ATTACHMENT 3 - Drawings - Part 2.pdf

10.5810.75

10.45

10.94 11.25

10.43

9.14

9.148.88

8.81

9.25

9.25

9.25

7.59

7.53 7.47

7.54

8.92 8.96

9.08

8.88

8.328.60

8.32

8.62

9.06

9.45

9.11

8.79

9.08

8.92

9.65 9.46

9.14

9.02 8.80

8.72

9.18

9.369.31

9.25

10.09

9.94 9.88 9.65

9.9110.24

9.8310.14

9.71 9.81

9.96

10.0610.1510.40

10.31

10.40 10.42

10.54

10.65 10.46

10.01

10.08

10.66

10.64

9.93

9.52

9.38

9.28

9.71

9.24

9.39

8.98

9.23

9.29

9.29

9.33

9.38

9.51

9.77

9.89

9.78 9.69

9.73

9.779.56

9.8410.04

9.68

10.15

9.69

10.22 10.5710.56

9.96

10.16

9.99

9.528.99 9.55

9.88

10.37

10.48

10.07

10.03

9.349.58

9.579.30

9.13

9.329.48

10.59

10.38

10.04 9.77

9.52

9.29

9.6810.0510.5011.07

11.77

9.13

10.02

10.04

9.29 9.24

9.33 9.44

9.45

9.33

9.65

9.49

9.91

10.43

10.03 9.59

9.679.99

10.07 9.68

9.35

9.94

10.37

10.32

10.28

10.5410.4811.05

9.72

8.69

9.45 9.35

9.69

9.23

13.339.03

9.07

8.86

8.94

8.81

8.86

8.82

8.78

8.81

9.21

9.19 9.48

9.45

8.96

8.93

8.76

8.95

8.92

8.76

8.67

8.75

9.14

8.79

9.18

8.56

8.71 8.72

8.68

8.86

8.98

8.79

9.10

8.98 9.03

8.85

9.00

9.22

9.38

9.13

8.96

9.01

9.00

8.86

9.07

8.88

8.74

8.908.96

8.88

8.84

9.06

9.38

9.40

9.31

9.45 9.34

9.32 9.32

9.88 9.88

9.89

12.50

9.43 9.65

9.61

9.53

9.83

9.37

9.36

9.41 9.61

9.47

9.22

9.24

9.16

9.01

8.88

8.87

8.75

8.80

9.14

9.08 9.58

9.76

9.58

9.24

9.37

9.22 9.43

9.32

9.12

9.30

9.21

9.56

9.49

9.50

9.70

8.63

8.58

8.73

8.88

8.96

9.14

9.40

9.21

9.49

9.42

9.31

9.07

9.02

9.05

13.339.01

9.12

9.39

9.35

10.699.67

10.1510.19

10.85 10.28

9.27

9.34

9.37

9.42

9.36

9.27

9.22

9.28

9.0513.34

13.359.02

9.07

9.22

9.52

9.45

9.02

9.39

9.37

9.83

9.35

9.55 10.08

9.65

10.01

10.21 10.77

9.359.38

9.479.38

9.389.49

9.48

9.41

9.43

9.35

9.31

9.97

10.23

9.40

9.27

9.77

9.84

9.92

9.35

9.93

10.60 10.71

11.1511.05

9.48

9.52

10.07

10.08

9.82

9.429.43

9.33

9.37

10.10 9.97

9.40

9.10

9.27

9.87

9.39

9.28

9.27

10.13 9.83

10.18

10.04

9.59

10.1210.09

9.479.69 10.05

10.19

10.17 10.12 9.57

9.45

9.46

9.79

9.93

9.41

9.26

9.31

9.25 9.26

9.33 9.36 9.35

9.34

9.04

8.87

9.30

9.14

9.61

9.54

9.74

9.74

9.71

9.46

9.40

9.29

9.57

9.53

9.73

9.41

9.32

9.97

9.25

9.53

8.49 8.54

9.08

8.54

8.55

8.61

8.75

8.67

8.52

8.60

8.40 8.92

9.19

9.06 9.11

9.45 9.45

9.48

9.73

9.11

9.91

9.66

9.15

9.06 9.15 9.09

9.07 8.97

8.95 8.89 8.99

8.92 8.93

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

A-3

DRI-1

A-2

B-2

B-4

B-3

B-1

DROP INLET

GRATE EL 8.39

NW 12" RCP INV 5.41

DROP INLET

GRATE EL 8.51

SE 12" RCP INV 6.31

NW 12" RCP INV 6.47

NW 4" PVC INV 5.12

RIM EL 10.25

N 18" RCP INV 5.04 (DU)

SE 12" RCP INV 6.52

SE 4" PVC INV 5.11

SW 15" RCP INV 5.10

DROP INLET

GRATE EL 7.75

N 8" PVC INV 5.34

NE 15" RCP INV 5.21

S 18" RCP INV 5.22 (DU)

SW 12" PVC INV 5.45

NW 6" PVC INV 5.41

DROP INLET

GRATE EL 8.75

NE 18" RCP INV 4.44 (DU)

W 18" RCP INV 3.75 (DU)

6" PVC

E INV 8.40

W INV 8.51

9"

CP W

ATER

(2.

' D P)

4"

PVC SANITARY FORCE M

AIN

(4.

' D P)

9 9

PROPOSED SILT

FENCE

PROPOSED SILT

FENCE

PROPOSED SILT

FENCE

PROPOSED SILT

FENCE

RCE

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 SOLAR PANEL

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

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

EXISTING SIDEWALK

PROJECT BOUNDARY LIMITS

EXISTING ASPHALT DRIVEWAY

EXISTING GRAVEL PAVEMENT

EXISTING OVERHEAD ELECTRIC

EXISTING OVERGROWTH

EXISTING TRANSFORMER

EXISTING SUPPORT POST

EXISTING GROUNDING ROD

EXISTING CURB STOP

EXISTING DIRT DRIVE

Revisions DateRevisions Date

VA Project No.

RDC/JPA Project No.

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

CONSTRUCT

DENTAL CLINC

09/06/2022 APJS

516-349

BAY PINES, FL

BUILDING

100% 21001.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

1 65% DESIGN 05/24/2022

CONSTRUCTION SET

GC - 051_____________

EROSION CONTROL PLAN

00 20' 40'

N O

R

TH

SITE INFORMATION:

ADDRESS: 10000 BAY PINES BLVD

BAY PINES, FL 33744

CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS

OFFICER: 10000 BAY PINES BLVD

BAY PINES, PINELLAS COUNTY, FL 33744

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

1. SILT FENCES (SYNTHETIC FILTER) CAN BE USED FOR 60 DAYS OR LONGER

DEPENDING ON ULTRAVIOLET STABILITY AND MANUFACTURER’S

RECOMMENDATIONS. HOWEVER, SILT FENCES GENERALLY HAVE A USEFUL LIFE OF

ONE SEASON, AND SHOULD BE PERIODICALLY REPLACED ON LONGER DURATION

CONSTRUCTION PROJECTS.

2. THE CONTRACTOR IS REQUIRED TO OBTAIN A NPDES PERMIT PRIOR TO

CONSTRUCTION COMMENCEMENT.

3. CONTRACTOR MUST PROVIDE EVIDENCE THAT THE CONSTRUCTION TEAMS COMPLY

WITH THE FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL

INSPECTOR TRAINING AND CERTIFICATION.

4. REMOVE SEDIMENT AND CLEAN OUT EROSION AND SEDIMENT CONTROL MEASURES

WHEN SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE HEIGHT MEASURED.

5. INSPECT EROSION AND SEDIMENT CONTROLS AFTER ALL RAINFALL EVENTS

PRODUCING 1/2" RAINFALL OR MORE.

EROSION CONTROL NOTES:

PROPOSED SILT FENCE

STAGE 1

SEQUENCE OF CONSTRUCTION:

1. INSTALL ORANGE SAFETY FENCE COINCIDENT WITH THE LIMIT OF DISTURBANCE

LINE AS ILLUSTRATED ON THE PLANS. CONSTRUCTION ACTIVITY IS NOT TO

OCCUR BEYOND THE ORANGE SAFETY FENCE.

2. INSTALL ROCK CONSTRUCTION ENTRANCES AS ILLUSTRATED ON THE PLANS.

ACCESS WILL BE LIMITED TO THESE ENTRANCES.

3. INSTALL INLET PROTECTION AS SHOWN ON THE EROSION AND SEDIMENT

CONTROL PLAN.

4. INSTALL SILT FENCE AS ILLUSTRATED ON THE PLANS.

5. PRIOR TO PROCEEDING WITH CONSTRUCTION, CONFIRM LOCATION AND

ELEVATION OF EXISTING UTILITIES. MAINTAIN AND PROTECT EXISTING UTILITIES

TO REMAIN. EXISTING FIRE HYDRANTS TO REMAIN ACCESSIBLE AND ACTIVE

THROUGHOUT CONSTRUCTION.

6. BEGIN CLEARING AND GRUBBING AND DEMOLITION ACTIVITIES, REMOVE AND

DISPOSE OF ALL MATERIAL IN AN ACCEPTABLE MANNER.

7. CONSTRUCT TEMPORARY POWER SERVICE (SEE ELECTRICAL PLANS).

8. RELOCATE ELECTRICAL FEEDS TO AND FROM THE SOLAR PANEL INVERTER (SEE

ELECTRICAL PLANS).

9. COMMENCE BULK EARTHWORK FOR ALL UTILITY, BUILDING, DRIVEWAY, AND

PARKING LOT CONSTRUCTION. EXCAVATION SHALL BE LIMITED TO THE MINIMUM

AREA REQUIRED TO CONSTRUCT BUILDINGS.

10. COMMENCE CONSTRUCTION OF BUILDING.

11. CONSTRUCT POND-1

12. CONSTRUCT DRIVEWAY AND PARKING LOT TO BASE COURSE

13. CONSTRUCT UTILITIES NECESSARY TO SUPPORT BUILDINGS AND PROVIDE STUBS

FOR BUILDING CONNECTIONS. CONTRACTOR SHALL EXCAVATE ONLY ENOUGH

TRENCH WHICH PIPE CAN BE INSTALLED AND TRENCH BACKFILLED BY THE END

OF EACH WORKING DAY.

14. PRIOR TO REMOVAL OR CONVERSION OF EROSION CONTROL MEASURES A SITE

INSPECTION IS REQUIRED FROM THE CONSERVATION DISTRICT.

15. REMOVAL OF EROSION CONTROL MEASURES SHALL OCCUR ONLY UPON 75%

UNIFORM STABILIZATION OF DISTURBED AREA OF CONTROL. STABILIZATION

SHALL BE CONSIDERED IN THE FORM OF VEGETATION, STONE, PAVING, OR UNIT

CONSTRUCTION.

PROJECT LIMITS

PROJECT LIMITS

PROPOSED

STORMWATER

POND-1

PROPOSED

TRANSFORMER PAD

(SEE ELEC PLANS)

PROJECT LIMITS

BUILDING

FF EL 11.27

SOLAR PANEL INVERTER

METAL STAIRS

ON CONC PAD

(TYP)

LANDSCAPED

AREA (TYP)

LANDSCAPED

AREA (TYP)

EXISTING

OVERGROWTH

CONC

BASKETBALL

COURT

8" POLE

(TYP)

EXERCISE

AREA

2" METAL

POST

2" METAL PIPE

6" CURB

AROUND PLANTER

4.7'

1.

2'

1.

2'

4.7'

4.

7'

4.

7'

1.2'

4.7'

1.

2'

1.2' 4.

7'

4.

8'

1.

2'4.7'

4.7' 1.

1'

4.

7'

1.1'

4.7'

1.

2'

4.7' 1.

2'

5.1' 1.

2'

1.2'

5.

2'

4.

7'1.2'

4.

7'1.2'

4.7'

1.

2'

1.2'

4.

7'4.

7'1.2'

.2

18.6'

19.6' 4.

8' 44.1' 5.

9' 17.1'

.4

65.5'

.2

6.0'

.1

23.4'

.6

81.8'6.

0'

17.3'

.7

45.8'

.0

12"

10"

20" TWIN

14"

24"

20"

10"

12"

38"

12"

8"

10"

9" TWIN

18"

28"

12"

13"

14"

22"

6"

7" 7"

9" TWIN

36"

10"

34"

12" 12"

SOLAR PANEL

SOLAR PANEL

SOLAR PANEL

SOLA

R PANEL

SOLAR PANEL

EQUIPMENT

4.9'

4.7' 1.2'

4.7' 1.

1'

1.2'

HALLWAY TO

ANOTHER BUILDING

CONC WALK

(TYP)

CONC WALK

(TYP)

COVERED

AREA (TYP)

ASPHALT

DRIVEDROP INLET (TYP)

POST

(TYP)

GROUNDING ROD

(TYP)

16"

18" A-3

DRI-1

A-2

B-2

B-4

B-3

B-1

9 9

PIV

FDC

PROPOSED SILT

FENCE

PROPOSED SILT

FENCE

PROPOSED SILT

FENCE

PROPOSED SILT

FENCE

RCE

PROPOSED SILT

FENCE

PROPOSED INLET

PROTECTION

(TYP)

PROPOSED

FLUME (TYP.)

101 LF 18" HDPE

@ 0.005 FT/FT

DMH-2

RIM: 10.25

INV IN 5.10 (S)

INV IN 6.88 (E)

INV IN 5.10 SW (EX)

INV OUT 5.04 N (EX)

CO-2

RIM: 10.40

INV: 7.40

8" ROOF DRAIN

8" ROOF DRAIN

CO-3

RIM: 10.35

INV: 7.05

CO-2

RIM: 10.35

INV: 7.00

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 SOLAR PANEL

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

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

EXISTING SIDEWALK

PROJECT BOUNDARY LIMITS

EXISTING ASPHALT DRIVEWAY

EXISTING GRAVEL PAVEMENT

EXISTING OVERHEAD ELECTRIC

EXISTING OVERGROWTH

EXISTING TRANSFORMER

EXISTING SUPPORT POST

EXISTING GROUNDING ROD

EXISTING CURB STOP

EXISTING DIRT DRIVE

PROPOSED LEGEND

PROPOSED CURB LINE

PROPOSED EDGE OF PAVEMENT

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 CONTOUR

PROPOSED BUILDING OVERHANG

PROPOSED BAHIA SOD

PROPOSED ASPHALT PAVEMENT

PROPOSED CURB STOP

PROPOSED TREELINE

PROPOSED DETECTABLE WARNING

PROPOSED DRAINAGE PIPE

PROPOSED TREES

PROPOSED POROUS ASPHALT PAVEMENT

PROPOSED UNDERGROUND TELECOM

PROPOSED TELECOM MANHOLE

PROPOSED TELECOM HANDHOLE

PROPOSED SAND GROWN BAHIA SOD

Revisions DateRevisions Date

VA Project No.

RDC/JPA Project No.

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

CONSTRUCT

DENTAL CLINC

09/06/2022 APJS

516-349

BAY PINES, FL

BUILDING

100% 21001.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

1 65% DESIGN 05/24/2022

CONSTRUCTION SET

GC - 052_____________

EROSION CONTROL PLAN

00 20' 40'

N O

R

TH

SITE INFORMATION:

ADDRESS: 10000 BAY PINES BLVD

BAY PINES, FL 33744

CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

EROSION CONTROL NOTES:

STAGE 2

SEQUENCE OF CONSTRUCTION:

1. INSTALL ORANGE SAFETY FENCE COINCIDENT WITH THE LIMIT OF DISTURBANCE

LINE AS ILLUSTRATED ON THE PLANS. CONSTRUCTION ACTIVITY IS NOT TO

OCCUR BEYOND THE ORANGE SAFETY FENCE.

2. INSTALL ROCK CONSTRUCTION ENTRANCES AS ILLUSTRATED ON THE PLANS.

ACCESS WILL BE LIMITED TO THESE ENTRANCES.

3. INSTALL INLET PROTECTION AS SHOWN ON THE EROSION AND SEDIMENT

CONTROL PLAN.

4. INSTALL SILT FENCE AS ILLUSTRATED ON THE PLANS.

5. PRIOR TO PROCEEDING WITH CONSTRUCTION, CONFIRM LOCATION AND

ELEVATION OF EXISTING UTILITIES. MAINTAIN AND PROTECT EXISTING UTILITIES

TO REMAIN. EXISTING FIRE HYDRANTS TO REMAIN ACCESSIBLE AND ACTIVE

THROUGHOUT CONSTRUCTION.

6. BEGIN CLEARING AND GRUBBING AND DEMOLITION ACTIVITIES, REMOVE AND

DISPOSE OF ALL MATERIAL IN AN ACCEPTABLE MANNER.

7. CONSTRUCT TEMPORARY POWER SERVICE (SEE ELECTRICAL PLANS).

8. RELOCATE ELECTRICAL FEEDS TO AND FROM THE SOLAR PANEL INVERTER (SEE

ELECTRICAL PLANS).

9. COMMENCE BULK EARTHWORK FOR ALL UTILITY, BUILDING, DRIVEWAY, AND

PARKING LOT CONSTRUCTION. EXCAVATION SHALL BE LIMITED TO THE MINIMUM

AREA REQUIRED TO CONSTRUCT BUILDINGS.

10. COMMENCE CONSTRUCTION OF BUILDING.

11. CONSTRUCT POND-1

12. CONSTRUCT DRIVEWAY AND PARKING LOT TO BASE COURSE

13. CONSTRUCT UTILITIES NECESSARY TO SUPPORT BUILDINGS AND PROVIDE STUBS

FOR BUILDING CONNECTIONS. CONTRACTOR SHALL EXCAVATE ONLY ENOUGH

TRENCH WHICH PIPE CAN BE INSTALLED AND TRENCH BACKFILLED BY THE END

OF EACH WORKING DAY.

14. PRIOR TO REMOVAL OR CONVERSION OF EROSION CONTROL MEASURES A SITE

INSPECTION IS REQUIRED FROM THE CONSERVATION DISTRICT.

15. REMOVAL OF EROSION CONTROL MEASURES SHALL OCCUR ONLY UPON 75%

UNIFORM STABILIZATION OF DISTURBED AREA OF CONTROL. STABILIZATION

SHALL BE CONSIDERED IN THE FORM OF VEGETATION, STONE, PAVING, OR UNIT

CONSTRUCTION.

1. SILT FENCES (SYNTHETIC FILTER) CAN BE USED FOR 60 DAYS OR LONGER

DEPENDING ON ULTRAVIOLET STABILITY AND MANUFACTURER’S

RECOMMENDATIONS. HOWEVER, SILT FENCES GENERALLY HAVE A USEFUL LIFE OF

ONE SEASON, AND SHOULD BE PERIODICALLY REPLACED ON LONGER DURATION

CONSTRUCTION PROJECTS.

2. THE CONTRACTOR IS REQUIRED TO OBTAIN A NPDES PERMIT PRIOR TO

CONSTRUCTION COMMENCEMENT.

3. CONTRACTOR MUST PROVIDE EVIDENCE THAT THE CONSTRUCTION TEAMS COMPLY

WITH THE FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL

INSPECTOR TRAINING AND CERTIFICATION.

4. REMOVE SEDIMENT AND CLEAN OUT EROSION AND SEDIMENT CONTROL MEASURES

WHEN SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE HEIGHT MEASURED.

5. INSPECT EROSION AND SEDIMENT CONTROLS AFTER ALL RAINFALL EVENTS

PRODUCING 1/2" RAINFALL OR MORE.

Revisions DateRevisions Date

VA Project No.

RDC/JPA Project No.

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

CONSTRUCT

DENTAL CLINC

09/06/2022 APJS

516-349

BAY PINES, FL

BUILDING

100% 21001.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

1 65% DESIGN 05/24/2022

CONSTRUCTION SET

GC - 053_____________

BORING LOGS

9 9

COVERED AREA

TO BE REMOVED

BUILDING

BUILDING

FF EL 12.49

FF EL 12.58

FF EL 11.27

FF EL 12.61 CONC RAMP

CONC W

ALK

ELEC DISTRIBUTION BOX

TO BE REMOVED

SOLAR PANEL INVERTER

METAL STAIRS

ON CONC PAD

(TYP)

LANDSCAPED

AREA (TYP)

LANDSCAPED

AREA (TYP)

EXISTING

OVERGROWTH

STONE DRIVE

CONC

BASKETBALL

COURT

EXERCISE

AREA

8' POLE

8" POLE

(TYP)

LIMITS OF

UTILITY

EQUIPMENT

METAL

PLATFORM

WATER

FOUNTAIN

BRICK

PLANTER

PLANTER

EXERCISE

AREA

LIMITS OF

UTILITY

EQUIPMENT

2" METAL

POST

16.3'x10.0'

SHED

2" METAL PIPE

6" CURB

AROUND PLANTER

4.7'

1.

2'

1.

2'

4.7'

4.

7'

4.

7'

1.2'

4.7'

1.

2'

1.2' 4.

7'

4.

8'

1.

2'4.7'

4.7' 1.

1'

4.

7'

1.1'

4.7'

1.

2'

4.7' 1.

2'

5.1' 1.

2'

1.2'

5.

2'

4.

7'1.2'

4.

7'1.2'

4.7'

1.

2'

1.2'

4.

7'4.

7'1.2'

.2

18.6'

19.6' 4.

8' 44.1' 5.

9' 17.1'

.4

65.5'

.2

6.0'

.1

23.4'

.6

81.8'6.

0'

17.3'

.7

45.8'

.0

12"

10"

20" TWIN

14"

24"

20"

10"

12"

12" TWIN

38"

12"

8"

10"

10"

12" CLUSTER

9" TWIN

18" 20"

28"

8" TWIN

28"

12"

13"

24"

26"

20" TWIN20" TWIN6"

14"

22"

12" TRIPLET

14"

6"

7" 7"

9" TWIN

36"

10"

34"

12" 12"

SOLAR PANEL

SOLAR PANEL

SOLAR PANEL

SOLA

R PANEL

SH

IP

PI

NG

C O

NT

AI

NE

R

CONC PAD

TO BE REMOVED

CONC

DECK

GRAVEL

CONC

SOLAR PANEL

EQUIPMENT

4.9'

4.7' 1.2'

4.7' 1.

1'

1.2'

HALLWAY TO

ANOTHER BUILDING

CONC WALK

(TYP)

CONC WALK

(TYP)

COVERED

AREA (TYP)

ASPHALT

DRIVEDROP INLET (TYP)

.1'

104.4'

.1'

104.4'

POST

(TYP)

GROUNDING ROD

(TYP)

BU

IL

D

IN

G

.4

METAL

STAIRS

(TYP)

17"

16"

18" A-3

DRI-1

A-2

B-2

B-4

B-3

B-1

DROP INLET

GRATE EL 8.39

NW 12" RCP INV 5.41

DROP INLET

GRATE EL 8.51

SE 12" RCP INV 6.31

NW 12" RCP INV 6.47

NW 4" PVC INV 5.12

RIM EL 10.25

N 18" RCP INV 5.04 (DU)

SE 12" RCP INV 6.52

SE 4" PVC INV 5.11

SW 15" RCP INV 5.10

DROP INLET

GRATE EL 7.75

N 8" PVC INV 5.34

NE 15" RCP INV 5.21

S 18" RCP INV 5.22 (DU)

SW 12" PVC INV 5.45

NW 6" PVC INV 5.41

DROP INLET

GRATE EL 8.75

NE 18" RCP INV 4.44 (DU)

W 18" RCP INV 3.75 (DU)

6" PVC

E INV 8.40

W INV 8.51

9"

CP W

ATER

(2.

' D P)

4"

PVC SANITARY FORCE M

AIN

(4.

' D P)

LIMITS OF

DEMOLITION

SOLAR PANELS,

SUPPORTS, AND

EQUIPMENT TO BE

MAINTAINED AND

PROTECTED (TYP.)

DRAINAGE

LINES TO BE

REMOVED

EXISTING

ELECTRIC

SERVICE TO BE

RELOCATED

ELECTRIC

EQUIPMENT

AND SOURCE

TO BE

REMOVED

ELECTRIC

EQUIPMENT TO

BE RELOCATED

EXISTING

ELECTRIC

SOURCE TO

BE REMOVED

EXISTING

HYDRANT AND

VALVE TO BE

REMOVED

EXISTING

WATER

SERVICE TO

BE REMOVED

EXISTING SANITARY

FORCE MAIN

TO BE REMOVED

EXISTING

BUILDING TO

BE DEMOLISHED

SIDEWALK TO

BE REMOVED

SIDEWALK TO

BE DEMOLISHED

STONE DRIVE TO

BE REMOVED

INLET TO BE

REMOVED

SHIPPING

CONTAINER TO

BE REMOVED

TO BE REMOVED

EXISITNG

BUILDING TO

BE REMOVED

WHEEL STOPS

TO BE REMOVED

(TYP.)

SOLAR PANELS,

SUPPORTS, AND

EQUIPMENT TO BE

MAINTAINED AND

PROTECTED (TYP.)

SAW CUT LIMIT

(2' FROM EOP)

SAW CUT LIMIT

(2' FROM EOP)

EXISTING

FENCE TO BE

REMOVED

SOLAR POWER EQUIPMENT

TO BE MAINTAINED AND

PROTECTED DURING

CONSTRUCTION

WHEEL STOPS

TO BE REMOVED

(TYP.)

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

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 SOLAR PANEL

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

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

EXISTING SIDEWALK

PROJECT BOUNDARY LIMITS

EXISTING ASPHALT DRIVEWAY

EXISTING GRAVEL PAVEMENT

EXISTING OVERHEAD ELECTRIC

EXISTING OVERGROWTH

EXISTING TRANSFORMER

EXISTING SUPPORT POST

EXISTING GROUNDING ROD

EXISTING CURB STOP

EXISTING DIRT DRIVE

Revisions DateRevisions Date

VA Project No.

RDC/JPA Project No.

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

CONSTRUCT

DENTAL CLINC

09/06/2022 APJS

516-349

BAY PINES, FL

BUILDING

100% 21001.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

1 65% DESIGN 05/24/2022

CONSTRUCTION SET

CD - 071_____________

DEMOLITION PLAN

00 20' 40'

N O

R

TH

SITE INFORMATION:

ADDRESS: 10000 BAY PINES BLVD

BAY PINES, FL 33744

CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS

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. NO EXCAVATION OR FILLING MUST OCCUR IN THE CRITICAL ROOT ZONE. TREE PROTECTION

BARRIERS ARE TO REMAIN FOR THE DURATION OF CONSTRUCTION.

3. ALL UTILITIES SHALL BE DISCONNECTED AND REMOVED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.

4. ANY PUBLIC 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.

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.

12. ANY EXCAVATION OR IMPACTS TO THE ROOT SYSTEM OF ANY TREE TO REMAIN MAY REQUIRE ROOT PRUNING, EVEN IF IT IS OUTSIDE OF THE TREE BARRICADE AREA. DO NOT TRENCH UNDER TREES.

13.EROSION CONTROL IS PERFORMANCE BASED. ADDITIONAL EROSION CONTROL MAY BE REQUIRED IF

ANYTHING OTHER THAN CLEAN STORMWATER IS LEAVING THE SITE.

14. A PRE-CONSTRUCTION MEETING SHALL BE SET UP TO DISCUSS THESE AND OTHER ISSUES RESULTING IN THIS CONSTRUCTION PROJECT. THIS SHALL BE COORDINATED THROUGH THE CONSTRUCTION SITE

PROJECT MANAGER.

15.FIRE DEPARTMENT ACCESS AND WATER SUPPLY SHALL BE ESTABLISHED BEFORE ANY VERTICAL CONSTRUCTION BEINGS. THE CONNECTION SHALL MEET THE REQUIREMENTS OF NFPA 1 2015 EDITION, CHAPTER 18.

16.CONSTRUCTION SHALL MEET THE REQUIREMENTS OF NFPA 1 2013 EDITION CHAPTER 16 FIRE SPRINKLER PROTECTION. SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS TO INCLUDE BUT NOT BE LIMITED TO COMPLYING WITH NFPA 241, ESTABLISHING A FIRE PROTECTION PLAN, PROVIDING AND MAINTAINING ADEQUATE ESCAPE FACILITIES, PROVIDING AND MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE ENTIRE PROJECT, PROVIDING STAIRS, STANDPIPE, AND FIRE SPRINKLER PROTECTION AS THE BUILDING PROGRESSES. A PRE-CONSTRUCTION MEETING SHALL BE SET UP TO DISCUSS THESE AND OTHER ISSUES RESULTING IN THIS CONSTRUCTION PROJECT. THIS SHALL BE COORDINATED THROUGH THE CONSTRUCTION SITE PROJECT MANAGER. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA-241.ALL UNDERGROUND FIRE LINES MUST BE INSTALLED PER NFPA-24 2013 EDITION BY A LICENSED CLASS 1, 2, OR 5 FIRE PROTECTION SYSTEM CONTRACTOR WITH

SEPARATE PERMIT AND PLANS.

DEMOLITION NOTES:

SEDIMENT CONTAINMENT FILTER BAG

Revisions DateRevisions Date

VA Project No.

RDC/JPA Project No.

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

CONSTRUCT

DENTAL CLINC

09/06/2022 APJS

516-349

BAY PINES, FL

BUILDING

100% 21001.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

1 65% DESIGN 05/24/2022

CONSTRUCTION SET

GK-072_____________

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.

DETAIL- STAKED SILT BARRIER DETAILDETAIL-

N.T.S.

DETAIL- STAKED TURBIDITY BARRIER DETAILDETAIL-

N.T.S.

BUILDING

FF EL 11.27

4.7'

1.

2'

1.

2'

4.7'

4.

7'

4.

7'

1.2'

4.7'

1.

2'

1.2' 4.

7'

4.

8'

1.

2'4.7'

4.7' 1.

1'

4.

7'

1.1'

4.7'

1.

2'

4.7' 1.

2'

5.1' 1.

2'

1.2'

5.

2'

4.

7'1.2'

4.

7'1.2'

4.7'

1.

2'

1.2'

4.

7'4.

7'1.2'

.2

18.6'

19.6' 4.

8' 44.1' 5.

9' 17.1'

.4

65.5'

.2

6.0'

.1

23.4'

.6

81.8'6.

0'

17.3'

.7

45.8'

.0

4.9'

4.7' 1.2'

4.7' 1.

1'

1.2'

HALLWAY TO

ANOTHER BUILDING

COVERED

AREA (TYP)

PROPOSED 8' SIDEWALK

PROPOSED 6'

SIDEWALK, SEE DETAIL

ON SHEET CS-602

PROPOSED ASPHALT

DRIVEWAY

PROJECT LIMITS

PROJECT LIMITS

PROPOSED

TYPE 'F' CURB

.0'

9.3' 52.7'

.6'

2.7'

1.9

1.1

4.0'

.9'

75.3'

PROPOSED

DENTAL CLINIC

BUILDING

11,373 SF

FFE: 11.00

.0'

N1263725.73, E405471.79

PROPOSED

CONCRETE

SIDEWALK

N1263599.24, E405323.23

PROPOSED EOP

PROPOSED

STORMWATER

POND-1

N1263605.29, E405325.10

N1263631.94, E405390.15

N1263655.30, E405398.19

N1263671.92, E405344.35

N1263677.92, E405344.45

N1263866.35, E405367.39

N1263896.68, E405445.97

N1263755.06, E405515.68

N1263755.31, E405498.84

N1263735.28, E405530.07

N1263700.88, E405550.90

N1263695.01, E405568.56

N1263705.61, E405579.63

N1263698.11, E405586.81

N1263593.69, E405426.35

N1263603.70, E405729.49

N1263591.18, E405741.28

PROPOSED

TRANSFORMER PAD

(SEE ELEC PLANS)

PROPOSED ASPHALT

DRIVEWAY

N1263475.18, E405236.03

N1263467.28, E405237.70

N1263414.25, E405227.63

PROJECT LIMITS

N1263440.96, E405213.42

N1263876.61, E405374.13

N1263879.96, E405381.38

N1263491.92, E405273.77

N1263497.55, E405283.76

N1263445.57, E405520.95

N1263448.02, E405423.27

N1263446.44, E405323.24

N1263426.81, E405411.87

N1263443.20, E405373.08

N1263465.31, E405382.41

N1263464.32, E405505.82

N1263520.88, E405506.92

N1263560.30, E405409.90

N1263567.69, E405442.35

N1263602.94, E405335.97

N1263609.83, E405347.66

N1263597.01, E405333.54

N1263585.58, E405340.25

N1263572.23, E405447.10

N1263564.34, E405446.09

N1263627.80, E405498.89

N1263644.78, E405516.63

N1263587.84, E405457.14

N1263469.60, E405316.84

N1263586.36, E405349.60

N1263590.31, E405359.90

N1263597.30, E405357.98

N1263608.76, E405353.56

N1263671.64, E405356.38

N1263677.54, E405360.37

N1263684.65, E405370.18

N1263661.97, E405363.38

N1263864.57, E405374.29

N1263862.43, E405382.23

N1263729.17, E405383.60 N1263727.47, E405389.36

N1263519.18, E405597.64

N1263540.81, E405632.16

N1263484.61, E405277.01

N1263490.99, E405288.33

N1263505.35, E405308.92

N1263540.25, E405334.73

N1263511.91, E405304.34

N1263564.58, E405412.48

N1263866.00, E405475.79

N1263865.92, E405462.85

N1263882.31, E405445.09

N1263853.02, E405447.74

N1263803.72, E405453.11

N1263788.06, E405483.52

N1263861.94, E405371.33

N1263793.39, E405475.92

N1263796.47, E405425.04

N1263768.40, E405422.42

N1263735.79, E405463.98

N1263782.53, E405423.62

N1263736.54, E405449.43

N1263755.63, E405484.70

N1263703.73, E405626.45

N1263621.05, E405705.46

N1263687.80, E405623.24

N1263685.11, E405599.25

N1263686.27, E405618.12

N1263688.98, E405562.25

N1263617.34, E405467.61

N1263599.64, E405448.04

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 SOLAR PANEL

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

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

EXISTING SIDEWALK

PROJECT BOUNDARY LIMITS

EXISTING ASPHALT DRIVEWAY

EXISTING GRAVEL PAVEMENT

EXISTING OVERHEAD ELECTRIC

EXISTING OVERGROWTH

EXISTING TRANSFORMER

EXISTING SUPPORT POST

EXISTING DIRT DRIVE

PROPOSED LEGEND

PROPOSED CURB LINE

PROPOSED EDGE OF PAVEMENT

PROPOSED BUILDING OUTLINE

PROPOSED SIDEWALK

PROPOSED BUILDING OVERHANG

PROPOSED BAHIA SOD

5.7

4% PROPOSED SLOPE

PROPOSED SPOT ELEVATION

PROPOSED ASPHALT PAVEMENT

PROPOSED CURB STOP

PROPOSED TREE LINE

PROPOSED DETECTABLE WARNING

PROPOSED POROUS ASPHALT PAVEMENT

PROPOSED SAND GROWN BAHIA SOD

Revisions DateRevisions Date

VA Project No.

RDC/JPA Project No.

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

CONSTRUCT

DENTAL CLINC

09/06/2022 APJS

516-349

BAY PINES, FL

BUILDING

100% 21001.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

1 65% DESIGN 05/24/2022

CONSTRUCTION SET

CS - 100_____________

GEOMETRIC CONTROL PLAN

SITE INFORMATION:

ADDRESS: 10000 BAY PINES BLVD

BAY PINES, FL 33744

CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

00 20' 40'

N O

R

TH

BUILDING

FF EL 11.27

SOLAR PANEL INVERTER

METAL STAIRS

ON CONC PAD

(TYP)

LANDSCAPED

AREA (TYP)

LANDSCAPED

AREA (TYP)

EXISTING

OVERGROWTH

CONC

BASKETBALL

COURT

8" POLE

(TYP)

EXERCISE

AREA

2" METAL

POST

2" METAL PIPE

6" CURB

AROUND PLANTER

4.7'

1.

2'

1.

2'

4.7'

4.

7'

4.

7'

1.2'

4.7'

1.

2'

1.2' 4.

7'

4.

8'

1.

2'4.7'

4.7' 1.

1'

4.

7'

1.1'

4.7'

1.

2'

4.7' 1.

2'

5.1' 1.

2'

1.2'

5.

2'

4.

7'1.2'

4.

7'1.2'

4.7'

1.

2'

1.2'

4.

7'4.

7'1.2'

.2

18.6'

19.6' 4.

8' 44.1' 5.

9' 17.1'

.4

65.5'

.2

6.0'

.1

23.4'

.6

81.8'6.

0'

17.3'

.7

45.8'

.0

12"

10"

20" TWIN

14"

24"

20"

10"

12"

38"

12"

8"

10"

9" TWIN

18"

28"

12"

13"

14"

22"

6"

7" 7"

9" TWIN

36"

10"

34"

12" 12"

SOLAR PANEL

SOLAR PANEL

SOLAR PANEL

SOLA

R PANEL

SOLAR PANEL

EQUIPMENT

4.9'

4.7' 1.2'

4.7' 1.

1'

1.2'

HALLWAY TO

ANOTHER BUILDING

CONC WALK

(TYP)

CONC WALK

(TYP)

COVERED

AREA (TYP)

ASPHALT

DRIVEDROP INLET (TYP)

POST

(TYP)

GROUNDING ROD

(TYP)

16"

18"

PROPOSED 8' SIDEWALK

PROPOSED 6'

SIDEWALK, SEE DETAIL

ON SHEET CS-602

PROPOSED ASPHALT

DRIVEWAY

PROJECT LIMITS

PROJECT LIMITS

PROPOSED

TYPE 'F' CURB

.0'

9.3' 52.7'

.6'

2.7'

1.9

1.1

4.0'

.9'

75.3'

PROPOSED

DENTAL CLINIC

BUILDING

11,373 SF

FFE: 11.00

.0'

PROPOSED

CONCRETE

SIDEWALK

PROPOSED EOP

PROPOSED

STORMWATER

POND-1

PROPOSED

TRANSFORMER PAD

(SEE ELEC PLANS)

PROPOSED

45° PARKING

(TYP)

PROPOSED

WHEEL STOP

(TYP)

PROPOSED

POROUS PAVEMENT

PARKING AREA

42 SPACES

PROPOSED DETECTABLE

WARNING SYSTEM

PROPOSED

FLUSH

SIDEWALK

PROPOSED

FLUSH

SIDEWALK

PROPOSED STEP

PROPOSED

TYPE-F CURB

PROPOSED

LOADING DOCK

PROPOSED

EDGE OF

PAVEMENT

PROPOSED

EDGE OF

PAVEMENT

PROPOSED ASPHALT

DRIVEWAY

PROJECT LIMITS

PROPOSED

FLUSH

SIDEWALK

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 SOLAR PANEL

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

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

EXISTING SIDEWALK

PROJECT BOUNDARY LIMITS

EXISTING ASPHALT DRIVEWAY

EXISTING GRAVEL PAVEMENT

EXISTING OVERHEAD ELECTRIC

EXISTING OVERGROWTH

EXISTING TRANSFORMER

EXISTING SUPPORT POST

EXISTING GROUNDING ROD

EXISTING DIRT DRIVE

PROPOSED LEGEND

PROPOSED CURB LINE

PROPOSED EDGE OF PAVEMENT

PROPOSED BUILDING OUTLINE

PROPOSED SIDEWALK

PROPOSED BUILDING OVERHANG

PROPOSED BAHIA SOD

5.7

4% PROPOSED SLOPE

PROPOSED SPOT ELEVATION

PROPOSED ASPHALT PAVEMENT

PROPOSED CURB STOP

PROPOSED TREE LINE

PROPOSED DETECTABLE WARNING

PROPOSED POROUS ASPHALT PAVEMENT

PROPOSED SAND GROWN BAHIA SOD

Revisions DateRevisions Date

VA Project No.

RDC/JPA Project No.

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

CONSTRUCT

DENTAL CLINC

09/06/2022 APJS

516-349

BAY PINES, FL

BUILDING

100% 21001.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

1 65% DESIGN 05/24/2022

CONSTRUCTION SET

CS - 101_____________

SITE PLAN

SITE INFORMATION:

ADDRESS: 10000 BAY PINES BLVD

BAY PINES, FL 33744

CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

00 20' 40'

N O

R

TH