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HomeMy WebLinkAboutSEOPW-CRA-R-02-0164SEOPW/CRA ITEM 8 RESOLUTION NO. 0 2 16 4 A RESOLUTION OF THE BOARD OF DIRECTORS OF THE SOUTHEAST OVERTOWN/PARK WEST COMMUNITY REDEVELOPMENT AGENCY ("CRA") AUTHORIZING THE EXECUTIVE DIRECTOR TO EXECUTE AN AGREEMENT, IN A FORM ACCEPTABLE TO THE CITY ATTORNEY, WITH THE DEPARTMENT OF OFF-STREET PARKING FOR THE PLANNING AND DESIGN OF PARKING LOTS UNDERNEATH I-395 TO SUPPORT THE TWENTY FOUR- HOUR ENTERTAINMENT DISTRICT IN THE PARK WEST REDEVELOPMENT AREA, IN AN AMOUNT NOT TO EXCEED $79,076. WHEREAS, the CRA is committed to the development of the Twenty Four -Hour Park West Entertainment District by providing adequate infrastructure such as parking, security and lighting in the area and WHEREAS, the State of Florida Department of Transportation has agreed to construct parking lots under I-395 and the Department of Off -Street Parking has agreed to manage the parking lots once constructed. NOW, THERE'FORE', BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE SOUTHEAST OVERTOWN/PARK WEST COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF MIAMI, FLORIDA: Section 1. The recitals and findings contained in the Preamble to this Resolution are incorporated herein as if fully set forth in this Section. SEOFNkT/ L 0 - 164 Section 2. The Board of Directors hereby authorizes the Executive Director to execute an agreement, in a form acceptable to the City Attorney, with the Department of Off -Street Parking for the planning and design of parking lots underneath I-395 to support the Twenty Four -Hour Entertainment District in the Park West Redevelopment Area, in an amount not to exceed $79,076. Section 3. This resolution shall be effective immediately upon its adoption. PASSED AND ADOPTED this 29th day of October, 2002. ATTEST: PRISCILLA A. THOMPSON CITY CLERK APPROVED AS TO FORM AND CORRE ES�4�`: A'LEJ DRO VILARELLO CI ATTORNEY SEOPW/CRA R-02-164:ELF ARTHUR E. TEELE, JR., CHAIRMAN Page 2 of 2 'yw % m 02- 164 --r ITEM 8 RESOLUTION NO. SEOPW/CRA R- 0 2- 164 A RESOLUTION OF THE BOARD OF DIRECTORS OF THE SOUTHEAST OVERTOWN/PARK WEST (SEOPW) COMMUNITY REDEVELOPMENT AGENCY (CRA) ADOPT THE ATTACHED RESOLUTION AUTHORIZING THE CRA TO ENTER INTO AN AGREEMENT WITH OFFSTREET PARKING (MIAMI PARKING AUTHORITY) IN THE AMOUNT OF $79,076 FOR THE PLANNING AND DESIGN OF PARKING LOTS UNDERNEATH I-395 TO SUPPORT THE 24 HOUR ENTERTAINMENT DISTRICT IN THE PARKWEST REDEVELOPMENT AREA WHEREAS, the CRA is committed to the development of the 24 Hour Parkwest Entertainment District by providing adequate infrastructure such as parking, security and lighting in the area; and WHEREAS, FDOT has agreed to construct the parking lots under I-395 and Offstreet Parking has agreed to manage the parking lots once constructed. NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE SEOPW COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF MIAMI, FLORIDA: Section 1. The recitals and findings contained in the Preamble to this Resolution are incorporated herein as if fully set forth in this Section. Section 2. The CRA Board of Directors hereby authorize the CRA to enter into a grant agreement with Offstreet Parking (Miami Parking Authority) in the amount of $79,076 for the planning and design for the construction of parking lots underneath I-395 to support the 24 Hour Entertainment District in the Parkwest Redevelopment Area. Section 3. This resolution shall be effective immediately upon its adoption. PASSED AND ADOPTED this 29th day of October, 2002. Priscilla A. Thompson Clerk of the Board APPROVED AS TO FORM AND CORRECTNESS: Alejandro Vilarello CRA General Counsel Arthur E. Teele, Jr., Chairman SEOPW/CRA 02-- 164 ITEM 8 YN'tFR-OFFICE NtF-N1ORANI UAI W Chairman Arthur E. Teele, Jr. and Members of the CRA Board From: Annette Lewis Acting Executive Director RECOMMENDATION Date: October 14, 2002 i i l:: Grant Agreement with Offstreet Parking for design and management of parking lots. T� _ 1 Ci E'7 {�11a1 �. I i)CIOSLIJ IS.- Resolution It is respectfully recommended that the CRA Board of Directors approve the attached Resolution authorizing the CRA to enter into a grant agreement with Offstreet Parking (Miami Parking Authority) in the amount of $79,096 for the planning and design of parking lots underneath 1-395 to support the 24 Hour Entertainment District in the Parkwest Redevelopment Area JUSTIFICATION The CRA is committed to the development of the 24 Hour Parkwest Entertainment District. During several meetings with stakeholders in the District, a number of issues were identified including the need for adequate parking, security, lighting and environmental condominiums. FDOT has agreed to the construction of parking lots underneath I-395, and Offstreet Parking has agreed to manage the parking lots once constructed. General Source: Account Number: SEOPW/CRA 02- 164 ITEM 8 CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM To: Annette Lewis Acting Executive Director From: David Hernandez \ Director of Construction Management RECOMMENDATION Date: October 14, 2002 File: Subject: Grant Agreement with Offstreet Parking for design and management of parking lots. References: Enclosures: Resolution In response to several issues expressed by stake holders within the CRA area, including the need for parking, I respectfully recommend that the CRA partner with Offstreet Parking for design services related to the seven parking areas being contemplated beneath I-395, from NE Is' Avenue to NW 3Td Avenue. The initial roles identified are as follows: Offstreet Parking and CRA will work together with FDOT during the P D & E Phase (Offstreet Parking will engage HNTB). FDOT will perform the build -out and the CRA will enter into an agreement with Offstreet Parking once the lots are completed The design phase for construction of the parking lots beneath I-395 will cost $79,076(attached Exhibit "A" from HNTB). The Scope of Work will include schematic design (ADA requirements), vehicle and pedestrian access, parking space layout, etc.), site civil design (pavement, grading, drainage, etc.) site lighting design (ensure adequate light level throughout all the lots), field review (collecting information of existing conditions), post -design assistance and project management, as described in the attached proposal. The design of the proposed fencing is excluded from this proposal. SEOPW/CRA 4 4 Surface Parking Lot Creation under I-.. Design Services Scope of Services Att�tChn-jent A - Surface Parking Lot Creation under 1-395 Design Services 1.0 SCOPE OF SERVICES: The Miami Parking Authority (hereinafter referred to as MPA) has requested HNTB Corporation (hereinafter referred to as HNTB) to provide professional design services for the creation of paved surface parking at seven (7) lots under 1-395 in the Miami downtown area (as identified on plans entitled "CRA Survey"). These services will include the following tasks: 1.1 Schematic Design HNTB will develop one parking scheme for the surface lots. HNTB will layout and design all 7 surface lot configurations for the site referenced above and coordinate the final design layout with the MPA. The layout and design will include: compliance with ADA requirements, vehicular entry/exit location, pedestrian access, fence location, parking space layout, pavement marking and signage. Approval of the schematic design site plan upon coordination with the MPA and FDOT will be the basis of the final design contract documents. 1.2 Site Civil Design HNTB will provide the complete design of the site development plans for all 7 proposed sites. The specific work is to include the preparation of construction documents including specifications for the site development plans for the proposed 7 lots. The work is to include pavement design, paving and grading plans, and site drainage plans. Site drainage must be developed to account for the water that is currently being collected along 1-395 and being discharged via downspouts into these areas. Design will need to comply with DERM and SFWMD permitting requirements. 1.3 Site Lighting Design Site lighting design will consist of providing adequate illumination level throughout all 7 surface lots. Illumination Engineering Society (IES) Recommendations and South Florida Building Code (SFBC) criteria will be used as a minimum for the exterior illumination design of the premises. Lighting will consist of a combination of pier mounted underdeck luminaires and/or pendant hung underdeck luminaires. 1.4 Field Review HNTB will undertake field reviews to support the design services. Specifically, these will include collecting information about existing conditions, traffic circulation patterns, adjacent land uses. A photo log of the site and vicinity will also be created. Field reviews will also include verification of survey and plan information provided to HNTB by others. This task does not include field/topographical survey of the sites. 1.5 Post -Design Assistance HNTB will assist the MPA in reviewing shop drawings and responding to contractor requests for additional information and/or changes. This task also includes assistance at one pre -construction HNTB Corporation - I - 08/26/02 HNTB 08-26-02 I-395 Lots scope fee_ SEOPW/CRA Qom- 164 Surface Parking Lot Creation under I-3 Design Services Scope of Services Attachment meeting. This task does not include construction inspection, bid preparation, advertisement preparation/posting, or review of bid responses. If requested, these services could be negotiated separately or paid as additional services per section 4.0, herein. 1.6 Project Management Project management will be an on -going task for the duration of these services. This task includes preparation of project schedule, meeting minutes, agendas, project status reports, managing sub - consultants, and the like. This task also provides for project coordination and approvals of the design documents by the MPA and the FDOT. Under this task, qualified HNTB staff will be available for up to three project -related meetings described in section 3.0, herein. 2.0 SCHEDULE AND FEE HNTB proposes to complete the design and engineering and submit four complete sets of contract documents to the Miami Parking Authority within 6 months from receipt of an authorization to proceed. This schedule anticipates that the necessary data, information and approvals are provided by Miami Parking Authority and made available to HNTB in a timely manner. Anticipated time required (range) to complete each major milestone on this project is indicated below. ® 100% Schematic Design Document Submittal: 4 to 6 weeks • MPA Review and Approval of Schematic Design: 2 to 3 weeks ® 90% Contract Document Submittal: 8 to 10 weeks • MPA Review and Approval of 90% Contract Document: 2 to 3 weeks 100% Contract Document Submittal/Design Completion: 2 to 3 weeks 0 Post -Design Assistance: Varies A lump sum fee of seventy-nine thousand and seventy-six dollars ($79,076.00) is proposed for the conduct of the Scope of Services contained herein. Task ID Task Description Firm Fee 1.1 Schematic Design HNTB-Miami $15,000 1.2 Site Civil Design HNTB-Miami $41,000 1.3 Site Lighting Design HNTB-Miami $8,000 1.4 Field Review HNTB-Miami $2,400 1.5 Post -Design Assistance HNTB-Miami $4,000 1.6 Project Management/Meetings HNTB-Miami $4,000 Sub Total $74,400 Expenses (4%) $2,976 Geotechnical Reports Sub-ConsultantT $1,700 Total Design Fee (Lump Sum) $79,076 HNTB Corporation HNTB 08-26-02 I-395 Lots scope fee_ 1WR 08/26/02 SEOPW/CIA 02- 164 Surface Parking Lot Creation under I-3i- Design Services Scope of Services Attachment 3.0 MEETINGS A qualified HNTB Miami staff member will be available for up to three (3) meetings as outlined below through the course of the design as part of the Project Management task 1.6. • Initial Coordination Meeting • Schematic Design Meeting • 100% Design Document Meeting A qualified HNTB Miami office staff member will be available for one (1) pre -construction meeting as part of the Post -Design Assistance task 1.5. Any additional required client meetings will be billed on an hourly basis as additional services. 4.0 ADDITIONAL SERVICES Additional services as requested by the Miami Parking Authority will be provided based on the following hourly staff rates and reimbursement for direct expenses (charged at cost), such as travel mileage, hotels, and sustenance. 4.1 200112002 HOURLY BILLING RATES The following list provides the hourly billing rate for HNTB staff through February 2003. Personnel Houriv Rate Principal -in -Charge $175 Project Manager $135 Senior Engineer $135 Project Architect $111 Project Engineer $ 95 Staff Engineer $ 65 Technician/Clerical $ 45 5.0 MIAMI PARKING AUTHORITY SUPPORT The following are some of the items that the Miami Parking Authority will be responsible for providing to HNTB in a timely manner in order for HNTB to perform the design services. • Current topographical surveys (hard copy and electronic format) of the properties referenced above — must include grade elevations and delineation of site boundaries. • Parking lot management equipment specifications. • Agreement between MPA and FDOT or other entity related to the use or development of the subject sites. HNTB Corporation - 3 - 08/26/SEOPW / CRA. HNTB 08-26-02 I-395 Lots scope fee_ r 164 N.W. 14TH sTRT CITY OF M I AM I N09°54.4 w li5e'3 6 3 1I F.A. PROJECT NO. 5Er 8. 98 ' P , Q , C , "E 1 herebyy cert I fyy +hot +he attach"' I ega I I and descriptlon is In compl lonce wf th ;he Ml nl.r lm 190 CAP N 8008' 1 7 TOWNSHIP 53 SOUTH. RANGE 41 EAST Technical S+ dards set for*h by -he F'orldo L2.I i •L821z1 S.E. CORNER, N.E•1/4 SECTION 36 Boartl of Pr esslonol rveya,_s and Maopers, Persuan Chapter 472. 7, rl�r l'i Statutes. Z 03 N 3' X 8' COLUMN / LJJ I— Z M CHARLES E. OXA SUB. AMENDED Q T an D mantl, ' 0fes nal Surv9yor and Mapoer No. 6063. ur Z W �N _ (P B B". PG. Lu CONCRETE 67) — CHARLES E. OXAR AMENDED ONSUL-�ECH SURV AND M�PRiNG 3141 Commerce Parkway, Miramar. FI 33025 SEALED. Q _ EMBANKMENT (BLOCK 13) SUB• 3"A PG. 58) 10/03/02. NOT VALID UNLESS SIGNED AND Z Im N 1A72051'38" .= LUC) (P•B. (BLOCK 15) R=48.03' LEGEND, ' I�3 ° a` n R"45.00' z L=41 .91 STA. - Station I =50°00'01 " @ - Baseline. — L(''57.22' •S36°42'32"E R=466.97' R=741 .70' C•B. =N73°40'50"E -centerline. w ; .0 Z OWpiNTCAP"'B• 0•LBn 21 != i °26'S3' ,� L-66.66, S. - State Road. = o R/W - Right of W'y• I =OS I Oo 45" j = 1 8823� 53" a a �S O R;984 I7. P.B. - Plot Book. C.B. =575 46'S1 "E C.B.-S86°15'40'E N c g V) 0952 CONCRETE EMBANKMENT C.B. =S72°24'55" PG. - Poge. RT - Right. � N I ° METAL R = 602. 1 6' 1 101 29' 3' X 8' LT - Left. COLUMN F•D•0. T. - Florida Deportment of IP.0. o SIGN POLES L [=10°35 23" Transportation. SET I— 0 I' SET ° IRON IT 0 TN CAP ° o C.B. =S85 09'55" IR°NR°D R•50.88' P.O.C. - Point of Commencement. WI*NDAR z L WI t •Le2121 �.g5.51' Of •LB)Iz1 •51 ° 14'46" P.O.B. Point I'�� URVEY o ° SET et.Beginning. S.F. - square feet. r C•B. 536°43' 18 "E T.B. Tangent Bearing. ASE LINE ° RON ROD 3' DIAMETER wI TN CAP 0 s¢r N/A - Not -Applicable. N75'11'30"W COLUMNS •LBT121 ° CONCRETE DOWNSPOUT IRONTROD CONCRETE IRON R00 � wI TN CAP (R) - Denotes information taKen from ��v 0 •L81121 F.D.O.T. R/W Mops for 36.46' SET o o IRON ROD DOWNSPOUT WI TN CAP Lenzl -. O W Sectlon 87590-2151. o O ry (C) - Denotes calculated information. 72.6 ' WI IHCAP •L82121 E ° DOWNSPOUT CONCRETE �O O Z IP) - Denotes Information taken from '40"E cc A 4T' o tl W record plots. NOO°01 ° (NEST DOWNSPOUT ° 2ry °DOWNSPOUT °EXPR o� a NJ2'2g B ESS PAR°C E L 1 ° •S8(P' 83e ° W PG, (n I— V) CHARLES E. OXAR 2g SUB. 0 ,' 6O' ° —° AMENDED IRONTROd 7, 96 (P.B. B"A PG. 87) 6' HIGH 'ia7121 N01°37'33"W ° o o (BLOCK 16 CHAIN LINK N89°59'37"W 242. 57' W FENCE NOTES. _c BEARINGS BASED UPON AN ASSUMED BEARING OF N89°54'47"w FOR THE L RON R00 10' HIGH Z CHAIN LINK sET OUARTER SECTION LINE OF SECTION 36 T 53 R 41 FROM THE SOUTHEAST Q wI TN c"v •L81121 FENC ON°";"LLL RSI R00 IRO CAP W, THIC1 CORNER OF THE NORTHEAST ONE-OUARTER OF SECTION 36-53-41 BY CTS&M PARCEL DIMENSIONS ARE ACCORDING TO THE SURVEY MADE DRAWN FROM CITY OF MIAMI ATLAS SHEETS 23F 23K J.A. D"1", SUB. "I ". AND INFORMATION •� WO (P•B• PG. 36) 23L AND 23M DATE OF SURVEY 9/19/02 °V (BLOCK C) THIS MAP OF SURVEY IS A PART OF A LAND DESCRIPTION FOR THE Z �'OESCRIBED PARCEL. NEITHER THE MAP NOR THE ATTACHED DESCRIPTION 15 FULL AND COMPLETE 'WITHOUT THE OTHER. d RT LID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA AND MAPPER `- t'IC ED SURVEYOR AQCEDNOA OWNER'S NAME PARCEL AREA PARENT TRACT7 COMMENTS DDROTE.. TD TO F . D. 0. T. DISTRICT VI I . 504 ACRES NOT DETERMINED AOD CERTS„EFT•evROJ•5 "EN,,,D B, NOT TO SCALE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY SURVEYING AND Y-PINO PARCEL. SKETCH DATE ROAD NO. 836 MIAMI-DADE COUNTY PARCEL I ELD DWA ND. •z ONSUL-TECH FB 19 NOT TO SCALE SHEET I OF 7 PARCEL 1 A parcel of land being a portion of the land lying beneath the column supported elevated highway of SR 836 within the city of Miami, Miami -Dade County, Florida and lying in Section 36, Township 53 South, Range 41 East, being more particularly described as follows: COMMENCE at the Southeast corner of the Northeast one -quarter of said Section 36; THENCE along the half -section line of said section an assumed bearing of N 89' 54' 47" W a distance of 1,158 feet more or less, 5.00 feet south of and parallel to the City of Miami Monument line of Northeast 14 Street to the intersection with the City of Miami Monument Line of North Miami Avenue; THENCE S 000 00, 00" W a distance of 911.85 feet along said City of Miami Monument Line to the intersection of a Consul -Tech Surveying and Mapping, Incorporated survey line, said survey line being a line between a PK Nail set in the West back of curb line of North Miami Avenue and a PK Nail set in the West back of curb line of Northwest 1st Avenue as shown in Consul -Tech Surveying and Mapping, Incorporated Field Book No. 194 Page 22. THENCE S 75' 11' 30" E, a distance of 36.46 feet along said survey line to a point on the East back of sidewalk of North Miami Avenue, said point being the POINT OF BEGINNING; THENCE N 000 01' 40" E a distance of 212.95 feet; THENCE N 88' 08, 17" E a distance of 8.98 feet; THENCE S 00' 16' 43" E a distance of 133.28 feet to the beginning of a curve concave to the Northeast having a radius of 45.00 feet; THENCE Southeasterly 57.22 along said curve through a central angle of 72' 51' 38" to the beginning of a reverse curve concave to the Southwesterly having a radius of 3,841.52 feet; THENCE Easterly along said curve through a central angle of 1° 26' 53" to the beginning of a reverse curve concave to the North having a radius of 466.97 feet; THENCE Easterly 66.66 feet along said curve through a central angle of 8° 10' 45" to the beginning of a compound curve concave to the North having a radius of 602.16 feet; THENCE East 11.29 feet along said curve through a central angle of 10' 35' 23" to the beginning of a reverse curve concave to the South having a radius of 741.70 feet; THENCE East 108.71 feet along said curve through a central angle of 8° 23' 53" to the beginning of a reverse curve concave to the North having a radius of 48.03 feet; THENCE East and Northeasterly 41.91 feet along sail curve to the beginning of a non -tangent curve concave Southwesterly having a radius of 50.88 feet an, to which beginning a radial line bears N 25' 39' 18" E; THENCE Southeasterly and south 45.51 feet along said curve through a central angle of 51^ 14' 46"; THENCE S 02' 06' 10" E a distance of 110.25 feet; THENCE N 890 59' 37" W a distance of 242.57 feet; THENCE N 01' 37' 33" W a distance of 7.96 feet; THENCE N 72' 29' 58" W a distance of 257.60 feet; THENCE N 00^ 01' 40" E a distance of 72.67 feet to the POINT OF BEGINNING; according to the survey DATED 9/19/02 made by Consul -Tech Surveying and Mapping, Sc as shown on attached PARCEL SKETCH, SHEET 1 OF 7. trJ ,.0dJaid land containing 1.504 Acres. F� C)Clogether with all rights of ingress, egress, light, air and view between the grantors remaining If�toperty and any facility constructed on the above -described property. • It 1.. 4 w .I CHARLES E. OXAR SUB. AMENDED CITY OF MI AMIEr (P.B. "B", PG. 87) SET ( BLOCK 12 ) IRON ROD IRON ROD WI TH CAP WI TH CAP `LB7121 IGH 6' N66"5 �3 nw "LB712 lP 1 H' ' ° CHAIN LINK 6293•0( O O FENCE O Z ° 0 O ° 0 o O o �z ° � N COL UAN PARCEL 2 -EGEND. —1:11 O O o 'A. - $faf ion. N -Babel lna. U3 �� 0 � - Genlarllne. R. - State gpatl. i/w - Right n O _ O O of WOy. B. - Plot Book. �' 3' OIAMETEfl—\b "ST 'G. - Page. rCDLUMNS W` S T RT - Right. O CC O LT - Lett. T. - FIOr IOa Dapartmant u• 0 �• `X R SSW of orlon. f B C YTrpnapart p .C. - POlnt of Coimencemonr. B. - O V 3 ,`ES 0 /1�• O Solnt of Be0lnnlnq. .F. - quare feet. O O r' .B�- Tongsnr 8eoring. O ) - Nor-AppIlcODle. R) - Denoteb Information token from 0 O 0 O F.D.O. T. R/w Mop for Section B1'0-2151. C1 - DOrw rOa cal Calatetl Infornof ion. O ° PI - DenOtas Infprmatlon rak.n from ° ara plat.. 4p 9.4 8 ' 58M-rCansul-Tech Surveying 8 Mappinq S 2 8' S 0' 1 D "E SET o SET ° o 1 RON RODWI TH I RON ROD •LB7121P e I TH CAP O L871° 21 APPROXIMATE LOCATION OF S60oS0 0 res, LOT LINE 44'E GREYHOUND CENTER 282.32, (P.B.77. PG. 98) aRTER(SECTIIONBASED LLINEUPON OFASECTION36BEARING R 41N ROM4'47"WFOR THE THE SOUTHEAST v 2NER OF THE NORTHEAST ONE-OUARTER OF SECTION 36-53-41 PARCEL DIMENSIONS ARE ACCORDING TO THE SURVEY MADE BY CTS&M 23M RMATION DRAWN FROM CITY OF MIAMI ATLAS SHEETS 23F 23K DATE OF SURVEY 9/19/02 THIS MAP OF SURVEY IS A PART OF A LAND DESCRIPTION FOR THE DESCRIBED PARCELS. NEITHER THE MAP NOR THE ATTACHED DESCRIPTION IS FULL AND COMPLETE WITHOUT THE OTHER. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 0 LJ3 I � O CP D O 3• ERA o \ \ O COLUMNS \\\b \ \o 6' HIGH CHA IN FENCE LINK N61-32'50"W 65.38 N00°09'34" CHARLES E. 1 OXA� SUB. AMENDED (P.B. 'B", PG. 87) (BLOCK I7) SET i I RON ROD WI TH CAP •LB7121 �CEL N0. OWNER'S NAME Pfill!IUL AREAl peartir roArr C,,2 I I-.D.O.T. DISTRICT VI 11.753 ACRES ,NOT DETERMINED Cri NTS F.A. PROJECT NO. 1 tl>I UI E AV �j5836 Na9o54 AV P.O.C. S.E. CORNER, N.E.I/4 SECTION 36 \ TOWNSHIP 53 SOUTH. RANGE 41 EAST UM Q \ Q O IQ I heraDyy ar rif p -- that fhe attnchrq '.gal I—d tleber ion IS n ConFII ,nM with ,ha MI 'nf.m 1pf TeChnlcol S} tla oa aar frrtn Dy the Fl orl (,.; BOarO Of t.asl once Surtayarr: a Mopp Chapttl er ,•� F�g,-I tlq Sla ty4es. / \� on D gr T montl, Profes-lr. :al '� wcypr ontl Mapa.r NO. 6J83. Tj NSUL -TECH SURVEYING nN0 IAn4^IIIG 714I Coma.rce porkra y, Mirocror, fl:' V33025 O 10103/02. NOT VALUNLESS SIGNLIC SC.rLED. �^\Lr L l � G i P.O.B`\ SURVEY NOT TO SCALE BASE LINE 75'11'30"W FLORIDA DEPARTMENT OF TRANSPORTATION 20.0' RIGHT OF WAY SURVEYING AND MAPPING PARCEL SKETCH TATE ROAD NO. 836 MIAMI-DADE COUNTY PARCEL 2 « rp.'S TECH CONSUL -TECH FB 19 NO.2506T61620 NOT TO SCALE . 2soT�TIsIoI SHEET 2 OF 7 872. PARCELx 2 . . t A parcel rf land being a portion of the land lying beneath the column supported elevated highway of SR 836 within the city of Miami, Miami -Dade County, Florida and lying in Section 36, Township 53 South, Range 41 East, being more particularly described as follows: COMMENCE at the Southeast corner of the Northeast one -quarter of said Section 36; THENCE along the half -section line of said section an assumed bearing of N 89' 54' 47" W a distance of 1,158 feet more or less, 5.00 feet south of and parallel to the City of Miami Monument line of Northeast 14 Street to the intersection with the City of Miami Monument Line of North Miami Avenue; THENCE S 00' 00, 00" W a distance of 911.85 feet along said City of Miami Monument Line to the intersection of a Consul -Tech Surveying and Mapping, Incorporated survey line, said survey line being a line between a PK Nail set in the West back of curb line of North Miami Avenue and a PK Nail set in the West back of curb line of Northwest 1st Avenue as shown in Consul -Tech Surveying and Mapping, Incorporated Field Book No. 194 Page 22. THENCE N 75' 11' 30" W, a distance of 20.0 feet along said Survey Line to the former describe,, PK nail set in the West back of curb line of North Miami Avenue, THENCE N 61' 32' 50" W a distance of 11.43 feet to a point on the fence line along the West side of North Miami Avenue, said point being the POINT OF BEGINNING; THENCE N 00' 09' 35" W a distance of 236.84 feet; THENCE N 66' 56, 23" W a distance of 293.01 feet; THENCE S 000 00' 21" E a distance of 236.11 feet on the East back of sidewalk of Northwest Miami Court; THENCE S 280 50, 10" E a distance of 49.48 feet; THENCE S 60' 50' 44" E a distance of 282.32 feet; THENCE N 00' 09' 34" W a distance of 65.38 feet to the POINT OF BEGINNING; according to the survey dated 9/19/02 made by Consul -Tech Surveying and Mapping, Incorporated; as shown on attached PARCEL SKETCH, SHEET 2 OF 7. Said land containing 1.753 Acres. Together with all rights of ingress, egress, light, air and view between the grantors remaining property and any facility constructed on the above -described property. -NU) 13TH STREET CITY OF MI AMI F.A. PROJECT NO. w ... RON ROD N89°47'30"W 182. 82' IRONTROD Z WITH CAP WI TH CAP O w _°LB7121 aL B7121 O 96.08' i ° N65°54'29"W a 0 PARCEL 3 DOMSPOUT-�\ J O CONCRETE 0 !1 V / 3 3 O o O o ° EAs r w -WES r g EXPRESS ° o ° �p B• o ° 83 pG. ° 3' DIAMETER �G Z ° COLUMNS LJ 0 SET I RON ROD O WI TH CAP °L B 7 1 2 1 S62o LOT 9 33, /2 •F APPROXIMATE \ LOCATION OF LOT LINE LOT 10 �CHSUB. M DED SUB. OXA AMENDED (P.B. "B PG (BLOCK III O ° O ° o CONCRETE O DOWNSPOUT O O O Z 30$ • S �T 5 N00°01306"E 8 � tOT 6 N.W. 14TH STREET SET IRON ROD i Ise36 31 WI TH CAP N89o54•W °LB7121 I P.O.C. S.E. CORNER, N.E.I/4 SECTION 36 TOWNSHIP 53 SOUTH. RANGE 41 EAST Lv J LEGEND: Z STA. - Sfori on. @ Bgaellne. L.L.I E - Cenrarl Ine. U % � I m S.R. Sipie oogE. R/W Plq�r f Way. U I _ Q P.B. - Plof Booty. PMga. p O O, �- RT - - left. L,ft. � F.D.O.T. F. p. O. . - Florl qo Dep°r tmanf ° f Q Porrq"sporrgri pn. lnf of Commenceaanf. P.O.B. - Po— of Beginnlnq. C L Q C Q L $.F. - square fear. T.B. - T.__ Baorinq. O s a z - Not-ABpiI—Ie. IRI Danor e ° mmr an frgm p Se�f �on 87590M O51 °f CPC - oa�o es c rl0" r°"e" from Y°1p o,P Z I SOrS LT56M Lcn,.1 ^Be Wa° I e ner r nor r a °. Rn1 I°„° `re... P.O.B. . o.n' °. ° v)°eOInaNsS°1 q Ua°vFpeV"L: n C° t...... 9_ UEC°rN Par PT . � 3�s 2 •S� � �NF I _ •10 K, FLORIDA DEPARTMENT OF TRANSPORTATION NOTES, RIGHT OF MAY SURVEYING AND MAPPING I. BEARINGS BASED UPON AN ASSUMED BEARING OF N89°54'47"W ON THE 5Er PARCEL SKETCH QUARTER SECTION LINE OF SECTION 36 T 53 R 41 FROM THE SOUTHEAST IRON ROD CORNER OF THE NORTHEAST OUARTER OF SECTION 36-53-41 WI TH CAP STATE ROAD NO. 836 MI AM]-DADE COUNTY 2. PARCEL DIMENSIONS ARE ACCORDING TO THE SURVEY MADE BY CTS&M °L07121 N75° I I ' 30 "W °. AND INFORMATION DRAWN FROM CITY OF MIAMI ATLAS SHEETS 23F 23K 20.0 . ` 23L 23M °E"" JE4 PARCEL 3 3. DATE OF SURVEY 9/19/02 THIS MAP IS PART OF A LAND DESCRIPTION FOR THE DESCRIBED PARCELS '"•LAM9xggx c-c-ED LD NEITHER THE MAP NOR THE ATTACHED DESCRIPTION IS FULL AND COMPLETE WITHOUT THE OTHER °.>s P.n—., 'A0 °� ne.e e—N°.` PARCEL N0. OWNER'S NAME PARCEL AREA PARENT TRACT COMMENTS CONSUL TECH CONSUL -TECH FB 194C M. P.I• N0.2506761620 NOT ro SCALE 3 F.D.O.T. 381 ACRES NOT DETERMINED F.P. No.2507�713101 SHEET 3 OF 7 SECTION 8T200 PARCEL 3 A parcel of land being a portion of the land lying beneath the column supported elevated highway of SR 836 within the city of Miami, Miami -Dade County, Florida and lying in Section 36, Township 53 South, Range 41 East, being more particularly described as follows: COMMENCE at the Southeast corner of the Northeast one -quarter of said Section 36; THENCE along the half -section line of said section an assumed bearing of N 89' 54, 47" W a distance of 1,158 feet more or less, 5.00 feet south of and parallel to the City of Miami Monument line of Northeast 14 Street to the intersection with the City of Miami Monument Line of North Miami Avenue; THENCE S 000 00, 00" W a distance of 911.95 feet along said City of Miami Monument Line to the intersection of a Consul -Tech Surveying and Mapping, Incorporated survey line, said survey line being a line between a PK Nail set in the West back of curb line of North Miami Avenue and a PK Nail set in the West back of curb line of Northwest 1st Avenue as shown in Consul -Tech Surveying and Mapping, Incorporated Field Book No. 194 Page 22. THENCE N 75' 11' 30" W, a distance of 20.0 feet along said Survey Line to the former describe PK nail set in the West back of curb line of North Miami Avenue, THENCE N 61' 32' 50" W a distance of 376.40 feet to a point on the West back of sidewalk of Northwest Miami Court, said point being the POINT OF BEGINNING; THENCE N 00' 01' 06" E a distance of 202.16 feet; THENCE N 650 54' 29" W a distance of 96.08 feet; THENCE N 890 47' 30" W a distance of 182.82 feet; THENCE S 00' 05, 50" W a distance of 158.81 feet; THENCE S 620 33, 12" E a distance of 305.05 feet; THENCE N 000 01, 06" E a distance of 57.37 feet to the POINT OF BEGINNING; according to the survey dated 9/19/02 made by Consul -Tech Surveying and Mapping, Incorporated; as shown on attached PARCEL SKETCH, SHEET 3 OF 7. Said land containing 1.381 Acres. Together with all rights of ingress, egress, light, air and view between the grantors remaining property and any facility constructed on the above -described property. SET CHARLES E. OXAR CITY OF MI AMI F.A. PROJECT NO. IRON ROD SUB. AMENDED wl rH CAP LOT 13 25074T1310t =L87121 (P. B. "B", PG. 87 ) (BLOCK 5) N.W. 1 4TH STREET 30 LOT 12 6' HIGH CHAIN LINK _ 7y620 FENCE APPROXIMATE (N89°54'47 W 1 158 36 31 � �0 S9- LOCATION OF 0 39., LOT 5 O 0 0 W 2 SEGNLPOLES SET U u 0 2�.22 LOT 6 IRON WITH CROD APw I P. 0. C. O 'L07121 S.E. CORNER, N.E. 1 /4 SECTION 36 °a 0 Z I w TOWNSHIP 53 SOUTH. RANGE 41 EAST PARCEL 4 °13.93' Lu z 0 0 METAL N13056'31 "E SET W i UJ Si---ito°Ion° N SIGN POLES 0 IRON ROD off/ WI TH CAP Q Do > @ - BDs I In . q A$T_ z 1 .49' °LB7121 z _ a S. x� - SforerBaaO. \\ WES ExPR ° 306' 59 "E UJI J O I — R/N - RIght of Way. p PR V U c Q1 P.B. - Plof Book. 0 0M3' DIAMETER P' 8, E Swq Y to Q V 2 < PRT - Rloht. Z CO COLUMNS 0 8,3, P Lp, O �3 Q LT - Left. c II F. D.O. T. - Florloo Department of ow . 0 IV; f'- L O T"—portotfon. F p P.O.C. - Polnr of Commencement. CV METAL N O O Q P.O.B. - Polni of BeOlnnlnp, N SIGN POLES O O o Z p s.F. - sq°ore feat. METAL 1 8 0 . O 1 C3 o T.B. - Tonoem Beorin°. 0 Z Nq - NDY-Appl lcoDl e. SIGN POLES ° N06034 25' I o Z IRI - Denote° Info'mtI0 taken fram O O F,D.O.T. R/w Mo for secrlon eis9D-2RsI. dl 1 2 4 8 S' P.O.B. 6 4 4 6' N fu - D°n°re° °DIDw °r°° fn+Drmotlnn. S890 50' 39 "E S89°50' 39 " Z °' DenD*a'p a:�rma"°^'°"°^ :,a, SET CTSBM - CONSUL -TECH SURVEYING B MAPPING SET SET IRON ROD IRON ROD \ WITH CAP I hereb er If that the ar tad•eaa0c Im ° WITH CAP IRON R00 \ "LB7121 I ie°cnnic i°sro�°rro`a°usl se+ fo,tin nI'rh:rm' F"i or'iao LB7121 WITH GAP \ Boara of to Ch, Ionoi Surveyors ana A' D LB7121 \ \,S�R Persuanr to Chapter 47 N. We 13TH \ AFL S T R E E T "6/ CONSUL11OiE[HSURVET ING°AND MAPP 1NLyor an0 Mapper no. 6083. 31Comrerce Parkvoy, MlromOr, FL 33L')5 SO „� \ IN I I0/03/02. NOT VALID UNLESS SIGNED AND SEAL:°. ,I VF NOTES. 968 \ FLORIDA DEPARTMENT OF TRANSPORTATIOK BEARINGS BASED UPON AN ASSUMED BEARING 19B9°54.47"W FOR THE 92 \ \ I RIGHT OF WAY SURVEYING AN2 RAPPING JR NERROFETHEONORTHEAST OOF NE- OUATION RTER OF SECTIONO36-53-4OUTHEAST PARCEL SKETCH ®AIVINFORMATIONI DRAWNEFROMOCIITYGOFOMIAMISATLAS SHAEDETSBC23F 23K STATE ROAD N0. 836 M'A911•wpECOUNTY 23L 23M D..L ATE OF SURVEY 9/19/02 N75 ° 1 1 ' 30 " yy PRELIM JEY 9-19.02 PARCEL 4 MAP �A 20O' FIN.O, I'M 9.20.02 THIS OF SURVEY IS A PART OF A LAND DESCRIPTION FOR THE DESCRIBED PARCELS ITHER THE MAP NOR THE ATTACHED DESCRIPTION IS FULL AND COMPLETE WITHOUT THE OTHER. RQ& NO. I OWNER'S NAME JPARCEL AREA PARENT TRACT I COMMENTS 4 1 F.D.O.T. DISTRICT VI 10.786 ACRES NOT DETERMINEDI -d m s L. soon No.'s ECH CONSUL -TECH FB U-2506761620 1 NOT TO SCALE &' 4T'3'O' SHEET 4 OF •I94C 7 PARCEL 4 A parcel of land being a portion of the land lying beneath the column supported elevated highway of SR 836 within the city of Miami, Miami -Dade County, Florida and lying in Section 36, Township 53 South, Range 41 East, being more particularly described as follows: COMMENCE at the Southeast corner of the Northeast one -quarter of said Section 36; THENCE along the half -section line of said section an assumed bearing of N 89' 54' 47" W a distance of 1,158 feet more or less, 5.00 feet south of and parallel to the City of Miami Monument line of Northeast 14 Street to the intersection with the City of Miami Monument Line of North Miami Avenue; THENCE S 000 00, 00" W a distance of 911.85 feet along said City of Miami Monument Line to the intersection of a Consul -Tech Surveying and Mapping, Incorporated survey line, said survey line being a line between a PK Nail set in the West back of curb line of North Miami Avenue and a PK Nail set in the West back of curb line of Northwest 1st Avenue as shown in Consul -Tech Surveying and Mapping, Incorporated Field Book No. 194 Page 22. THENCE N 750 11' 30" W, a distance of 20.0 feet along said Survey Line to the former describ,-a PK nail set in the West back of curb line of North Miami Avenue, THENCE N 610 32, 50" W a distance of 968.92 feet to a point on the North back of sidewalk of Northwest 13th Street, said point being the POINT OF BEGINNING; THENCE S 890 50' 39" E a distance of 64.46 feet; THENCE N 06' 34' 25" E a distance of 18.04 feet; THENCE N 000 16, 04" E a distance of 73.65 feet; THENCE N 060 36' 59" E a distance of 21.49 feet; THENCE N 130 56, 31" E a distance of 13.93 feet; THENCE N 620 59' 39" W a distance of 222.22 feet; THENCE S 000 06' 14" E a distance of 226.83 on the East back of sidewalk of Northwest 1st Court; THENCE S 890 50' 39" E a distance of 124.88 feet to the POINT OF BEGINNING; according to the survey DATED 9/19/02 made by Consul -Tech Surveying and Mapping, Incorporated; as shown on attached PARCEL SKETCH, SHEET 4 OF 7. Said land containing 0.786 Acres. Together with all rights of ingress, egress, light, air and view between the grantors remaining property and any facility constructed on the above -described property. SET RON ROD CHARLES E. OXAR CITY OF M I AM I F.A. PROJECT NO. .1 Tit SUB. AMENDED 25074713101 LB]T21 (P. B. "B", PG-0 87 )30 60 90 1 20 150 (BLOCK 6) N.W. 1 4TH STREET DowNspou I LOT 3A 1 I � I C, �6/° SCALE lIN FEET ) J� N69°54'47"W 115836 31 Q CONCRETE 0 3/ THIS IS NOT A SURVEY I • LOT 3 I L NO DOWNSPOUT N Q. Eli 0 20. " Eli CONCRETE 6' HIGH I DOWNSPOUT CHAIN LINK 0 0 S.E. CORNER, N.E. 1 /4 SECTION 36 (n w FENCE SET _NCREiE IRON RAP (, 'j I. —I TOWNSHIP 53 SOUTH. RANGE 41 EAST 0 WI EN GP •LB]121 3' DIAMETER OP A R C E L 5 �— ILO w LEGEND. STA. -- Stoll— e _0 COLUMNS 0 r /� v / co I Z @ -Basel lne. (- cenfarllne. O , 5 87 0 Eq S T " Z J I� Ld S.R. - Sfote R°°0. R/vl - Right of Way. 00 ' W NO 0 B EST u Q PPO. - Paae Book. z (p �0 EXPRES • S , ~ �3 RT - Laaht. �/ • O 83, 0 DOWNSPOUT p�• c �' L Z 0 F.D.O. T. - Florid, Department of P.O.C. - Polntpoff Cflol-roemenf. 0 70 4CONCRETE Q a P.U.B. - Polnt of Eizlnnln0. O GL < 1 I O Ip c $.F. - ayu°ra feet. T.B. - Tandem B.arlrp. N/A - Nof-AppIICaNIe. IRI - Denatea Infarmorlon roken from DOWNSPOUT O CONCRETE O a F.crD.D.T. B1990-21R/W Mop SOr SaIon 51. SET s 0 DOWNSPOUT IOOenof.a to Z caI.W.— Intormof l or. IPI - Denorea InforOnrion roken frnn IRON ROD 610 0 6' HIGH I Decor* pl ofa. WI TH CAP 9%" CHAIN LI NK ' •L a 7121 FENCE 0 I APPROXIMATE P.O.B. I yy yy *escripi ionrl of lnfcotp le cefocIth he :he°Ml ni:vn Teahl,,.. stan*or*a a aet forth Dv ,�. FIbrI*a LOT 10 / LOCATION OF / s LPNE 51,0 S I Boaro of Prof.asi anal Surveyo or-3 ape. s. Persuont o Choprer <72.027, Fi—;do Stadr_C. CHARGES E. OXAR �6Lor ..j Noo \�R� Fy / SUB. AMENDED 00 oouT \ 6 qJ I ego, Deamon*. Professional Surve•or I'd copper No. 6087. SURVEYING AND MPPINO (P • B • "B ", PG. 87 l sse° CONCRETE ys { /\o ELF I 3141 C'TECN Pork.°y. Miramar, FL 17025 71,D (BLOCK 6) 49,3 62"S\ "/V, I /D2TEN T 10 /03 /02. NOT VAL 10 UNLESS SIGNED 41:D SCALED. LOT 7 6 0, NOTES. 98.2o IRON ROD SET FLORIDA DEPARTMENT OF TRANSPORTATION WI TH CAP RIGHT OF WAY SURVEYING AND I. BEARINGS BASED UPON AN ASSUMED BEARING OF N89°54'47"W ON THE •LB]121 HALF SECTION LINE OF SECTION 36 T 53 R 41 FROM THE SOUTHEAST PARCEL SKETCH CORNER OF THE NORTHWEST QUARTER OF SECTION 36-53-41 2. PARCEL DIMENSIONS ARE ACCORDING TO THE SURVEY MADE BY CTS&M N75° 1 1 '30"W STATE ROAD NO. 636 MIAMI•DADE COUNTY AND INFORMATION DRAWN FROM CITY OF MIAMI ATLAS SHEETS 23F 23K 20.0' B 23L 23M r DATE 3. DATE OF SURVEY 9/19/02 THIS MAP OF SURVEY IS PART OF A LAND DESCRIPTION FOR THE DESCRIBED PARCELS PRELIM JE4 9-19-02 PARCEL 5 NEITHER THE MAP NOR THE ATTACHED DESCRIPTION IS FULL AND COMPLETE WITHOUT THE OTHER. ��`4 e_=�_ PREPARED BT EIELO Baer Na. .RCEL N0. OWNER'S NAME PARCEL AREA PARENT TRACT COMMENTS CONSUL -TECH CONSUL -TECH FB •19 "­.. rio-a7-o: �.P.1. NO.2S06761620 NOT TO SCALE Ta aSHEET 5 OF 7 F.D.O.T. DISTRICT V 0.982 ACRES NOT DETERMINED !/ DARE GC/•T tiE �T9M PARCEL 5 A parcel of land being a portion of the land lying beneath the column supported elevated highway of SR 836 within the city of Miami, Miami -Dade County, Florida and lying in Section 36, Township 53 South, Range 41 East, being more particularly described as follows: COMMENCE at the Southeast corner of the Northeast one -quarter of said Section 36; THENCE along the half -section line of said section an assumed bearing of N 89' 54' 47" W a distance of 1,158 feet more or less, 5.00 feet south of and parallel to the City of Miami Monument line of Northeast 14 Street to the intersection with the City of Miami Monument Line of North Miami Avenue; THENCE S 000 00, 00" W a distance of 911.85 feet along said City of Miami Monument Line to the intersection of a Consul -Tech Surveying and Mapping, Incorporated survey line, said survey line being a line between a PK Nail set in the West back of curb line of North Miami Avenue and a PK Nail set in the West back of curb line of Northwest 1st Avenue as shown in Consul -Tech Surveying and Mapping, Incorporated Field Book No. 194 Page 22. THENCE N 75' 11' 30" W, a distance of 20.0 feet along said Survey Line to the former describe PK nail set in the West back of curb line of North Miami Avenue, THENCE N 61' 32' 50" W a distance of 1,168.67 feet to a point on the West back of sidewalk of Northwest 1st Court, said point being the POINT OF BEGINNING; THENCE N 000 17, 08" W a distance of 158.95 feet; THENCE N 61' 31' 48" W a distance of 220.11 feet; THENCE S 000 01' 51" E a distance of 224.24 feet; THENCE S 61' 47' 11" E a distance of 116.76 feet; THENCE S 68' 49' 31" E a distance of 98.20 feet; THENCE N 00' 17' 08" W a distance of 51.04 feet to the POINT OF BEGINNING; according to the survey dated 9/19/02 made by Consul -Tech Surveying and Mapping, Incorporated; as shown on attached PARCEL SKETCH, SHEET 5 OF 7. Said land containing 0.982 Acres. Together with all rights of ingress, egress, light, air and view between the grantors remaining property and any facility constructed on the above -described property. .W N W 14 TH STREE T CITY OF MI AMI I.90018'50" R-6.00' 9.29' L=9. N89052'34"W 88.51' N01°44'05"W C.B. =S44!18 *00 N R T St WA K Z SE r SET IRO ROD 1 RON ROD WI TH CAP WI TH CAP W o -L 87121-L87121 9.87' O Q o S89°11'57"W o o QQ PARCEL ' ° z IJI 0 SET CV = IRON ROD to 0 wI TN CAP (V `L87121 EAST- 0 . —' DI COLUMNS o P. PRESS °rn D, oo B.CC° Cn 8 3, C. 70 3 ° ) O O Lfl SET O O DON ROD WI rH CAP a 6' HIGH in -L87121 CHAIN LINK F F Nrr 00 F.A. PROJECT NO. N.W. 1 4TH STREET ,1-90142'17" 1158 3 6 31 L-133577• N89°54'47"W C•B-�ff048'03"E c� I Q J P.O.C. a_ � S.E. CORNER, N.E.I/4 SECTION 36 I Z TOWNSHIP 53 SOUTH. RANGE 41 EAST I— Uj Z I- LO I� Q I— Q E, 0 13 o to a Z 10 O I hereby certify that the attached legal Iona Oescrlptlon Is In conpllet the Mlnirtul Z Q _ IO Z f wi#h Technical S+onoords as set forth by he FI v, Ida Board of Professlonol Surveyors Mcpp?; Q or•d 5. Persuon to Chapter A72. 027, Fl o­::•, !,+,:tutes. P-O-B LEGEND: STA. - St=on. `S6 2° 38' 6 3. 3 4' N00°05'45"W ° Egan Desmond. Pr0fesslonol Su-vr or a.:d Mappe- Nam. 6063. S I CONSUL -TECH SURVEYING AND MAPP!NC \ UR 314I commerce Parkway, Miramar, FL 33C2' Q Basel Ine. LOT 13 / \ V� 10/03/02. NOT VALID UNLESS SIGNEC ANU SCA,EC. Y cL - Centerline. APPROX I MAT Fr�� N \ 6/° B qSF S.R. - State R. LOCATION OF LOT LINE- 2/ CONCRETE I 0 3 /9q R/W - Right of Way.9 S</ P.B. - Plot BOOK. CHARLES E. OX��2' as B/\;F I PG. - Page. - SUB. AMENDED RT - Right. P. B • "B ", PG. LI8T75) LT - Left. 0. T. - Florida Department of (BLOCK 7) SET N75°11'30"W Transportation. NOTES R. ROD W1 MCAP 20.0' O.C. - Point of Commencement. E •L87121 O.B. Point of Beginning. i• BEARINGS BASED UPON AN ASSUMED BEARING OIN89R54'47"W ON THE S.F. - square feet. HALF SECTION LINE OF SECTION 36 T 53 R 41 FROM THE SOUTHEAST T.B. - Tongent Bearing. CORNER OF THE NORTHWEST QUARTER OF SECTION 36-53-41 N/A - Not -Appl Icob le. 2. PARCEL DIMENSIONS ARE ACCORDING TO THE SURVEY MADE BY CTS&M IRI - Denotes information taken from AND INFORMATION DRAWN FROM CITY OF MIAMI ATLAS SHEETS 23F 23K F.D.O.T. R/W Maps for 23L 23M Section calcul2151. 3, DATE OF SURVEY 9/19/02 THIS MAP OF SURVEY IS A PART OF A LAND DESCRIPTION FOR CI - Denotes calculoted Information. THE DESCRIBED PARCELS. NOT VALID WITHOUT THE SIGNATURE �f 1 - Denotes Informotion token from record plats. AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. liJ `v O 1 CEL NO. OWNER'S NAME PARCEL AREA PARENT TRACT COMMENTS ADO PRDI •S AID 101E A rD -0 6 F.D.O.T. DISTRICT V[ 0.831 ACRES NOT DETERMINED ADD—(. SNEEr .: RE VIS 101 D/ FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY SURVEYING AND VAPPIHG PARCEL SKETCH STATE ROAD NO. 836 MIAMI -DADE eT DATE PRELIV JEM 9.19.02 PARCEL 6 r INAL CNECREO JEM TO 9.20.02 9-20-02 PARCD I1 CONSUL -TECH FIELD "I x0.'S CONSUL -TECH FB• 194C �.PII. NOi506T61620 NOT TO SCALE F.P. p25E014713101 SHEET 6 OF 7 4 I�r Pr R C E L 6 A parcel of land being a portion of the land lying beneath the column supported elevated highway of SR 836 within the city of Miami, Miami -Dade County, Florida and lying in Section 36, Township 53 South, Range 41 East, being more particularly described as follows: COMMENCE at the Southeast corner of the Northeast one -quarter of said Section 36; THENCE along the half -section line of said section an assumed bearing of N 89' 54' 47" W a distance of 1,158 feet more or less, 5.00 feet south of and parallel to the City of Miami Monument line of Northeast 14 Street to the intersection with the City of Miami Monument Line of North Miami Avenue; THENCE S 000 00, 00" W a distance of 911.85 feet along said City of Miami Monument Line to the intersection of a Consul -Tech Surveying and Mapping, Incorporated survey line, said survey line being a line between a PK Nail set in the West back of curb line of North Miami Avenue and a PK Nail set in the West back of curb line of Northwest 1st Avenue as shown in Consul -Tech Surveying and Mapping, Incorporated Field Book No. 194 Page 22. THENCE N 75' 11' 30" W, a distance of 20.0 feet along said Survey Line to the former describ e PK nail set in the West back of curb line of North Miami Avenue, THENCE N 610 32' 50" W a distance of 1,447.85 feet to a' point on the West back of sidewalk of Northwest 1st Place, said point being the POINT OF BEGINNING; THENCE N 000 05' 45" W a distance of 95.38 feet to the beginning of a curve concave to the Southwest having a radius of 84.50 feet; thence Northwesterly 133.77 feet along said curve through a central angle of 90' 42, 17"; THENCE S 890 11' 57" W a distance of 9.87 feet; THENCE N 010 44' 05" W a distance of 9.29 feet; THENCE N 89' 52, 34" W 88.51 feet to the beginning of a curve concave to the Southeast having a radius of 6.00 feet; thence 9.46 feet along said curve through a central angle of 900 18' 50"; THENCE S 000 11' 25" E a distance of 148.00 feet; THENCE S 62' 38' 19" E a distance of 214.08 feet; THENCE N 000 05' 45" W a distance of 63.34 feet to the POINT OF BEGINNING; according to the survey dated 9/19/02 made by Consul -Tech Surveying and Mapping, Incorporated; as shown on attached PARCEL SKETCH, SHEET 6 OF 7. Said land containing 0.831 Acres. Together with all rights of ingress, egress, light, air and view between the grantors remaining property and any facility constructed on the above -described property. 0 U 14.00' 21.93' B.•N45°13'50; 9ET IRON ROD 24. 50' WITH CAP °21'00"W 1_87121 N CONCRETE COLUMN 0.49' °05'34"E sET ?> IRON ROD WI TH CAP °LB7121 z APPROXIMATE E CITY OF MIAMI N.W. 1 4TH STREET N89°53'20"W 147.29' CONCRETE SIDEWALK _. A R G E L SET IRON ROD 7 WITH CAP LB7121 CONCRETE COLUMN r' wE • B 3� EXPRESS PC• 70 LOCATION OF S6/o LEGEND: LOT LINE S6. TA. - Stotion. 6 •F (L Baseline fL . PARRY'S D0 / - Center I,,IVISI86 . R. - State Road. ( B — 1 6 3 ) CHA 6 L INK • 99 R/W - Right of Way. B. - Plot Book. FENCE PG. - Page. 3 E— - �Q E En c CONCRETE COLUMN 3 05 LO co _ wo 0 0 Z F.A. PROJECT NO. ---- 36 31 'N89a54'47"IN 115 1R89°49'5" -R•10.00'' 5.68 C 1 P.O.C. �•544°58'i8"E S.E. CORNER, N.E.I/4 SECTION 36 ::D TOWNSHIP 53 SOUTH. RANGE 41 EAST z LLJ I Co > I- a � I° w Z ?�O Q [ hereby certify that the attached leccl load description Is In comp [once wlti- the Mlrlrun 9, to Technical Standards as set forth by tha Fl;,rido -P.O.B. 10 Q Board of Professional Surveyors and I,iappers, Persua t to Chapter 472.027, Flarld., Statutes. S _ 0 � o / ? i SF Tegan Desmond. Professional urveyor and Mai �r !c. 6093. 0 i, TECH 3045UComnerceUPoEKway,AMDromarl"IFL ��,_ 330?5 z � 10/03/02. NOT VALID UNLESS SIGNED ANO SS,LED. CV N75°II'30"W 20.0' RT - Right. I __� I o LT - Left. I BLOCK ).T. - Florida Department of SET Transportation. IRON ROD ).C. - Point of Commencement. WITH CAP NOTES. °LB1121 ).B. - Point of Beginning. i.F. - square feet. THE SE BEARING1FROM 9T ISOU I. B. - Tangent Bearing. EARIGS 1.HALFBSECTNON BINEDOFPOSECTNONS36MTD5E SOUTHEAST N/A - Not -Applicable. W CORNER OF THE NORTHWEST QUARTER OF SECTION 36- 3- 1 (R) - Denotes information token from F.D.O.T. R/W Maps for U 2 PARCEL DIMENSIONS ARE ACCORDING TO THE SURVEY MADE BY CTS&M Section 87590-2151. ^ AND INFORMATION DRAWN FROM CITY OF MIAMI ATLAS SHEETS 23F 23K AND23L INFORMATION (C) - Denotes calculated Information. 0 (P) - Denotes Inf or motion taken firom record plats. l­ 3, DATE OF SURVEY 9/19/02 0 Z Ctb NO. OWNER'S NAME PARCEL AREA PARENT TRACT I COMMENTS °DRRDR•S.xD 7 F.D.O.T. DISTRICT VI 1 15017 S.F. NOT DETERMINEDDD DER*ESREE E V1510x FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY SURVEYING AND YAPPING PARCEL SKETCH STATE ROAD NO. 836 MIAMI•DADE PARCEL 7 RREY.RED Di FIELD DDDF ..'S CONSUL -TECH CONSUL -TECH FB• 19 W.P.I. NO.2506T61620 NOT TO SCALE F. P.zNO._2507471 101 SHEET 7 OF 7 PARCEL 7 A parcel of land being a portion of the land lying beneath the column supported elevated highway of SR 836 within the city of Miami, Miami -Dade County, Florida and lying in Section 36, Township 53 South, Range 41 East, being more particularly described as follows: COMMENCE at the Southeast corner of the Northeast one -quarter of said Section 36; THENCE along the half -section line of said section an assumed bearing of N 890 54' 47" W a distance of 1,158 feet more or less, 5.00 feet south of and parallel to the City of Miami Monument line of Northeast 14 Street to the intersection with the City of Miami Monument Line of North Miami Avenue; THENCE S 000 00' 00" W feet along said City of Miami Monument Line to the intersection of a Consul -Tech Surveying and Mapping, Incorporated, survey line, said survey line being a line between a PK Nail set in the West back of curb line of North Miami Avenue and a PK Nail set in the West back of curb line of Northwest 1st Avenue as shown in Consul -Tech Surveying and Mapping, Incorporated Field Book No. 194 Page 22. THENCE N 750 11, 30" W, a distance of 20.0' feet along said survey line to the former described PK nail set in the West back of curb line of North Miami Avenue, THENCE N 610 32' 50" W a distance of 1,704.23 feet to a point on the West back of sidewalk of Northwest 2nd Avenue, said point being the POINT OF BEGINNING; THENCE N 00' 04' 16" W a distance of 56.77 feet to the beginning of a curve concave to the Southwest having a radius of 10.00 feet; THENCE Northwesterly 15.68 feet along said curve through a central angle of 89' 49' 05"; THENCE N 89' 53' 20" W a distance of 147.29 feet to the beginning of a curve concave to the Southeast having a radius of 14.00 feet; THENCE Southwesterly along said curve through a central angle of 8900 45' 38"; THENCE S 000 21, 00" W a distance of 24.50 feet; THENCE S 420 05' 34" E a distance of 10.49 feet; THENCE S 610 56' 16" E a distance of 186.49; THENCE N 000 04, 16" W a distance of 66.89 feet to the POINT OF BEGINNING; according to the survey dated 9/19/02 made by Consul -Tech Surveying and Mapping, Incorporated; as shown on attached PARCEL SKETCH, SHEET 7 OF 7. Said land containing 15,017 Square Feet. Together with all rights of ingress, egress, light, air and view between the grantors remaining property and any facility constructed on the above -described property. Tegan Desmond - 09/19/02 Consul -Tech Surveying and Mapping, Inc. SEOPW/CRA 02- 164 SEOPW/CRA 02- 164 i s 1 Y y DAM a t y SEOPW/CRA 02- 164