SW/NW 7 AV 200' N NW 119 ST/SR 924 8 8085 2291 5794 2 5792 0 0 C E+50 C 132 SR 922/NE 96 ST. 89' W OF ABOTT A 2920 2092 828 0 828 0 0 D E D AVE 4 136 SR 916/NW 138 ST 200' E W 12 AV (HIALEAH) 2 1130 1711 -581 0 -581 1 0 F E E+51 1286 586 0 0 0 0 C A E E C A 138 SR 916/NW 135 ST 200' W LEJEUNE RD 3580 2194 1386 100 140 SR 916/NW 135 ST/ONE-WAY PAIR EB 200' W NW 7 AV 3 1610 1024 586 0 SRB916/NW 138 ST/ONE-WAY PAIR 141 200' W NW 7 AV 8 1610 1148 462 0 462 0 0 A E A 142 SR 934/NW/NE 79 ST 200' E N BAYSHORE CT 3504 3180 324 0 324 0 1 F E+20 E+8 A http://intra8.miamidade.gov/apps/rer/dosapp/LevelOfService.aspx 7/3/2018 Page 6 of 7 1220 1221 1222 1223 1229 1230 1232 1233 2002 2023 2036 2041 2050 2060 2065 2080 2085 2095 2100 2113 2114 2134 2137 2162 2188 2193 2198 2207 2208 2210 2232 2240 2242 2243 2244 2246 2248 2250 2252 �2254 2256 I (2258 2260 I2262 2264 i I 12266 2270 �2272 i i 12274 I 2276 2278 SR 924/GRATIGNY DR NW 136 ST/OPALOCKA BLVD NW 135 ST (SR 916) SR 916/OPA-LOCKA BLVD SR860/MIAMI GARDENS DR SR860/NW 183 ST/MIAMI GARDENS DR SR860/MIAMI GARDENS DR SR860/MIAMI GARDENS DR SR 878/SNAPPER CRK EXPWY SR 112/AIRPORT EXPWY SR 9A/1-95 SR 9A/1-95 SR 112/AIRPORT EXPWY AIRPORT EXPWY (SR 112) SR 112/AIRPORT EXPWY SR 932/NW 103 ST SR 9A/I-95 SR 9A/I-95 SR 9A/1-95 SR826/PALMETTO EXPWY SR826/PALMETTO EXPWY SR 9A/1-95 SR 9A/1-95 SR 9A/1-95 SR836/DOLPHIN EXPWY SR836/DOLPHIN EXPWY SR836/DOLPHIN EXPWY SR836/DOLPHIN EXPWY SR836/DOLPHIN EXPWY SR836/DOLPHIN EXPWY SR836/DOLPHIN EXPWY SR836/DOLPHIN EXPWY SR836/DOLPHIN EXPWY SR836/DOLPHIN EXPWY SR836/DOLPHIN EXPWY FLA TNPK. (HEFT/SR821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR821) FLA TNPK. (HEFT/SR821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR 821) FLA TNPK. (HEFT/SR821) FLA TNPK. (HEFT/SR 821) SR 874/S DADE EXPWY SR 874/S DADE EXPWY SR874/S DADE EXPWY 400' E OF NW 24 AVE. E/O NW 27 AVE TO NW 17 AVE (ONE WAT WEST) E/O NW 27 AVE TO NW 17 AVE (ONE WAY EAST) 200' W SR 9/NW 27 AV 200' E NE 8 AV 200' W NE 2 AV 200' W SR 817/NW 27 AV 200' E RED RD/NW 57 AV 500' W SR 5/US-1 200' E NW 17 AV 200' S NW 79 ST 200' S NW 95 ST 200' W NW 17 AV W/O NW 27 AVE TO LEJEUNE RD 200' W NW 32 AV BRIDG 200' E 1-95 200' N NW 103 ST/SR 932 200' S SR 112/AIRPORT EXPWY 200' N NW 125 ST 200' W FLA TPK ENT 1500' E NW 12 AV 200' S NW 151 ST 200' N GOLDEN GLADES INTERCHANGE 200' N SR 5/US-1 200' E SR 826/PALMETTO EXPWY 900' W RED RD/NW 57 AV 900' E RED RD/NW 57 AV 1500' E LEJEUNE RD 400' W NW 12 AV 300' W NW 27 AV 800' E NW 27 AV 200' W BRIDG NW 10 AV 300' W NW 107 AV 300' E NW 107 AV 1600' E NW 87 AV S/O SW 88 ST/KENDALL DR TO SR 874 N/O OKEECHOBEE RD TO CCOUNTY LINE RD N/O SW 8 ST TO SR 836 N/O KENDALL DR TO SW 40 ST/BIRD RD N/O SW 168 ST BET QUAIL ROOST -CORAL REEF S/O SW 186 ST BET SW 216 ST TO QUAIL ROOST DR N/O SW 137 AVE TO SW 216 ST N/O SW 312 ST TO SW 137 AVE N/O SW 320 ST BET US 1-SW 312 ST E/O SW 112 AVE BET SW 137 AVE-SW 216 ST S/O DON SHULA EXPWY/SR 874 TO SW 152 ST N/O BIRD RD/SW 40 ST TO SW 8 ST S/O OKEECHOBEE RD TO SR 836 2500' N TOLL/S KILLIAN PKWY 300' N KILLAN PKWY 300' NE SW 87 AV 6 A 3 A 3 4 A 4 A 4 A 6 A 6 4 6 10 10 6 6 6 A 4 10 10 10 4 8 8 8 4 8 8 8 6 8 6 6 6 6 6 6 6 6 6 6 8 4 4 4 4 4 10 6 6 4 8 4 4500 2771 1729 1610 1067 543 1610 1157 453 3580 11680 11900 4296 3140 1156 6468 3277 3191 6096 2298 3798 6468 2498 3970 4296 2007 2289 10815 8999 1816 28395 11566 16829 28395 11507 16888 16650 9016 7634 16650 6759 9891 16650 8192 8458 3580 1989 1591 28395 12210 16185 28395 13154 15241 28395 12630 15765 862E 4063 4565 18012 11334 6678 22515 13922 8593 18012 14724 3288 10785 4544 6241 13390 13543 -153 13390 13728 -338 13390 16961 -3571 10060 13300 -3240 13390 11780 1610 10060 9095 965 10060 9653 407 10060 14393 -4333 10060 9102 958 10060 11675 -1615 10060 10612 -552 10060 2842 7218 10060 3238 6822 10060 7197 2863 10060 4750 5310 13390 6298 7092 6700 3779 2921 6700 2302 4398 6700 1799 4901 6700 1022 5678 6700 1871 4829 16840 7700 9140 10060 5074 4986 10060 3238 6822 6700 5833 867 18012 8099 9913 6700 5369 1331 19B 0 60 160 10 18 0 0 0 0 0 2 42 0 21 0 0 0 0 0 0 0 0 0 30 54 293 205 0 121 0 0 268 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 0 44 31 1531 543 393 1146 3173 3798 3970 2289 1816 16829 16886 7592 9891 8437 1591 16185 15241 15765 4565 6678 8593 3288 6241 -183 -392 -3864 -3445 1610 844 407 -4333 690 -1615 -552 7218 6822 2863 5310 7092 2921 4398 4901 5678 4829 9140 4986 6805 867 9869 1300 D D D D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 1 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u n n 0 0 0 0 0 0 0 0 0 0 0 D A A C c C B C C C C D C C C C C C B D E E C E E F F D D D F D F E B B C B B B B B B B B B B D B C EE EE EE EE EE E+50 E+50 E+50 E+50 E+50 E+50 E E+50 E+50 E+50 EE EE E+50 EE E+50 D D D D D D D D D D D D D D D D D D D D D D D D D EE D D A A C C C B C C E+24 C C D C C C C C C B D E E C E E E+14 E+21 D D D E+29 D E+5 E B B C B B B B B B B B B B D B C http://intra8.miamidade.gov/apps/rer/dosapp/LevelOfService.aspx 7/3/2018 r: , + �; 6e>•r,..;.NF � � ( i:+li: x+ .�si\•u n. .. I -w' ,} JIM _It },. , k ^� . � , I-�ntluiii'rr� ate^ , 1-� � I�'�`,., ,' f�. t: rltlf + r .�. 'a•� 'T - �'i 1 1 '� � 1•- � � - it vit 74 ;'� ;'71r f'k �•'� 8 1r �.4� ( �. �.M�,- Av, /�+rxllp�.�,r,>�.-�. ,8tb l..Y V�Y~ f,fi. •�'J !' ,r, Al lJr,j' ry J . .. „ ®;{ 31!451,. .,,,(■f1R. _t x a�qe':° N r "*r8s •i CI, WMI �i7 F�+' f }� -: y � ��`•r Yi '� � y� � � F.'t•1. � va» �! ¢WAR-:' t lli OF �i t ri. 1L.. I W, � 1 � ,;+ +^�»`ii �i ��'" i i i�_, � �• JF� t �' L'L� r .,. �r! tub tyl I gat; �.+� ,F t �- Y• q l.e.c .d3S �.•v . __ ..:.. � .: NISI -1.2nd .I w"`.I4E7f'lit }ya"TIN .fix ' n Cat• t:., + .i... .�< ;t + (n 1 P ! > � i y Directional Trip Distribution Report = k MIAMI-DADE LONG RANGE TRANSPORTATION PLAN UPDATE TO THE YEAR 2040 Miami- Dade. 2010 Directional Distribution Summary Origin TAZ Cardinal Directions Total County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW NNW 267 3167 PERCENT 13.5 9.8 11.0 15.3 17.1 13.1 11.8 8.5 268 3168 TRIPS 202 315 214 370 378 392 173 285 2,329 268 3168 PERCENT 8.7 13.5 9.2 15.9 16.2 16.8 7.4 12.2 269 3169 TRIPS. 3.87 239 182 403 430 350 268 323 2,582 269 3169 PERCENT 15.0 9.3 7.1 15.6 16.7 13.6 10.4 12.5 270 3170 TRIPS 2,241 1,365 965 701 941 833 970 2,373 10,389 270 3170 PERCENT 21.6 13.1 9.3 6.8 9.1 8.0 9.3 22.8 271 3171 TRIPS 195 192 92 85 94 131 125 124 1,038 271 3171 PERCENT 18.8 18.5 8.9 8.2 9.1 12.6 12.0 12.0 272 3172 TRIPS 430 654 443 559 506 563 346 593 4,094 272 3172 PERCENT 10.5 16.0 10.8 13.7 12.4 13.8 8.5 14.5 273 3173 TRIPS 240 327 192 327 418 234 262 189 2,189 273 3173 PERCENT 11.0 14.9 8.8 14.9 19.1 10.7 12.0 8.6 274 3174 TRIPS 258 211 104 120 131 98 126 179 1,227 274 3174 PERCENT 21.0 17.2 8.5 9.8 10.7 8.0 10.3 14.6 275 3175 TRIPS 598 507 335 457 667 542 266 458 3,830 275 3175 PERCENT 15.6 13.2 8.8 11.9 17.4 14.2 TO 12.0 276 3176 TRIPS 385 597 266 519 477 365 345 390 3,344 276 3176 PERCENT 11.5 17.9 8.0 15.5 143 10.9 10.3 11.7 277 3177 TRIPS 155 101 28 218 154 45 108 105 914 277 317' PERCENT 17.0 11.1 3.1. 23.9 16.9 4.9 11.8 11.5 278 3178 TRIPS 170 133 146 80 152 90 103 235 1,118 278 3178 PERCENT 16.0 11.9 13.1 7.2 13.6 8.1 9.2 21.0 279 3179 TRIPS 160 139 L66 152 134 154 I11 119 1,135 279 3179 PERCENT 14.1 12.3 14.6 13.4 11.8 13.6 9.8 10.5 280 3180 TRIPS 90 140 119 168 117 174 66 16.9 1,043 280 3180 PERCENT 8.6 13.4 11.4 16.1 11.2 16.7 6.3 16.2 281 3181 TRIPS 629 472 613 1,043 886 853 456 548 5,500 281 3181 PERCENT' 11.4 8.6 11.2 19A 16.1 15.5 8.3 10.0 282 3182 TRIPS 314 253 1.96 372 306 249 118 131 1,939 282 318.2 PERCENT 16.2 13.1 1.O.1 19.2 15.8 1.2.8 6.1 6.8 283 3183 TRIPS 345 243 257 617 331 489 189 331 2,802 283 3183 PERCENT 12.3 8.7 9.2 22.0 11.8 17.- e.8 11.8 284 3184 TRIPS 234 177 192 536 272 337 284 247 2,279 284 3184 PERCENT 10.3 7.8 8.4 23.5 11.9 14.8 12.5 10.8 285 3185 TRIPS 79 118 149 356 177 219 206 187 1,491 285 3185 PERCENT 5.3 7.9 1().0 23.9 11.9 14.7 13.8 12.5 286 3186 TRIPS 560 582 550 999 748 771 453 685 5,348 286 3186 PERCENT 10.5 10.9 10.3 18.7 14.0 14.4 8.5 12.8 287 3187 TRIPS 869 780 675 1,477 1,270 786 670 1,195 7,722 287 3187 PERCENT 11.3 LO.1. 8.7 19.1 16.5 10.2 8.7 1.5.5 EYES ON THE FUTURE 117 Directional Trip Distribution Report MIAMI-DADE LONG RANGE TRANSPORTATION PLAN UPDATE TO THE YEAR 2040 Miami -Dade 2040 Directional Distribution Summary Origin TAZ - Cardinal Directions Total County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW NNW 267 3167 PERCENT 9.6 9.7 9.1 21.9 14.4 17.4 8.0 9.9 268 3168 TRIPS 196 214 166 315 273 331 160 130 1,785 268 3168 PERCENT 11.0 12.0 9.3 17.7 15.3 18.5 9.0 7.3 269 3169 TRIPS 705 402 427 779 562 485 316 447 4,123 269 3169 PERCENT 17.1 9.8 10.4 18.9 13.6 11.8 7.7 10.8 270 3170 TRIPS 1,786 2,127 1,275 1,667 1,424 1,632 1,701 1,702 13,314 270 3170 PERCENT 13.4 16.0 9.6 12.5 10.7 12.3 12.8 12.8 271 3171 TRIPS 378 295 225 412 359 267 268 385 2,589 271 3171 PERCENT 14.6 11.4 8.7 15.9 13.9 10.3 10.4 14.9 272 3172 TRIPS 850 814 576 933 774 786 482 873 6,088 272 3172 PERCENT 14.0 13.4 9.5 15.3 12.7 12.9 7.9 L4.3 273 3173 TRIPS 438 424 222 529 383 250 283 328 2,857 273 3173 PERCENT 15.3 14.8 7.8 18.5 13.4 8.8 9.9 113 274 -3174 TRIPS 268 229 168 283 200 136 133 183 1,600 274 3174 PERCENT 16.8 14.3 10.5 17.7 12,5 8.5 8.3 11.4 275 3175 TRIPS 944 668 444 723 696 644 429 569 5,117 275 3175 PERCENT 18.5 13.1 8.7 14.1 13.6 12.6 8.4 11.1 276 3176 TRIPS 601 578 326 640 545 521 367 522 4,100 276 3176 PERCENT 14.7 14.1 8.0 15.6 13.3 12.7 9.0 12.7 277 3177 TRIPS 103 122 96 195 137 94 65 162 974 277 3177 PERCENT 10.6 12.5 9.9 20.0 14.1 9.7 6.7 16.6 278 3178 TRIPS 326 223 244 302 384 232 196 262 2,169 278 3178 .PERCENT 15.0 10.3 11.3 13.9 17.7 10.7 9.0 12.1 279 3179 TRIPS 187 142 167 220 227 172 171 149 1,435 279 3179 PERCENT 13.0 9.9 11.6 15.3 15.8 12.0 11.9 10.4 280 3180 TRIPS 204 101 135 167 203 228 101 153 1,292 280 3180 PERCENT 15.8 7.8 10.5 12.9 15.7 17.7 7.8 11.8 281 3181 TRIPS 687 568 528 1,071 1,058 921 472 581 5,886 281 31.31 PERCENT 11.7 9.7 9.0 18.2 18.0 15.7 8.0 9.9 282 3182 TRIPS 344 389 208 468 461 341 197 176 2,584 282 3182 PERCENT 13.3 15.1 8.1 .18.1 17.8 13.2 7.6 6.8 283 3183 TRIPS 322 299 225 650 458 539 273 377 3,143 283 183 PERCENT 10.2 9.5 7.2 20.7 14.6 17.2 8.7 12.0 284 3184 TRIPS 357 357 378 697 392 380 323 291 3,175 284 3184 PERCENT 11.2 11.2 11.9 22.0 12.4 12.0 1.0.2 9.2 285 3185 TRIPS 183 136 233 259 267 180 248 264 1,770 285 3185 PERCENT 10.3 7.7 13.2 14.6 15.1 10.2 14.0 14.9 286 3186 TRIPS 599 617 647 1,232 840 863 484 790 6,072 286 31.86 PERCENT 9.9 10.2 10.7 20.3 13.8 14.2 8.0 13.0 287 3I87 TRIPS 1,069 1,004 951 1,777 1,601 1,161 897 1,516 9,976 287 3187 PERCENT 10.7 10.1 9.5 17.8 16.1 11.6 9.0 15.2 :ems<' ® ii EYES ON THE FUTURE 193 ATTACHMENT C Project Name: Centerpoint at NW 123 Street Location: v/o NW 123rd Ave & NW 36th Ave. Client: Langan Project No.: 330053901 Date Prepared: 2/14/2019 Prepared by: John P. Kim, P.E. Municipality: City of Opa Locka TAZ # 274 Net New Trips 36 Percent Distribution NNE 19.46% ENE 16.14% ESE 9.23 % SSE 12.70% SSW 11.36 % WSW 8.18% WNW 9.57% NNW 13.43 % Total 1 100.06% WNW WSW CARDINAL DISTRIBUTION Total Trips Distributed I36 TABLE 2 - Roadway Capacity Analysis ENE ESE Direction Count Location Avail. Project Trips Station Trips Trips Remaining West F-138 NW 135 St. btwn. NW 42 & 57 Ave. 1,286 8 1,278 East F-1223 NW 135 St. btwn. NW 27 & NW 42 Ave. 1,740 13 1,727 South 9426 NW 32 Ave. btwn. NW 103 & 119 St. 2,257 15 2,242 Total Assigned 36 Notes: £OLLfY00t NY91YY7 NOLLDnusN0D !IDj ioN "oN ID--Mtfd Z-dl 133HS 3NIl HO.LVW �~ j co J S � c • m y g m g'sN� � •�� � I � S W W Q Z C� Q (n J y o Q W 9 Z i Q F J I ♦ Z LLJ J • C Q$ a < `` a � g � ��� Lo;l III f1rli p j®16i1 MR4�i 1 U CL; X 100' i J j I J �t8 F f Y O 1111•-OQQQLLLy a O � o a 3 n- - - - - - _ - - - - - LL J O o_ �`L' i W 1 door � Rl� 00 I cN�iecr e I :c 5•S O. pd.OnH 1t b�fSIp3N \IH/�1 Q V V V _3 N � £-dl 133HS 3NII H31VW i ,� r tl w — Q z € �Q � z N U� L � � I• U a � � T . cz, N ~ O �� al '• 4 �O p 99 g U LL " O m e ~_ E Y o C7 $ Q O a 00 U w a g J W fpp Q Z F- d' 0 o Eta pN\t pN :? 0Vo Ma y 3181D3U Q ISS I-`R �R iS II* \I 0 O CO OOS VIHVS cn U < VdI 133HS 3NIl HO1dW Dl U p £OU"OOL AIY9NY'I NOLLOf1ymw HOA ION 'oN 103POHd J � � 9 m z � Q a J — J W < 9 Q W UD co Dj F z a <a N o a$ C) `.18 j gill lift e .13 s aEa E� as s a a 18 is ail ass s � � s a a� � a� as � �, All, Q LL - o <E r O a ld I�ld l� 6 MN a o r _ 0 w n L1J LU O O U � O O y y U I o o R LO Z-d� 133HS 3NII HO1dW �NSECi �?SQN ..,# oI e' p0 :O ay31 8193 a. # < U O £01L"ook NY9NY7 NOmonu5N00 NOd ION 'ON 103POU J p i` 13 0 Y V N t7 O N xZx 1 mm 4 a II W a • a$ N N N t+l N• N O J RW 0 w �o � F Q � c J U) t0 dm N II 0 b H k x k A