Attachment 16 Civil Site Survey.pdf

PDF 19 MB Posted Mar 14, 2023

Attached to: DB 23-AP-0518 FY23 NRM-TIER 1 PROJ 548-22-118 UPGRADE AND REPAIR VARIOUS SITE CONDITIONS
Solicitation number: 36C24823R0101
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a design-build project to upgrade and repair various site conditions at the West Palm Beach VA Medical Center campus in West Palm Beach, Florida. The contractor will provide all labor, materials, tools, and design-build services necessary to replace deteriorated loading dock equipment and gates, pressure jettling of a storm drain, and upgrade two gazebos and exterior lighting sconces. The objective is to address various deficiencies. This opportunity is set aside for SDVOSBs first, then VOSBs, and then small businesses. The Department of Veterans Affairs Veterans Health Administration VISN 8 is the contracting agency.

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File	Type	Posted
C01 SAM Award Notice 36C24823C0121_1.pdf	PDF	Oct 13, 2023
Attachment 3 548-22-118 01321616 Spec.pdf	PDF	Mar 14, 2023
Attachment 2 548-22-118 014219 Spec.pdf	PDF	Mar 14, 2023
Attachment 6 Experience Information Sheet.pdf	PDF	Mar 14, 2023
Attachment 10 Past Performance Questionnaire.pdf	PDF	Mar 14, 2023
Attachment 12 Appendix B - PG18_15 Vol C.pdf	PDF	Mar 14, 2023
Attachment 7 VA Info and Info System Security.pdf	PDF	Mar 14, 2023
Attachment 9 Combatting COVID 19.pdf	PDF	Mar 14, 2023
Attachment 14 E-43 Lighting Fixture Details.pdf	PDF	Mar 14, 2023
Attachment 15 Site Improvement Concept R3.pdf	PDF	Mar 14, 2023
Attachment 13 E-42 Lighting Fixture Details.pdf	PDF	Mar 14, 2023
Attachment 4 548-22-118 013323 Spec.pdf	PDF	Mar 14, 2023
Attachment 8 WD FL20230220 03.10.2023.pdf	PDF	Mar 14, 2023
Attachment 11 Appendix A - Concept Drawings.pdf	PDF	Mar 14, 2023
Attachment 1 548-22-118 010000 Spec.pdf	PDF	Mar 14, 2023
36C24823R0101.pdf	PDF	Mar 14, 2023
Attachment 5 Project Price Breakdown.xlsx	XLSX spreadsheet	Mar 14, 2023

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APPENDIX 16

Civil Site Survey

21.3'

9.5'

19.6'

5'33.3'0.

54.2'0.

38.0'

10.4'

66.6'

8.5'

2.1'

202.0'

BUS

SHELTER

SDDDD

CO RDRDRDRD

COCOCO

S S S S

HYD

G V G

C V

PIV

WPB

TRANS

WPB

X X X X X X

TOBTOB

TOB

TOE TOE

TOE

LS W CO

FDC

DUMPSTER

PAD

C O

B U

BUS

TOB

TOB TOB

TOB TOB TOB TOB TOB TOB

TOE TOE TOE TOE TOE TOE TOETOE TOE TOE TOE TOE TOE TOE

YDYD

YD YD YD

YDYD

H R

Gate

Gat e

Gate

DDCV

G V

ICV

HYD

ICV

V IC

VIC

HYD GV

DDCV

HYD

FDC

VIC

WPB

WPBWPB

WPB

GATE

Building B-10

Building B-12

Building B-7

Building B-3

Building B-4

Pa rk ing G ar ag e

Parking Garage

Building B-1

Building B-22

Building B-13

Building B-14

W W

PROPANE GAS

BEBEBE

UNK

BEBE

IRR

D D

D D D D

D D D D D D D D

D D

Unknown

Unknown Unknown

Unknown

Unknown Unknown

Unknown

A PORTION OF THE VETERANS ADMINISTRATION HOSPITAL IN RIVIERA BEACH, FLORIDA.

LYING IN THE SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 42 SOUTH, RANGE 42 EAST.

FOR THE FIRM

FLORIDA CERTIFICATION No. 4817

GARY P. WILLIAMS, R.L.S.

F.R.S. AND ASSOCIATES, INC.

WE HEREBY STATE THAT THE MAP OF SURVEY SHOWN HEREON IS A TRUE AND

CORRECT REPRESENTATION OF THE NEWLY CONSTRUCTED FEATURES, MADE UNDER

OUR DIRECTION, AND IS ACCURATE TO THE BEST OF OUR KNOWLEDGE AND BELIEF.

THE UNDERSIGNED HEREBY CERTIFIES THAT THIS SURVEY CONFORMS TO THE

STANDARDS OF PRACTICE AS OUTLINED IN CHAPTER 5J-17, F.A.C. AS THEY PERTAIN

TO A "TOPOGRAPHICAL SURVEY" ADOPTED BY THE FLORIDA BOARD OF

PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO SECTION 472.027, FLORIDA

STATUTES. NOT VALID UNLESS SEALED WITH SURVEYOR'S EMBOSSED SEAL AND

SIGNATURE.

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 80'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

FDC

= BELLSOUTH TELEPHONE MANHOLE

= SIAMESE CONNECTION

= WATER SPRINKLER VALVE

= WATER GATE VALVE

= FIRE HYDRANT

= CABLE TELEVISION RISER

= CURB INLET

= CATCH BASIN

= POSTED SIGNS

= ELECTRIC BOX

= CONCRETE LIGHT POLE

= BELLSOUTH TELEPHONE RISER

= SANITARY MANHOLE

CTV

HYD

SCV

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

W N

O R

T H

1. BEARINGS SHOWN HEREON REFER TO S 00° 45' 23" E ALONG THE EAST

SECTION LINE OF SECTION 31, TOWNSHIP 34 SOUTH, RANGE 36 EAST, STATE

PLANE GRID SYSTEM. ALL OTHER BEARINGS ARE RELATIVE THERETO.

2. ALL DISTANCES AND BEARINGS SHOWN HEREON ARE GRID DISTANCES AND

GRID BEARINGS AND ARE SHOWN IN U.S. SURVEY FEET.

3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS FIRM FOR

RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF

RECORD THAT MAY AFFECT THE SUBJECT SITE.

4. ALL UNDERGROUND UTILITIES WERE LOCATED BY BLOOD HOUND

UNDERGROUND UTILITY LOCATORS AND SHOWN ON SURVEY.

5. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (N.A.V.D. '88).

6. COORDINATES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE

SYSTEM 1983 DATUM WITH THE 2011 ADJUSTMENT FOR FLORIDA EAST ZONE.

7. HORIZONTAL AND VERTICAL CONTROL USED: NATIONAL GEODETIC SURVEY

(NGS) MONUMENTS "E-535" NORTHING = 763,507.27, EASTING = 673,808.63,

ELEVATION = 6.739; "FLGPS65" NORTHING = 763,067.69, EASTING = 661,808.81,

ELEVATION = 5.967.

8. THIS SURVEY WAS PERFORMED UTILIZING TRIMBLE REAL TIME KINEMATIC

GPS (RTK GPS) SURVEY EQUIPMENT FOR THE HORIZONTAL AND VERTICAL

INFORMATION SHOWN HEREON.

= EXISTING GUARDRAIL

SHEET 3 OF 10SHEET 2 OF 10

SHEET 4 OF 10

SHEET 5 OF 10 SHEET 6 OF 10

SHEET 8 OF 10

SHEET 7 OF 10

SHEET 10 OF 10

SHEET 9 OF 10

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING IRRIGATION LINEIRR

= EXISTING UNKNOWN LINEUNK

= EXISTING GAS LINEGAS

D R

R T

N S

T R

E, S

. S H

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:28:20 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

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IRR

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LEGAL DESCRIPTION

AutoCAD SHX Text

LAND SURVEYOR'S STATEMENT

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text

SURVEYOR'S NOTES

AutoCAD SHX Text

ELC

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BST

AutoCAD SHX Text

BST

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LEGEND

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

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GRAPHIC SCALE

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AutoCAD SHX Text 80'

TOB

TOB TOB

TOB

TOB TOB

TOB

TOB TOB

H R

Gate

Gat e

Gate

G V

WPB

Building B-10

1616 16

17 16

12131415

14 15 16

12 13 14

15141312

19 20

W W

UNK

BEBEBEBEBEBE

BEBEBEBE

BE BE BE BE BE BE BE

UNK

BEBEBEBE

UNK

IRR

16.09

11.08

12.03 13.69

16.01

16.68

.38

17.72

16.81

15.59

12.56 11.81

.19

.3711

.5913 .4514

.9815 .29

.52

.10 11

.0611 .97

.80

.30

.18

12.38

11.65

10.91

.23

.14

.17

.21

.01

.14

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.1411

.6612 .49

.45

.3911

.2612 .0213

.24

.23

.81

.75

.82

.61

.42

.87

14.63

14.35

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.4014

.40

.77

.98

.61

.16

.86

.08

.09

.64

.33

.98

.11

.68

16.4

.915

16.32

15.8

.43

12.10

11.53

.12

.32

.05

.77

.18

16.28

.57

.84

.12

.2019

.88

.25

.43

.87

.99

.51

17.91

19.3

19.86 20.12

20.22

.32

.52

.26

.76

.08

.15

.23

.22

16.08

16.03

15.94

15.92

15.98

.31

.24

.15

.06

.92

.79

.78

15.73

15.08

14.99

.11

.47

.49

.50

415.5215.47 15.41

15.67

15.52

0 15 .6

.22

.11

15.85

15.76

15.67

15.75

15.82

15.88

16.07

16.61 16.29

16.9116.55

16.84 17.34

17.46 17.01

17.18 17.60

16.34

16.28

.16

16.21

16.11

15.95

15.83

15.74

15.72

15.84

15.92

15.74

15.78

15.86

15.99

15.78

15.81

15.73

15.62

.17

16.62

16.79 16.38

16.35 16.73

17.12 16.91

16.96

17.15

17.07

.58

16.59

17.02

17.21 17.69

17.23

17.31

17.39

17.27

17.74

16.93 17.3716.86

17.30

16.79

16.70

.06

.20

.54

17.78

17.88

.8717 .77

17.83

.80

17.70 17.75

17.72

17.78

17.85

.6 8 17.77

17.98

18.11

18.02

18.28

17.81

17.91

17.61

17.82

16.69

16.74

.69

.59

.08

16.60

16.70 17.20

16.86

17.02 17.52

17.6017 .1

.68

16.65

.54

16.52

16.34

16.61

16.55

16.61

16.46 16 .74

16.73

.14

.62

16.11

.74

.64

16.14

.65

16.66

16.21

.24 16

.31

.28

.21

.72

.28

16.6016.68

.21

.33

16.70

.34

.62

.22

17.66

17.95

17.98 17 .99

.36

.33

17.59

17.08 17

.01

16.40

16.3916 .8416.22

.10

16.58

.96

16.23

.7416.21

.29

.83

15.7816.18

15.84

.35

.98

.5916 .08

616.02 16.00

.55

.84

.81

.77

.85

.93

.87

16.85

.36

.27

.30

.89

16.03

.14

.04

.90

.30

17.80

18.14

17.85 17.85

18.13

.6417.62

.28

.92

.71

16.68

16.9716 .71

.16

.09

.54

.91

.70

.6816

.13

.26

16.6216.62

16.65

16.63

16.55

16.60

16.22

.36

.44

20.22

19.90

.62

.69

19.55

19.64

19.83

20.02 20.11

20.16

.08

.50

16.89

.88

.3617

.34

14.86

14.96

15.11

.66

17.04

16.80

16.76

15.51 15.56

15.61

16.16

16.1415.74 15.73

15.07

14.99 14.94

15.30

17.30

17.75

16.50

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16.6

16.68

16.96 16.69

13.28

11.82 11.21

14.36

D DD D

Unknown

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

N O

R T

FDC

= BELLSOUTH TELEPHONE MANHOLE

= SIAMESE CONNECTION

= WATER SPRINKLER VALVE

= WATER GATE VALVE

= FIRE HYDRANT

= CABLE TELEVISION RISER

= CURB INLET

= CATCH BASIN

= POSTED SIGNS

= ELECTRIC BOX

= CONCRETE LIGHT POLE

= BELLSOUTH TELEPHONE RISER

= SANITARY MANHOLE

CTV

HYD

SCV

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING BURRIED ELECTRIC LINEIRR

= EXISTING UNKNOWN LINEUNK

4" PVC PIPE

TOP EL. = 14.18

INVERT EL. = 13.81

4" PVC PIPE

TOP EL. = 14.17

INVERT EL. = 13.80= EXISTING GAS LINEGAS

CATCH BASIN

RIM EL. 17.26

INV. EL. 13.74 (SW)

CATCH BASIN

RIM EL. 17.17

INV. EL. 13.17 (NE)

INV. EL. 13.17 (SW)

CATCH BASIN

RIM EL. 14.02

INV. EL. 12.62 (NE)

INV. EL. 12.62 (SW)

" R

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" R

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E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:28:27 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text

ELC

AutoCAD SHX Text

BST

AutoCAD SHX Text

BST

AutoCAD SHX Text

LEGEND

Ernest Cross-Out

Ernest Callout

IRRIGATION

BUS

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TOB TOB TOB

TOB

TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB

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Gate

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WPB Building B-7

Building B-4

13 14

17 18

14 14

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.85

.96

.06

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15.88

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.21

16.14

16.20

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.15

15.98

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.94

.32

716.37

.54

16.5916.70

16.5616.65

16.69

16.7916.90

16.80

.75

16.78

16.75

16.03

.67

.80

16.14

16.31

.97

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16.49 16.27

15.85

16.12 15.67

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16.37

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14.63

14.99

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15.14

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15.23

14.99

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15.79

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16.03

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15.60 15.41

16.28

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16.71

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16.74

16.73

16.66

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16.60

16.59

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16.78

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19.70

19.49

19.47

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19.74

19.34

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18.23

17.64

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19.83

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19.84

19.54

19.46

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18.93

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19.42

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19.00

19.04

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19.52

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18.72

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17.67

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18.38 18.01

18.1518.52

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18.44

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.06

18.65

18.51

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.60

18.47

18.3018.72 18.61

18.25 18.21

18.26

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18.39

.38

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11.94

11.59 11.56

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14.41 14.38

11.60

.49

11.05

.93

.15

.37

.45

.51

18.83

18.37

18.62

.71

18.9218.97

18.97

19.04

18.90 18.86

18.93 19.08

19.26

19.21

19.34

18.73

.97

18.75

18.71

18.58 18.58

18.46 18.34

18.07 18.19

19.37

20.67

.36

22.3621.12

21.83

22.11

.27

.30

.57

.4819

.80

.23

.67

.17

.05

.37

.42

.68

.8115

.14

.36

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.76

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.55

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.60

.12

.69

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.23

.81

.75

.82

.79

.61

.42

.87

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11.33

11.2211.56

12.72

.79

.05

.65

.34

.81

18.62

.20

20.11

.95

.18

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.88

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.43

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.16

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19.3

19.86 20.12

20.22

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19.26

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.65 17 .11

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19.06

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.64

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.22

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.9615

.9715 .9415

.72

.62

.39

.21

15.67

.21

15.23

.25

15.52

.63

15.72

.83

15.89 15.86

.85

15.90 15.98

.16

.28

.39

.62

.78

15.73

15.08

.11

15.13

15.23

.22

15.67

.96

.94 16.53

.74

16.72

.78

.26

.24

.11

.16

.44

.50

.35

.18 16

.16

.13

.06

.00

.71

.45 15

.29

.56

.86

.20

.26

.39

.22

.89

.57

.96

.58

.30

.93

.91

.92

.83

.78

.76

.66

.78

.86

.99

.07

.2016

.2216 .36

.39

.49

.51

.48

.39

.37

.26

.51

.44

.39

.26 16.20 16

.02

.79

15.73

15.78

.79

.86

.92

.96 16

.25

.23

.18

16.22

.75

.63

.20

.80

.90

.47

.97

.22

.75

.18

15.42 15.72

16.57 16.12

.78

.72

.77

16.82 16 .27

20.22

19.90

.62

.69

19.55

19.64

19.83

20.02 20.11

20.21

20.19

20.16 20.24

20.30 20.30

20.23

.08

.50

16.89

.88

17.16

.64

.36

.4717

.53

.3617 .34

12.27

11.75

11.50 11.49

11.97

11.90

17.01

.05

.65

14.86

14.96

15.11

.66

15.08

.46

16.86

.86

16.62

.67

.53 16

.38

.30

.17

16.02

.84

.78

.87

.90

16.00

16.02

16.03

16.04

16.08

.62

.52

.45

.33

16.28

.12

18.80

18.85

18.92

15.07

14.99 14.94

15.30

17.16

19.29

17.76

17.44

17.12

16.83

.24

17.90

.32

15.26

.92

16.24

15.78

14.5

.8914.67

14.52

14.9614.90

14.85

14.40

15.04

15.01

D D

D DD D

Unknown

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

N O

R T

FDC

= BELLSOUTH TELEPHONE MANHOLE

= SIAMESE CONNECTION

= WATER SPRINKLER VALVE

= WATER GATE VALVE

= FIRE HYDRANT

= CABLE TELEVISION RISER

= CURB INLET

= CATCH BASIN

= POSTED SIGNS

= ELECTRIC BOX

= CONCRETE LIGHT POLE

= BELLSOUTH TELEPHONE RISER

= SANITARY MANHOLE

CTV

HYD

SCV

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING BURRIED ELECTRIC LINEIRR

= EXISTING UNKNOWN LINEUNK

4" PVC PIPE

TOP EL. = 13.90

INVERT EL. = 13.53

4" PVC PIPE

TOP EL. = 13.81

INVERT EL. = 13.44

= EXISTING GAS LINEGAS

12" R .C

.P.

CATCH BASIN

RIM EL. 13.05

INV. EL. 7.90 (S)

CATCH BASIN

RIM EL. 14.32

INV. EL. 7.99 (N)

INV. EL. 7.99 (S)

24" R .C

.P.

" R

.C .P

CATCH BASIN

RIM EL. 16.36

INV. EL. 9.76 (NE)

INV. EL. 9.76 (SW)

18" R.C.P.

" R

.C .P

CATCH BASIN

RIM EL. 13.92

INV. EL. 9.33 (NE)

INV. EL. 9.33 (SW)

CATCH BASIN

RIM EL. 15.28

INV. EL. 8.55 (SW)

CATCH BASIN

RIM EL. 18.20

INV. EL. 10.85 (NE)

INV. EL. 13.30 (SE)

INV. EL. 10.85 (SW)

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:28:35 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text

ELC

AutoCAD SHX Text

BST

AutoCAD SHX Text

BST

AutoCAD SHX Text

LEGEND

Ernest Cross-Out

Ernest

TOB

Gate

DDCV

ICV

WPB

14 15 16

12 13 14

15141312

14 15

201918

13 14

15 16

19 20

UNK

IRR

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

UNK

BEBE

BE BE

16.09

11.08

12.03 13.69

16.01

16.68

.38

17.72

16.32

15.8

.43

12.10

11.53

.12

.32

.05

.77

.18

16.28

.57

.84

.12

.06

.61

.18

.93

.24

16.06

.87

.54

11.02

.81

.55

.16

.47

11.06

16.61

16.9116.55

16.84 17.34

17.46 17.01

17.18 17.60

16.34

16.2816.62

16.79 16.38

16.35 16.73

17.12 16.91

16.96

17.15

17.07

.58

16.59

17.02

17.21 17.69

17.23

17.31

17.39

17.27

17.74

16.93 17.3716.86

17.30

16.79

16.70

.06

.20

.54

17.78

17.88

.8717 .77

17.83

.80

17.70 17.75

17.72

17.78

.6 8 17.77

18.11

18.02

18.28

17.81

17.91

17.61

17.82

16.69

16.74

.69

.59

.08

16.60

16.70 17.20

16.86

17.02 17.52

17.6017 .1

.68

16.65

.54

16.52

16.34

16.61

16.55

16.61

16.46 16 .74

16.73

.14

.62

16.11

.74

.64

16.14

.65

16.66

16.21

.24 16

.31

.28

.21

.72

.28

16.60

16.62

16.54

16.42

16.30

16.12

16.02

15.91

.79

16.02

16.19

16.38

16.59

16.61

16.68

.21

.33

16.70

16.39

.10

.80

.46

.54

.61

.97

.06

.56

.02

.34

.62

.22

18.71

.66

.06

19.24

19.49

20.11

20.06

.03

.43

17.50

17.66

17.95

17.98 17 .99

.36

.33

17.59

19.72

19.78 19.90

17.08 17 .01

17.96

.50

18.60

.08

.87

19.40

20.04

.53

.99

20.42

20.55

.57

20.72

.74

.68

.76

20.74

20.76

20.45

20.33 20.4320.51

18.25

.5817 .7217.79

19.17

18.72

.36

.79

.30

.85

.47

.88

19.59

20.00

.19

19.63

20.06

16.40

16.3916 .8416.22

.10

16.58

.96

16.23

.7416.21

.29

.83

15.7816.18

15.84

.35

.98

.5916 .08

616.02 16.00

.55

.84

.81

.77

.85

.93

.87

16.85

.36

.27

.30

.89

16.03

.14

.04

.90

20.09

19.82

19.87

19.90

20.26

20.27 20.28

20.65

.49

20.43 20.44

20.28 20.31

20.13

.89

19.77

.75

20.0920.08

20.15

.8419

.80

19.78

19.76

19.78

19.69

19.50

19.56 19.99

19.75

19.80

19.81

.72

19.94

.77 20

.13

.46

.65

.48

.92

.31

.47

.20

.30

17.80

18.14

17.85 17.85

18.13

.6417.62

17.04

16.80

16.76

16.16

16.1415.74 15.73

.38

20.12 20.19

17.30

17.75

19.8720.1320.41

19.86

19.66

16.50

.58

13.28

11.82 11.21

D D

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

N O

R T

FDC

= BELLSOUTH TELEPHONE MANHOLE

= SIAMESE CONNECTION

= WATER SPRINKLER VALVE

= WATER GATE VALVE

= FIRE HYDRANT

= CABLE TELEVISION RISER

= CURB INLET

= CATCH BASIN

= POSTED SIGNS

= ELECTRIC BOX

= CONCRETE LIGHT POLE

= BELLSOUTH TELEPHONE RISER

= SANITARY MANHOLE

CTV

HYD

SCV

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING BURRIED ELECTRIC LINEIRR

= EXISTING UNKNOWN LINEUNK

= EXISTING GAS LINEGAS

DRAINAGE MANHOLE

RIM EL. 16.12

INV. EL. 7.42 (NE)

INV. EL. 12.26 (NW)

INV. EL. 6.92 (W)

" R

.C .P

15" H.D.P.E.

DRAINAGE MANHOLE

RIM EL. 19.13

INV. EL. 11.33 (NE)

INV. EL. 11.03 (SW)

" R

.C .P

12" R.C.P.

" R

.C .P

CATCH BASIN

RIM EL. 17.26

INV. EL. 13.74 (SW)

CATCH BASIN

RIM EL. 17.17

INV. EL. 13.17 (NE)

INV. EL. 13.17 (SW)

CATCH BASIN

RIM EL. 14.02

INV. EL. 12.62 (NE)

INV. EL. 12.62 (SW)

" R

.C .P

" R

.C .P

CATCH BASIN

RIM EL. 16.71

INV. EL. 12.31 (NE)

INV. EL. 12.31 (SE)

INV. EL. 12.31 (SW)

12" R.C.P.

CATCH BASIN

RIM EL. 17.88

INV. EL. 12.61 (NW)

INV. EL. 12.52 (SE)

" R

.C .P

18" P.V.C.

" P

.V .C

CATCH BASIN

RIM EL. 19.18

INV. EL. 13.48 (NE)

INV. EL. 13.48 (SE)

INV. EL. 13.48 (SW)

CATCH BASIN

RIM EL. 19.18

INV. EL. 12.76 (NE)

INV. EL. 12.76 (NW)

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:28:42 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text

ELC

AutoCAD SHX Text

BST

AutoCAD SHX Text

BST

AutoCAD SHX Text

LEGEND

Ernest Cross-Out

Ernest

DDCV

HYD

FDC

VIC

WPB

GATE

Building B-12

B-7

Building B-3 Pa rk ing G ar ag e

W W

UNK

GAS

IRR

UNK

.77

20.77

20.76 20.72

.58

20.50

20.6620 .59

.38

19.69

19.72

18.34

.11

18.26 18.37

18.62

18.9218.97

18.97

19.04

18.90 18.86

18.93 19.08

19.26

19.21

19.34

19.40

18.73

.97

18.75

19.18

19.7019.88 19.98

20.35 20.42

20.20

20.26

19.37

19.46

20.28 20.42

20.33

20.16

20.09

19.83

19.87 19.60

19.63

19.2819.18

19.14 19.34

19.38

19.40

19.2519.14

19.12

.23 19 .38

.96

18.90

18.7118.72

18.58 18.58

18.92

18.46 18.34

18.07 18.19

.4819

.80

.95

20.62

.58

20.40

.50

.57

.44

.49

.25

.16

.20

.22

.25

.30

.51

20.27

20.43

20.18 20.3020

.48

.56

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.44

.38 20

.12

.27

.24

.37

.49

20.47

20.46

.46

20.55

.58

20.60

20.61 20.54

20.51

20.48

20.58

20.64

.81

20.11

.95

.18

.09

.52

.26

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.09

.24

.420

.60

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.27

17.08 15.48

15.79

18.31

15.89

19.08

16.00

20.09

20.80 16.11

16.28

20.80

16.42

16.40

16.52

16.3820.84

20.7916.46

.39

20.76

16.66 20.85

.50

.55

16.35 18.50

16.32 17.73

17.0516.24

16.16 16.93

16.7716.24

16.23 16.22 16.61

16.52

16.4515 .9

15.86

15.96

15.87

15.75

16.43

16.42 16.45

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.33

17.40

18.34

18.36

19.77 19.81

19.88

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20.31

20.34

20.27

20.23

.21

20.22

20.18

20.30 20.22

19.90

.62

19.64

19.83

20.02 20.11

20.21

20.19

20.16 20.24

20.30 20.30

20.23

20.33 20.35

20.35

20.34

20.28

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20.20

.21

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.23

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19.78 19.82

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18.80

18.85

18.92

16.89 16.77

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17.42

16.84

16.59

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15.76

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16.35

16.38

16.91

.01

16.4015.96

.92

D D

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

N O

R T

FDC

= BELLSOUTH TELEPHONE MANHOLE

= SIAMESE CONNECTION

= WATER SPRINKLER VALVE

= WATER GATE VALVE

= FIRE HYDRANT

= CABLE TELEVISION RISER

= CURB INLET

= CATCH BASIN

= POSTED SIGNS

= ELECTRIC BOX

= CONCRETE LIGHT POLE

= BELLSOUTH TELEPHONE RISER

= SANITARY MANHOLE

CTV

HYD

SCV

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING BURRIED ELECTRIC LINEIRR

= EXISTING UNKNOWN LINEUNK

= EXISTING GAS LINEGAS

CATCH BASIN

RIM EL. 18.20

INV. EL. 10.85 (NE)

INV. EL. 13.30 (SE)

INV. EL. 10.85 (SW)

" R

.C .P

CATCH BASIN

RIM EL. 19.00

INV. EL. 11.60 (NE)

INV. EL. 11.60 (SW)

" R

.C .P

DRAINAGE MANHOLE

RIM EL. 20.24

INV. EL. 11.54 (NE)

INV. EL. 13.04 (SE)

INV. EL. 16.09 (S)

INV. EL. 13.34 (SW)

INV. EL. 13.04 (W)

18" H.D.P.E.

DRAINAGE MANHOLE

RIM EL. 20.64

18" H .D

.P.E.18 " H

.D.P.E.

8" P.V.C.

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:28:49 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text

ELC

AutoCAD SHX Text

BST

AutoCAD SHX Text

BST

AutoCAD SHX Text

LEGEND

Ernest Cross-Out

Ernest

HYD

ICV

WPB

WPBWPB

WPB

14 14

14 14 14

15 15

WWWWWWWW

WWW

WWWWWWWWWW

W W

BEBE

BEBEBE

BE BE BE BE BE BE

UNK

D D

FOFO

IRR

16.40

16.38

.77

19.98 18 .34

.84

15.63

.80

.92

15.80

15.88

.07

15.93

.63

.38

15.79

16.03

.67

14.03

13.85

13.76

.00 14.61

14.59

.68

14.66

.3414.32

.75

.35

.44

.09

.47 15

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.93

.22

.74

.54

13.72

.12

.82

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13.5514 .49

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.66

13.23

13.90

14.96

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13.7413 .66

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16.73

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16.61

15.64

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16.43

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15.98 16.45

16.02 15.52

16.40

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16.51 16.59

16.03

16.25

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16.38

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16.16

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116.28

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16.28

15.80

16.08

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15.90

16.02

15.59

15.60

16.35

15.84

16.29

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16.80

16.47

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16.35

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16.41

16.48

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16.48

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15.69

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14.55

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16.37

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15.93

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17.40

18.41

18.32

16.42

15.99

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16.01

18.11

18.17

18.24

18.28

18.31

.03

16.11

.53

.56

.75

.66

.49

.76

16.66

.73

.72

16.70

18.13

16.86

17.90

.80

16.58

.38

.19

.10

.06

.24

.37

16.55

17.72

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15.74

15.76 15 .64

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16.60

15.92

15.65

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15.57

15.95

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17.73

18.27

18.34

.58

.81

16.98

17.49

18.05

.21

.18

17.87

16.77

18.10 18.03

18.36

18.4618.57

18.85

19.06 19.04

18.88

18.70

18.55

18.33

16.41

.47

.50

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16.37

16.56 16.16

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.46

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15.81

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15.72

16.69 16.29

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15.21

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15.29

15.33

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15.69

.69

.55

15.29

.90

.53

.78

.72

.42

14.36

15.65

15.37

15.32

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15.9115.52

15.8715.45

15.46

15.44

.27

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.81

.53

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14.07

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16.43

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.36

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.40

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.62

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.31

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.72

15.52

17.07

17.58

18.18

17.61

17.75 17.72

18.2818.37

18.37

18.02

D D D D D D D D D D D D D D D D D

D D

D D D D D D D D D D D D D D D D

Unknown

Unknown Unknown

Unknown

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

N O

R T

FDC

= BELLSOUTH TELEPHONE MANHOLE

= SIAMESE CONNECTION

= WATER SPRINKLER VALVE

= WATER GATE VALVE

= FIRE HYDRANT

= CABLE TELEVISION RISER

= CURB INLET

= CATCH BASIN

= POSTED SIGNS

= ELECTRIC BOX

= CONCRETE LIGHT POLE

= BELLSOUTH TELEPHONE RISER

= SANITARY MANHOLE

CTV

HYD

SCV

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING BURRIED ELECTRIC LINEIRR

= EXISTING UNKNOWN LINEUNK

= EXISTING GAS LINEGAS

18" R .C.P.

24" R.C.P.

CATCH BASIN

RIM EL. 14.72

INV. EL. 9.97 (NE)

INV. EL. 8.77 (NW)

INV. EL. 7.97 (SE)

24" R.C.P.

DRAINAGE MANHOLE

RIM EL. 15.46

INV. EL. 7.77 (NW)

INV. EL. 7.77 (SE)

24" R.C.P.

DRAINAGE MANHOLE

RIM EL. 16.40

INV. EL. 7.64 (NW)

INV. EL. 7.57 (E)

24" R.C.P.

15" R .C

.P.

CATCH BASIN

RIM EL. 15.38

INV. EL. 7.08

(N.,S.,E.,W.

CATCH BASIN

RIM EL. 15.12

INV. EL. 11.32 (N)

INV. EL. 12.09 (S)

CATCH BASIN

RIM EL. 13.49

INV. EL. 9.29 (SW)

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:28:56 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text

ELC

AutoCAD SHX Text

BST

AutoCAD SHX Text

BST

AutoCAD SHX Text

LEGEND

Ernest Cross-Out

Ernest

TOB

V IC

VIC

WPB

GATE

14 13

11 10

14 13 12

17 17

19 18 17 16 15 14 13

19 19

WWWW

W W

W W W W W W W W W W W W W

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FO FO

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BE BE BE BE

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BE BE BE BE BE BE BE BE BE BE BE BE BE BE

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IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

IRR

BE BE BE BE BE BE BE BE BE

BE BE BE BE

BE BE

17.2217.27

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17.43

17.52

17.51

17.41

17.35

17.21

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.82

17.03

.75

.11

.92

16.90

16.83

16.69

16.6516.57

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17.06

16.96

16.95

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16.70

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16.81

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15.59

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14.88

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14.86 14.39

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14.96

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15.08

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15.35

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15.92

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14.83

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15.23 15.12

14.66

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15.51

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14.76

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9.7

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9.6

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12.22

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15.93

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16.36

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16.15

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15.3615.00

14.96

14.9314.9514.93

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15.17

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15.53

17.70

17.80

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.04

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16.76

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16.91

17.06

17.13

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17.53

16.45

16.02 15.52

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15.37

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16.40

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.5816.02 16.01

16.51 16.59

16.25

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16.38

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15.35 15.34

15.7715.78 15.58

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.74 15

.60

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17.00

.65

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16.76 16.84

16.65

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16.72

16.7216.6116.68

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16.83

16.3516.2516 .55

16.17

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18.57

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18.55 18.13

18.08

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17.70

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17.21

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16.88

16.65

16.63

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16.76

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13.51

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18.10 18.05

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16.96

16.65

16.51

16.81

16.74 16.68

16.57 16.70

16.71 16.55

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17.47

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D D

DD D D D D D D D D D D D D D D D D D D

D D

Unknown Unknown

Unknown

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

N O

R T

FDC

= BELLSOUTH TELEPHONE MANHOLE

= SIAMESE CONNECTION

= WATER SPRINKLER VALVE

= WATER GATE VALVE

= FIRE HYDRANT

= CABLE TELEVISION RISER

= CURB INLET

= CATCH BASIN

= POSTED SIGNS

= ELECTRIC BOX

= CONCRETE LIGHT POLE

= BELLSOUTH TELEPHONE RISER

= SANITARY MANHOLE

CTV

HYD

SCV

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING BURRIED ELECTRIC LINEIRR

= EXISTING UNKNOWN LINEUNK

= EXISTING GAS LINEGAS

CATCH BASIN

RIM EL. 14.13

INV. EL. 8.88 (S)

" R

.C .P

CATCH BASIN

RIM EL. 13.08

INV. EL. 7.23 (N)

INV. EL. 7.23 (W)

24" R.C.P.

CATCH BASIN

RIM EL. 15.98

INV. EL. 12.55

CATCH BASIN

RIM EL. 15.91

INV. EL. 11.66 (N)

INV. EL. 11.36 (S)

" R

.C .P

MITER END SECTION

INV. EL. 11.38

18" C.M.P.

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:29:03 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text

ELC

AutoCAD SHX Text

BST

AutoCAD SHX Text

BST

AutoCAD SHX Text

LEGEND

Ernest Cross-Out

Ernest

D D

DFL

21.3'

9.5'

19.6'

5'33.3'0.

54.2'0.

38.0'

10.4'

66.6'

8.5'

2.1'

202.0'

BUS

SHELTER

S S

DDDDDDDDDDDDDDDDDD

CO RDRDRDRD

COCOCO

D D

S S S S S S S S S S S S S S S S S S

HYD

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TRANS

WPB

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X

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TOBTOBTOBTOB

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TOBTOBTOBTOBTOBTOBTOB

TOB

TOE TOE TOE TOE TOE TOE TOE TOE

TOE

TOE TOE TOE

TOE

W W

FDC

DUMPSTER

PAD

C O

S S

TOB

WPB

Building B-22

Building B-13

Building B-14

14 13

11 10

14 13 12 11 10

14 13 12 11

141312

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W W

PROPANE GAS

BE BE BE

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GAS GAS

FO FO

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15.15

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15.39

15.76

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13.78

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13.78

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16.07

.62

16.39 16.50 16.44

16.43 16 .09

15.46

.4616.45

14.88

.44

7.12

14.78

15.15

15.52

15.03

14.17

14.90

14.91

.73

15.47

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

N O

R T

FDC

= BELLSOUTH TELEPHONE MANHOLE

= SIAMESE CONNECTION

= WATER SPRINKLER VALVE

= WATER GATE VALVE

= FIRE HYDRANT

= CABLE TELEVISION RISER

= CURB INLET

= CATCH BASIN

= POSTED SIGNS

= ELECTRIC BOX

= CONCRETE LIGHT POLE

= BELLSOUTH TELEPHONE RISER

= SANITARY MANHOLE

CTV

HYD

SCV

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING BURRIED ELECTRIC LINEIRR

= EXISTING UNKNOWN LINEUNK

CATCH BASIN

RIM EL. = 13.79

INV. EL. = 10.79 (SW)

INV. EL. = 10.79 (NW)

BOTTOM EL. = 8.79

CATCH BASIN

RIM EL. = 14.00

INV. EL. = 9.50 (NE)

INV. EL. = 8.60 (SW)

BOTTOM EL. = 6.50

CATCH BASIN

RIM EL. = 14.52

INV. EL. = 11.57 (E)

BOTTOM EL. = 10.52

12" NYLOPLAST CATCH BASIN

RIM EL. = 16.04

INV. EL. = 13.24 (N)

INV. EL. = 13.24 (SE)

12" NYLOPLAST CATCH BASIN

RIM EL. = 15.88

INV. EL. = 13.28 (NW)

INV. EL. = 13.28 (S)

12" NYLOPLAST CATCH BASIN

RIM EL. = 15.65

INV. EL. = 13.39 (N)

SANITARY MANHOLE

RIM EL. = 15.72

INV. EL. = 10.79 (E)

INV. EL. = 11.27 (S)

INV. EL. = 10.52 (SW)

SANITARY MANHOLE

RIM EL. = 14.55

INV. EL. = 9.60 (NE)

INV. EL. = 9.65 (W)

SANITARY MANHOLE

RIM EL. = 14.68

INV. EL. = 9.48 (SW)

6' CHAINLINK

FENCE

FIRE STATION

CONCRETE PARKING

5' CONCRETE WALK

ASBUILT CONCRETE PARKING

EXISTING CONCRETE PARKING

5' CONCRETE WALK

LIFT STATION

FACE OF WALL

1" PVC PIPE

TOP EL. 11.33

= EXISTING GAS LINEGAS

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:29:11 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

AutoCAD SHX Text

IRR

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text

ELC

AutoCAD SHX Text

BST

AutoCAD SHX Text

BST

AutoCAD SHX Text

LEGEND

Ernest Cross-Out

Ernest

H R

HYD GV

Parking Garage

Building B-1

18 18

19 19

BE BE BE BE BE BE BE BE BE BE

17.62

.05

17.45

17.31 17.71 17.18

15.1214.86

17.24

17.15

15.29

15.27

15.32

.49

.04

.02

18.87

.44

.84

18.8819 .40

.75

19.14

.75

19.66

.32

.77

.42

18.85

.71

18.99

.1119

.16

.2919.40

.00

.78

.6919

.21

.63

.66

.00

.18

.88

.19

20.21

.74

.38

.05

19.39

20.15

.72

19.56

.57

.39

.51

.20

19.57

19.72

.06

18.93

.41

.72

18.30

.76

.12

.98

.02

.40

.0618.48

18.02

.33

.9717

.92

.3918 .38

.99

.12

.8018.16

17.48 15.09

14.78

17.75

14.54

17.98

.0315

.0415 .1215

.2715 .4415

.5816.59

16.92 15.47

.57

15.45

16.6717.05

17.18

.54

.99

15.41 15 .11

.95

.77

.70

18.26

.94

20.49

20.00

.51

.89

20.42

20.20

.65

20.29 19.82

19.87

.80

20.75

20.33

20.8 20.9

21.01

.720

.08

.02

19.65

19.26

.89

20.46

20.96

20.86

20.57

20.00

.53

19.93

20.66

20.40

20.61

20.73

21.21

21.19 20.77

21.23

20.60 20.41

20.62 20.49

.55

20.39

.31

.23

20.20

.05

18.56

19.31

18.9918.91

.70

.69

19.18

19.17

.59

.94

.45

.34

.77

.69

.21

18.47

.11

.96

18.3317.94

17.61

18.01

17.7817.74 18.34

.46

17.61

.76

.38

.86

.06

18.05

.84

.63

17.24

.10

17.18

.2017

.22

.29

.11

17.46

17.55

17.08

.9916 .87

.36

.52

17.43

17.69

.04

16.93

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.1417

.18

.19

17.47

17.5718 .01

.71

.23

.27

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.82

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17.59

.76

.7617

.85

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.0718

.12

.17

.98

18.23

18.57

18.53

.98

.41

18.52

18.62

18.93

.14

18.67

18.47

.52

.54

.36

.79

18.00 17 .55

17.49

.97

.49

17.51

17.4517.45

17.52 18.06

18.47 18.46 17.90

.87

18.1218.62

17.66

17.46

.42

17.95

.23

17.75

.05

17.13 17 .09

.09

17.26

.24

17.11

.62

.76

.75

16.60

.12

16.76

17.27

17.33

.75

.78

.24 16

.69

.75

.61

.97

.86

.91

.85

17.38

17.43 17.43 17.41

17.4

.95

.70

.15

.34

.50

.80

.83

.59

.76

.91

.07

.33

.64

.72

20.66

.29

.16

20.01

.64

19.72

19.07

.40

.60

.09

.13

.97

.88

.50

.48

19.00

.43

.64

.80

.34

.51

.11

.56

19.28

19.52

.21

19.83

.22

.24

.62

.89

19.74

19.87

.92

.23

.54

20.42

20.69

.41

.19

.80

.58

20.13

.39

19.96 20.07

.06

19.52

19.64 19.25

.71

19.03 19.48

19.01

18.93 19.05

.27

19.58 19.58

18.97

18.55

18.64

D D

D D D D D D D D D D D D D

D D

D 15.38

15.23

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

N O

R T

FDC

= BELLSOUTH TELEPHONE MANHOLE

= SIAMESE CONNECTION

= WATER SPRINKLER VALVE

= WATER GATE VALVE

= FIRE HYDRANT

= CABLE TELEVISION RISER

= CURB INLET

= CATCH BASIN

= POSTED SIGNS

= ELECTRIC BOX

= CONCRETE LIGHT POLE

= BELLSOUTH TELEPHONE RISER

= SANITARY MANHOLE

CTV

HYD

SCV

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING BURRIED ELECTRIC LINEIRR

= EXISTING UNKNOWN LINEUNK

= EXISTING GAS LINEGAS

18" R.C.P.

DRAINAGE MANHOLE

RIM EL. 19.82

INV. EL. 14.42 (NW)

INV. EL. 14.12 (S)

" R

.C .P

CATCH BASIN

RIM EL. 19.32

INV. EL. 13.77 (N)

INV. EL. 13.75 (SE)

18" R.C.P.

DRAINAGE BASIN

RIM EL. 19.39

INV. EL. 14.14 (NE)

INV. EL. 13.59 (NW)

INV. EL. 10.59 (SW)

INV. EL. 10.64 (SE)

" R

.C .P

24" R.C.P.

8" P

.V .C

" R

.C .P

.CATCH BASIN

RIM EL. 17.41

INV. EL. 10.50 (NE)

INV. EL. 10.50 (SW)

CATCH BASIN

RIM EL. 17.06

INV. EL. 10.52 (N)

INV. EL. 10.07 (S)

INV. EL. 9.87 (E)

INV. EL. 10.32 (NW)

" R

.C .P

12" R.C.P.

24" R.C.P.

CATCH BASIN

RIM EL. 14.84

INV EL. 8.64 (E)

INV. EL. 9.19 (W)

24" R.C.P.

CATCH BASIN

RIM EL. 14.25

INV. EL. 4.95 (E)

INV. EL. 5.05 (W)

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:29:18 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text

ELC

AutoCAD SHX Text

BST

AutoCAD SHX Text

BST

AutoCAD SHX Text

LEGEND

Ernest Cross-Out

Ernest

TOB

YDYD

V IC

VIC

Parking Garage

19 18 17 16 15 14 13

19 19

18 18

18 17 16 15 14 13 12 11 10

19 18 17

15 14

W W

IRR

BE BE BE BE

BE BE BE BE BE

.2416.70

.18

.48

.00

.37

.36

.04

.02

.25

.64

.96

.05

.47

.59

.9015

.28

.75

12.61

.32

.63

.43

.03

16.60

.06

.39

.30

.63

.02

9.8

.40

16.23

16.27 16.19

.28

.70

.0016

.0618 .46

.43

.6115

.80

.61

.54 18

.06

.94

.39

.90

.9619

.74

.13

.45

.01

.92

.68

.65

.56

.61 17

.58

.89

.00

17.00

.7417.09

16.76 16.84

16.65

.69

16.72

16.7216.6116.68

.93

.59

16.83

16.3516.25

.02

16.17

16.21

.55

16.17

15.82

.17

15.92 15.84

.19

.27

.2915

.13

.23

.24

.18

15.69

15.79

.75

.46

.17

.37

.01

15.8915.93

.25

16.00

.99

15.31

.56

15.6415.27

.06

.79

16.30

.67

16.36

16.13

16.04

.59

.10

.87

.65

16.33 16.22

16.30 16.34

16.29 16.26

16.0116.03

15.97

15.91

15.83

15.76

16.89

16.92

.12

16.82

16.80

17.17

.58

17.35 17.28

.01

.49

.75

17.77

.13

17.72

17.67

.16

.66

18.28

18.31

.55

18.19

17.74

.41

.72

18.30

.76

.12

.98

.02

.40

.0618.48

18.02

.33

.9717

.92

.3918 .38

.12

.8018.16

17.48 15.09

14.78

17.75

14.54

17.98

14.58

.75

.54

.93

.44

.83

.14

15.90

15.82

15.25 15.28

.73

.68

.62

.72

.79

14.65

.79

.57

.55

.55 14

.60

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.23

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14.77

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.2115 .0615

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15.02

18.26

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11.43

15.24

15.15

11.68

11.6014.85

.32 17.88

16.65

16.63

16.69

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16.76

.4715 .96

.41

.44

.21

.01

.33

.31

.23

.19

.27

.2520.05

.93

.08

19.98

.96

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13.51

.72

.86

.84

314.2614.17 14.06

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.81

15.89

15.85

17.11

16.15

15.80

15.98

16.25

16.5115 .90

.11

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9.8

9.7

9.6

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15.44

15.87

15.98

81 9.

9.9

9.7

16.41

9.89

9.97

9.70

9.68

9.70 16.81

16.81 16.23

9.8

9.7

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.41

15.59

15.68

15.72

.65

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16.89 16.63

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.50

16.79

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.41

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.40

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.3111.29

.29

D D D D D D D D D D

15.23

Unknown

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

N O

R T

FDC

= BELLSOUTH TELEPHONE MANHOLE

= SIAMESE CONNECTION

= WATER SPRINKLER VALVE

= WATER GATE VALVE

= FIRE HYDRANT

= CABLE TELEVISION RISER

= CURB INLET

= CATCH BASIN

= POSTED SIGNS

= ELECTRIC BOX

= CONCRETE LIGHT POLE

= BELLSOUTH TELEPHONE RISER

= SANITARY MANHOLE

CTV

HYD

SCV

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING BURRIED ELECTRIC LINEIRR

= EXISTING UNKNOWN LINEUNK

96" C.M.P.

TOP PIPE EL. 13.84

INVERT EL. 5.76

96" C.M.P.

TOP PIPE EL. 12.62

INVERT EL. 4.54

18" C.M.P.

INVERT EL. 15.24

= EXISTING GAS LINEGAS

CATCH BASIN

RIM EL. 14.25

INV. EL. 4.95 (E)

INV. EL. 5.05 (W)

24" R.C.P.

15" P.V.C.

18" C.M.P.

CATCH BASIN

RIM EL. 16.71

INV EL. 11.81 (NE)

INV. EL. 11.96 (W)

12" R.C.P.

CATCH BASIN

RIM EL. 14.40

INV. EL. 8.65 (NW)

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:29:25 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text

ELC

AutoCAD SHX Text

BST

AutoCAD SHX Text

BST

AutoCAD SHX Text

LEGEND

Ernest Cross-Out

Ernest

TOB

TOB TOB

TOB

TOB TOB

TOB

TOB TOB

H R

Gate

Gat e

Gate

G V

WPB

Building B-10

1616 16

17 16

12131415

14 15 16

12 13 14

15141312

19 20

W W

UNK

BEBEBEBEBEBE

BEBEBEBE

BE BE BE BE BE BE BE

UNK

BEBEBEBE

UNK

IRR

D DD D

Unknown2

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

N O

R T

= EXISTING GUARDRAIL

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING UNKNOWN LINE

= EXISTING GAS LINEUnknown

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:29:33 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text

LEGEND

Ernest Cross-Out

Ernest Typewritten Text

CYPRESS

OAK

PALM

PINE

AUSPINE

UNKNOWN

BUS

TOB TOB TOB

TOB

TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB

TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE

YDYD

YD YD YD

H R

Gate

ICV

WPB

WPB Building B-7

Building B-4

13 14

17 18

14 14

W W

W D

BEBE

BEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBEBE

BEBEBEBE

BEBE

UNK

UNKUNK

UNK

IRR

U N

K U

K BE

D D

D DD D

Unknown

D S

U R

R S

D P

T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

N S

B Y

D A T E

E O

N N

O . L

N E

) 4

-7

, S

H , F

W eb

S ite

: w w w .fr ss ur ve y.

co m

N O

R T

= EXISTING GUARDRAIL

= EXISTING FIBOR OPTIC LINE

= EXISTING BURRIED ELECTRIC LINE

= EXISTING UNKNOWN LINE

= EXISTING GAS LINEUnknown

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 8/8/2022 9:29:37 PM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

CYPRESS

OAK

PALM

PINE

AUSPINE

UNKNOWN

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

AutoCAD SHX Text D 17-006.B

AutoCAD SHX Text

SPECIFIC PURPOSE SURVEY

AutoCAD SHX Text

OF VA MEDICIAL CENTER WEST PALM BEACH FOR

AutoCAD SHX Text

ATRIAX CONSTRUCTION

AutoCAD SHX Text 1" =

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text

LEGEND

Ernest Cross-Out

TOB

Gate

DDCV

ICV

WPB

14 15 16

12 13 14

15141312

14 15

201918

13 14

15 16

19 20

UNK

IRR

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File details come from the government source that posted it. Updated Mar 14, 2023.