ATTACHMENT 4 - Drawings - Part 3.pdf

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'

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

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"

SOLAR PANEL

SOLAR PANEL

SOLAR PANEL

SOLA

R PANEL

ASPHALT

SOLAR PANEL

EQUIPMENT

4.9'

4.7' 1.2'

4.7' 1.

1'

1.2'

ANOTHER BUILDING

CONC WALK

(TYP)

CONC WALK

(TYP)

COVERED

AREA (TYP)

ASPHALT

DRIVEDROP INLET (TYP)

POST

(TYP)

GROUNDING ROD

(TYP)

16"

18"

9 9

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)

E INV 8.40

W INV 8.51

.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

STORMWATER

POND-1

PROPOSED

TRANSFORMER PAD

(SEE ELEC PLANS)

9.71

9.58

9.75

9.89

9.45

9.53

9.71

8.65 (EX)

8.60 (EX)

8.52 (EX)

8.67

(EX)

9.39

(FC)

9.83

8.15

(LP)

8.39

9.78

9.59

9.12

9.19

9.529.77

(FC)

9.75

(FC)

9.80

(FC)

9.86

9.57

9.65

9.54

9.10

9.04

9.01

8.71

10.78

10.95

10.56

10.39

10.19

9.89

10.66

10.96

(DS)

10.80(TS)

10.30(BS)

10.50

10.50

8.09

10.25

9.15

9.83

8.87

8.91

9.40

9.19

10.75

8.06

8.05

8.38

8.54

8.90

8.00

8.42

8.66

(HP)

8.10

(LP)

8.62

8.84

9.11

9.44

8.92

9.70

9.79

9.32

9.43

(EX)

9.45

(EX)

10.49

(EX)

10.54

(EX)

10.13

9.48

(EX)

9.36

(EX)

9.39

9.23

9.51

9.34

9.20 8.95

9.66 9.84

9.95 9.63

2.

7%

1.

1%

2.2%

3.

5%

3.8%

3.8%

1.7%

1.6%

1.8%

1.8%

1.9%

2.

0%

9.00

10.10

10.95

0.7%

9.16

9.39

9.12

9.42

9.29

9.27

8.71

8.43

8.17

(LP)

3.

9%

1.7%

7.7%

2.

2%

2.4%

2.8%

1.5

1.0

1.2

10.00

9.23

9.62

9.07

9.37

8.74

9.03

8.45

8.82

8.18

8.73

9.13

9.32

9.56

9.76

9.64

9.68

9.41

9.73

9.77

8.95

9.61

8.68

8.76

1.6

1.2

1.0%

1.9%

9.57

9.70

8.80

8.17

9.45

9.34

9.68

9.74

10.90

10.66

2.

1%

2.

6%

0.6%

1.

3%

0.8%

1.3%

1.

5%

0.

2%

0.3%

9.68

9.75

9.52

10.70

9.30

9.22

10.07

9.45

9.21

9.67

9.54

9.81

9.74

9.95 (HP)

9.61

9.67

9.43

9.55

9.17

9.95

(HP)

1.

7%

1.1

10.80(TS)

10.30(BS)

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 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

5.7

4% PROPOSED SLOPE

PROPOSED SPOT ELEVATION

PROPOSED ASPHALT PAVEMENT

PROPOSED CURB STOP

PROPOSED TREE LINE

PROPOSED DETECTABLE WARNING

PROPOSED DRAINAGE PIPE

PROPOSED POROUS ASPHALT PAVEMENT

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

CG - 151_____________

GRADING AND DRAINAGE PLAN

00 20' 40'

N O

R

TH

SITE INFORMATION:

ADDRESS: 10000 BAY PINES BLVD

BAY PINES, FL 33744

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

10000 BAY PINES BLVD

BAY PINES, PINELLAS COUNTY FL 33744

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

GRADING NOTES:

1. 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 CONCRETE 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. CONTRACTOR TO 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, 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. DRAINAGE SYSTEM TO BE FLUSHED AFTER CONSTRUCTION.

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

5' CHAIN LINK FENCE

AROUND EDGE OF PAVEMENT

6" CURB

AROUND

PLANTER

6" CURB

AROUND PLANTER

4.7'

1.

2'

1.

2'

4.7'

1.

1'

4.7'

4.7'

1.

1'

5.0' 5.2'

1.

2'

4.9'

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'

.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

10"

19"

12"

36"

10"

34"

12" 12"

17"

SOLAR PANEL

SOLAR PANEL

SOLAR PANEL

SOLA

R PANEL

COVERED

DRIVE THRU

LANES

ASPHALT

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)

20" 9"16"

10"

12" TRIPLET

14"9"

9" TWIN14"9"15" TWIN

7" TWIN

18"

ASPHALT

PARKING

SIGN

18"

13"

12"

CONC WALK

(TYP)

16"

18"

9 9

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

RIM EL 10.14

NE 12" PVC INV 5.88

RIM EL 9.89

N 6" VCP INV 6.34

SE 6" PVC INV 6.38

W 6" VCP INV 6.49 (DU)

DROP INLET

GRATE EL 8.75

NE 18" RCP INV 4.44 (DU)

W 18" RCP INV 3.75 (DU)

TOP 18" RCP 7.56 (DU)

6" PVC

E INV 8.40

W INV 8.51

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

PIV

FDC

540 LF PROPOSED

2.5" PVC (C900)

CHILLED WATER

TIE INTO EXSTING

CHILLED WATER

PROPOSED

GENERATOR

FEED

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 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 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 - 170_____________

OVERALL UTILITY PLAN

00 40' 80'

N O

R

TH

SITE INFORMATION:

ADDRESS: 10000 BAY PINES BLVD

BAY PINES, FL 33744

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

10000 BAY PINES BLVD

BAY PINES, PINELLAS COUNTY, FL 33744

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

UTILITY 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

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. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY

OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE

FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS

NOT TO EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. A REPORT FROM A

GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR.

CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. 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.

6. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTION FEES.

7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL

EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS NECESSARY TO

PROVIDE FOR THEIR PROTECTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE

LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE

UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING

CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR

AND REPLACE ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR.

8. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND

UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO CURBING, PAVING, AND

COMPACTED SUBGRADE.

9. CONTRACTOR SHALL EXCAVATE ONLY AS MUCH TRENCH WHICH PIPE CAN BE INSTALLED AND

TRENCH BACKFILLED BY THE END OF EACH WORK DAY.

10. ALL UNDERGROUND UTILITY TRENCHES SHALL BE BACKFILLED WITH SAFE CLEAN FILL.

11.FLOW PRESSURE TO ALL FIRE HYDRANTS SHALL HAVE MINIMUM 600 GALLONS PER MINUTE AT

A MINIMUM RESIDUAL PRESSURE OF 20 POUNDS PER SQUARE INCH.

12. ALL TRENCHES SHALL BE PROPERLY SECURED AND BRACED.

13. ALL EXISTING CASTING AND INLET TOPS OR GRATES MUST BE ADJUSTED TO THE PROPOSED

GRADE, UNLESS OTHERWISE INDICATED.

14. ALL PROPOSED UTILITIES, INCLUDING ELECTRIC SERVICE, SHALL BE PLACED UNDERGROUND.

15. ALL CONNECTIONS TO EXISTING UTILITIES AND TESTING SHALL BE PERFORMED IN THE

PRESENCE OF UTILITY OWNERS AND PENNONI. CONNECTION LOCATIONS MUST BE

APPROVED IN FIELD AFTER PIPE IS EXPOSED. CONTRACTOR SHALL PROVIDE WRITTEN

REQUEST TO PENNONI WITH PROPOSED TIME AND DATE OF CONNECTION AT LEAST 5

WORKING DAYS IN ADVANCE OF PLANNED CONNECTION. COORDINATE WITH LOCAL

JURISDICTION ON THE CAPPING AND DISCONNECTING REQUIREMENTS FOR

16. ANY EXISTING SERVICES.ALL BUILDINGS CONTAINING KITCHENS / RESTAURANTS REQUIRE

GREASE TRAPS SIZED IN ACCORDANCE WITH THE EPA REGULATIONS WITHIN SANITARY

LATERALS.

17.CONTRACTOR SHALL CALL FOR A 000-SITE DEVELOPMENT MEETING WITH THE ENGINEERING

DEPARTMENT UTILITY CONSTRUCTION INSPECTORS PRIOR TO THE START OF ANY

CONSTRUCTION ACTIVITIES ON SITE.

18.ON SITE SANITARY SEWER IS PRIVATELY OWNED.

19. A SEPARATE PERMIT IS REQUIRED FOR THE SEWER CUT AND CAP. THE CUT AND CAP PERMIT

MUST BE OBTAINED BY A LICENSED PLUMBER, ISSUED, INSPECTED, AND COMPLETED PRIOR

TO THE ISSUANCE OF THE ASSOCIATED DEMOLITION PERMIT.

20.DOGHOUSE MANHOLES ARE NOT PERMITTED FOR SANITARY SEWER MANHOLES.

21.CONTRACTOR SHALL VERIFY MINIMUM SEPARATION BETWEEN THE OUTSIDE DIAMETER OF

WATER, RECLAIMED WATER, STORM SEWER AND SANITARY SEWER SYSTEMS (18" MINIMUM

VERTICAL AND 10' MINIMUM HORIZONTAL SEPARATIONS). UPON COMPLETION OF

CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION AND PHOTOS

DOCUMENTING THE MINIMUM SEPARATION AS CONSTRUCTED. CONSTRUCTION SHALL

COMPLY WITH 62-555, FAC

22.ALL WATER, WASTEWATER, AND RECLAIMED WATER LINES CROSSING OTHER UTILITY LINES

HAVE AT LEAST 18" VERTICAL CLEARANCE.

23.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.

24.FIRE WATER SYSTEM PIPING

24.1. 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.

24.2. 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.

24.3. POLYVINYL CHLORIDE (PVC):

24.3.1. FOUR (4) INCHES DIAMETER AND GREATER - CLASS 150 PIPE MEETING AWWA C-900

(DR 14). FIRE LINES, BACKFLOW PREVENTION AND APPURTENANCES SHALL COMPLY

WITH NFPA 24 WITH DR 14 PIPE (CLASS 200) AND TESTED AT 200 PSI. FOR 24 HOURS

IN ACCORDANCE WITH NFPA 24.

25.WATER MAIN AND FORCE MAIN SYSTEM TESTING

25.1. THE CONTRACTOR SHALL PUMP THE LINES TO A PRESSURE EQUAL TO OR GREATER

THAN 150 PSI OR 200 PSI (DR 14). SHOULD PRESSURE FALL BELOW 150 PSI DURING THE

TEST PERIOD, IT SHALL BE VOIDED AND RESTARTED. TEST PERIOD SHALL BE TWO (2)

HOURS. ALLOWABLE LEAKAGE SHALL BE COMPUTED IN ACCORDANCE WITH AWWA

MANUAL M23, LATEST REVISION.

26.POTABLE WATER AND FORCE MAIN FITTINGS

26.1. THRUST RESTRAINT:

26.2. ALL POTABLE WATER AND SEWER FORCE MAIN VALVES AND FITTINGS SHALL BE

RESTRAINED AGAINST THRUST FROM 150 PSI TEST PRESSURE BY FLANGED OR

"MEGALUG" TYPE CONNECTORS. ALL PIPE JOINTS LYING WITHIN THE LISTED MINIMUM

DISTANCE OF ANY FITTING OR VALVE SHALL ALSO BE RESTRAINED. WHEN CASINGS

FALL WITHIN THE MINIMUM DISTANCE FROM A FITTING, RESTRAIN ALL JOINTS INSIDE

THE CASING IN ADDITION TO THE REQUIRED MINIMUM LENGTH OF BURIED PIPE. PLEASE

REFERENCE THE RESTRAINT TABLE ON THE UTILITY PLAN WHICH DESCRIBES THE

MINIMUM LENGTH OF PIPE THAT SHALL BE CONTINUOUSLY RESTRAINED ON BOTH SIDES

OF DIFFERENT TYPES AND SIZES OF POTABLE WATER AND FORCE MAIN FITTINGS. RULE

62-555-320(21) (B)

27.NO EXISTING METERS ARE TO BE REMOVE FROM THE SITE.

28.ALL WATER LINES LOCATED AFTER BACKFLOW DEVICES AND METERS ARE CONSIDERED

PRIVATE.

29.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.

30.PRIOR TO ISSUANCE OF CO:

30.1. SUBMIT A MAINTENANCE AGREEMENT OF THE STORMWATER MAINTENANCE SYSTEM

SIGNED AND ACCEPTED BY THE PROJECT’S OWNER.

30.2. SUBMIT FIVE (5) 24”X36” SIGNED AND SEALED SETS OF RECORD DRAWINGS AND ONE (1)

ENGINEER OF RECORD CERTIFICATION LETTER CERTIFYING THAT THE PROJECT

INFRASTRUCTURE WAS CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE

APPROVED DESIGN AND SPECIFICATIONS AND WILL MEET ALL GOVERNING AGENCIES

APPLICABLE RULES AND REGULATIONS. SHOULD THE RECORD DRAWINGS SHOW

SUBSTANTIAL DEVIATIONS FROM DESIGN CALCULATIONS AND PERMITTED PLANS, A

NARRATIVE IDENTIFYING THE CHANGES SHALL BE INCLUDED AS PART OF THE

CERTIFICATION LETTER.

30.3. PASS FINAL STORMWATER INSPECTION.

31.THE CONTRACTOR SHALL BE APPROVED FOR UTILITY SHUTDOWN REQUEST PRIOR TO START

OF UTILITY WORK. THE VA SHALL BE PRESENT AT POWER MAIN TIE IN.

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'

.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"

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

RIM EL 9.89

N 6" VCP INV 6.34

SE 6" PVC INV 6.38

W 6" VCP INV 6.49 (DU)

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

PROJECT LIMITS

PROJECT LIMITS

PROPOSED

STORMWATER

POND-1

PROPOSED

TRANSFORMER PAD

(SEE ELEC PLANS)

PROJECT LIMITS

TIE INTO EXISTING

SANITARY LINE,

INV. = 6.32' (FIELD

VERIFY INVERT)

46 LF OF 4" PVC @ 0.5%

PROPOSED 4" PVC

SANITARY

INV. = 4.06'

204 LF PVC

SANITARY FORCE

MAIN RELOCATION

TIE INTO

EXISTING

FORCE MAIN

TIE INTO

EXISTING

FORCE MAIN

TIE INTO

EXISTING

WATER MAIN

14 LF 2" PVC

DOMESTIC

SERVICE

PROPOSED 4"

CHILLED WATER

SERVICE

45 DEGREE BEND (MJ)

PROPOSED

FIRE HYDRANT

AND GATE

VALVE

50 LF 9" DIP WATER

MAIN RELOCATION

(RESTRAINED)

2" RPZ

BACKFLOW

PREVENTOR

9" X 2" TEE (MJ)

45° BEND (MJ)

45° BEND (MJ)

135 LF 6" PVC (DR-14)

FIRE SERVICE (RESTRAINED)

9" X 6" TEE (MJ)

PROPOSED 2"

GAS SERVICE

& METER

TIE INTO EXISTING

CHILLED WATER

LINE ADJACENT

TO BLDG 102

N1263804.56, E405399.39

N1263788.68, E405408.98

N1263631.92, E405381.72

TO EX MH-207A

(SEE ELEC PLANS)

PIV

PROPOSED 4"

FIRE SERVICE

(149 LF DR-14 PVC)

9" X 4" TEE (MJ)

FDC

TIE INTO EXISTING

6" WATER MAIN

AND VERTICAL

ADJUSTMENT

N1263604.77, E405353.44

N1263602.47, E405365.81

PROPOSED

UTILITY POLE

PROPOSED 1.5"

GAS SERVICE

TO GENERATOR

PROPOSED

COMMUNICATION

DUCT BANK (SEE

DRAWING TS100)

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 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 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 - 171_____________

UTILITY PLAN

00 20' 40'

N O

R

TH

SITE INFORMATION:

ADDRESS: 10000 BAY PINES BLVD

BAY PINES, FL 33744

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

10000 BAY PINES BLVD

BAY PINES, PINELLAS COUNTY, FL 33744

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

UTILITY 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

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. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY

OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE

FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS

NOT TO EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. A REPORT FROM A

GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR.

CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. 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.

6. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTION FEES.

7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL

EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS NECESSARY TO

PROVIDE FOR THEIR PROTECTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE

LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE

UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING

CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR

AND REPLACE ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR.

8. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND

UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO CURBING, PAVING, AND

COMPACTED SUBGRADE.

9. CONTRACTOR SHALL EXCAVATE ONLY AS MUCH TRENCH WHICH PIPE CAN BE INSTALLED AND

TRENCH BACKFILLED BY THE END OF EACH WORK DAY.

10. ALL UNDERGROUND UTILITY TRENCHES SHALL BE BACKFILLED WITH SAFE CLEAN FILL.

11.FLOW PRESSURE TO ALL FIRE HYDRANTS SHALL HAVE MINIMUM 600 GALLONS PER MINUTE AT

A MINIMUM RESIDUAL PRESSURE OF 20 POUNDS PER SQUARE INCH.

12. ALL TRENCHES SHALL BE PROPERLY SECURED AND BRACED.

13. ALL EXISTING CASTING AND INLET TOPS OR GRATES MUST BE ADJUSTED TO THE PROPOSED

GRADE, UNLESS OTHERWISE INDICATED.

14. ALL PROPOSED UTILITIES, INCLUDING ELECTRIC SERVICE, SHALL BE PLACED UNDERGROUND.

15. ALL CONNECTIONS TO EXISTING UTILITIES AND TESTING SHALL BE PERFORMED IN THE

PRESENCE OF UTILITY OWNERS AND PENNONI. CONNECTION LOCATIONS MUST BE

APPROVED IN FIELD AFTER PIPE IS EXPOSED. CONTRACTOR SHALL PROVIDE WRITTEN

REQUEST TO PENNONI WITH PROPOSED TIME AND DATE OF CONNECTION AT LEAST 5

WORKING DAYS IN ADVANCE OF PLANNED CONNECTION. COORDINATE WITH LOCAL

JURISDICTION ON THE CAPPING AND DISCONNECTING REQUIREMENTS FOR

16. ANY EXISTING SERVICES.ALL BUILDINGS CONTAINING KITCHENS / RESTAURANTS REQUIRE

GREASE TRAPS SIZED IN ACCORDANCE WITH THE EPA REGULATIONS WITHIN SANITARY

LATERALS.

17.CONTRACTOR SHALL CALL FOR A 000-SITE DEVELOPMENT MEETING WITH THE ENGINEERING

DEPARTMENT UTILITY CONSTRUCTION INSPECTORS PRIOR TO THE START OF ANY

CONSTRUCTION ACTIVITIES ON SITE.

18.ON SITE SANITARY SEWER IS PRIVATELY OWNED.

19. A SEPARATE PERMIT IS REQUIRED FOR THE SEWER CUT AND CAP. THE CUT AND CAP PERMIT

MUST BE OBTAINED BY A LICENSED PLUMBER, ISSUED, INSPECTED, AND COMPLETED PRIOR

TO THE ISSUANCE OF THE ASSOCIATED DEMOLITION PERMIT.

20.DOGHOUSE MANHOLES ARE NOT PERMITTED FOR SANITARY SEWER MANHOLES.

21.CONTRACTOR SHALL VERIFY MINIMUM SEPARATION BETWEEN THE OUTSIDE DIAMETER OF

WATER, RECLAIMED WATER, STORM SEWER AND SANITARY SEWER SYSTEMS (18" MINIMUM

VERTICAL AND 10' MINIMUM HORIZONTAL SEPARATIONS). UPON COMPLETION OF

CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION AND PHOTOS

DOCUMENTING THE MINIMUM SEPARATION AS CONSTRUCTED. CONSTRUCTION SHALL

COMPLY WITH 62-555, FAC

22.ALL WATER, WASTEWATER, AND RECLAIMED WATER LINES CROSSING OTHER UTILITY LINES

HAVE AT LEAST 18" VERTICAL CLEARANCE.

23.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.

24.FIRE WATER SYSTEM PIPING

24.1. 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.

24.2. 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.

24.3. POLYVINYL CHLORIDE (PVC):

24.3.1. FOUR (4) INCHES DIAMETER AND GREATER - CLASS 150 PIPE MEETING AWWA C-900

(DR 14). FIRE LINES, BACKFLOW PREVENTION AND APPURTENANCES SHALL COMPLY

WITH NFPA 24 WITH DR 14 PIPE (CLASS 200) AND TESTED AT 200 PSI. FOR 24 HOURS

IN ACCORDANCE WITH NFPA 24.

25.WATER MAIN AND FORCE MAIN SYSTEM TESTING

25.1. THE CONTRACTOR SHALL PUMP THE LINES TO A PRESSURE EQUAL TO OR GREATER

THAN 150 PSI OR 200 PSI (DR 14). SHOULD PRESSURE FALL BELOW 150 PSI DURING THE

TEST PERIOD, IT SHALL BE VOIDED AND RESTARTED. TEST PERIOD SHALL BE TWO (2)

HOURS. ALLOWABLE LEAKAGE SHALL BE COMPUTED IN ACCORDANCE WITH AWWA

MANUAL M23, LATEST REVISION.

26.POTABLE WATER AND FORCE MAIN FITTINGS

26.1. THRUST RESTRAINT:

26.2. ALL POTABLE WATER AND SEWER FORCE MAIN VALVES AND FITTINGS SHALL BE

RESTRAINED AGAINST THRUST FROM 150 PSI TEST PRESSURE BY FLANGED OR

"MEGALUG" TYPE CONNECTORS. ALL PIPE JOINTS LYING WITHIN THE LISTED MINIMUM

DISTANCE OF ANY FITTING OR VALVE SHALL ALSO BE RESTRAINED. WHEN CASINGS

FALL WITHIN THE MINIMUM DISTANCE FROM A FITTING, RESTRAIN ALL JOINTS INSIDE

THE CASING IN ADDITION TO THE REQUIRED MINIMUM LENGTH OF BURIED PIPE. PLEASE

REFERENCE THE RESTRAINT TABLE ON THE UTILITY PLAN WHICH DESCRIBES THE

MINIMUM LENGTH OF PIPE THAT SHALL BE CONTINUOUSLY RESTRAINED ON BOTH SIDES

OF DIFFERENT TYPES AND SIZES OF POTABLE WATER AND FORCE MAIN FITTINGS. RULE

62-555-320(21) (B)

27.NO EXISTING METERS ARE TO BE REMOVE FROM THE SITE.

28.ALL WATER LINES LOCATED AFTER BACKFLOW DEVICES AND METERS ARE CONSIDERED

PRIVATE.

29.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.

30.PRIOR TO ISSUANCE OF CO:

30.1. SUBMIT A MAINTENANCE AGREEMENT OF THE STORMWATER MAINTENANCE SYSTEM

SIGNED AND ACCEPTED BY THE PROJECT’S OWNER.

30.2. SUBMIT FIVE (5) 24”X36” SIGNED AND SEALED SETS OF RECORD DRAWINGS AND ONE (1)

ENGINEER OF RECORD CERTIFICATION LETTER CERTIFYING THAT THE PROJECT

INFRASTRUCTURE WAS CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE

APPROVED DESIGN AND SPECIFICATIONS AND WILL MEET ALL GOVERNING AGENCIES

APPLICABLE RULES AND REGULATIONS. SHOULD THE RECORD DRAWINGS SHOW

SUBSTANTIAL DEVIATIONS FROM DESIGN CALCULATIONS AND PERMITTED PLANS, A

NARRATIVE IDENTIFYING THE CHANGES SHALL BE INCLUDED AS PART OF THE

CERTIFICATION LETTER.

30.3. PASS FINAL STORMWATER INSPECTION.

31.THE CONTRACTOR SHALL BE APPROVED FOR UTILITY SHUTDOWN REQUEST PRIOR TO START

OF UTILITY WORK. THE VA SHALL BE PRESENT AT POWER MAIN TIE IN.

32. UTILITY METERS SHALL BE IN ACCORDANCE WITH THE VA "ADVANCED UTILITY METERING

SYSTEM" SPECIFICATION (SECTION 25 10 10)

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

ASPHALT

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"

PIV

FDC

PROJECT LIMITS

PROJECT LIMITS

.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

STORMWATER

POND-1

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 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

TREE REMOVABLE TABLE

TYPE

ORNAMENTAL TREE

ORNAMENTAL TREE

ORNAMENTAL TREE

PINE TREE

PINE TREE

PINE TREE

PINE TREE

PINE TREE

OAK TREE

OAK TREE

OAK TREE

OAK TREE

PINE TREE

PINE TREE

SIZE (IN.)

17"

14"

12"

6"

20"

20"

26"

24"

8"

28"

20"

12"

10"

12"

TOTAL REMOVED 229 INCHES

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

LS - 401_____________

LANDSCAPE PLAN

00 20' 40'

N O

R

TH

1. EACH CANOPY, ACCENT TREE, PALM TREE, AND SHRUBS ARE REQUIRED TO HAVE

A 2-INCH LAYER OF ORGANIC MULCH NO LESS THAN 36-INCHES BEYOND ITS TRUNK

IN ALL DIRECTIONS

2. CANOPY TREES PLANTED WITHIN 7 FEET OF ANY ROADWAY, SIDEWALK, OR PUBLIC

UTILITY MUST HAVE A 24" ROOT BARRIER MATERIAL INSTALLED

3. ROOT BARRIER TO BE INSTALLED ON TREES MARKED (RB)

4. SOD ALL AREAS DISTURBED BY CONSTRUCTION NOT OTHERWISE PAVED OR

PLANTED. RESTORE AND SOD ALL RIGHT OF WAY AREAS DISTURBED BY

CONSTRUCTION.

LANDSCAPE NOTES:

KEY QTY SCIENTIFIC NAME COMMON NAME MIN. INITIAL SIZE MAXIMUM HEIGHT ESTIMATED CROWN (20-YEAR) NOTES

CANOPY TREES

SO 3 QUERCUS VIRGINIANA SOUTHERN OAK 39" CALIPER 80' 60' MIN. NATIVE, AVERAGE 30" DBH AT MATURITY

RM 6 ACER RUBRUM RED MAPLE 38" CALIPER 80' 25' MIN. NATIVE, AVERAGE 24" DBH AT MATURITY

REPLACEMENT TREE DBH AT

MATURITY 324" > 229"

PLANTING SCHEDULE

SO

RM

RM

RM

RM

RM

POND-1

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 2'

-0+25 0+00 1+00 2+00 2+25

OS-1 TO DMH-EX

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 2'

-0+25 0+00 1+00 2+00

PROPOSED SURFACE

PROPOSED SURFACE

PROPOSED

SURFACE

EXISTING

SURFACE

EXISTING SURFACE

I-2 DMH-1

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 2'

-0+25 0+00 1+00

EXISTING

SURFACE

EXISTING 4" PVC SANITARY

FORCEMAIN TO BE ADJUSTED

(INV. 2.02)

EXISTING 9" DIP WATER

LINE TO BE ADJUSTED

(INV. 3.35)

EXISTING 9" DIP WATER

LINE TO BE ADJUSTED

(INV. 3.78)

POND-1

POND-1

38"

14"

22" 16"

18" A-3

DRI-1

PROPOSED

STORMWATER

POND-1

8.15

(LP)

8.39

8.06

8.05

8.38

8.54

8.90

8.00

8.42

8.66

(HP)

8.10

(LP)

9.23

9.51

9.34

9.20 8.95

2.

7%

1.

1%

2.2%

3.

5%

3.8%

3.8%

1.8%

2.

0%

9.12

9.42

9.29

8.71

8.43

8.17

(LP)

3.

9%

7.7%

2.

2%

10.00

9.23

9.62

PROPOSED

FLUME (TYP.)

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 - 401_____________

STORM SEWER PROFILES

00 20' 40'

N O

R

TH

PROPOSED SANITARY FORCE MAIN ADJUSTMENT

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 2'

-0+25 0+00 1+00 2+00 2+25

EXISTING 15" RCP

DRAINAGE (INV. 5.10)

PROPOSED 2"

PVC WATER

(INV. 3.60)

EXISTING 2.25"

DIP WATER

(INV. 7.37)

EXISTING 9" DIP WATER

LINE TO BE ADJUSTED

(INV. 3.35)

PROPOSED 15" RCP

DRAINAGE (INV. 5.44)

PROPOSED WATER LINE ADJUSTMENT

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 2'

-0+50 0+00 1+00 2+00 2+50

PROPOSED 15" RCP

DRAINAGE (INV. 5.53)

EXISTING 4" SANITARY

FORCE MAIN TO BE

ADJUSTED (INV. 2.02)

EXISTING 2.25" DIP WATER

(INV. 7.37)

EXISTING 4" SANITARY

FORCE MAIN TO BE

ADJUSTED (INV. 2.02)

EXISTING 18" RCP

DRAINAGE (INV. 5.04)

" M

IN

" M

IN

" M

IN

" M

IN

PROPOSED 15" RCP

DRAINAGE (INV. 5.10)

PROPOSED

SURFACE

PROPOSED

SURFACE

EXISTING SURFACE EXISTING SURFACE

PROPOSED 2.75"

ADJUSTMENT FOR

EXISTING 4 " PVC

FORCE MAIN (127 LF)

PROPOSED 2.85"

ADJUSTMENT FOR

EXISTING 9 " PVC PIPE

(197 LF)

3' MINIMUM

EXISTING 9" DIP WATER

LINE TO BE ADJUSTED

(INV. 3.35)

" M

IN

PROPOSED 2.5"

CHILLED WATER

SERVICE

(INV. 8.05)

PROPOSED 2.5"

CHILLED WATER

SERVICE

(INV. 8.05)

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 - 402_____________

STORM SEWER PROFILES

00 20' 40'

SANITARY FORCE MAIN CONFLICT TABLE

CONFLICT

NUMBER CONFLICT NOTES PIPE ELEVATIONS

SANITARY SEWER SERVICE TO PASS

UNDER WATER LINE A 12" MINIMUM

CLEARANCE.

WATER LINE BOTT.: 3.35

SANITARY FORCE MAIN TOP:

2.35

2 SANITARY SEWER SERVICE TO PASS

UNDER 15" EXISTING DRAINAGE LINE.

STORM DRAINAGE BOTT.:

5.10

SANITARY FORCE MAIN TOP:

2.35

3 SANITARY SEWER SERVICE TO PASS

UNDER 18" EXISTING DRAINAGE LINE.

STORM DRAINAGE BOTT.:

5.04

SANITARY FORCE MAIN TOP:

2.35

SANITARY SEWER SERVICE TO PASS

UNDER WATER LINE WITH A 12" MINIMUM

CLEARANCE.

WATER LINE BOTT.: 3.35

SANITARY FORCE MAIN TOP:

2.35

5 SANITARY SEWER SERVICE TO PASS

UNDER WATER LINE.

WATER LINE BOTT.: 3.60

SANITARY FORCE MAIN TOP:

2.35

6 SANITARY SEWER SERVICE TO PASS

UNDER WATER LINE.

WATER LINE BOTT.: 7.37

SANITARY FORCE MAIN TOP:

2.35

7 SANITARY SEWER SERVICE TO PASS

UNDER 15" PROPOSED DRAINAGE LINE.

STORM DRAINAGE BOTT.:

5.44

SANITARY FORCE MAIN TOP:

2.35

WATER LINE CONFLICT TABLE

CONFLICT

NUMBER CONFLICT NOTES PIPE ELEVATIONS

WATER LINE TO PASS OVER SANITARY

FORCE MAIN WITH A 12" MINIMUM

CLEARANCE.

WATER MAIN BOTT.: 3.35

SANITARY FORCE MAIN TOP:

2.35

2 WATER LINE TO PASS UNDER 15" EXISTING

DRAINAGE LINE.

STORM DRAINAGE BOTT.:

5.10

WATER LINE TOP: 4.10

3 WATER LINE TO PASS UNDER CHILLED

WATER SERVICE.

CHILLED WATER SERVICE

BOTT.: 8.05

WATER LINE TOP: 4.10

WATER LINE TO PASS OVER SANITARY

FORCE MAIN WITH A 12" MINIMUM

CLEARANCE.

WATER MAIN BOTT.: 3.35

SANITARY FORCE MAIN TOP:

2.35

5 WATER LINE TO PASS UNDER DIP WATER

LINE.

DIP WATER LINE BOTT.: 7.37

WATER LINE TOP: 4.10

6 WATER LINE TO PASS UNDER 15"

PROPOSED DRAINAGE LINE.

STORM DRAINAGE BOTT.:

5.53

WATER LINE TOP: 4.10

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

CK - 601_____________

SITE DETAILS

DETAIL- POND 1

N.T.S.

DETAIL-

N.T.S.

ELEV: 8.00

6" 6"2'

6" 6"

3" 6" 6"

6" 16"

6" 6"

2'

" 3"

3" 18"

6"2'8'5' (MIN)

1' 2'

1'

CONCRETE FLUME

N.T.S.

DETAIL-

NOTE:

1. PAVING CONCRETE SHALL HAVE A MINIMUM

COMPRESSIVE STRENGTH OF 4,000 PSI AT

28-DAYS, ASTM C-94, AND:

A.) CONCRETE COMPRESSIVE STRENGTH; 4,000 PSI.

DESIGN FOR AVERAGE 4,475 PSI; 1" COARSE

AGGREGATE.

B.) CONCRETE FELXURAL STRENGTH; 575 PSI. DESIGN

FOR AVERAGE 620 PSI.

C.) CONCRETE SHALL CONTAIN MACRO-STYLE

SYNTHETIC FIBER REINFORCEMENT AT A RATE OF 1.5

LBS/CY OF MIX. FIBER LENGTH SHALL BE 12"-2 14" IN

LENGTH.

SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116.

C.1) CONCRETE SLUMP - 3 INCHES

C.2) WATER/CEMENTITIOUS MATERIAL RATIO - 0.48

(FLYASH 20% MAXIMUM BY TOTAL WEIGHT)

C.3) AIR CONTENT - 5%

C.4) WATER REDUCER, RETARDER, TYPE D

DETAIL- WHEEL STOPS - REINFORCED CONCRETE

N.T.S.

DETAIL-

N.T.S.

DETAIL- DOUBLE CHECK DETECTOR VALVE ASSEMBLYDETAIL-

N.T.S.

DETAIL- DOMESTIC RPZ ASSEMBLYDETAIL-

N.T.S.

ELEV: 5.00

DETAIL- SANITARY MANHOLE DETAILDETAIL-

N.T.S.

DETAIL- PC DOG HOUSE MANHOLE DETAILDETAIL-

N.T.S.

10. UTILITY METERS SHALL BE IN ACCORDANCE WITH

THE VA "ADVANCED UTILITY METERING SYSTEM"

SPECIFICATION (SECTION 25 10 10)