ATTACHMENT 29 Addendum 2 Drawings.pdf

SOIL BORING "B-2A"

ELEVATION 5.52

SOIL BORING "B-1"

ELEVATION 6.9

SOIL BORING "B-2"

ELEVATION 6.5

SOIL BORING "B-1A"

ELEVATION 6.58

FENCE

MOTOR

ROOF ACCESS

LADDER

FF EL 9.21

FF EL 9.16

FF EL 9.28 FF EL 9.16

COVERED

CONC AREA

COVERED

CONC AREA

WITH SIGN

POLES

B U

I L

D I

N G

3.1'

.0

2.9'

.3

30.2'

.0

3.1'

.3

29.1'

7.

7'

21.4'

7.

6'

37.5'

.3

G

AT

E

TBM #101

SET PK&D

STAMPED "TRAVERSE LB 8126"

N: 530948.19 E: 913634.49

ELEVATION 4.97

GATE

GATE

6' METAL

FENCE

6' CHAIN

LINK FENCE

COVERED

CONC AREA

ASPHALT

DRIVE

7 8

BOLLARD

(TYP)

R

AM

P

R

AM

P

ST

O

P

BA

R

CONC SIDEWALK

8" CURB

(TYP)

10" RETAINING

WALL

10" RETAINING WALL

FF EL 11.58

CONC

STEPS

CONC

DRIVE

CONC DOCK

FF EL 6.90

G

AT

E

FLOOR EL

AT DOOR 5.84

FF EL 7.58

WALL

B U I L D I N G

6" METAL PIPE

90° RISER

COVERED

CONC AREA

24.5'

.1

0.9'

3.

0'45.3'

.4

11.2'

.3

UGS

DEPTH 3'-5'

END OF MARKINGS (DU)

UGS

DEPTH 3'-5'

6' CHAIN LINK FENCE

4" METAL PIPE

FROM GROUND

8" METAL PIPE

FROM GROUND

COLUMN

SOIL BORING "B-2"

ELEVATION 7.0

SOIL BORING "B-1"

ELEVATION 6.9

C O

N C

R

AM

P

B U I L D I N G

B U I L D I N G

B U I L D I N G

COVERED AREA

G

AT

E

6' CHAIN LINK FENCE

WALL WITH DOOR

FOOTER WALL

WALL WITH DOOR

FF EL 8.34

FF EL 8.47

FF EL 7.48

FF EL 7.44

CONC CONC CONC

CONC

CONC

CONC

6.7

6.7

6.7 66.8

6.9

0 6.7

6.8

6.8

6.8

6.7

6.9

4.7

5.0

5.1

5.2

4.6

4.6

4.6

4.6

4.7

5.1 65.1

4.8

5.9

5.1

5.3

5.4

6.0

6.7

6.9

6.9

6.6 7 6.7

7.2

7.3

6.8

6.7

6.6 56.4

36.3

6.3

6.5

6.3

5.6

5.0

4.9

5.3

5.4

5.5

5.8

5.6

6.0

6.1

6.5

6.6

6.6

6.7

6.9

7.0

6.7

7.4

8.1

7.2

6.4

6.8

6.1

9.2

9.2

9.1

9.1

9.1

9.1

8.0

8.0

9.1

9.1

7.9

8.98.8 8.8

8.3 8.1

7.8

6.7

6.3

8.9

8.8

8.9

8.4

8.2

8.0

8.5 8.96.55.3

6.1

7.0

6.2

12"

12" 12"

10"

9"

4.7

5.1

5.4

6.3

6.7 0 7.0

6.5

7.4

6.7

6.8

6.7

6.9

6.8

6.8

6.8

6.9

7.4

7.5

7.4

7.4

7.5

8.8 3 8.8

8.9

8.9

8.9

8.8

8.3

7.0

6.4 6.7 7.2

7.1

7.2 7 7.3

7.4

7.5

7.7

7.6

7.4

7.5

7.4

7.1

7.2

7.3 9 11

.43

7.1

7.1

7.4

7.3

7.3

7.3

7.1 67.6

0 7.7

7.2

6.6

6.8

6.8

6.7

6.6

7.0 87.1

47.2

7.2

7.4

7.3

6.9 4 6.7

6.7 16.6

96.6

6.5

7.0 6.9

6.5

7.27.2

7.2 6.7

6.6

6.7

6.5

6.9

6.2

6.3

6.4

6.4

6.6

6.7

6.6

6.7

7.0

7.4 27.4

7.1

7.0 66.9

7.0

7.0

6.8

6.5 86.6

6.6

6.7

6.8

7.3

7.3

7.3 97.5

6.8

6.1

5.1

5.2

5.6

4.6

5.4

7.4

7.6

7.4 47.4

7.4

.53

.49

.50

.55

6.8

6.96.5

7.0

6.9

7.3

7.4

7.4

7.4

6.9

7.4

7.3

7.3

7.4

7.5

7.5

7.5

7.4

7.4 7.5 7.2

7.8

7.9

7.9

7.9

8.0

8.3

8.1

8.1

8.3 68.3

8.3

8.3

8.3 3 7.5

7.6

7.5

7.4 17.4

6 7.5

7.4 77.4

7.4

8.4

8.3

8.3

8.4

7.3

7.4

7.1

7.6

7.6

7.3

7.6

7.6

.45

.40

.47

7.0

7.4

7.2

8.0 2 11

.34

.31

7.9

7.8

7.4

.45 11

.53

7.5

7.5 5 11

.57

.66

.6

87.2'

.1

34.1' 0.

6'

86.1'

.8

31.1'

.4

TEMPORARY BOILER LOCATION

CONC

LIM

ITS O

F SURVEY

AREA N

OT SURVEYED

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

CONC

ASPHALT

DRIVE

ASPHALT

DRIVE

GRASS

' C

H

AI

N L

IN

K

FE

N

C E

GATE

SOIL BORING "B-1A"

ELEVATION 6.58

WITH SIGN

POLES

CURB INLET

STORM LINE

DEPTH 3'-5'

STORM LINE

DEPTH 2'-4'

STORM LINE

DEPTH 3'-5'

END OF

MARKINGS (DU)

END OF MARKINGS (DU)

STORM LINE

DEPTH 2'-4'

POWER LINE

DEPTH 1'-3'

POWER LINE

DEPTH 4'-6'

W 12" METAL PIPE INV 4.76

(UNABLE TO OBTAIN E INV)

6" METAL PIPE

90° RISER

DROP INLET

GRATE EL 6.94

BOTTOM EL 3.22

UNABLE TO OBTAIN INVERTS

(FULL OF WATER & DEBRIS)

DROP INLET

GRATE EL 7.16

N 12" RCP INV 0.67

E 12" RCP INV 0.67

UGS

DEPTH 3'-5'

END OF MARKINGS (DU)

UGS

DEPTH 3'-5'

END OF

MARKINGS (DU)

MARKED AS

WATER LINE

DEPTH 1'-3'

6' CHAIN LINK FENCE

POWER LINE

DEPTH 2'-4'

3" 4"

4" GAS PIPE

ABOVEGROUND

3" METAL PIPE

3" METAL PIPE

4" METAL PIPE

4" METAL PIPE

FROM GROUND

8" METAL PIPE

FROM GROUND

2.5' TANK

(TYP)

WATER LINE

DEPTH 2'-4' POWER LINE

DEPTH 2'-4'

SHOWN ON MAP

PROVIDED BY

GEOVIEW

POWER LINE

DEPTH 1'-3'

(APPROXIMATE LOCATION BASED

ON MAP PROVIDED BY GEOVIEW)

UNVERIFIED ELECTRICAL DUCT BANK

VERIFY IN FIELD

10" STORM DRAIN

DEPTH 3' - 4'

(APPROXIMATE LOCATION

BASED ON AS-BUILT DRAWINGS)

VERIFY IN FIELD

8" FIRE

8" FIRE

8" WATER

FPL DUCT

BANK

ELEV 4.72'

" R

C P

" R

C P

12" RCP

" R

CP

8" FIRE

8" TERRACOTTA WATER LINE

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING UNIDENTIFIED UTILITY

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

BORING LOCATION

EXISTING SIGN

EXISTING LIGHT

EXISTING UTILITY POLE

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

DEMOLITION AREA

EXISTING UTILITY TO BE DEMOLISHED

EXISTING SIDEWALK

EXISTING TREE TO BE REMOVED

EXISTING FIRE, UNDERGROUND

CS - 021_____________

EXISTING CONDITIONS

1. TOPOGRAPHIC INFORMATION OBTAINED FROM FIELD SURVEY PERFORMED

BY PENNONI ASSOCIATES.

2. ELEVATIONS BASED ON MIAMI DADE SURVEY CONTROL POINT "N-3004-A",

ELEVATION 8.86 FEET, AND "N-3005", ELEVATION 5.46 FEET, NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88).

3. UNLESS SPECIFICALLY STATED OR SHOWN HEREON TO THE CONTRARY, THIS

SURVEY IS MADE SUBJECT TO AND DOES NOT LOCATE OR DELINEATE:

A. RIGHTS OR INTERESTS OF THE UNITED STATES OF AMERICA OR THE

CITY OF MIAMI, OVER LANDS NOW OR FORMERLY FLOWED BY

TIDEWATER, BUT NO LONGER VISIBLE OR PHYSICALLY EVIDENT, OR

LANDS CONTAINING ANY ANIMAL, MARINE, OR BOTANICAL SPECIES

REGULATED BY OR UNDER THE JURISDICTION OF ANY FEDERAL, STATE,

OR LOCAL AGENCY.

B. BUILDING SETBACK LINES, ZONING REGULATIONS OR LINES

ESTABLISHED BY ANY FEDERAL, STATE OR LOCAL AGENCY WHICH MAY

AFFECT THE BUILDING OR DEVELOPMENT POTENTIAL OF THE SUBJECT

PROPERTY.

C. ANY SUBSURFACE OR SUBTERRANEAN CONDITION, EASEMENTS OR

RIGHTS, INCLUDING, BUT NOT LIMITED TO MINERAL OR MINING RIGHTS,

OR THE LOCATION OF OR RIGHTS TO ANY SUBSURFACE STRUCTURES,

CONTAINERS OR FACILITIES OR ANY OTHER NATURAL OR MAN-MADE

SUBSURFACE CONDITION WHICH MAY OR MAY NOT AFFECT THE USE OR

DEVELOPMENT POTENTIAL OF THE SUBJECT PROPERTY.

3. LOCATIONS OF ON AND OFF SITE UTILITIES AS SHOWN ARE APPROXIMATE

AND MAY OR MAY NOT BE COMPLETE. THE NATURE AND EXACT LOCATION OF

EXISTING UTILITIES SHOULD BE VERIFIED PRIOR TO INITIATING ANY ACTIVITY

THAT MAY AFFECT THEIR USE OR LOCATION.

4. A. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON

THIS PLAN HAVE BEEN TAKEN FROM EXISTING UTILITY RECORDS

AVAILABLE AT THE TIME THESE PLANS WERE PREPARED AND FROM

SURFACE OBSERVATION OF THE SITE.

B. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF

UNDERGROUND UTILITIES AND STRUCTURES IS NOT GUARANTEED.

C. IN ACCORDANCE WITH "UNDERGROUND FACILITY DAMAGE PREVENTION

AND SAFETY ACT" FLORIDA STATUTES, CHAPTER 556. THE CONTRACTOR

SHALL NOTIFY ALL UTILITIES WITHIN THE WORK AREA VIA THE SUNSHINE

ONE CALL SYSTEM, INC. (800-432-4770) A MINIMUM OF 2 WORKING DAYS

BEFORE THE START OF EXCAVATION

D. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF ALL

UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE START OF

WORK.

GENERAL NOTES:

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

Revisions DateRevisions Date

546-22-110 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/08/2023 CRHJS

MIAMI, FLORIDA

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

100% CONSTRUCTION

DOCUMENTS

HVAC SYSTEM UPGRADE

AND EXPANSION B44

1. ADDENDUM #2 2025-01-31

SOIL BORING "B-1"

ELEVATION 6.9

SOIL BORING "B-1A"

ELEVATION 6.58

ROOF ACCESS

LADDER

30.2'

10" RETAINING WALL

FF EL 11.58

CONC

STEPS

CONC

DRIVE

CONC DOCK

FLOOR EL

AT DOOR 5.84

FF EL 7.58

WALL

B U I L D I N G

6" METAL PIPE

90° RISER

COVERED

CONC AREA

24.5'

.1

0.9'

3.

0'45.3'

.4

11.2'

.3

UGS

DEPTH 3'-5'

END OF MARKINGS (DU)

6' CHAIN LINK FENCE

4" METAL PIPE

FROM GROUND

8" METAL PIPE

FROM GROUND

COLUMN

SOIL BORING "B-2"

ELEVATION 7.0

SOIL BORING "B-1"

ELEVATION 6.9

C O

N C

R

AM

P

B U I L D I N G

B U I L D I N G

COVERED AREA

G

AT

E

6' CHAIN LINK FENCE

WALL WITH DOOR

FOOTER WALL

WALL WITH DOOR

FF EL 8.34

FF EL 8.47

FF EL 7.48

FF EL 7.44

CONC

CONC CONC

CONC

CONC

CONC

6.7

6.9

6.9

6.6 7 6.7

7.2

7.3

6.8

6.7

6.6 56.4

36.3

6.3

6.5

6.3

6.6

6.6

6.7

6.9

7.0

6.7

7.4

8.1

7.9

8.9

6.3

6.7 0 7.0

6.5

7.4

6.7

6.8

6.7

6.9

6.8

7.0

6.4 6.7 7.2

7.1

7.2 7 7.3

7.4

7.5

7.7

7.6

7.4

7.5

7.4

7.1

7.2

7.3 9 11

.43

7.1

7.1

7.4

7.3

7.3

7.3

7.1 67.6

0 7.7

7.2

6.6

6.8

6.8

6.7

6.6

7.0 87.1

47.2

7.2

7.4

7.3

6.9 4 6.7

6.7 16.6

96.6

6.5

7.0 6.9

6.5

7.27.2

7.2 6.7

6.6

6.7

6.5

6.9

6.2

6.3

6.4

6.4

6.6

6.7

6.6

6.7

7.0

7.4 27.4

7.1

7.0 66.9

7.0

7.0

6.8

6.5 86.6

6.6

6.7

6.8

7.3

7.3

7.3 97.5

6.8

6.1

5.6

7.4

7.6

7.4 47.4

7.4

.53

.49

.50

.55

6.8

6.96.5

7.0 6.9

7.3

7.4

7.4

7.4

6.9 7.4

7.3

7.3

7.4

7.5

7.5

7.5

7.4

7.4 7.5 7.2

7.8

7.9

7.9

7.9

8.0

8.3

8.1

8.1

8.3 68.3

8.3

8.3

8.3 3 7.5

7.6

7.5

7.4 17.4

6 7.5

7.4 77.4

7.4

8.4

8.3

8.3

8.4

7.3

7.4

7.1

7.6

7.6

7.3

7.6

7.6

.45

.40

.47

7.0

7.4

7.2

8.0 2 11

.34

.31

7.9

7.8

7.4

7.4

.45 11

.53

7.5

7.5 5 11

.57 11 .55

7.5

.66

.6

87.2'

.1

34.1' 0.

6'

86.1'

.8

31.1'

.4

TEMPORARY BOILER LOCATION

CONC

CONC

LIM

ITS O

F SURVEY

AREA N

OT SURVEYED

AB

O

VE

G

R O

U N

D M

ET

AL

T

AN

K

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

CONC

CONC

SIDEWALK

CONC

SIDEWALK

W

AL

L W

AL

L

W

AL

L

W

AL

L

ASPHALT

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

GRASS

GRASS

GRASS

' C

H

AI

N L

IN

K

FE

N

C E

GATE

AB

O

VE

G

R O

U N

D M

ET

AL

T

AN

K

SOIL BORING "B-1A"

ELEVATION 6.58

STORM LINE

DEPTH 3'-5'

STORM LINE

DEPTH 2'-4'

STORM LINE

DEPTH 3'-5'

END OF

MARKINGS (DU)

END OF MARKINGS (DU)

POWER LINE

DEPTH 1'-3'

POWER LINE

DEPTH 4'-6'

W 12" METAL PIPE INV 4.76

(UNABLE TO OBTAIN E INV)

6" METAL PIPE

90° RISER

DROP INLET

GRATE EL 6.94

BOTTOM EL 3.22

UNABLE TO OBTAIN INVERTS

(FULL OF WATER & DEBRIS)

DROP INLET

GRATE EL 7.16

N 12" RCP INV 0.67

E 12" RCP INV 0.67

UGS

DEPTH 3'-5'

END OF MARKINGS (DU)

END OF

MARKINGS (DU)

MARKED AS

WATER LINE

DEPTH 1'-3'

6' CHAIN LINK FENCE

POWER LINE

DEPTH 2'-4'

3" 4"

4" GAS PIPE

ABOVEGROUND

3" METAL PIPE

3" METAL PIPE

4" METAL PIPE

4" METAL PIPE

FROM GROUND

8" METAL PIPE

FROM GROUND

2.5' TANK

(TYP)

WATER LINE

DEPTH 2'-4' POWER LINE

DEPTH 2'-4'

SHOWN ON MAP

PROVIDED BY

GEOVIEW

POWER LINE

DEPTH 1'-3'

(APPROXIMATE LOCATION BASED

ON MAP PROVIDED BY GEOVIEW)

UNVERIFIED ELECTRICAL DUCT BANK

VERIFY IN FIELD

10" STORM DRAIN

DEPTH 3' - 4'

(APPROXIMATE LOCATION

BASED ON AS-BUILT DRAWINGS)

VERIFY IN FIELD

" M

ET

AL

8" FIRE

8" FIRE

8" WATER

FPL DUCT

BANK

ELEV 4.72'

FPL VAULT

" R

C P

" R

C P

12" RCP

" R

CP

" R

CP

8" FIRE

8" TERRACOTTA WATER LINE

8" T

ERRACOTTA W

ATER LINE

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING UNIDENTIFIED UTILITY

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

BORING LOCATION

EXISTING SIGN

EXISTING LIGHT

EXISTING UTILITY POLE

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

DEMOLITION AREA

EXISTING UTILITY TO BE DEMOLISHED

EXISTING SIDEWALK

EXISTING TREE TO BE REMOVED

EXISTING FIRE, UNDERGROUND

CS - 022_____________

EXISTING CONDITIONS

1. TOPOGRAPHIC INFORMATION OBTAINED FROM FIELD SURVEY PERFORMED

BY PENNONI ASSOCIATES.

2. ELEVATIONS BASED ON MIAMI DADE SURVEY CONTROL POINT "N-3004-A",

ELEVATION 8.86 FEET, AND "N-3005", ELEVATION 5.46 FEET, NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88).

3. UNLESS SPECIFICALLY STATED OR SHOWN HEREON TO THE CONTRARY, THIS

SURVEY IS MADE SUBJECT TO AND DOES NOT LOCATE OR DELINEATE:

A. RIGHTS OR INTERESTS OF THE UNITED STATES OF AMERICA OR THE

CITY OF MIAMI, OVER LANDS NOW OR FORMERLY FLOWED BY

TIDEWATER, BUT NO LONGER VISIBLE OR PHYSICALLY EVIDENT, OR

LANDS CONTAINING ANY ANIMAL, MARINE, OR BOTANICAL SPECIES

REGULATED BY OR UNDER THE JURISDICTION OF ANY FEDERAL, STATE,

OR LOCAL AGENCY.

B. BUILDING SETBACK LINES, ZONING REGULATIONS OR LINES

ESTABLISHED BY ANY FEDERAL, STATE OR LOCAL AGENCY WHICH MAY

AFFECT THE BUILDING OR DEVELOPMENT POTENTIAL OF THE SUBJECT

PROPERTY.

C. ANY SUBSURFACE OR SUBTERRANEAN CONDITION, EASEMENTS OR

RIGHTS, INCLUDING, BUT NOT LIMITED TO MINERAL OR MINING RIGHTS,

OR THE LOCATION OF OR RIGHTS TO ANY SUBSURFACE STRUCTURES,

CONTAINERS OR FACILITIES OR ANY OTHER NATURAL OR MAN-MADE

SUBSURFACE CONDITION WHICH MAY OR MAY NOT AFFECT THE USE OR

DEVELOPMENT POTENTIAL OF THE SUBJECT PROPERTY.

3. LOCATIONS OF ON AND OFF SITE UTILITIES AS SHOWN ARE APPROXIMATE

AND MAY OR MAY NOT BE COMPLETE. THE NATURE AND EXACT LOCATION OF

EXISTING UTILITIES SHOULD BE VERIFIED PRIOR TO INITIATING ANY ACTIVITY

THAT MAY AFFECT THEIR USE OR LOCATION.

4. A. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON

THIS PLAN HAVE BEEN TAKEN FROM EXISTING UTILITY RECORDS

AVAILABLE AT THE TIME THESE PLANS WERE PREPARED AND FROM

SURFACE OBSERVATION OF THE SITE.

B. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF

UNDERGROUND UTILITIES AND STRUCTURES IS NOT GUARANTEED.

C. IN ACCORDANCE WITH "UNDERGROUND FACILITY DAMAGE PREVENTION

AND SAFETY ACT" FLORIDA STATUTES, CHAPTER 556. THE CONTRACTOR

SHALL NOTIFY ALL UTILITIES WITHIN THE WORK AREA VIA THE SUNSHINE

ONE CALL SYSTEM, INC. (800-432-4770) A MINIMUM OF 2 WORKING DAYS

BEFORE THE START OF EXCAVATION

D. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF ALL

UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE START OF

WORK.

GENERAL NOTES:

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

Revisions DateRevisions Date

546-22-110 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/08/2023 CRHJS

MIAMI, FLORIDA

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

100% CONSTRUCTION

DOCUMENTS

HVAC SYSTEM UPGRADE

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING UNIDENTIFIED UTILITY

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

BORING LOCATION

EXISTING SIGN

EXISTING LIGHT

EXISTING UTILITY POLE

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

DEMOLITION AREA

EXISTING SIDEWALK

EXISTING FIRE, UNDERGROUND

5.1

5.3

5.1 55.2

5.2 8(B

OC-TYP)

5.3

5.2

5.2

5.8

5.6

5.3

5.4

5.4 3 5.3

8 5.3

5.2

5.1

5.1

4.8

4.7

4.8

4.7 84.8

4.8 4(E

OP-TYP)

4.8

5.6

12" 12" 12" 12"

5.1

4.7

4.7

4.7

4.5

4.7

4.4

4.4

4.7

4.4

4.7

4.5 1 4.7

4.8

4.5

4.7

4.9

4.9

5.0

5.0

5.2

5.1

5.2

5.3

5.4

5.5

5.4 7 5.5

12"

6.4

12"

5.2 1 5.4

5.0

5.2

5.1

4.3

3.9

4.9

4.7

4.7

4.5 4 4.5

4.3

4.2

4.1 0 4.2

4.2

4.0

4.0

4.2

4.0

4.1 2 4.3

4.3

4.1

4.2

4.6

4.3

4.4 6 4.7

4.8

4.5

4.6 4 4.9

5.0

4.7

4.8 5 5.1

5.2

4.8

4.9 2 5.3

4.9

4.9

5.4

5.4

5.5

5.7

4.6

4.6

5.0

4.8

4.7

4.6

4.5

4.5

4.4

4.4

4.4

4.4

4.4

4.4

4.5

4.5

4.5

4.4

4.4

4.3

4.2

4.2

4.4

4.4

4.6

4.5

4.5

4.6

4.6

4.5

4.4

4.5

4.4

4.5

4.5

4.5

4.5

4.5

4.6

4.7

4.7

4.7

4.8

4.8

5.0

5.4

5.5

5.3

5.2

5.5

5.6

5.4

5.2

5.0

4.8

4.9

4.8

4.8

4.8

4.8

5.3

5.4

4.9

4.9

5.6

5.7

5.9

6.0

6.3

6.2

6.4

6.6

6.3

6.3

5.9

5.8

5.9

5.6

5.5

5.3

5.4

6.4

6.6

6.9

7.3

7.7

6.8

6.5

6.3

6.1

6.4

5.4

5.4

5.4

7.0

6.6

5.1

4.9

5.0

4.2

5.0

4.8

5.0

5.2

4.8

4.9

6.5

6.5

5.6

5.8

5.9

5.9 26.3

6.5

5.4

4.9

5.4

5.4

4.8

5.4

5.3

5.1

4.8

4.8

6.4

5.3

5.2

5.3

5.4

5.6

5.5 4 5.5 1 5.5

5.4

5.4

5.5

5.2

5.6

AS

PH

AL

T

5.2

4.8

TBM #66647

SET N&D STAMPED

"PENNONI TRAV PNT"

EL. 7.67

TBM #101

FND N&D STAMPED

"PENNONI TRAV PNT"

EL. 4.97

4.8

AS

PH

AL

T

PA

R

KI

N

G

6" C

U R

B

TANK

TANK

TANK

TANK

AS

PH

AL

T

PA

R

KI

N

G

C O

N C

W

AL

KW

AY

6" CURB

6" CURB

BLAST

DOOR

' W

AL

L

COOLING

TOWER

C O

N C

W

AL

KW

AY

10' WALL

NO PARKING

SIGN

HANDICAPPED

PARKING

DIRECTIONAL

SIGN

NO PARKING

SIGN

STOP SIGN

NO PARKING

SIGN

2' WALL WITH

HAND RAIL

GATE

MECHANISM

KEY PAD POLE

HANDICAPPED

PARKING SIGN

BOLLARD(TYP)

BOLLARD(TYP)

BOLLARD(TYP)

INSIDE COLUMNS

NOT LOCATED

STORM LINE

DEPTH 2'-4'

FPL DUCT

BANK

ELEV 4.72'

DRAINAGE MANHOLE

RIM EL. 7.63

NE INV. -0.27 (18" CMP)(DU)

W INV. -0.37 (18" CMP)

INLET

GRATE EL. 6.36

N INV. -0.64' (18" CMP)

E INV. -0.54' (18" CMP)

S INV. -0.64' (18" CMP)

DRAINAGE MANHOLE

RIM EL. 5.03

N INV. -0.77' (18" CMP)(DU)

E INV. -0.27' (18" CMP)

S INV. -0.77' (18" CMP)

W INV. -0.70' (18" CMP)

DRAINAGE MANHOLE

RIM EL. 5.45

N INV. 1.35' (18" CMP)(DU)

E INV. 0.15' (18" CMP)

SW INV. 0.35' (18" CMP)(DU)

INLET

GRATE EL. 4.57

(LOCKED)

INLET

GRATE EL. 3.63

(LOCKED)

W-9 EMERGENCY

PHONE BOX

W-15 EMERGENCY

PHONE BOX

BACKFLOW

PREVENTER

BACKFLOW

PREVENTER

1.94

SDINV 12 RCP

1.92

SDINV 12 RCP

8" FIRE

8" FIRE

8" WATER

" R

C P

" R

C P

12" RCP

" R

CP

" R

CP

8" FIRE

8" TERRACOTTA WATER LINE

8" T

ERRACOTTA W

ATER LINE

CS - 021

EXISTING CONDITIONS

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

Revisions DateRevisions Date

546-22-110 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

01/31/2025 AAJS

MIAMI, FLORIDA

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

BID SET TEMPORARY BOILER RELOCATION

ERNESTO A. CABRERA, PE

1. TOPOGRAPHIC INFORMATION OBTAINED FROM FIELD SURVEY PERFORMED

BY PENNONI ASSOCIATES.

2. ELEVATIONS BASED ON MIAMI DADE SURVEY CONTROL POINT "N-3004-A",

ELEVATION 8.86 FEET, AND "N-3005", ELEVATION 5.46 FEET, NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88).

3. UNLESS SPECIFICALLY STATED OR SHOWN HEREON TO THE CONTRARY, THIS

SURVEY IS MADE SUBJECT TO AND DOES NOT LOCATE OR DELINEATE:

A. RIGHTS OR INTERESTS OF THE UNITED STATES OF AMERICA OR THE

CITY OF MIAMI, OVER LANDS NOW OR FORMERLY FLOWED BY

TIDEWATER, BUT NO LONGER VISIBLE OR PHYSICALLY EVIDENT, OR

LANDS CONTAINING ANY ANIMAL, MARINE, OR BOTANICAL SPECIES

REGULATED BY OR UNDER THE JURISDICTION OF ANY FEDERAL, STATE,

OR LOCAL AGENCY.

B. BUILDING SETBACK LINES, ZONING REGULATIONS OR LINES

ESTABLISHED BY ANY FEDERAL, STATE OR LOCAL AGENCY WHICH MAY

AFFECT THE BUILDING OR DEVELOPMENT POTENTIAL OF THE SUBJECT

PROPERTY.

C. ANY SUBSURFACE OR SUBTERRANEAN CONDITION, EASEMENTS OR

RIGHTS, INCLUDING, BUT NOT LIMITED TO MINERAL OR MINING RIGHTS,

OR THE LOCATION OF OR RIGHTS TO ANY SUBSURFACE STRUCTURES,

CONTAINERS OR FACILITIES OR ANY OTHER NATURAL OR MAN-MADE

SUBSURFACE CONDITION WHICH MAY OR MAY NOT AFFECT THE USE OR

DEVELOPMENT POTENTIAL OF THE SUBJECT PROPERTY.

3. LOCATIONS OF ON AND OFF SITE UTILITIES AS SHOWN ARE APPROXIMATE

AND MAY OR MAY NOT BE COMPLETE. THE NATURE AND EXACT LOCATION OF

EXISTING UTILITIES SHOULD BE VERIFIED PRIOR TO INITIATING ANY ACTIVITY

THAT MAY AFFECT THEIR USE OR LOCATION.

4. A. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON

THIS PLAN HAVE BEEN TAKEN FROM EXISTING UTILITY RECORDS

AVAILABLE AT THE TIME THESE PLANS WERE PREPARED AND FROM

SURFACE OBSERVATION OF THE SITE.

B. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF

UNDERGROUND UTILITIES AND STRUCTURES IS NOT GUARANTEED.

C. IN ACCORDANCE WITH "UNDERGROUND FACILITY DAMAGE PREVENTION

AND SAFETY ACT" FLORIDA STATUTES, CHAPTER 556. THE CONTRACTOR

SHALL NOTIFY ALL UTILITIES WITHIN THE WORK AREA VIA THE SUNSHINE

ONE CALL SYSTEM, INC. (800-432-4770) A MINIMUM OF 2 WORKING DAYS

BEFORE THE START OF EXCAVATION

D. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF ALL

UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE START OF

WORK.

GENERAL NOTES:

2.

SOIL BORING "B-2A"

ELEVATION 5.52

SOIL BORING "B-1"

ELEVATION 6.9

SOIL BORING "B-2"

ELEVATION 6.5

SOIL BORING "B-1A"

ELEVATION 6.58

FENCE

MOTOR

ROOF ACCESS

LADDER

FF EL 9.21

FF EL 9.16

FF EL 9.28 FF EL 9.16

COVERED

CONC AREA

COVERED

CONC AREA

WITH SIGN

POLES

B U

I L

D I

N G

3.1'

.0

2.9'

.3

30.2'

.0

3.1'

.3

29.1'

7.

7'

21.4'

7.

6'

37.5'

.3

G

AT

E

TBM #101

SET PK&D

STAMPED "TRAVERSE LB 8126"

N: 530948.19 E: 913634.49

ELEVATION 4.97

GATE

GATE

6' METAL

FENCE

6' CHAIN

LINK FENCE

COVERED

CONC AREA

ASPHALT

DRIVE

7 8

BOLLARD

(TYP)

R

AM

P

R

AM

P

ST

O

P

BA

R

CONC SIDEWALK

8" CURB

(TYP)

10" RETAINING

WALL

10" RETAINING WALL

FF EL 11.58

CONC

STEPS

CONC

DRIVE

CONC DOCK

FF EL 6.90

G

AT

E

FLOOR EL

AT DOOR 5.84

FF EL 7.58

WALL

B U I L D I N G

6" METAL PIPE

90° RISER

COVERED

CONC AREA

24.5'

.1

0.9'

3.

0'45.3'

.4

11.2'

.3

UGS

DEPTH 3'-5'

END OF MARKINGS (DU)

UGS

DEPTH 3'-5'

6' CHAIN LINK FENCE

4" METAL PIPE

FROM GROUND

8" METAL PIPE

FROM GROUND

COLUMN

SOIL BORING "B-2"

ELEVATION 7.0

SOIL BORING "B-1"

ELEVATION 6.9

C O

N C

R

AM

P

B U I L D I N G

B U I L D I N G

B U I L D I N G

COVERED AREA

G

AT

E

6' CHAIN LINK FENCE

WALL WITH DOOR

FOOTER WALL

WALL WITH DOOR

FF EL 8.34

FF EL 8.47

FF EL 7.48

FF EL 7.44

CONC CONC CONC

CONC

CONC

CONC

6.7

6.7

6.7 66.8

6.9

0 6.7

6.8

6.8

6.8

6.7

6.9

4.7

5.0

5.1

5.2

4.6

4.6

4.6

4.6

4.7

5.1 65.1

4.8

5.9

5.1

5.3

5.4

6.0

6.7

6.9

6.9

6.6 7 6.7

7.2

7.3

6.8

6.7

6.6 56.4

36.3

6.3

6.5

6.3

5.6

5.0

4.9

5.3

5.4

5.5

5.8

5.6

6.0

6.1

6.5

6.6

6.6

6.7

6.9

7.0

6.7

7.4

8.1

7.2

6.4

6.8

6.1

9.2

9.2

9.1

9.1

9.1

9.1

8.0

8.0

9.1

9.1

7.9

8.98.8 8.8

8.3 8.1

7.8

6.7

6.3

8.9

8.8

8.9

8.4

8.2

8.0

8.5 8.96.55.3

6.1

7.0

6.2

12"

12" 12"

10"

9"

4.7

5.1

5.4

6.3

6.7 0 7.0

6.5

7.4

6.7

6.8

6.7

6.9

6.8

6.8

6.8

6.9

7.4

7.5

7.4

7.4

7.5

8.8 3 8.8

8.9

8.9

8.9

8.8

8.3

7.0

6.4 6.7 7.2

7.1

7.2 7 7.3

7.4

7.5

7.7

7.6

7.4

7.5

7.4

7.1

7.2

7.3 9 11

.43

7.1

7.1

7.4

7.3

7.3

7.3

7.1 67.6

0 7.7

7.2

6.6

6.8

6.8

6.7

6.6

7.0 87.1

47.2

7.2

7.4

7.3

6.9 4 6.7

6.7 16.6

96.6

6.5

7.0 6.9

6.5

7.27.2

7.2 6.7

6.6

6.7

6.5

6.9

6.2

6.3

6.4

6.4

6.6

6.7

6.6

6.7

7.0

7.4 27.4

7.1

7.0 66.9

7.0

7.0

6.8

6.5 86.6

6.6

6.7

6.8

7.3

7.3

7.3 97.5

6.8

6.1

5.1

5.2

5.6

4.6

5.4

7.4

7.6

7.4 47.4

7.4

.53

.49

.50

.55

6.8

6.96.5

7.0

6.9

7.3

7.4

7.4

7.4

6.9

7.4

7.3

7.3

7.4

7.5

7.5

7.5

7.4

7.4 7.5 7.2

7.8

7.9

7.9

7.9

8.0

8.3

8.1

8.1

8.3 68.3

8.3

8.3

8.3 3 7.5

7.6

7.5

7.4 17.4

6 7.5

7.4 77.4

7.4

8.4

8.3

8.3

8.4

7.3

7.4

7.1

7.6

7.6

7.3

7.6

7.6

.45

.40

.47

7.0

7.4

7.2

8.0 2 11

.34

.31

7.9

7.8

7.4

.45 11

.53

7.5

7.5 5 11

.57

.66

.6

87.2'

.1

34.1' 0.

6'

86.1'

.8

31.1'

.4

TEMPORARY BOILER LOCATION

CONC

LIM

ITS O

F SURVEY

AREA N

OT SURVEYED

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

CONC

ASPHALT

DRIVE

ASPHALT

DRIVE

GRASS

' C

H

AI

N L

IN

K

FE

N

C E

GATE

SOIL BORING "B-1A"

ELEVATION 6.58

WITH SIGN

POLES

CURB INLET

STORM LINE

DEPTH 3'-5'

STORM LINE

DEPTH 2'-4'

STORM LINE

DEPTH 3'-5'

END OF

MARKINGS (DU)

END OF MARKINGS (DU)

STORM LINE

DEPTH 2'-4'

POWER LINE

DEPTH 1'-3'

POWER LINE

DEPTH 4'-6'

W 12" METAL PIPE INV 4.76

(UNABLE TO OBTAIN E INV)

6" METAL PIPE

90° RISER

DROP INLET

GRATE EL 6.94

BOTTOM EL 3.22

UNABLE TO OBTAIN INVERTS

(FULL OF WATER & DEBRIS)

DROP INLET

GRATE EL 7.16

N 12" RCP INV 0.67

E 12" RCP INV 0.67

UGS

DEPTH 3'-5'

END OF MARKINGS (DU)

UGS

DEPTH 3'-5'

END OF

MARKINGS (DU)

MARKED AS

WATER LINE

DEPTH 1'-3'

6' CHAIN LINK FENCE

POWER LINE

DEPTH 2'-4'

3" 4"

4" GAS PIPE

ABOVEGROUND

3" METAL PIPE

3" METAL PIPE

4" METAL PIPE

4" METAL PIPE

FROM GROUND

8" METAL PIPE

FROM GROUND

2.5' TANK

(TYP)

WATER LINE

DEPTH 2'-4' POWER LINE

DEPTH 2'-4'

SHOWN ON MAP

PROVIDED BY

GEOVIEW

POWER LINE

DEPTH 1'-3'

(APPROXIMATE LOCATION BASED

ON MAP PROVIDED BY GEOVIEW)

UNVERIFIED ELECTRICAL DUCT BANK

VERIFY IN FIELD

10" STORM DRAIN

DEPTH 3' - 4'

(APPROXIMATE LOCATION

BASED ON AS-BUILT DRAWINGS)

VERIFY IN FIELD

8" FIRE

8" FIRE

8" WATER

FPL DUCT

BANK

ELEV 4.72'

" R

C P

" R

C P

12" RCP

" R

CP

8" FIRE

8" TERRACOTTA WATER LINE

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING UNIDENTIFIED UTILITY

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

BORING LOCATION

EXISTING SIGN

EXISTING LIGHT

EXISTING UTILITY POLE

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

DEMOLITION AREA

EXISTING UTILITY TO BE DEMOLISHED

EXISTING SIDEWALK

EXISTING TREE TO BE REMOVED

EXISTING FIRE, UNDERGROUND

CS - 051_____________

DEMOLITION PLAN

DEMOLITION NOTES:

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

1. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTION OF ALL

UTILITIES ON SITE TO BE REMOVED.

2. ALL DEMOLITION TO BE PERFORMED BY A QUALIFIED, LICENSED CONTRACTOR

IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES

AND REGULATIONS. ALL DEBRIS TO BE REMOVED FROM THE SITE AND

DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND

FEDERAL REGULATIONS.

3. ALL UTILITIES SHALL BE DISCONNECTED AND REMOVED IN ACCORDANCE WITH

ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.

4. ANY UTILITIES DAMAGED DURING DEMOLITION AND CONSTRUCTION SHALL BE

REPAIRED AND/OR REPLACED IN KIND BY THE CONTRACTOR AT HIS OWN

EXPENSE. UTILITY REMOVAL SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE UTILITY COMPANY.

5. ALL OPENINGS IN STORM SEWER STRUCTURES RESULTING FROM PIPE

REMOVAL SHALL BE FILLED WITH SEWER BRICK AND MORTAR OR REPLACED,

AS DIRECTED BY THE CITY ENGINEER.

6. STORMWATER AND SANITARY LINES, STRUCTURES AND APPURTENANCES

SHALL BE REMOVED IN THEIR ENTIRETY.

7. ALL EXISTING BUILDING CONCRETE FOUNDATIONS AND FOOTINGS ARE TO BE

REMOVED IN THEIR ENTIRETY. ALL SITE STRUCTURES AND IMPROVEMENTS

WITHIN THE LIMIT OF DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY,

INCLUDING FOUNDATIONS UNLESS NOTED OTHERWISE.

8. TREES TO BE REMOVED SHALL INCLUDE REMOVAL AND DISPOSAL OF TREES

AND STUMPS.

9. DUST CONTROL - DEMOLITION CONTRACTOR IS RESPONSIBLE FOR WETTING

DUST GENERATING DEBRIS FROM TIME OF FIRST CONTACT UNTIL PLACING

INTO APPROPRIATE WASTE OR HAULING CONTAINERS OR TRUCKS. DEBRIS

SHALL NOT BE ALLOWED TO DRY BEFORE REMOVAL FROM SITE.

10.WATER FOR DUST CONTROL - DEMOLITION CONTRACTOR IS RESPONSIBLE

FOR PROVIDING WATER TANK / PUMP TRUCKS IF ON-SITE WATER FLOW OR

PRESSURE IS NOT SUFFICIENT FOR OPERATIONS.

11.CONTAMINATED SOIL - IF UNUSUAL STAINS OR ODORS ARE DETECTED IN

SOILS, CEASE OPERATIONS AND NOTIFY THE EHS IMMEDIATELY.

Revisions DateRevisions Date

546-22-110 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/08/2023 CRHJS

MIAMI, FLORIDA

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

100% CONSTRUCTION

DOCUMENTS

HVAC SYSTEM UPGRADE

CS - 052_____________

EROSION CONTROL NOTES

AND DETAILS

DETAIL- SOIL TRACKING PREVENTION DEVICEDETAIL-

N.T.S.

EROSION AND SEDIMENTATION CONTROL NOTES

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL AND PREVENT EROSION AND THE

TRANSPORTATION OF SEDIMENT TO SURFACE DRAINS AND OUTFALLS. REFER TO

CONSTRUCTION PLANS, DETAILS, SPECIFICATIONS AND APPROVED PERMITS FOR DETAILS.

SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH SIX INCHES ON AN EROSION

DEVICE.

2. DURING THE CONSTRUCTION OF DRAINAGE STRUCTURES, AND OTHER STRUCTURES REQUIRING

EXCAVATION, THE CONTRACTOR SHALL PLACE APPROVED BARRIERS OR OTHER APPROVED

DEVICES AROUND SUCH STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF SEDIMENT

TO POINTS OUTSIDE THE CONSTRUCTION AREA. THE APPROVED BARRIERS OR OTHER

APPROVED DEVICES SHALL BE PLACED IN ACCORDANCE WITH REQUIREMENTS OF F.D.O.T. INDEX

NO. 102, FDEP, OR AS DIRECTED BY THE ENGINEER.

3. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION.

FAILURE TO INSTALL OR PROPERLY MAINTAIN REQUIRED EROSION CONTROL WILL RESULT IN

ENFORCEMENT. ALL EROSION CONTROL MEASURES, SAND, SILT, AND DEBRIS SHALL BE

REMOVED FROM ALL DRAINAGE PIPES AND STRUCTURES AFTER CONSTRUCTION HAS BEEN

COMPLETED AND PRIOR TO COUNTY FINAL WALK-THROUGH.

4. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF-SITE OUTFALLS SHALL

BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILDUP OR TRANSPORT. OUTFALLS SHALL BE

PROTECTED THROUGH USE OF EROSION CONTROL FEATURES AS NECESSARY TO CONTAIN ANY

SEDIMENT LOSS TO THE IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT BUILDUP OR

TRANSPORT OFF-SITE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMEDY. THE

CONTRACTOR SHALL USE APPROPRIATE MEASURES AS DIRECTED BY THE PROJECT ENGINEER

FOR OUTFALL PROTECTION.

5. APPROVED BARRIERS (OR OTHER APPROVED SEDIMENT CONTROL DEVICES): THESE SHALL BE

PLACED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND

TRANSPORT SEDIMENTS OFF-SITE. APPROVED BARRIERS SHALL BE DOUBLE STAKED IN

ACCORDANCE WITH F.D.O.T. INDEX NO. 102 OR FDEP. IF EROSION DEPOSITS REACH THE TOP

ELEVATION OF EXISTING APPROVED BARRIERS, THEN SEDIMENTS SHOULD BE REMOVED. ANY

DAMAGED OR INEFFECTIVE APPROVED BARRIERS ARE TO BE REPLACED WITH NEW ONES. THE

LOCATION AND INSTALLATION OF APPROVED BARRIERS SHALL BE AS DIRECTED BY THE

PROJECT ENGINEER.

6. BACK OF SIDEWALK INLETS OR MEDIAN INLETS: THESE SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT

BE HIGHER THAN INLET TOP. APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL

DEVICES SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF APPROVED BARRIERS OR

OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE PLACED AROUND INLET

APPROXIMATELY 4" OUTSIDE FIRST ROW. BETWEEN ROWS THERE SHALL BE A DEPRESSION TO

ACT AS A SEDIMENT BASIN. COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED

WITH A SINGLE LINE OF APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL

DEVICES TO PREVENT SEDIMENT INTAKE FROM OTHER AREAS.

7. STOCKPILED MATERIALS SHALL BE PROTECTED BY COVER, APPROVED BARRIERS OR OTHER

APPROVED SEDIMENT CONTROL DEVICES.

8. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 3 DAYS AFTER 1/2" RAIN EVENT

DISTURBANCE.

9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM

THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.

10. A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO

DISCHARGE.

11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL

STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE

METHODS.

12. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING

DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS OR DEVICES. IF THE

CONTRACTOR DESIRES TO DISCHARGE INTO EXISTING DITCHES OR CANALS A SETTLING PLAN

PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF

RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION.

13. WHERE APPLICABLE, SOIL TRACKING PREVENTION DEVICES SHALL BE PROVIDED AND

MAINTAINED PER F.D.O.T. INDEX NO. 106 OR FDEP.

14. ALL EROSION CONTROL FENCES, BARRIERS, AND SILTATION DEVICES SHALL BE ERECTED PRIOR

TO ANY LAND ALTERATIONS, SHALL BE MAINTAINED IN GOOD WORKING ORDER DURING

CONSTRUCTION, AND REMOVED FOLLOWING SOIL STABILIZATION AND FINAL DRESSING.

BUILT-UP SEDIMENT WILL BE REMOVED FROM SILT FENCES AND STAKED TURBIDITY BARRIERS

WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE/BARRIER. STOCKPILE AREAS

SHALL INCLUDE SILT FENCE AROUND THE PERIMETER.

15. THE CONTRACTOR SHALL NOT RESTRICT OR BLOCK THE EXISTING DRAINAGE FLOW OVERLAND OR WITHIN RESHAPED SWALES. FLOW WITHIN EXISTING DRAINAGE PIPES SHALL BE MAINTAINED

AT ALL TIMES. STORMWATER WILL BE CONVEYED VIA EXISTING SWALES, DITCHES, OR

PROPOSED DITCHES, EXISTING AND PROPOSED STORM SEWERS.

16. DURING DEWATERING OPERATIONS, THE CONTRACTOR SHALL NOT DISCHARGE DIRECTLY TO

RECEIVING WATERS, EXISTING CONVEYANCES TO RECEIVING WATERS, OR WETLAND SYSTEMS.

TEMPORARY SEDIMENT BASINS, TRAPS, OR SILTATION REDUCTION DEVICES SHALL BE UTILIZED

TO COLLECT THE DISCHARGE FROM DEWATERING ACTIVITIES TO ELIMINATE THE POTENTIAL

FOR OFF-SITE SEDIMENT TRANSPORT AND TO INSURE THAT DIRECT DISCHARGE DOES NOT

OCCUR.

17. BANKS SHALL BE PROTECTED FROM EROSION OR COLLAPSE DURING CONSTRUCTION. BANK

PROTECTION MATERIAL SHALL BE CAREFULLY PLACED FROM THE BANK AND NOT DUMPED FROM

ABOVE IN AN UNCONTROLLED MANNER. EROSION CONTROL FABRIC SHALL BE USED FOR

EROSION PROTECTION WHERE SOD WILL NOT HOLD OR BECOME ESTABLISHED IN TIME TO

PROTECT THE BANKS. UNLESS OTHERWISE SPECIFIED IN THE PLANS, UPON COMPLETION OF

CONSTRUCTION, ALL BANKS AND WATERWAYS SHALL BE RESTORED TO THEIR PRE-

CONSTRUCTION CONFIGURATION AND PROTECTION FROM EROSION.

Revisions DateRevisions Date

546-22-110 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/08/2023 CRHJS

MIAMI, FLORIDA

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

100% CONSTRUCTION

DOCUMENTS

HVAC SYSTEM UPGRADE

FENCE

MOTOR

ROOF ACCESS

LADDER

FF EL 9.21

FF EL 9.16

FF EL 9.28 FF EL 9.16

COVERED

CONC AREA

COVERED

CONC AREA

WITH SIGN

POLES

B U

I L

D I

N G

3.1'

.0

2.9'

.3

30.2'

.0

3.1'

.3

29.1'

7.

7'

21.4'

7.

6'

37.5'

.3

G

AT

E

GATE

GATE

6' METAL

FENCE

6' CHAIN

LINK FENCE

COVERED

CONC AREA

ASPHALT

DRIVE

7 8

BOLLARD

(TYP)

R

AM

P

R

AM

P

ST

O

P

BA

R

CONC SIDEWALK

8" CURB

(TYP)

10" RETAINING

WALL

10" RETAINING WALL

FF EL 11.58

CONC

STEPS

CONC

DRIVE

CONC DOCK

FF EL 6.90

G

AT

E

FLOOR EL

AT DOOR 5.84

FF EL 7.58

WALL

B U I L D I N G

COVERED

CONC AREA

24.5'

.1

0.9'

3.

0'45.3'

.4

11.2'

.3

COLUMN

B U I L D I N G

B U I L D I N G

B U I L D I N G

COVERED AREA

G

AT

E

6' CHAIN LINK FENCE

WALL WITH DOOR

FOOTER WALL

WALL WITH DOOR

FF EL 8.34

FF EL 8.47

FF EL 7.48

FF EL 7.44

CONC CONC CONC

CONC

12"

12" 12"

10"

9"

.6

87.2'

.1

34.1' 0.

6'

86.1'

.8

31.1'

.4

TEMPORARY BOILER LOCATION

CONC

LIM

ITS O

F SURVEY

AREA N

OT SURVEYED

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

CONC

ASPHALT

DRIVE

ASPHALT

DRIVE

GRASS

' C

H

AI

N L

IN

K

FE

N

C E

GATE

WITH SIGN

POLES

4" GAS PIPE

ABOVEGROUND

2.5' TANK

(TYP)

8" FIRE

8" FIRE

8" FIRE

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING UNIDENTIFIED UTILITY

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

BORING LOCATION

EXISTING SIGN

EXISTING LIGHT

EXISTING UTILITY POLE

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

DEMOLITION AREA

EXISTING SIDEWALK

EXISTING FIRE, UNDERGROUND

PROPOSED LEGEND

PROPOSED CURB LINE

PROPERTY LINE

PROPOSED PROPOSED WALL

PROPOSED BUILDING OUTLINE

PROPOSED SIDEWALK

PROPOSED WATER MAIN

PROPOSED STORM SEWER

PROPOSED SANITARY SEWER

PROPOSED UNDERGROUND ELECTRIC

PROPOSED UNDERGROUND GAS

PROPOSED AREA DRAIN

PROPOSED DRAINAGE INLET

PROPOSED DRAINAGE MANHOLE

PROPOSED SANITARY MANHOLE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR30

PROPOSED FENCE

PROPOSED BUILDING OVERHANG

PROPOSED VEGETATION

5.7

4% PROPOSED SLOPE

PROPOSED SPOT ELEVATION

CS - 101_____________

SITE PLAN

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

Revisions DateRevisions Date

546-22-110 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/08/2023 CRHJS

MIAMI, FLORIDA

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

100% CONSTRUCTION

DOCUMENTS

HVAC SYSTEM UPGRADE

ROOF ACCESS

LADDER

30.2'

10" RETAINING WALL

FF EL 11.58

CONC

STEPS

CONC

DRIVE

CONC DOCK

FLOOR EL

AT DOOR 5.84

FF EL 7.58

WALL

B U I L D I N G

COVERED

CONC AREA

24.5'

.1

0.9'

3.

0'45.3'

.4

11.2'

.3

COLUMN

B U I L D I N G

B U I L D I N G

COVERED AREA

G

AT

E

6' CHAIN LINK FENCE

WALL WITH DOOR

FOOTER WALL

WALL WITH DOOR

FF EL 8.34

FF EL 8.47

FF EL 7.48

FF EL 7.44

CONC CONC CONC

CONC

.6

87.2'

.1

34.1' 0.

6'

86.1'

.8

31.1'

.4

TEMPORARY BOILER LOCATION

CONC

CONC

LIM

ITS O

F SURVEY

AREA N

OT SURVEYED

AB

O

VE

G

R O

U N

D M

ET

AL

T

AN

K

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

CONC

CONC

SIDEWALK

CONC

SIDEWALK

W

AL

L W

AL

L

W

AL

L

W

AL

L

ASPHALT

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

GRASS

GRASS

GRASS

' C

H

AI

N L

IN

K

FE

N

C E

GATE

AB

O

VE

G

R O

U N

D M

ET

AL

T

AN

K

4" GAS PIPE

ABOVEGROUND

2.5' TANK

(TYP)

8" FIRE

8" FIRE

8" FIRE

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING UNIDENTIFIED UTILITY

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

BORING LOCATION

EXISTING SIGN

EXISTING LIGHT

EXISTING UTILITY POLE

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

DEMOLITION AREA

EXISTING SIDEWALK

EXISTING FIRE, UNDERGROUND

PROPOSED LEGEND

PROPOSED CURB LINE

PROPERTY LINE

PROPOSED PROPOSED WALL

PROPOSED BUILDING OUTLINE

PROPOSED SIDEWALK

PROPOSED WATER MAIN

PROPOSED STORM SEWER

PROPOSED SANITARY SEWER

PROPOSED UNDERGROUND ELECTRIC

PROPOSED UNDERGROUND GAS

PROPOSED AREA DRAIN

PROPOSED DRAINAGE INLET

PROPOSED DRAINAGE MANHOLE

PROPOSED SANITARY MANHOLE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR30

PROPOSED FENCE

PROPOSED BUILDING OVERHANG

PROPOSED VEGETATION

5.7

4% PROPOSED SLOPE

PROPOSED SPOT ELEVATION

CS - 102_____________

SITE PLAN

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

Revisions DateRevisions Date

546-22-110 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/08/2023 CRHJS

MIAMI, FLORIDA

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

100% CONSTRUCTION

DOCUMENTS

HVAC SYSTEM UPGRADE

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING UNIDENTIFIED UTILITY

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

BORING LOCATION

EXISTING SIGN

EXISTING LIGHT

EXISTING UTILITY POLE

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

DEMOLITION AREA

EXISTING SIDEWALK

EXISTING FIRE, UNDERGROUND

PROPOSED LEGEND

PROPOSED CURB LINE

PROPERTY LINE

PROPOSED PROPOSED WALL

PROPOSED BUILDING OUTLINE

PROPOSED SIDEWALK

ANTI RAM BARRICADE

ANTI RAM WEDGE BARRIER

PROPOSED SANITARY SEWER

PROPOSED UNDERGROUND ELECTRIC

PROPOSED UNDERGROUND GAS

PROPOSED AREA DRAIN

PROPOSED DRAINAGE INLET

PROPOSED DRAINAGE MANHOLE

PROPOSED SANITARY MANHOLE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR30

PROPOSED FENCE

PROPOSED BUILDING OVERHANG

PROPOSED VEGETATION

5.7

4% PROPOSED SLOPE

PROPOSED SPOT ELEVATION

5.0

5.1

5.1

5.0

7.4

7.3

5.4

5.2

AS

PH

AL

T

5.7

7.8 0 8.0

8.1

7.4

7.8

8.1

7.4

8.0

7.9

5.5

5.4

6.9

5.6

5.4

5.4

TANK

TANK

TANK

TANK

AS

PH

AL

T

PA

R

KI

N

G

C O

N C

W

AL

KW

AY

6" CURB

6" CURB

BLAST

DOOR

' W

AL

L

C O

N C

W

AL

KW

AY

10' WALL

NO PARKING

SIGN

HANDICAPPED

PARKING

DIRECTIONAL

SIGN

NO PARKING

SIGN

STOP SIGN

NO PARKING

SIGN

2' WALL WITH

HAND RAIL

GATE

MECHANISM

KEY PAD POLE

HANDICAPPED

PARKING SIGN

BOLLARD(TYP)

BOLLARD(TYP)

BOLLARD(TYP)

STORM LINE

DEPTH 2'-4'

FPL DUCT

BANK

ELEV 4.72'

INLET

GRATE EL. 6.36

N INV. -0.64' (18" CMP)

E INV. -0.54' (18" CMP)

S INV. -0.64' (18" CMP)

DRAINAGE MANHOLE

RIM EL. 5.03

N INV. -0.77' (18" CMP)(DU)

E INV. -0.27' (18" CMP)

S INV. -0.77' (18" CMP)

W INV. -0.70' (18" CMP)

DRAINAGE MANHOLE

RIM EL. 5.45

N INV. 1.35' (18" CMP)(DU)

E INV. 0.15' (18" CMP)

SW INV. 0.35' (18" CMP)(DU)

INLET

GRATE EL. 4.57

(LOCKED)

INLET

GRATE EL. 3.63

(LOCKED)

W-9 EMERGENCY

PHONE BOX

BACKFLOW

PREVENTER

ANTI-RAM BARRRIER (TYP.)

TEMPORARY BOILER

RELOCATION AREA

W-15 EMERGENCY COMMUNICATION

BOX (TEMP. RELOCATION)

50.0'

82.7'

13.6'

20FT WIDE SLIDING GATE

UTILITY LAYOUT

(SEE MEP PLANS)

20FT CONTROLLED

ANTI-RAM WEDGE

BARRIER

NEW SECURITY FENCE

20FT SLIDING GATE

8" FIRE

8" WATER

" R

C P

" R

C P

12" RCP

" R

CP

" R

CP

8" FIRE

8" TERRACOTTA WATER LINE

8" T

ERRACOTTA W

ATER LINE

CS - 101

SITE PLAN

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

Revisions DateRevisions Date

546-22-110 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

01/31/2025 AAJS

MIAMI, FLORIDA

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

BID SET TEMPORARY BOILER RELOCATION

ERNESTO A. CABRERA, PE

2.

2.

FF EL 9.21

FF EL 9.16

COVERED

CONC AREA

COVERED

CONC AREA

B U

I L

D I

N G

.0

2.9'

.3

30.2'

.0

3.1'

.3

29.1'

7.

7'

21.4'

7.

6'

37.5'

.3

GATE

GATE

6' METAL

FENCE

6' CHAIN

LINK FENCE

COVERED

CONC AREA

ASPHALT

DRIVE

7 8

R

AM

P

R

AM

P

ST

O

P

BA

R

CONC SIDEWALK

8" CURB

(TYP)

10" RETAINING

WALL

10" RETAINING WALL

FF EL 11.58

CONC

STEPS

CONC

DRIVE

CONC DOCK

FF EL 6.90

FLOOR EL

AT DOOR 5.84

FF EL 7.58

WALL

B U I L D I N G

COVERED

CONC AREA

24.5'

.1

0.9'

3.

0'45.3'

.4

11.2'

.3

BOLLARD

(TYP)

COLUMN

EYE WASH

STATION

G

AT

E G

AT

E

' C

H

AI

N L

IN

K

FE

N

C E

CONC DOCK

B U I L D I N G

B U I L D I N G

B U I L D I N G

B U I L D I N G

B U I L D I N G

CONC STEPS

CONC STEPS

COVERED AREA

COVERED AREA

COVERED AREA

G

AT

E

6' CHAIN LINK FENCE

BUILDING

CONC

LOADING DOCK

AREA

WALL WITH DOOR

FOOTER WALL

WALL WITH DOOR

FF EL 11.50

FF EL 9.51

FF EL 11.50

FF EL 8.34

FF EL 8.47

FF EL 7.48

FF EL 7.44

CONC STEPS

CONC CONC CONC

CONC

CURB

8 8

12"

12" 12"

10"

9"

FF EL 8.75

11.8'

.7

11.8'

.7

.6

87.2'

.1

34.1' 0.

6'

86.1'

.8

31.1'

.4

156.2'

.8

27.0'

.4

46.9'

.3

21.8'

.4

168.2'

TEMPORARY BOILER LOCATION

CONC

LIM

ITS O

F SURVEY

AREA N

OT SURVEYED

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

CONC

SOIL BORING "B-1A"

ELEVATION 6.58

CONC

LOADING DOCK

AREA

2.5' TANK

(TYP)

SANITARY LINE

RIM EL 7.94

RIM EL 7.92

8" FIRE

8" FIRE

WB-40 - Intermediate Semi-Trailer

CS - 121_____________

VEHICLE CIRCULATION PLAN

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

Revisions DateRevisions Date

546-22-110 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/08/2023 CRHJS

MIAMI, FLORIDA

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

100% CONSTRUCTION

DOCUMENTS

HVAC SYSTEM UPGRADE

30.2'

10" RETAINING WALL

FLOOR EL

AT DOOR 5.84

FF EL 7.58

WALL

B U I L D I N G

6" METAL PIPE

90° RISER

COVERED

CONC AREA

24.5'

0.9'

3.

0'45.3'

.4

11.2'

.3

UGS

DEPTH 3'-5'

END OF MARKINGS (DU)

4" METAL PIPE

FROM GROUND

8" METAL PIPE

FROM GROUND

COLUMN

B U I L D I N G

B U I L D I N G

G A

TE

6' CHAIN LINK FENCE

WALL WITH DOOR

FOOTER WALL

WALL WITH DOOR

FF EL 8.34

FF EL 8.47

FF EL 7.48

FF EL 7.44

CONC

CONC CONC

CONC

.6

87.2'

.1

34.1' 0.

6'

86.1'

.8

TEMPORARY BOILER LOCATION

CONC

CONC

LIM

ITS O

F SURVEY

AREA N

OT SURVEYED

A B

O V

E G

R O

U N

D M

E

TA

L

TA

N K

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

ABOVE GROUND METAL TANK

CONC

CONC

SIDEWALK

CONC

SIDEWALK

W

AL

L W

AL

L

W

AL

L

W

AL

L

ASPHALT

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

GRASS

GRASS

GRASS

' C

H

AI

N L

IN

K

FE

N

C E

GATE

A B

O V

E G

R O

U N

D M

E

TA

L

TA

N K

STORM LINE

DEPTH 2'-4'

STORM LINE

DEPTH 3'-5'

END OF

MARKINGS (DU)

END OF MARKINGS (DU)

POWER LINE

DEPTH 1'-3'

POWER LINE

DEPTH 4'-6'

6" METAL PIPE

90° RISER

UGS

DEPTH 3'-5'

END OF MARKINGS (DU)

END OF

MARKINGS (DU)

MARKED AS

WATER LINE

DEPTH 1'-3'

6' CHAIN LINK FENCE

POWER LINE

DEPTH 2'-4'

4" GAS PIPE

ABOVEGROUND

4" METAL PIPE

FROM GROUND

8" METAL PIPE

FROM GROUND

2.5' TANK

(TYP)

0.67

SDINV 12 RCP

SHOWN ON MAP

PROVIDED BY

GEOVIEW

" M

E

TA

L

8" FIRE

8" FIRE

8" WATER

" R

C P

" R

C P

12" RCP

" R

C P

" R

CP

8" FIRE

8" TERRACOTTA WATER LINE

8" T

ERRACOTTA W

ATER LINE

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING UNIDENTIFIED UTILITY

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

BORING LOCATION

EXISTING SIGN

EXISTING LIGHT

EXISTING UTILITY POLE

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

DEMOLITION AREA

EXISTING SIDEWALK

EXISTING FIRE, UNDERGROUND

PROPOSED LEGEND

PROPOSED CURB LINE

PROPERTY LINE

PROPOSED PROPOSED WALL

PROPOSED BUILDING OUTLINE

PROPOSED SIDEWALK

PROPOSED WATER MAIN

PROPOSED STORM SEWER

PROPOSED SANITARY SEWER

PROPOSED UNDERGROUND ELECTRIC

PROPOSED UNDERGROUND GAS

PROPOSED AREA DRAIN

PROPOSED DRAINAGE INLET

PROPOSED DRAINAGE MANHOLE

PROPOSED SANITARY MANHOLE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR30

PROPOSED FENCE

PROPOSED BUILDING OVERHANG

PROPOSED VEGETATION

5.7

4% PROPOSED SLOPE

PROPOSED SPOT ELEVATION

CS - 172_____________

UTILITY PLAN

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

Revisions DateRevisions Date

546-22-110 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

09/08/2023 CRHJS

MIAMI, FLORIDA

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

100% CONSTRUCTION

DOCUMENTS

HVAC SYSTEM UPGRADE

AND EXPANSION B44

NOTES:

THIS PROFILE IS FOR SCHEMATIC PURPOSES ONLY. UTILITY LOCATIONS

AND ELEVATIONS ARE TO BE VERIFIED IN FIELD.

UTILITY AND SITE FEATURES NOT SURVEYED WERE DRAWN BASED ON

THE FOLLOWING DRAWINGS:

"RECORD SURVEY BY BISCAYNE ENGINEERING COMPANY, INC."

DATED DECEMBER 21, 2009.

"SECURITY WALL PLAN AND LAYOUT" PREPARED BY AYRES

ASSOCIATES, DATED SEPTEMBER 4, 2007

GAS LINE SHALL BE BURIED AT A MINIMUM DEPTH OF 30 INCHES.

POLYETHYLENE PLASTIC (PE) PIPE SHALL BE USED FOR THE GAS LINE

AND SHALL MEET FLORIDA BUILDING CODE 403.6. POLYETHYLENE

PLASTIC PIPE, TUBING, AND FITTINGS USED TO SUPPLY FUEL GAS

SHALL CONFORM TO ASTM D2513. SUCH PIPE SHALL BE MARKED "GAS"

AND "ASTM D2513."

ANODELES RISERS SHALL CONFORM WITH FLORIDA BUILDING CODE

403.6.1.

PLASTIC PIPE, TUBING, AND ANODELESS RISERS SHALL COMPLY WITH

THE FOLLOWING:

1. FACTORY-ASSEMBLED ANODELESS RISERS SHALL BE RECOMMENDED

BY THE MANUFACTURER FOR THE GAS USED AND SHALL BE LEAK

TESTED BY THE MANUFACTURER IN ACCORDANCE WITH WRITTEN

PROCEDURES.

2. SERVICE HEAD ADAPTERS AND FIELD-ASSEMBLED ANODELESS

RISERS INCORPORATING SERVICE HEAD ADAPTERS SHALL BE

RECOMMENDED BY THE MANUFACTURER FOR THE GAS USED, AND

SHALL BE DESIGNED AND CERTIFIED TO MEET THE REQUIREMENTS OF

CATEGORY I OF ASTM D2513, AND U.S. DEPARTMENT OF

TRANSPORTATION, CODE OF FEDERAL REGULATIONS, TITLE 49, PART

192.281(e). THE MANUFACTURER SHALL PROVIDE THE USER WITH

QUALIFIED INSTALLATION INSTRUCTIONS AS PRESCRIBED BY THE U.S.

DEPARTMENT OF TRANSPORTATION, CODE OF FEDERAL REGULATIONS,

TITLE 49, PART 192.283(b).

1. A GEOTECHNICAL ENGINEER IS REQUIRED TO INSPECT, TEST AND CERTIFY TO THE

COMPACTION OF ALL LOAD BEARING FILLS. ALL EXISTING UNDERGROUND UTILITIES

SHALL BE REMOVED OR RELOCATED. THE PREPARED SUBGRADE SHALL BE PROOF

ROLLED WITH A SMOOTH-DRUM VIBRATING ROLLER TO DELINEATE SOFT/UNSTABLE

AREAS AND COMPACT SOILS DISTURBED DURING EXCAVATION OPERATIONS. AREAS

WHICH EXHIBIT INSTABILITY SHALL BE UNDERCUT AND REPLACED WITH

LOAD-BEARING FILL.

2. MINIMUM PAVEMENT GRADE SHALL BE 1.0% SLOPE UNLESS NOTED OTHERWISE.

3. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS

FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE

REQUIRED FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE

RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO

PROPERLY CONSTRUCT THE WORK.

4. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS

MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT

BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE

STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADING AS

REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT

SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE.

NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH

THIS REQUIREMENT.

5. THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND MATERIAL

SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS

AND SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

6. CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND

THE WORK AREA AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND

SOIL EROSION.

7. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

GRADING NOTES:

1. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM

CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.

2. ALL STORM DRAINAGE PIPE SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO

VISIBLE BENDS AT JOINTS.

3. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR

RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE

REQUIRED…