1.PHASE_2_POLK_BUILDING_Architectural.pdf

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Attached to
Phase 2 Polk Building Renovations
Solicitation number
PSUT-26-06
Issued by
Broward County, Florida

About this file

This document is an architectural drawing package and supporting exhibit for Phase 2 of the Polk Building Renovation project being undertaken by the City of Pembroke Pines, Florida. The project involves turnkey construction services at the Polk Building located at 8200 South Palm Palm Drive, Pembroke Pines, FL 33025, situated on a 4.00-acre parcel within Pembroke Pines Health Park. The Phase 2 scope of work includes installation of partition framing throughout the building, electrical rough-in work, HVAC ductwork installation, and plumbing rough work above the slab. The project team consists of Saltz Michelson Architects as the architect, Johnson Structural Group, Inc. as the structural engineer, Holland Engineering Inc. as the MEP engineer, Kamm Consulting as the civil engineer, Andres Montero Landscape Architecture as the landscape architect, and Calvin Giordano & Associates as the surveyor. The construction documents are dated at 100% completion as of March 24, 2025, with permit status dated December 19, 2024. The project is part of a multi-phase renovation program, with Phase 1 having completed demolition, structural improvements, exterior impact doors and windows, exterior stucco and paint finishes, and sanitary sewer and domestic water rough work.

Phase 2 follows Phase 1 completion and precedes Phase 3, which will involve complete installation of electrical, HVAC, and plumbing systems, drywall completion, interior door and frame installation, room finishes, and site work including water and sewer connections, paving, grading, drainage, landscaping, and irrigation. The drawing package includes site plans, life safety plans, overall and enlarged floor plans, reflected ceiling plans, interior elevations, partition types and details, door and window schedules, finish schedules, structural notes, civil plans covering paving, grading, drainage, and utility work, electrical lighting and power plans with photometrics and panel schedules, plumbing sanitary and water plans with isometrics, and fire sprinkler performance specifications. A critical note specifies that any roofing work must be coordinated with the owner's representative and completed by the same company that installed the existing roof approximately four years ago to maintain the roofing warranty. The project includes coordination of multiple design disciplines and comprehensive technical documentation prepared in accordance with Florida standards and requirements.

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LOCATION MAPINDEX OF DRAWINGS LEGAL DESCRIPTION:

PROJECT TEAM

PHASE DESCRIPTIONS

CITY COMMISION

PEMBROKE PINES HEALTH PARK-PARCEL 3

3501 Griffin Road

(954) 266-2700 Fx: (954) 266-2701 Ft. Lauderdale, FL 33312 sma@saltzmichelson.com

AR-0009976

SD

REVISIONS

Date:

Checked By:

Drawn By:

Project No.:

MR

2022-133

Sheff L. Devier III AR0007699

ST

ATE OF FLOR IDA

SH

EF

F L . DEV IER I I I

R

EG

I ST ERED ARCH I T

EC

TAR0007699

07/10/2026

T1

SCOPE OF WORK

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COUNTY LOCATION MAP

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COUNTY

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BROWARD

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ADDRESS: 8200 SOUTH PALM DRIVE PEMBROKE PINES, FL 33025

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ARCHITECTURAL

AutoCAD SHX Text SP1.0 SITE PLAN SITE PLAN LS1 LIFE SAFETY PLAN LIFE SAFETY PLAN A1.0 OVERALL FLOOR PLAN OVERALL FLOOR PLAN A1.1 ENLARGED FLOOR PLAN AREA 'A' ENLARGED FLOOR PLAN AREA 'A' A1.2 ENLARGED FLOOR PLAN AREA 'B' ENLARGED FLOOR PLAN AREA 'B' A1.3 ENLARGED FLOOR PLAN AREA 'C' ENLARGED FLOOR PLAN AREA 'C' A1.4 REFLECTED CEILING PLAN REFLECTED CEILING PLAN A1.5 REFLECTED CEILING PLAN AREA 'A' REFLECTED CEILING PLAN AREA 'A' A1.6 REFLECTED CEILING PLAN AREA 'B' REFLECTED CEILING PLAN AREA 'B' A1.7 REFLECTED CEILING PLAN AREA 'C' REFLECTED CEILING PLAN AREA 'C' A2.1 CANOPY DETAIL A3.0 INTERIOR ELEVATIONS INTERIOR ELEVATIONS A3.1 ENLARGED RESTROOMS, INTERIOR ELEVATIONS A3.2 ENLARGED RESTROOMS, INTERIOR ELEVATIONS A7.0 PARTITION TYPES & DETAILS PARTITION TYPES & DETAILS A8.0 DOOR SCHEDULE DOOR SCHEDULE A8.1 FINISH & WINDOW SCHEDULE FINISH & WINDOW SCHEDULE A8.5 CASEWORK, ROOF & MISCELLANEOUS DETAILS

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T1 COVER SHEET COVER SHEET CALVIN GIORDANO & ASSOC. SURVEY-4 SHEETS

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BUILDING LOCATION MAP

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SALTZ MICHELSON ARCHITECTS

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3501 GRIFFIN ROAD FT. LAUDERDALE, FLORIDA, 33312 TELEPHONE: (954) 266-2700

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LANDSCAPE ARCHITECT:

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ARCHITECT:

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STRUCTURE:

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JOHNSON STRUCTURAL GROUP, INC.

AutoCAD SHX Text 160 WEST CAMINO REAL SUITE 1000 BOCA RATON, FLORIDA 33432 TELEPHONE: (954) 982-8999

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ANDRES MONTERO LANDSCAPE ARCHITECTURE

AutoCAD SHX Text 2208 NE 26th STREET UNIT 1 FORT LAUDERDALE, FL 33305 TELEPHONE: (954)

AutoCAD SHX Text 8200 SOUTH PALM DRIVE PEMBROKE PINES, FL 33025 100% CONSTRUCTION DOCUMENTS SUBMITTAL

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POLK BUILDING RENOVATION CITY OF PEMBROKE PINES PHASE 2

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PINES BOULEVARD

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PALM AVE

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POLK BUILDING

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LANDSCAPE

AutoCAD SHX Text L-01 PROPERTY SURVEY, TREE DISPOSITION PLAN PROPERTY SURVEY, TREE DISPOSITION PLAN L-02 LANDSCAPE PLAN L-03 LANDSCAPE PLAN TABLES, DETAILS & GENERAL NOTES L-04 IRRIGATION PLAN L-05 IRRIGATION DETAILS AND GENERAL NOTES

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ELECTRICAL

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MECHANICAL

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HOLLAND ENGINEERING INC.

AutoCAD SHX Text 301 SW 7th STREET FT. LAUDERDALE, FLORIDA, 33315 TELEPHONE: (954) 367-0371

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CIVIL:

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KAMM CONSULTING

AutoCAD SHX Text 1407 W. NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 TELEPHONE: (954) 949-2200

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MEP ENGINEER:

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PEMBROKE ROAD

AutoCAD SHX Text FRANK C. ORTIS, MAYOR THOMAS GOOD JR., COMMISSIONER JAY D. SCHWARTZ, COMMISSIONER ANGELO CASTILLO, COMMISSIONER IRIS A. SIPLE, VICE MAYOR CHARLES F. DODGE, CITY MANAGER

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STRUCTURAL (SEE PHASE 1 DRAWINGS)

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PLUMBING

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FIRE SPRINKLERS

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CIVIL

AutoCAD SHX Text M0.1 MECHANICAL NOTES, LEGEND & INDEX M2.1A MECHANICAL PLAN SOUTH M2.1B MECHANICAL PLAN MIDDLE M2.1C MECHANICAL PLAN EAST M6.1 MECHANICAL SCHEDULES M6.2 MECHANICAL SCHEDULES M7.1 MECHANICAL DETAILS

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UNIVERSITY DRIVE

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SEN. HOWARD C. FORMAN DRIVE

AutoCAD SHX Text A PARCEL OF LAND BEING A PORTION OF PARCEL A, PARCEL OF LAND BEING A PORTION OF PARCEL A, PARCEL OF LAND BEING A PORTION OF PARCEL A, OF LAND BEING A PORTION OF PARCEL A, OF LAND BEING A PORTION OF PARCEL A, LAND BEING A PORTION OF PARCEL A, LAND BEING A PORTION OF PARCEL A, BEING A PORTION OF PARCEL A, BEING A PORTION OF PARCEL A, A PORTION OF PARCEL A, A PORTION OF PARCEL A, PORTION OF PARCEL A, PORTION OF PARCEL A, OF PARCEL A, OF PARCEL A, PARCEL A, PARCEL A, A, A, PEMBROKE PINES HEALTH PARK, AS RECORDED IN PLAT PINES HEALTH PARK, AS RECORDED IN PLAT PINES HEALTH PARK, AS RECORDED IN PLAT HEALTH PARK, AS RECORDED IN PLAT HEALTH PARK, AS RECORDED IN PLAT PARK, AS RECORDED IN PLAT PARK, AS RECORDED IN PLAT AS RECORDED IN PLAT AS RECORDED IN PLAT RECORDED IN PLAT RECORDED IN PLAT IN PLAT IN PLAT PLAT PLAT BOOK 174, PAGES 179-184 OF THE PUBLIC RECORDS OF 174, PAGES 179-184 OF THE PUBLIC RECORDS OF 174, PAGES 179-184 OF THE PUBLIC RECORDS OF PAGES 179-184 OF THE PUBLIC RECORDS OF PAGES 179-184 OF THE PUBLIC RECORDS OF 179-184 OF THE PUBLIC RECORDS OF 179-184 OF THE PUBLIC RECORDS OF OF THE PUBLIC RECORDS OF OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF PUBLIC RECORDS OF PUBLIC RECORDS OF RECORDS OF RECORDS OF OF OF BROWARD COUNTY, FLORIDA, SAID PARCEL BEING MORE COUNTY, FLORIDA, SAID PARCEL BEING MORE COUNTY, FLORIDA, SAID PARCEL BEING MORE FLORIDA, SAID PARCEL BEING MORE FLORIDA, SAID PARCEL BEING MORE SAID PARCEL BEING MORE SAID PARCEL BEING MORE PARCEL BEING MORE PARCEL BEING MORE BEING MORE BEING MORE MORE MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID PARCEL AT THE SOUTHWEST CORNER OF SAID PARCEL AT THE SOUTHWEST CORNER OF SAID PARCEL THE SOUTHWEST CORNER OF SAID PARCEL THE SOUTHWEST CORNER OF SAID PARCEL SOUTHWEST CORNER OF SAID PARCEL SOUTHWEST CORNER OF SAID PARCEL CORNER OF SAID PARCEL CORNER OF SAID PARCEL OF SAID PARCEL OF SAID PARCEL SAID PARCEL SAID PARCEL PARCEL PARCEL A; THENCE ON A PLAT BEARING OF N87°48'14”E ALONG THE ON A PLAT BEARING OF N87°48'14”E ALONG THE ON A PLAT BEARING OF N87°48'14”E ALONG THE A PLAT BEARING OF N87°48'14”E ALONG THE A PLAT BEARING OF N87°48'14”E ALONG THE PLAT BEARING OF N87°48'14”E ALONG THE PLAT BEARING OF N87°48'14”E ALONG THE BEARING OF N87°48'14”E ALONG THE BEARING OF N87°48'14”E ALONG THE OF N87°48'14”E ALONG THE OF N87°48'14”E ALONG THE N87°48'14”E ALONG THE N87°48'14”E ALONG THE E ALONG THE ALONG THE ALONG THE THE THE SOUTH LINE OF SAID PARCEL A, A DISTANCE OF 76.22 LINE OF SAID PARCEL A, A DISTANCE OF 76.22 LINE OF SAID PARCEL A, A DISTANCE OF 76.22 OF SAID PARCEL A, A DISTANCE OF 76.22 OF SAID PARCEL A, A DISTANCE OF 76.22 SAID PARCEL A, A DISTANCE OF 76.22 SAID PARCEL A, A DISTANCE OF 76.22 PARCEL A, A DISTANCE OF 76.22 PARCEL A, A DISTANCE OF 76.22 A, A DISTANCE OF 76.22 A, A DISTANCE OF 76.22 A DISTANCE OF 76.22 A DISTANCE OF 76.22 DISTANCE OF 76.22 DISTANCE OF 76.22 OF 76.22 OF 76.22 76.22 76.22 FEET; THENCE N01°52'57"W A DISTANCE OF 254.00 FEET; THENCE N88°00'30”E A DISTANCE OF 359.95 FEET TO A N88°00'30”E A DISTANCE OF 359.95 FEET TO A N88°00'30”E A DISTANCE OF 359.95 FEET TO A E A DISTANCE OF 359.95 FEET TO A A DISTANCE OF 359.95 FEET TO A A DISTANCE OF 359.95 FEET TO A DISTANCE OF 359.95 FEET TO A DISTANCE OF 359.95 FEET TO A OF 359.95 FEET TO A OF 359.95 FEET TO A 359.95 FEET TO A 359.95 FEET TO A FEET TO A FEET TO A TO A TO A A A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO OF CURVATURE OF A TANGENT CURVE CONCAVE TO OF CURVATURE OF A TANGENT CURVE CONCAVE TO CURVATURE OF A TANGENT CURVE CONCAVE TO CURVATURE OF A TANGENT CURVE CONCAVE TO OF A TANGENT CURVE CONCAVE TO OF A TANGENT CURVE CONCAVE TO A TANGENT CURVE CONCAVE TO A TANGENT CURVE CONCAVE TO TANGENT CURVE CONCAVE TO TANGENT CURVE CONCAVE TO CURVE CONCAVE TO CURVE CONCAVE TO CONCAVE TO CONCAVE TO TO TO THE NORTHWEST; THENCE EASTERLY, NORTHEASTERLY AND NORTHERLY EASTERLY, NORTHEASTERLY AND NORTHERLY EASTERLY, NORTHEASTERLY AND NORTHERLY NORTHEASTERLY AND NORTHERLY NORTHEASTERLY AND NORTHERLY AND NORTHERLY AND NORTHERLY NORTHERLY NORTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A THE ARC OF SAID CURVE TO THE LEFT, HAVING A THE ARC OF SAID CURVE TO THE LEFT, HAVING A ARC OF SAID CURVE TO THE LEFT, HAVING A ARC OF SAID CURVE TO THE LEFT, HAVING A OF SAID CURVE TO THE LEFT, HAVING A OF SAID CURVE TO THE LEFT, HAVING A SAID CURVE TO THE LEFT, HAVING A SAID CURVE TO THE LEFT, HAVING A CURVE TO THE LEFT, HAVING A CURVE TO THE LEFT, HAVING A TO THE LEFT, HAVING A TO THE LEFT, HAVING A THE LEFT, HAVING A THE LEFT, HAVING A LEFT, HAVING A LEFT, HAVING A HAVING A HAVING A A A CENTRAL ANGLE OF 92°19'39” AND A RADIUS OF 56.00 ANGLE OF 92°19'39” AND A RADIUS OF 56.00 ANGLE OF 92°19'39” AND A RADIUS OF 56.00 OF 92°19'39” AND A RADIUS OF 56.00 OF 92°19'39” AND A RADIUS OF 56.00 92°19'39” AND A RADIUS OF 56.00 92°19'39” AND A RADIUS OF 56.00 AND A RADIUS OF 56.00 AND A RADIUS OF 56.00 A RADIUS OF 56.00 A RADIUS OF 56.00 RADIUS OF 56.00 RADIUS OF 56.00 OF 56.00 OF 56.00 56.00 56.00 FEET FOR AN ARC DISTANCE OF 90.24 FEET TO A POINT FOR AN ARC DISTANCE OF 90.24 FEET TO A POINT FOR AN ARC DISTANCE OF 90.24 FEET TO A POINT AN ARC DISTANCE OF 90.24 FEET TO A POINT AN ARC DISTANCE OF 90.24 FEET TO A POINT ARC DISTANCE OF 90.24 FEET TO A POINT ARC DISTANCE OF 90.24 FEET TO A POINT DISTANCE OF 90.24 FEET TO A POINT DISTANCE OF 90.24 FEET TO A POINT OF 90.24 FEET TO A POINT OF 90.24 FEET TO A POINT 90.24 FEET TO A POINT 90.24 FEET TO A POINT FEET TO A POINT FEET TO A POINT TO A POINT TO A POINT A POINT A POINT POINT POINT ON A NON-TANGENT LINE; THENCE N87°43'39”E A DISTANCE OF 17.56 FEET; E A DISTANCE OF 17.56 FEET; THENCE N01°43'30”W A DISTANCE OF 18.08 FEET; W A DISTANCE OF 18.08 FEET; THENCE N88°05'06”E A DISTANCE OF 571.40 FEET; E A DISTANCE OF 571.40 FEET; THENCE N01°54'54”W A DISTANCE OF 105.31 FEET TO THE N01°54'54”W A DISTANCE OF 105.31 FEET TO THE N01°54'54”W A DISTANCE OF 105.31 FEET TO THE W A DISTANCE OF 105.31 FEET TO THE A DISTANCE OF 105.31 FEET TO THE A DISTANCE OF 105.31 FEET TO THE DISTANCE OF 105.31 FEET TO THE DISTANCE OF 105.31 FEET TO THE OF 105.31 FEET TO THE OF 105.31 FEET TO THE 105.31 FEET TO THE 105.31 FEET TO THE FEET TO THE FEET TO THE TO THE TO THE THE THE POINT OF BEGINNING; THENCE CONTINUE N01°54'54”W A DISTANCE OF 565.79 CONTINUE N01°54'54”W A DISTANCE OF 565.79 CONTINUE N01°54'54”W A DISTANCE OF 565.79 N01°54'54”W A DISTANCE OF 565.79 N01°54'54”W A DISTANCE OF 565.79 W A DISTANCE OF 565.79 A DISTANCE OF 565.79 A DISTANCE OF 565.79 DISTANCE OF 565.79 DISTANCE OF 565.79 OF 565.79 OF 565.79 565.79 565.79 FEET; THENCE N88°52'44”E A DISTANCE OF 86.29 FEET; E A DISTANCE OF 86.29 FEET; THENCE N87°55'50”E A DISTANCE OF 222.02 FEET; E A DISTANCE OF 222.02 FEET; THENCE S01°54'54”E A DISTANCE OF 565.19 FEET; E A DISTANCE OF 565.19 FEET; THENCE S88°05'06”W A DISTANCE OF 308.30 FEET TO THE S88°05'06”W A DISTANCE OF 308.30 FEET TO THE S88°05'06”W A DISTANCE OF 308.30 FEET TO THE W A DISTANCE OF 308.30 FEET TO THE A DISTANCE OF 308.30 FEET TO THE A DISTANCE OF 308.30 FEET TO THE DISTANCE OF 308.30 FEET TO THE DISTANCE OF 308.30 FEET TO THE OF 308.30 FEET TO THE OF 308.30 FEET TO THE 308.30 FEET TO THE 308.30 FEET TO THE FEET TO THE FEET TO THE TO THE TO THE THE THE POINT OF BEGINNING; SAID PARCEL OF LAND SITUATE IN THE CITY OF PEMBROKE PINES, BROWARD COUNTY, FLORIDA, CONTAINING 4.00 ACRES MORE OR LESS.

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POLK BUILDING RENOVATION

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CITY OF PEMBROKE PINES

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8200 SOUTH PALM DRIVE

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PEMBROKE PINES, FLORIDA, 33025

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PHASE 2

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PHASE 2

AutoCAD SHX Text C-0 CIVIL COVER C-1 PAVING, GRADING & DRAINAGE PLAN C-2 WATER AND SEWER PLAN C-3 PAVEMENT MARKING & SIGNAGE PLAN C-4 STORMWATER POLLUTION PREVENTION PLAN C-5 CIVIL DETAILS C-6 CIVIL AND UTILITY DETAILS C-7 UTILITY DETAILS C-8 SECTIONS C-9 SOUTH BROWARD DRAINAGE DISTRICT STANDARD DETAILS

AutoCAD SHX Text E0.1 ELECTRICAL NOTES, LEGEND AND INDEX E0.2 LIGHT FIXTURE SCHEDULE E1.1 SITE PHOTOMETRICS PLAN E1.2 SITE POWER PLAN E2.1 ELECTRICAL LIGHTING PLAN E3.1A ELECTRICAL POWER PLAN SOUTH E3.1B ELECTRICAL POWER PLAN MIDDLE E3.1C ELECTRICAL POWER PLAN EAST E4.1 ELECTRICAL ROOM PARTIAL PLAN E5.1 ELECTRICAL RISER DIAGRAM, GENERAL SPECS AND NOTES E6.1 ELECTRICAL PANEL SCHEDULES E7.1 ELECTRICAL DETAILS

AutoCAD SHX Text P0.1 PLUMBING NOTES, LEGENDS, AND DETAILS P2.1 SANITARY PLAN P3.1 DOMESTIC WATER PLAN P5.1 SANITARY AND STORM ISOMETRICS P6.1 DOMESTIC WATER AND AIR ISOMETRICS

AutoCAD SHX Text FS0.1 FIRE SPRINKLER PERFORMANCE SPEC NOTES, LEGEND AND INDEX FS1.1 FIRE SPRINKLER PERFORMANCE SITE PLAN FS2.1 FIRE SPRINKLER PERFORMANCE GROUND FLOOR PLAN

AutoCAD SHX Text PHASE 1 INSTALL SANITARY SEWER LINES THROUGHOUT THE BUILDING FOR CONNECTION IN PHASE 3. REPAIR CONCRETE SLABS RESULTING FROM SANITARY SEWER INSTALLATION AND AS SHOWN ON THE STRUCTURAL DRAWINGS. MAKE OTHER STRUCTURAL REPAIRS SHOWN ON THE STRUCTURAL DRAWINGS. BLOCKING UP EXISTING WINDOW OPENINGS SCHEDULED TO BE CLOSED. INSTALL ALL EXTERIOR WINDOWS AND EXTERIOR DOORS. INSTALL NEW EXTERIOR STUCCO AND PAINT THE BUILDING EXTERIOR.

AutoCAD SHX Text PHASE 2 INSTALL PARTITION FRAMING THROUGHOUT THE BUILDING. INSTALL THE ELECTRICAL ROUGH THROUGHOUT THE BUILDING. INSTALL THE HVAC ROUGH DUCTWORK. INSTALL PLUMBING ABOVE SLAB ROUGH.

AutoCAD SHX Text COMPLETE INSTALLATION OF ELECTRICAL, HVAC AND PLUMBING INCLUDING EQUIPMENT. COMPLETE THE DRYWALL INSTALLATION. INSTALL THE INTERIOR DOORS AND FRAMES. INSTALL ROOM FINISHES THROUGHOUT THE BUILDING. COMPLETE SITE WORK INCLUDING WATER AND SEWER CONNECTIONS, PAVING, GRADING, DRAINAGE, LANDSCAPING AND IRRIGATION.

AutoCAD SHX Text INTERIOR COMPLETION OF EXISTING 1-STORY BUILDING INCLUDING NEW SITE WORK LANDSCAPE AND IRRIGATION.

AutoCAD SHX Text ANY WORK AFFECTING THE ROOFING, SUCH AS INSTALLING NEW PLUMBING VENTS, SHALL BE COMPLETED BY THE SAME COMPANY THAT INSTALLED THE ROOFING ABOUT 4 YEARS AGO IN ORDER TO MAINTAIN THE EXISTING ROOFING WARRANTY. COORDINATE ANY ROOFING WORK WITH THE OWNER'S REPRESENTATIVE. PHASE 1 WORK INCLUDED THE FOLLOWING: 1. DEMOLITION WORK DEMOLITION WORK 2. STRUCTURAL IMPROVEMENTS AND REPAIRS, EXCEPT ANY STRUCTURAL IMPROVEMENTS AND REPAIRS, EXCEPT ANY STRUCTURAL IMPROVEMENT NOTED IN THE PHASE 2 SET OF DRAWINGS. 3. ALL EXTERIOR IMPACT DOORS AND WINDOWS. ALL EXTERIOR IMPACT DOORS AND WINDOWS. 4. EXTERIOR STUCCO AND PAINT FINISHES. EXTERIOR STUCCO AND PAINT FINISHES. 5. SANITARY SEWER AND DOMESTIC WATER ROUGH. NO CONNECTIONS SANITARY SEWER AND DOMESTIC WATER ROUGH. NO CONNECTIONS TO CITY MAINS. 6. INTERIOR CONCRETE SLAB RESTORATION, EXCEPT WERE REQUIRED INTERIOR CONCRETE SLAB RESTORATION, EXCEPT WERE REQUIRED FOR THE PHASE 2 WORK.

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PERMIT

AutoCAD SHX Text 12/19/24

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PHASE 2

AutoCAD SHX Text 03/24/25

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NOTE: SEE PHASE 1 DRAWINGS FOR EXTERIOR ELEVATION.

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AutoCAD SHX Text S1.0 STRUCTURAL NOTES AND SCHEDULES STRUCTURAL NOTES AND SCHEDULES S2.0 PARTIAL DEMOLITION PLAN MIDDLE PARTIAL DEMOLITION PLAN MIDDLE S2.1 PARTIAL DEMOLITION PLAN SOUTH PARTIAL DEMOLITION PLAN SOUTH S2.2 PARTIAL DEMOLITION PLAN EAST PARTIAL DEMOLITION PLAN EAST S4.0 STRUCTURAL DETAILSSTRUCTURAL DETAILS

#8331

1 STORY C.B.S.

FL. EL.=7.57'

1 STORY C.B.S.

FL. EL.=7.62'

PARCEL A

PEMBROKE PINES HEALTH PARK

P.B. 174, PGS. 179-184, B.C.R.

PARCEL A

PEMBROKE PINES HEALTH PARK

P.B. 174, PGS. 179-184, B.C.R.

TRACT A

CINNAMON PLACE I

P.B. 121, PG. 26, B.C.R.

PEMBROKE ROAD

PARCEL 1: 14.81 ACRES

PARCEL 2: 8.81 ACRES

LEASE PARCEL LAYOUT

PEMBROKE PINES HEALTH PARK

CITY OF PEMBROKE PINES, FLORIDA

BOUNDARY & TOPOGRAPHIC SURVEY

PORTION OF PARCEL A

PEMBROKE PINES HEALTH PARK

P.B. 174, PGS. 179-184, B.C.R.

CERTIFICATION

REPORT OF BOUNDARY & TOPOGRAPHIC SURVEY

SEAL

U N

IV

ER

SI

TY

D R

IV

E

PEMBROKE ROAD

SHEET 1

SHEET 2

SHEET 4

SHEET 3

KEY MAP \ LOCATION SKETCH

LEGEND:

SYMBOL LEGEND

NOTE: SEE SHEET 4 FOR LEGAL DESCRIPTIONS

1800 Eller Drive, Suite 600, Fort Lauderdale, Florida 33316 Phone: 954.921.7781 — Fax: 954.921.8807

Calvin, Giordano & Associates, Inc.

E X C E P T I O N A L S O L U T I O N S

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UNK. 6" METAL PIPE

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CONCRETE SIDEWALK

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EDGE OF PAVEMENT

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TOE OF SLOPE

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TOE OF SLOPE

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TOE OF SLOPE

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TOE OF SLOPE

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TOP OF BERM

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TOP OF BERM

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TOE OF SLOPE

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TOE OF SLOPE

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TOE OF SLOPE

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TOE OF SLOPE

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TOP OF BANK

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TOP OF BANK

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TOP OF BANK

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6' CBS WALL

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CONC.

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GATE

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EDGE OF PAVEMENT

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6' CLF

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6' CLF

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4' CLF

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6' CLF

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6' CLF

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TOE OF SLOPE

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TOE OF SLOPE

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RETENTION AREA

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RETENTION AREA

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CYPRESS TREES AREA

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GRASS

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CONC. WALK

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GRASS AREA

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GRASS

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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AutoCAD SHX Text 15.40'

AutoCAD SHX Text 68'

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AutoCAD SHX Text 10.60'

AutoCAD SHX Text 6.65'

AutoCAD SHX Text 37.50'

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AutoCAD SHX Text 19.75'

AutoCAD SHX Text 32.65'

AutoCAD SHX Text 18.15'

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KEY PAD READER

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GATE OPENER

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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AutoCAD SHX Text 12' U.E. PER P.B. 121, Pg. 26, B.C.R.

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AutoCAD SHX Text S87°48'14"W 211.73'

AutoCAD SHX Text N85°21'12"W 100.72'

AutoCAD SHX Text S87°48'14"W 238.82'

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EAST LINE TRACT A, CINNAMON PLACE I, P.B. 121, PG.26, B.C.R.

AutoCAD SHX Text N88°00'30"E 359.95'

AutoCAD SHX Text N01°52'57"W 254.00'

AutoCAD SHX Text Δ=92°19'39"R=56.00' A=90.24'

AutoCAD SHX Text N87°43'39"E17.56'

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N01°43'30"W 666.47' (TOTAL)

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AutoCAD SHX Text N88°05'06"E 571.40'

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TRAFFIC CONTROL EASEMENT P.B. 174, PGS. 179-184, B.C.R.

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40' DRAINAGE, MAINTENANCE & UTILITY EASEMENT P.B. 121, PG. 26, B.C.R.

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WEST LINE PARCEL A, PEMBROKE PINES HEALTH PARK, P.B. 174, PGS. 179-184, B.C.R.

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100' ACCESS OPENING P.B. 174, PGS. 179-184, B.C.R.

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80' ACCESS OPENING P.B. 174, PGS. 179-184, B.C.R.

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AutoCAD SHX Text S02°11'46"E

AutoCAD SHX Text S87°48'14"W

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SW CORNER, PARCEL A P.B. 174, PGS. 179-184, B.C.R.

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PARCEL 1

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PARCEL 2

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SOUTH LINE NORTH 1/2, SECTION 21, TOWNSHIP 51 SOUTH, RANGE 41 EAST

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PUBLIC ROAD R/W EASEMENT O.R.B. 33012, PG. 1240, B.C.R.

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NORTH R/W PEMBROKE ROAD P.B. 174, PGS. 179-184, B.C.R.

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6' CLF

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IRRIGATION PUMP

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PLANTER

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PAVERS

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GATE

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CONCRETE SIDEWALK

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CONC. WALK

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GRAVEL W CONC. CURB

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A/C PAD

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AC PAD

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AutoCAD SHX Text 91-0134.6

AutoCAD SHX Text Certificate of Authorization 6791

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NORTH

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MATCH LINE - SEE SHEET 4 OF 4

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NORTH

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NO

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FIELD SURVEY

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AutoCAD SHX Text File Name: C:\Users\swatts.NTBC\OneDrive - SAFEbuilt\Documents\Pembroke Pines Health Park\91-0134.6-V-TS-Health Park-2022 Update.dwg - (Plotted by: Steve Watts on Monday, September 26, 2022 8:03:05 AM)C:\Users\swatts.NTBC\OneDrive - SAFEbuilt\Documents\Pembroke Pines Health Park\91-0134.6-V-TS-Health Park-2022 Update.dwg - (Plotted by: Steve Watts on Monday, September 26, 2022 8:03:05 AM) - (Plotted by: Steve Watts on Monday, September 26, 2022 8:03:05 AM)Steve Watts on Monday, September 26, 2022 8:03:05 AM) on Monday, September 26, 2022 8:03:05 AM)Monday, September 26, 2022 8:03:05 AM))

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AutoCAD SHX Text 9/26/2022

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SMW

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( IN FEET )

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AutoCAD SHX Text I, Steven M. Watts, do hereby state that this Map of Boundary and Topographic Survey was done under my direct supervision and is accurate to the best of my knowledge and belief. I further state that this Map of Boundary and Topographic Survey was completed in accordance with the Standards of Practice requirements for Surveying and Mapping as stated in Rule 5J-17 of the Florida Administrative Code, pursuant to Florida Statutes Chapter 472.027. CALVIN, GIORDANO & ASSOCIATES, INC. Signature____________________________________________ Steven M. Watts Professional Surveyor and Mapper Florida Registration No. 4588

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1. Calvin, Giordano & Associates. did not research title for this property and the plats, rights-of-way, and Calvin, Giordano & Associates. did not research title for this property and the plats, rights-of-way, and Giordano & Associates. did not research title for this property and the plats, rights-of-way, and Giordano & Associates. did not research title for this property and the plats, rights-of-way, and & Associates. did not research title for this property and the plats, rights-of-way, and & Associates. did not research title for this property and the plats, rights-of-way, and Associates. did not research title for this property and the plats, rights-of-way, and Associates. did not research title for this property and the plats, rights-of-way, and did not research title for this property and the plats, rights-of-way, and did not research title for this property and the plats, rights-of-way, and not research title for this property and the plats, rights-of-way, and not research title for this property and the plats, rights-of-way, and research title for this property and the plats, rights-of-way, and research title for this property and the plats, rights-of-way, and title for this property and the plats, rights-of-way, and title for this property and the plats, rights-of-way, and for this property and the plats, rights-of-way, and for this property and the plats, rights-of-way, and this property and the plats, rights-of-way, and this property and the plats, rights-of-way, and property and the plats, rights-of-way, and property and the plats, rights-of-way, and and the plats, rights-of-way, and and the plats, rights-of-way, and the plats, rights-of-way, and the plats, rights-of-way, and plats, rights-of-way, and plats, rights-of-way, and rights-of-way, and rights-of-way, and and and easements as shown hereon are per a diligent search of the Public Records of Broward County, Florida via as shown hereon are per a diligent search of the Public Records of Broward County, Florida via as shown hereon are per a diligent search of the Public Records of Broward County, Florida via shown hereon are per a diligent search of the Public Records of Broward County, Florida via shown hereon are per a diligent search of the Public Records of Broward County, Florida via hereon are per a diligent search of the Public Records of Broward County, Florida via hereon are per a diligent search of the Public Records of Broward County, Florida via are per a diligent search of the Public Records of Broward County, Florida via are per a diligent search of the Public Records of Broward County, Florida via per a diligent search of the Public Records of Broward County, Florida via per a diligent search of the Public Records of Broward County, Florida via a diligent search of the Public Records of Broward County, Florida via a diligent search of the Public Records of Broward County, Florida via diligent search of the Public Records of Broward County, Florida via diligent search of the Public Records of Broward County, Florida via search of the Public Records of Broward County, Florida via search of the Public Records of Broward County, Florida via of the Public Records of Broward County, Florida via of the Public Records of Broward County, Florida via the Public Records of Broward County, Florida via the Public Records of Broward County, Florida via Public Records of Broward County, Florida via Public Records of Broward County, Florida via Records of Broward County, Florida via Records of Broward County, Florida via of Broward County, Florida via of Broward County, Florida via Broward County, Florida via Broward County, Florida via County, Florida via County, Florida via Florida via Florida via via via the Broward County Property Appraiser's and Clerk of the Court's web sites. 2. The purpose of this Map Survey is to prepare a Boundary and Topographic Survey of a portion of The purpose of this Map Survey is to prepare a Boundary and Topographic Survey of a portion of purpose of this Map Survey is to prepare a Boundary and Topographic Survey of a portion of purpose of this Map Survey is to prepare a Boundary and Topographic Survey of a portion of of this Map Survey is to prepare a Boundary and Topographic Survey of a portion of of this Map Survey is to prepare a Boundary and Topographic Survey of a portion of this Map Survey is to prepare a Boundary and Topographic Survey of a portion of this Map Survey is to prepare a Boundary and Topographic Survey of a portion of Map Survey is to prepare a Boundary and Topographic Survey of a portion of Map Survey is to prepare a Boundary and Topographic Survey of a portion of Survey is to prepare a Boundary and Topographic Survey of a portion of Survey is to prepare a Boundary and Topographic Survey of a portion of is to prepare a Boundary and Topographic Survey of a portion of is to prepare a Boundary and Topographic Survey of a portion of to prepare a Boundary and Topographic Survey of a portion of to prepare a Boundary and Topographic Survey of a portion of prepare a Boundary and Topographic Survey of a portion of prepare a Boundary and Topographic Survey of a portion of a Boundary and Topographic Survey of a portion of a Boundary and Topographic Survey of a portion of Boundary and Topographic Survey of a portion of Boundary and Topographic Survey of a portion of and Topographic Survey of a portion of and Topographic Survey of a portion of Topographic Survey of a portion of Topographic Survey of a portion of Survey of a portion of Survey of a portion of of a portion of of a portion of a portion of a portion of portion of portion of of of Pembroke Pines Health Park, P.B. 174, Pgs. 179-184, B.C.R. and to create legal descriptions and the Pines Health Park, P.B. 174, Pgs. 179-184, B.C.R. and to create legal descriptions and the Pines Health Park, P.B. 174, Pgs. 179-184, B.C.R. and to create legal descriptions and the Health Park, P.B. 174, Pgs. 179-184, B.C.R. and to create legal descriptions and the Health Park, P.B. 174, Pgs. 179-184, B.C.R. and to create legal descriptions and the Park, P.B. 174, Pgs. 179-184, B.C.R. and to create legal descriptions and the Park, P.B. 174, Pgs. 179-184, B.C.R. and to create legal descriptions and the P.B. 174, Pgs. 179-184, B.C.R. and to create legal descriptions and the P.B. 174, Pgs. 179-184, B.C.R. and to create legal descriptions and the 174, Pgs. 179-184, B.C.R. and to create legal descriptions and the 174, Pgs. 179-184, B.C.R. and to create legal descriptions and the Pgs. 179-184, B.C.R. and to create legal descriptions and the Pgs. 179-184, B.C.R. and to create legal descriptions and the 179-184, B.C.R. and to create legal descriptions and the 179-184, B.C.R. and to create legal descriptions and the B.C.R. and to create legal descriptions and the B.C.R. and to create legal descriptions and the and to create legal descriptions and the and to create legal descriptions and the to create legal descriptions and the to create legal descriptions and the create legal descriptions and the create legal descriptions and the legal descriptions and the legal descriptions and the descriptions and the descriptions and the and the and the the the parcel boundaries as shown hereon per the City of Pembroke's direction. 3. Not valid without the signature and original raised seal of a Florida Professional Surveyor & Mapper. Not valid without the signature and original raised seal of a Florida Professional Surveyor & Mapper. 4. Underground improvements and/or encroachments were not located as part of this survey task. Underground improvements and/or encroachments were not located as part of this survey task. 5. Unless otherwise noted hereon, record and measured values are in substantial agreement. Unless otherwise noted hereon, record and measured values are in substantial agreement. 6. The horizontal features shown hereon are plotted to within 1/20 of the map scale. The horizontal features shown hereon are plotted to within 1/20 of the map scale. 7. Horizontal and vertical data shown hereon was obtained utilizing a "TOPCON ES-105" Total Station and Horizontal and vertical data shown hereon was obtained utilizing a "TOPCON ES-105" Total Station and and vertical data shown hereon was obtained utilizing a "TOPCON ES-105" Total Station and and vertical data shown hereon was obtained utilizing a "TOPCON ES-105" Total Station and vertical data shown hereon was obtained utilizing a "TOPCON ES-105" Total Station and vertical data shown hereon was obtained utilizing a "TOPCON ES-105" Total Station and data shown hereon was obtained utilizing a "TOPCON ES-105" Total Station and data shown hereon was obtained utilizing a "TOPCON ES-105" Total Station and shown hereon was obtained utilizing a "TOPCON ES-105" Total Station and shown hereon was obtained utilizing a "TOPCON ES-105" Total Station and hereon was obtained utilizing a "TOPCON ES-105" Total Station and hereon was obtained utilizing a "TOPCON ES-105" Total Station and was obtained utilizing a "TOPCON ES-105" Total Station and was obtained utilizing a "TOPCON ES-105" Total Station and obtained utilizing a "TOPCON ES-105" Total Station and obtained utilizing a "TOPCON ES-105" Total Station and utilizing a "TOPCON ES-105" Total Station and utilizing a "TOPCON ES-105" Total Station and a "TOPCON ES-105" Total Station and a "TOPCON ES-105" Total Station and "TOPCON ES-105" Total Station and "TOPCON ES-105" Total Station and ES-105" Total Station and ES-105" Total Station and Total Station and Total Station and Station and Station and and and "TDS-NOMAD" Data Collection System. 8. Bearings shown hereon are assumed and referenced to the South line of Parcel A, PEMBROKE PINES Bearings shown hereon are assumed and referenced to the South line of Parcel A, PEMBROKE PINES shown hereon are assumed and referenced to the South line of Parcel A, PEMBROKE PINES shown hereon are assumed and referenced to the South line of Parcel A, PEMBROKE PINES hereon are assumed and referenced to the South line of Parcel A, PEMBROKE PINES hereon are assumed and referenced to the South line of Parcel A, PEMBROKE PINES are assumed and referenced to the South line of Parcel A, PEMBROKE PINES are assumed and referenced to the South line of Parcel A, PEMBROKE PINES assumed and referenced to the South line of Parcel A, PEMBROKE PINES assumed and referenced to the South line of Parcel A, PEMBROKE PINES and referenced to the South line of Parcel A, PEMBROKE PINES and referenced to the South line of Parcel A, PEMBROKE PINES referenced to the South line of Parcel A, PEMBROKE PINES referenced to the South line of Parcel A, PEMBROKE PINES to the South line of Parcel A, PEMBROKE PINES to the South line of Parcel A, PEMBROKE PINES the South line of Parcel A, PEMBROKE PINES the South line of Parcel A, PEMBROKE PINES South line of Parcel A, PEMBROKE PINES South line of Parcel A, PEMBROKE PINES line of Parcel A, PEMBROKE PINES line of Parcel A, PEMBROKE PINES of Parcel A, PEMBROKE PINES of Parcel A, PEMBROKE PINES Parcel A, PEMBROKE PINES Parcel A, PEMBROKE PINES A, PEMBROKE PINES A, PEMBROKE PINES PEMBROKE PINES PEMBROKE PINES PINES PINES HEALTH PARK, as recorded in Plat Book 174, Pages 179-184, B.C.R., have a bearing of S 87°48'14" W.9. Horizontal feature location is to the center of the symbol and may be enlarged for clarity. Horizontal feature location is to the center of the symbol and may be enlarged for clarity. 10. The elevations shown hereon are based on the North American Vertical Datum of 1988 (NAVD88) and The elevations shown hereon are based on the North American Vertical Datum of 1988 (NAVD88) and elevations shown hereon are based on the North American Vertical Datum of 1988 (NAVD88) and elevations shown hereon are based on the North American Vertical Datum of 1988 (NAVD88) and shown hereon are based on the North American Vertical Datum of 1988 (NAVD88) and shown hereon are based on the North American Vertical Datum of 1988 (NAVD88) and hereon are based on the North American Vertical Datum of 1988 (NAVD88) and hereon are based on the North American Vertical Datum of 1988 (NAVD88) and are based on the North American Vertical Datum of 1988 (NAVD88) and are based on the North American Vertical Datum of 1988 (NAVD88) and based on the North American Vertical Datum of 1988 (NAVD88) and based on the North American Vertical Datum of 1988 (NAVD88) and on the North American Vertical Datum of 1988 (NAVD88) and on the North American Vertical Datum of 1988 (NAVD88) and the North American Vertical Datum of 1988 (NAVD88) and the North American Vertical Datum of 1988 (NAVD88) and North American Vertical Datum of 1988 (NAVD88) and North American Vertical Datum of 1988 (NAVD88) and American Vertical Datum of 1988 (NAVD88) and American Vertical Datum of 1988 (NAVD88) and Vertical Datum of 1988 (NAVD88) and Vertical Datum of 1988 (NAVD88) and Datum of 1988 (NAVD88) and Datum of 1988 (NAVD88) and of 1988 (NAVD88) and of 1988 (NAVD88) and 1988 (NAVD88) and 1988 (NAVD88) and (NAVD88) and (NAVD88) and and and referenced to Broward County Bench Mark #1158, Elevation 4.21 (NAVD88) (published as 5.82' National to Broward County Bench Mark #1158, Elevation 4.21 (NAVD88) (published as 5.82' National to Broward County Bench Mark #1158, Elevation 4.21 (NAVD88) (published as 5.82' National Broward County Bench Mark #1158, Elevation 4.21 (NAVD88) (published as 5.82' National Broward County Bench Mark #1158, Elevation 4.21 (NAVD88) (published as 5.82' National County Bench Mark #1158, Elevation 4.21 (NAVD88) (published as 5.82' National County Bench Mark #1158, Elevation 4.21 (NAVD88) (published as 5.82' National Bench Mark #1158, Elevation 4.21 (NAVD88) (published as 5.82' National Bench Mark #1158, Elevation 4.21 (NAVD88) (published as 5.82' National Mark #1158, Elevation 4.21 (NAVD88) (published as 5.82' National Mark #1158, Elevation 4.21 (NAVD88) (published as 5.82' National #1158, Elevation 4.21 (NAVD88) (published as 5.82' National #1158, Elevation 4.21 (NAVD88) (published as 5.82' National Elevation 4.21 (NAVD88) (published as 5.82' National Elevation 4.21 (NAVD88) (published as 5.82' National 4.21 (NAVD88) (published as 5.82' National 4.21 (NAVD88) (published as 5.82' National (NAVD88) (published as 5.82' National (NAVD88) (published as 5.82' National (published as 5.82' National (published as 5.82' National as 5.82' National as 5.82' National 5.82' National 5.82' National National National Geodetic Vertical Datum of 1929 (NGVD29)) and being a nail & tab in the centerline of asphalt of Utopia Vertical Datum of 1929 (NGVD29)) and being a nail & tab in the centerline of asphalt of Utopia Vertical Datum of 1929 (NGVD29)) and being a nail & tab in the centerline of asphalt of Utopia Datum of 1929 (NGVD29)) and being a nail & tab in the centerline of asphalt of Utopia Datum of 1929 (NGVD29)) and being a nail & tab in the centerline of asphalt of Utopia of 1929 (NGVD29)) and being a nail & tab in the centerline of asphalt of Utopia of 1929 (NGVD29)) and being a nail & tab in the centerline of asphalt of Utopia 1929 (NGVD29)) and being a nail & tab in the centerline of asphalt of Utopia 1929 (NGVD29)) and being a nail & tab in the centerline of asphalt of Utopia (NGVD29)) and being a nail & tab in the centerline of asphalt of Utopia (NGVD29)) and being a nail & tab in the centerline of asphalt of Utopia and being a nail & tab in the centerline of asphalt of Utopia and being a nail & tab in the centerline of asphalt of Utopia being a nail & tab in the centerline of asphalt of Utopia being a nail & tab in the centerline of asphalt of Utopia a nail & tab in the centerline of asphalt of Utopia a nail & tab in the centerline of asphalt of Utopia nail & tab in the centerline of asphalt of Utopia nail & tab in the centerline of asphalt of Utopia & tab in the centerline of asphalt of Utopia & tab in the centerline of asphalt of Utopia tab in the centerline of asphalt of Utopia tab in the centerline of asphalt of Utopia in the centerline of asphalt of Utopia in the centerline of asphalt of Utopia the centerline of asphalt of Utopia the centerline of asphalt of Utopia centerline of asphalt of Utopia centerline of asphalt of Utopia of asphalt of Utopia of asphalt of Utopia asphalt of Utopia asphalt of Utopia of Utopia of Utopia Utopia Utopia Dr. and 90 ft South of the centerline of Ramona Street, Miramar.

AutoCAD SHX Text NOT VALID WITHOUT THE SIGNATURE AND THE SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER STEVEN M. WATTS PSM NO. 4588

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ANCHOR

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CATCH BASIN

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E

#8271

1 STORY CBS

FL. EL.= 7.62'

PARCEL A

PEMBROKE PINES HEALTH PARK

P.B. 174, PGS. 179-184, B.C.R.

PEMBROKE ROAD

PARCEL 1: 14.81 ACRES

PARCEL 3: 4.00 ACRES

PARCEL 2: 8.81 ACRES

ACREAGE

LEASE PARCEL LAYOUT

PEMBROKE PINES HEALTH PARK

CITY OF PEMBROKE PINES, FLORIDA

BOUNDARY & TOPOGRAPHIC SURVEY

PORTION OF PARCEL A

PEMBROKE PINES HEALTH PARK

P.B. 174, PGS. 179-184, B.C.R.

LEGEND:

SYMBOL LEGEND

1800 Eller Drive, Suite 600, Fort Lauderdale, Florida 33316 Phone: 954.921.7781 — Fax: 954.921.8807

Calvin, Giordano & Associates, Inc.

E X C E P T I O N A L S O L U T I O N S

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GATE

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6' CLF

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6' CLF

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6' CLF

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6' CLF

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6' CLF

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TOP OF BERM

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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18' ASPHALT PAVEMENT

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CONCRETE SIDEWALK

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UNK. VAULT

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GRASS

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COV. CONCRETE SIDEWALK

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COV. CONCRETE SIDEWALK

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COV. CONCRETE SIDEWALK

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TOE OF SLOPE

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TOP OF BERM

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GRASS

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GRASS

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GRASS

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GRASS AREA

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AutoCAD SHX Text 19.40'

AutoCAD SHX Text 5.50'

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AutoCAD SHX Text 7.70'

AutoCAD SHX Text 19.75'

AutoCAD SHX Text 6.65'

AutoCAD SHX Text 27'

AutoCAD SHX Text 5.40'

AutoCAD SHX Text 6'

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AutoCAD SHX Text 17.35'

AutoCAD SHX Text 6.30'

AutoCAD SHX Text 15.90'

AutoCAD SHX Text 24'

AutoCAD SHX Text 47.40'

AutoCAD SHX Text 22'

AutoCAD SHX Text 19.20'

AutoCAD SHX Text 9.50'

AutoCAD SHX Text S16°50'26"E 95.00'

AutoCAD SHX Text S11°24'53"W 104.86'

AutoCAD SHX Text S03°38'39"W 90.28'

AutoCAD SHX Text S11°14'17"E 100.06'

AutoCAD SHX Text S07°14'42"E 50.72'

AutoCAD SHX Text S87°48'14"W 295.00'

AutoCAD SHX Text N85°21'12"W 100.72'

AutoCAD SHX Text S02°11'50"E 12.00'

AutoCAD SHX Text S87°48'14"W 217.00'

AutoCAD SHX Text N85°21'27"W

AutoCAD SHX Text 100.78'

AutoCAD SHX Text S87°48'14"W 304.08'

AutoCAD SHX Text S87°48'14"W 3.43'

AutoCAD SHX Text N88°05'06"E 571.40'

AutoCAD SHX Text N01°54'54"W

AutoCAD SHX Text 105.31'

AutoCAD SHX Text 565.79'

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671.10' (TOTAL)

AutoCAD SHX Text N88°05'06"E 308.30'

AutoCAD SHX Text N01°54'54"W

AutoCAD SHX Text 565.19'

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50' ACCESS OPENING P.B. 174, PGS. 179-184.

AutoCAD SHX Text STATE OF FLORIDA DEPARTMENT OF HIGHWAY SAFETY & MOTOR VEHICLES LEASE AGGREEMENT NO. 2842 (UNRECORDED)

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EDGE OF PAVEMENT

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PARCEL 3

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SOUTH LINE NORTH 1/2, SECTION 21, TOWNSHIP 51 SOUTH, RANGE 41 EAST

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NORTH R/W PEMBROKE ROAD P.B. 174, PGS. 179-184, B.C.R.

AutoCAD SHX Text S88°05'06"W 571.40'

AutoCAD SHX Text S01°54'54"E

AutoCAD SHX Text S88°05'06"W 308.30'

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SE CORNER, PARCEL A P.B. 174, PGS. 179-184, B.C.R.

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EAST LINE PARCEL A

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EAST LINE PARCEL A

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6' CLF

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6' CLF

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6' CLF

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CONCRETE SIDEWALK

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ASPHALT

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GRASS

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ASPHALT PARKING

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WOOD POST W WATER SPIGOT

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WOOD POST W WATER SPIGOT

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WOOD POST W WATER SPIGOT

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WOOD POST W WATER SPIGOT

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text 91-0134.6

AutoCAD SHX Text Certificate of Authorization 6791

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NORTH

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MATCH LINE - SEE SHEET 3 OF 4

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NO

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NO

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DATE

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REVISION

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BY

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CHECKED BY

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REVISION

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DATE

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DATE

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BY

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DATE

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FIELD SURVEY

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DATE

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DRAWN BY

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SCALE

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SHEET

AutoCAD SHX Text File Name: C:\Users\swatts.NTBC\OneDrive - SAFEbuilt\Documents\Pembroke Pines Health Park\91-0134.6-V-TS-Health Park-2022 Update.dwg - (Plotted by: Steve Watts on Monday, September 26, 2022 8:03:48 AM)C:\Users\swatts.NTBC\OneDrive - SAFEbuilt\Documents\Pembroke Pines Health Park\91-0134.6-V-TS-Health Park-2022 Update.dwg - (Plotted by: Steve Watts on Monday, September 26, 2022 8:03:48 AM) - (Plotted by: Steve Watts on Monday, September 26, 2022 8:03:48 AM)Steve Watts on Monday, September 26, 2022 8:03:48 AM) on Monday, September 26, 2022 8:03:48 AM)Monday, September 26, 2022 8:03:48 AM))

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text 9/26/2022

AutoCAD SHX Text 9/23/2022

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SMW

AutoCAD SHX Text 9/22/2022

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SMW

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MATCH LINE - SEE SHEET 1 OF 4

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CONC

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CATV

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AutoCAD SHX Text D.B.

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NAVD(88)

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FH

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FP&L

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LB

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MON

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AutoCAD SHX Text B.C.R.

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PG.

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RCP

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AutoCAD SHX Text (Typ.)

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ELECTRIC OVERHEAD WIRES

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MISCELLANEOUS SIGN

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WATER VALVE

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FIRE HYDRANT

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ANCHOR

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ELECTRIC HANDHOLE

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WOOD POWER POLE

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STORM MANHOLE

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CURB INLET

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CATCH BASIN

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ELEC

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CONCRETE POWER POLE

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CONCRETE LIGHT POLE

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CABLE TV RISER

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ELECTRIC METER

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BELL SOUTH MANHOLE

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WATER METER

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TRAFFIC SIGNAL BOX

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FP&L TRANSFORMER PAD

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ELECTRIC BOX

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BACKFLOW PREVENTOR

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IPC

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IP

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NL&D

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FOUND PROPERTY CORNER (ID SHOWN ON SURVEY)

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COR.

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INV.

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CONCRETE

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CABLE TELEVISION

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CHAIN LINK FENCE

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DEED BOOK

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NORTH AMERICAN VERTICAL DATUM OF 1988

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FIRE HYDRANT

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FLORIDA POWER & LIGHT

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LICENSED BUSINESS

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MONUMENT

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OFFICIAL RECORDS BOOK

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BROWARD COUNTY RECORDS

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PLAT BOOK

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PAGE

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REINFORCE CONCRETE PIPE

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RIGHT-OF-WAY

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STATE ROAD

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TYPICAL

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CALCULATED

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IRON PIPE & CAP

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IRON PIPE

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DEED

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NAIL & DISK

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CORNER

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INVERT

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BELLSOUTH HANDHOLE

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TEL

AutoCAD SHX Text No. 4588

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STATE OF

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#8200

FL. EL.=7.05'

PARCEL A

PEMBROKE PINES HEALTH PARK

P.B. 174, PGS. 179-184, B.C.R.

PARCEL 1: 14.81 ACRES

PARCEL 3: 4.00 ACRES

PARCEL 2: 8.81 ACRES

PARCEL A

PEMBROKE PINES HEALTH PARK

P.B. 174, PGS. 179-184, B.C.R.

ACREAGE

LEASE PARCEL LAYOUT

PEMBROKE PINES HEALTH PARK

CITY OF PEMBROKE PINES, FLORIDA

BOUNDARY & TOPOGRAPHIC SURVEY

PORTION OF PARCEL A

PEMBROKE PINES HEALTH PARK

P.B. 174, PGS. 179-184, B.C.R.

LEGEND:

SYMBOL LEGEND

1800 Eller Drive, Suite 600, Fort Lauderdale, Florida 33316 Phone: 954.921.7781 — Fax: 954.921.8807

Calvin, Giordano & Associates, Inc.

E X C E P T I O N A L S O L U T I O N S

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AutoCAD…

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