S02_RFP Attachment Drawings pages 1-43 compressed.pdf

WATER SYSTEM IMPROVEMENTS

JAMES A. HALEY VETERAN'S HOSPITAL

TAMPA, FL

PROJECT NO. 673 - 21 - 144

TITLE SHEET

GI001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

WATER SYSTEM IMPROVEMENTS

TAMPA, FL

Project Director

Revisions: Date:

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G of757.455.5800 FAX 757.455.5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

NO. 673 - 21 - 144BID DOCUMENTS

4/4/25

P R

O F

ESS I ONA L ENG

I N E

E R

F L O R I D A

L I C E N S EDA

V ID M. PARKER

No. 99979

STATE OF

BID DOCUMENTS

4/4/25

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.99

STONE PLANTER AREA

.5

.4

.5

.3

8.5' METAL RAIL FENCE

GATE

GATE

GATEG

A

TE

GATE

MOTOR

METAL

GATE

2' HEDGE ROW

7.4'x11.1'

GUARD SHACK

GATE

MOTOR

METAL

GATE

CANOPY"

.78

E W

.80

E W

.49

E W

.02

E W

.85

E W

ELECTRIC JUNCTION

BOXES ON CONC PAD

2 SERVICE

CABINETS

GATE CALL BOX

LIGHT POLE

CONC BASE (TYP)

RIBBON CURB

RED STRIPING

G A

TE

G A

TE

12" 12"

IRF 1/2 NO

CAP

G A

TE

G

ATE

G

ATE

G

AT

E

2" BACK FLOW

WATER PUMP

IRRIGATION VALVE

TOP NUT EL. 37.07

3" BACK FLOW

4" BACK FLOW IRRIGATION VALVE

WATER VALVE

TOP NUT EL. 33.38

WATER VALVE

TOP NUT EL. 34.36

IRRIGATION VALVE

TOP NUT EL. 36.72

IRRIGATION VALVE

TOP NUT EL. 37.03

IRRIGATION VALVE

TOP NUT EL. 36.67

BUILDING

METAL VAULT LID

CONTROL PANEL

BUILDING

SANITARY VALVE

TOP NUT EL. 36.31 CLEAN OUT

TOP EL. 39.04

CLEAN OUT

TOP EL. 39.04

COMMUNICATION

HAND HOLE

WATER VALVE

TOP NUT EL. 36.34

ELECTRIC

VAULT

LIFT STATION

CONTROL PANEL

VAULT METAL LID(LOCKED)

GATE

LIMITS OF PLANTER

SECURITY

HAND HOLE

PLANTER

HEDGE

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

MEMORIAL

WATER VALVE

TOP NUT EL. 35.36

TREE CANOPY

(TYP)

6' CHAIN LINK FENCE

WITH BARB WIRE TOP

8.0'x4.0'

GUARD SHACK

CLEAN OUT

TOP EL. 38.84

TREE CANOPY

(TYP) H

E D

G E

2' TALL

YARD LIGHT

H E

D G

E H

E D

G

E ELECTRIC VAULT

(METAL LID)

FIRE HYDRANT

WATER VALVE

TOP NUT EL. 33.70

HEDGE

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

LIMITS OF PLANTER

LIMITS OF

PLANTER

CONC SIDEWALK

4' TALL METAL

YARD LIGHT (TYP)

CONC SIDEWALK

PUMP HOUSE

WATER VALVE

TOP NUT EL. 35.16

WATER VALVE

TOP NUT EL. 35.56

IRRIGATION

VALVES

6" BACK FLOW

ON CONC PAD

BOLLARD (TYP)

TREE CANOPY

(TYP)

WATER VALVE

TOP NUT EL. 36.90

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

HAND

RAIL

IRRIGATION

VALVE

WATER VALVE

TOP NUT EL. 39.20

FIRE HYDRANT

WATER VALVE

TOP NUT EL. 34.04

WATER VALVE

TOP NUT EL. 34.95

WATER VALVE

TOP NUT EL. 34.08

FIRE HYDRANT

METAL

BUILDING

PESTICIDE

STORAGE

PORTABLE OFFICE

WOODEN "WALL"

SHUTOFF PANEL

SERVICE CABINET

METAL SINK

EYE WASH STATION

METAL SHED

(WOOD FLOOR)

CONC STRIP

DIESEL STORAGE TANK

GAS STORAGE TANK

ELEC OUTLET

ON WOOD POST

SHIPPING CONTAINER

ELECTRIC PANEL

CONC FLUME

WITH SKIMMER

TOP SKIMMER 35.95

BOTTOM SKIMMER 34.72

WATER VALVE

TOP NUT EL. 36.32

WATER VALVE

TOP NUT EL. 37.14

FIRE HYDRANT

3/4" BACK FLOW

METAL LID

ELECTRIC VAULT

SERVICE CABINET

AND BREAKER BOX

TRAILER

METAL RAMP

AND DECK

WITH 3' HANDRAIL

DATA

BOX

2" BACK FLOW

HEDGE

1.5" PVC 90 BEND

TOP OF PIPE 39.74

1.5" PVC 90 BEND

INTO GROUND

TOP OF PIPE 38.62

TBM #101

SET N&D STAMPED

"PENNONI TRAV PNT"

EL. 38.86

TBM #100

SET N&D STAMPED

"PENNONI TRAV PNT"

EL. 38.39

TBM #102

SET 5/8" IR&C STAMPED

"PENNONI TRAV PNT"

EL. 37.36

TBM #103

SET 5/8" IR&C STAMPED

"PENNONI TRAV PNT"

EL. 36.80

TBM #104

SET N&D STAMPED

"PENNONI TRAV PNT"

EL. 37.99

TBM #105

SET 5/8" IR&C STAMPED

"PENNONI TRAV PNT"

EL. 40.53

TBM #109

SET 5/8"IR&C STAMPED

"PENNONI TRAV PNT"

EL. 39.28

UNDERGROUND WATER

LINE LOCATION

U N

D E

R G

R O

U N

D W

A

TE

R

LI

N E

L O

C A

TI

O

N

U N

D E

R G

R O

U N

D E

LE

C

TR

IC

LI

N

E L

O C

A

TI

O N

U N

D E

R G

R O

U N

D E

LE

C

TR

IC

LI

N

E L

O C

A

TI

O N

UNDERGROUND ELECTRIC

LINE LOCATION

SPEED BUMP

SPEED BUMP

SPEED BUMP

CONCRETE

TREE CANOPY

(TYP)

COLUMN (TYP)

COLUMN (TYP)

COLUMN (TYP)

RAMP

CONCRETE

CONCRETE

3.5' HIGH

HAND RAIL

RAISED SIDEWALK

CONC COLUMN FOR

RAISED SIDEWALK

COLUMN (TYP)

C O

V E

R E

D R

A

IS

E D

C O

N C

R E

TE

W

A

LK

BOB

BOB

BOB

BOB

BOB

BOB

SP

EE

D

BU

M P

SPEED BUMP

LIGHT POLE

LIFT STATION

METAL LID AND

CONROL PANEL

WATER VALVE

TOP NUT EL. 38.46

WATER VALVE

TOP NUT EL. 38.43

WATER VALVE

TOP NUT EL. 38.40

WATER VALVE

TOP NUT EL. 36.61

WATER VALVE

TOP NUT 35.97

WATER VALVE

TOP NUT EL. 37.68

WATER VALVE

TOP NUT 36.65

FIRE HYDRANT

PORTABLE OFFICE

MASONRY WALLED AREA WITH

INTERIOR EQUIPMENT AND TANKS

(LOCKED - UNABLE TO ACCESS)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

PLANTER

6"x6" CONC POST

WITH ELECTRIC METER

4' HEDGE

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

IRRIGATION VALVE

LIMITS OF PLANTER

PLANTER

TBM #106

SET N&D STAMPED

"PENNONI TRAV PNT"

EL. 36.47

TBM #108

SET 5/8" IR&C STAMPED

"PENNONI TRAV PNT"

EL. 39.73

TBM #107

SET N&D STAMPED

"PENNONI TRAV PNT"

EL. 36.43

METAL VAULT

WITH 3 VALVES

CROSSARM

ID SCANNER

TRAFFIC ARM

TRAFFIC ARM

COVERED

BUS STOP

KEY BOX

BRICK COLUMN BRICK COLUMN BRICK COLUMN

CONC CURB WITH

4' PLASTIC YELLOW

POLES (TYP)

CONC CURB WITH

4' PLASTIC YELLOW

POLES (TYP)

10' TALL

MASONRY

WALL

10' TALL

MASONRY

WALL

METAL HANDRAIL

METAL

HANDRAIL

CALL BOX

BOLLARD (TYP)

BOLLARD

(TYP)

MASONRY

WALL

MASONRY WALL

MASONRY WALL

EMERGENCY CALL BOX

METAL STEPS

AND WOOD

LANDING METAL STEPS

AND WOOD

LANDING

WORK

BENCH

WATER

FOUNTIAN

METAL POLE

WITH CONC

(TYP)

METAL STAIRS

AND LANDING

METAL RAMP

WOOD DECK WITH

6' WOOD PRIVACY

FENCE ON N & S SIDES

7.5' METAL FENCE

6' CHAIN

LINK FENCE

6.5' METAL FENCE

LIQUID

OXYGEN

TANK

STORAGE

LIMITS OF PLANTER

FIRE DEPARTMENT

CONNECTION

10"

10"

12"

MEMORIAL

PLANTER

PLANTER

LIGHT POLE

PAVEMENT SAWCUT

COLUMN (TYP)

LIGHT POLE WITH

CONC BASE (TYP)

METAL STAIRS

AND LANDING

PAVEMENT SAWCUT

(DOOR LOCKED)

(CONC FLOOR)

(CONC FLOOR)

(CONC FLOOR)

(TILE FLOOR) (TILE FLOOR)

(TILE FLOOR)

(TILE FLOOR)

(CONC FLOOR)

(DOOR LOCKED)

METAL LIGHT POLE

WITH 3' CONC BASE

(WOOD FLOOR)

CURB STOP (TYP)

C O

N C

S

ID

E W

A

LK

C O

N C

S

ID

E W

A

LK

C O

N C

S

ID

E W

A

LK

C O

N C

S

ID

E W

A

LK

C O

N C

S

ID

E W

A

LK

C O

N C

R A

M P

C O

N C

R A

M P

C O

N C

S

ID

E W

A

LK

CONC SIDEWALK

CONC SIDEWALK

CONC SIDEWALK

CONC SIDEWALK

(CONC FLOOR)

(TILE FLOOR)

C O

N C

S

ID

E W

A

LK

C O

N C

S

ID

E W

A

LK

C O

N C

S

ID

E W

A

LK

SINGLE YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

PICNIC

TABLE

(TYP)

CONC WALK

COVERED

CONC

TREE CANOPY

(TYP)

ELECTRIC MANHOLE

RIM 38.38

SANITARY MANHOLE

RIM 38.42

N INV. 29.59 (8" PVC TO BUILDING)

E INV. 29.11 (8" PVC TO BUILDING)

SE INV. 29.06 (8" PVC TO LIFT STATION)

NW INV. 30.02 (6" PVC TO BUILDING)

TELEPHONE MANHOLE

RIM 39.36

6" CONC CURB

FIRE HYDRANT

(TILE FLOOR)

(TILE FLOOR)

CURB STOP (TYP)

LIGHT POLE WITH

CONC BASE (TYP)

(WOOD FLOOR)

WATER VALVE

TOP NUT EL. 28.34

WATER VALVE

TOP NUT EL. 28.52

WATER VALVE

TOP NUT EL. 30.74

WATER VALVE

TOP NUT EL. 30.82

TREE CANOPY

(TYP)

FIBER OPTIC MARKER

AND VAULT

WATER VALVE

TOP NUT EL. 38.53

.99

E W

.49

E W

WATER VALVE

TOP NUT EL. 39.44

WATER VALVE

TOP NUT EL. 38.93

WATER VALVE

TOP NUT EL. 38.62

WATER VALVE

TOP NUT EL. 38.67

GATE KEYPAD

AND 2-6" BOLLARDS

G A

TE

WATER VALVE

TOP NUT EL. 39.59

WATER VALVE

TOP NUT EL. 39.41

WATER VALVE

TOP NUT EL. 40.14

WATER VALVE

TOP NUT EL. 40.21

WATER VALVE

TOP NUT EL. 39.41

WATER VALVE

TOP NUT EL. 39.39

WATER VALVE

TOP NUT EL. 39.76

METAL STAIRS,

LANDINGS,

AND OVERHANG

FIRE MAIN INDICATOR POST

UNKNOWN UTILITY LID

(UNABLE TO OPEN)

OVERHEAD

ENCLOSED

WALKWAY

CONC

COLUMN

(TYP)

LIMITS OF PLANTER

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

BUILDING

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

(S E

C O

N D

F

LO

O R

5.5' DIAMETER METAL LID

PUMP

CONTROL PANEL

.2

CONC

COLUMN

(TYP)

COMMUNICATION

MANHOLE

RIM 36.41

BOLLARD WITH CONC

PAD (TYP)

BUILDING

FFE=40.24'

UNKNOWN MANHOLE

RIM 38.43

WATER VALVE

TOP NUT EL. 37.60

WATER VALVE

TOP NUT EL. 36.91

3' TALL METAL

YARD LIGHT

UTILITY BOX

.15

.74

.9037 .73

.46

.71

.01

.21

.20

.13

.69

.56

.6737

.07

.08

.07

.24

.01

.58

.13

.12

.08

.16

.27

.17

.25

.32

.47

.55

.30

.39

.66

.89

.91

.87

.26

.73

.36

.27

.29

.68

.57

.86

.22

.78

.66

.03

.12

.19

.91

.62

.2

.336

.1

.8

.7

.9

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.93 7.937

.83 7.637

.8

.3

.038 .1

.4

.4

.5

.5

.5

.7

.4

.5

.5

.9

.2

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.0

.4

.3

.3 32

.4 32 .2

.4

.4

.8

.8

.3

.7

.9

.5

(CONC FLOOR)

.739 .5 39 .0

.8

.1

.6

.7

.2

.7

.2

.8

.0

.2

.2 39 .3

.5

.5

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.8

.0

.0

.7

.8

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.9

.9

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.9

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.9

.2

.4

MASONRY WALL

WITH METAL FENCE

M A

S O

N R

Y W

A

LL

W

IT

H M

E

TA

L

FE

N C

E

WALL

(PLANTER)

R

IG

H T-

O F-

W A

Y L

IN

E

R

IG

H T-

O F-

W A

Y L

IN

E

(METAL FLOOR)

YARD DRAIN

GRATE 36.36

INV. 29.57

(6" PVC)

INLET

GRATE EL. 36.80

N INV. 31.08 (24" RCP)

S INV. 30.92 (24" RCP)

DRAINAGE MANHOLE

RIM EL. 41.92

S INV. 31.59 (42" RCP)

2' DIAMETER INLET

GRATE EL. 37.04

N INV. 30.09 (42" RCP)

NE INV. 31.89 (15" RCP)

S INV. 30.16 (42" RCP)

W INV. 30.16' (30" RCP)

INLET

GRATE EL. 37.30

SE INV. 31.49 (12" PVC)

INLET

GRATE EL. 37.23

NW INV. 30.85 (12" PVC)

SE INV. 30.82 (12" PVC)

1.6' DIAMETER INLET

GRATE EL. 36.93

N INV. 33.27 (12" PVC)

SE INV. 33.23 (12" PVC)

NW INV. 33.23 (6" PVC)

INLET

MANHOLE RIM. 37.60

SE INV. 32.88 (15" RCP)

SW INV. 34.84 (8" METAL)

DRAINAGE MANHOLE

RIM EL. 37.42

E INV. 35.02 (4-6" PVC)

S INV. 36.15 (8" PVC)

W INV. 34.24 (18" RCP)CURB INLET

EOP 35.86

E INV. 32.40 (18' RCP)

W INV. 32.39 (18" RCP)

CURB INLET

EOP 35.84

E INV. 31.99 (18" RCP)

SW INV. 32.06 (15" RCP)

NW INV. ??.??(??" ???)

1.0' DIAMETER INLET

GRATE EL. 37.44

S INV. 33.63 (12" PVC)

DRAINAGE MANHOLE

RIM EL. 37.42

N INV. 33.10 (12" PVC)

NE INV. 31.82 (18" RCP)

SW INV. 31.58 (18" RCP)

MITERED END

INV. 32.32 (48" RCP)

NORTH INV. 31.06

(HEADWALL 473' N

OF MITERED END

INLET

GRATE EL. 37.24

NE INV. 33.15 (36" RCP)

SW INV. 33.11 (36" RCP) DU

INLET

GRATE EL. 37.29

NE INV. 33.23 (36" RCP)

SW INV. 33.14 (36" RCP)

INLET

GRATE EL. 38.06

NE INV. 33.34 (24" RCP) DU

SE INV. 33.38 (18" HDPE) DU

SW INV. 33.31 (36" RCP)

U N

D E

R G

R O

U N

D D

R A

IN

A

G E

LI

N

E L

O C

A

TI

O N

INLET

GRATE EL. 35.54

NE INV. 29.78 (18" RCP)

SE INV. 29.75 (36" RCP)

N INV. 30.00 (42" RCP)

DRAINAGE MANHOLE

RIM EL. 36.00

E INV. 29.58 (36" RCP)

NW INV. 29.64 (36" RCP)

INLET

GRATE EL. 37.89

N INV. 32.53 (12" METAL) DU

S INV. 32.50 (18" RCP)

INLET

GRATE EL. 35.67

N INV. 32.13 (18" RCP)

S INV. 32.04 (18" RCP)

30" RCP MITERED END

INV. 31.01

INLET

GRATE 34.62

E. INV. 29.63 (36" RCP)

W INV. 29.71 (36" RCP)

YARD DRAIN

GRATE 36.27

INV. 29.51

(6" PVC)

YARD DRAIN

GRATE 36.14

INV. 29.51

(6" PVC)

DRAINAGE MANHOLE

RIM EL. 36.32

N INV. 31.39 (36" RCP)

SW INV. 31.34 (36" RCP)

DRAINAGE MANHOLE

RIM EL. 37.60

NE INV. 31.20 (36" RCP)

S INV. 31.03 (36" RCP)

DRAINAGE MANHOLE

RIM EL. 39.18

E INV. 33.16 (30" RCP)

W INV. 34.20 (30" RCP)

4.5' TALL

MOUNUMENT SIGN

"AMERICAN FLAG"

BRICK PAVERS

DRAINAGE MANHOLE

RIM EL. 38.50

NE INV. 32.84 (30" RCP)

W INV. 32.66 (30" RCP)

DRAINAGE MANHOLE

RIM EL. 39.13

N INV. 34.06 (18" RCP) DU

E INV. 33.10 (30" RCP)

SW INV. 33.27 (30" RCP)

DRAINAGE MANHOLE

RIM EL. 40.64

E INV. 33.65 (18" RCP)

NW INV. 33.38 (24" RCP)

INLET

GRATE 35.86

E INV. 33.38 (30" RCP)

SE INV. 33.28 (18" RCP)

W INV. 33.38 (30" RCP)

1" PVC STAND PIPE

INLET

GRATE 36.48

N INV. 33.46 (18' RCP)

S INV. 33.54 (18" RCP)

CURB INLET

GRATE 36.43

N INV. 33.54 (18' RCP)

TELEHPONE MANHOLE

RIM EL. 39.58

DRAINAGE MANHOLE

RIM EL. 54.90

NE INV. 34.84 (24" RCP)

SW INV. 34.60 (24" RCP)

NW INV. 41.68 (15" PVC)

NW INV. 49.28 (8" METAL TO BUILDING)

15"X22" ERCP

N INV. 36.52

S INV. 36.45

INLET

GRATE EL. 35.67

N INV. 31.76 (18" RCP)

S INV. 31.71 (24" RCP)

DRAINAGE MANHOLE

RIM EL. 39.13

N INV. 31.20 (18" RCP)

E INV. 31.99 (30" RCP)

SW INV. 31.33 (36" RCP)

DRAINAGE MANHOLE

RIM EL. 39.72

W INV. 33.44 (30" RCP)

E INV. 33.53 (30" RCP)

DRAINAGE MANHOLE

RIM EL. 41.19

S INV. 33.55 (24" RCP)

W INV. 33.47 (18" RCP)

INLET

GRATE 42.60

NE INV. 35.13 (30" RCP)

W INV. 34.59 (30" RCP)

INLET

SPLIT GRATE 37.13

S INV. 30.98 (24" RCP)

18" RCP MITERED END

INV. 36.40

DRAINAGE MANHOLE

(OFFSITE - NO PIPES

CONNECT TO SURVEYED

SITE)

LIGHT POLE

LAMP POST

14"x22" ERCP

MITERED END

INV. 36.60

DRAINAGE MANHOLE

RIM EL. 41.14

N INV. 34.88 (24" RCP)

SW INV. 34.86 (24" RCP)

DRAINAGE MANHOLE

RIM EL. 40.68

NW INV. 35.21 (24" RCP)

S INV. 35.17 (24" RCP)

W INV. 35.51 (10" PVC)

DRAINAGE MANHOLE

RIM EL. 41.68

N INV. 36.94 (18" RCP)

SE INV. 35.36 (24" RCP)

W INV. 35.32 (18" RCP)

18" RCP MITERED END

INV. 36.92

INLET

GRATE 39.59

S INV. 37.28 (18" RCP)

INLET

GRATE 40.01

E INV. 35.41 (18" RCP)

S INV. 35.51 (12" PVC) DU

W. INV. 36.22 (12" PVC) DU

INLET

GRATE 42.60

NE INV. 35.13 (24" RCP)

SW INV. 34.59 (30" RCP)

1.35' DIAMETER

YARD DRAIN

GRATE 40.70

E INV. 35.54 (10" PVC)

DRAINAGE MANHOLE

RIM EL. 41.45

N INV. 35.04 (24" RCP)

S INV. 35.01 (24" RCP)

BUILDING

COVERED

PATIO

CONC SIDEWALK

CONC SIDEWALK

CONC SIDEWALK

CONC SIDEWALK

CONC SIDEWALK

CONC SIDEWALK

TREE CANOPY

(TYP)

R

IG

H T-

O F-

W A

Y L

IN

E

R

IG

H T-

O F-

W A

Y L

IN

E

ELECTRIC PANELS

C O

R R

O

SI

VE

M

AT

ER

IA

LS

BU

IL

D

IN

G

(CONC FLOOR)

AMJ

EQUIPMENT

CORP

BUILDING (CONC FLOOR)

RADIATION

"CAUTION

RADIOACTIVE

MATERIALS"

(CONC FLOOR)

(CONC FLOOR)

(CONC FLOOR)

EYE WASH STATION

WATER

TOWER (TYP)

WATER TOWER (TYP)

WATER TOWER

SUPPORT

ON CONC PAD

(TYP)

MOTOR

8" METAL PIPE

(TANK FEED)

3" STAND PIPE

(CAPPED)

VENT

PIPE

METAL LEG

ON CONC

(WATER

TOWER)

(TYP)

RAISED CONC

PAD WITH PIPING

WATER TOWER

CENTER SUPPORT

ON CONC PAD

2' HIGH CONC WALL

AP

PR

OX

IM

AT

E

LO

CA

TI

ON

O F

CI

TY

O F

TA

M

PA

2" D

IP

W

AT

ER

M

AI

N

20"

24"

15"

13"

15"

20"

12"

12" 12"

12"

12"

30"

13"

18"

13"

14" 36"

15"

18"

20"

18"

13" 14"

14"

12"

14"

12"

14"

15"

15"

15"

16"

12"

12"

14"

14"

14"

12"

12"

12"12" 12"

15"

8"

36" 18"

5" TRIPLE

5" TRIPLE5" TRIPLE

8" 8"

12" NO 12" 12" 12" 12"

16"

12"

12"

12"

12"

12"

12"

12"

9"

9"

10"

8"

12"

20"

10"

10"

10"

12"

14" 12"

17"

40"

20"

16"

13"

8"

10"

12"

12"

(DATUR)

RICHARD SILVER W

AY

(PRIVATE)

RICHARD SILVER WAY

(PRIVATE)

RICHARD SILVER WAY

(PRIVATE)

RICHARD SILVER WAY

(PRIVATE) BR

UC

E

B

DO

W

NS

BO

UL

EV

AR

D

B-2

15' DEEP BORING

B-3

15' DEEP BORING

B-1

40' DEEP

BORING

103-B

103-A

102-A 102-B 102-C

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

WATER SYSTEM IMPROVEMENTS

TAMPA, FL

Project Director

Revisions: Date:

F

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G of757.455.5800 FAX 757.455.5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

NO. 673 - 21 - 144BID DOCUMENTS

4/4/25

P R

O F

ESS I ONA L ENG

I N E

E R

F L O R I D A

L I C E N S EDA

V I D M. PARKER

No. 99979

STATE OF

SHEET LAYOUT PLAN

GI002

BSBERM

SHEET LAYOUT PLAN

1" = 60'

0 30' 60' 120' 240' 1"=60'

GRAPHIC SCALE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

WATER SYSTEM IMPROVEMENTS

TAMPA, FL

Project Director

Revisions: Date:

F

I:\ P

R O

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-V A

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G of757.455.5800 FAX 757.455.5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

NO. 673 - 21 - 144BID DOCUMENTS

4/4/25

P R

O F

ESS I ONA L ENG

I N

E E

R

F L O R I D A

L I C E N S EDA

V ID M. PARKER

No. 99979

STATE OF GI003

DMP

SOIL BORING LOGS

3-4-4-3 (8)

5-5-6-5 (11)

4-4-5-4 (9)

6-8-8 (16)

5-6-6 (12)

4-3-4 (7)

AU

AU

SPT

SPT

SPT

SPT

SPT

SPT

pH = 7.82 R = 3900 Cl = BDL S = 75

(SP) Pale brown SAND

(SP) Loose to medium dense tan SAND

(SP) Medium dense brown SAND

(SC/CL) Loose to medium dense brown very clayey

SAND

2.3

3.4

GROUND ELEVATION

LOGGED BYLBW

DRILLING METHODMud Rotary

HOLE SIZE

DRILLING CONTRACTORWatson Drilling, LLC GROUND WATER LEVELS:

CHECKED BYKPF

DATE STARTED5/9/24 COMPLETED5/9/24

ESTIMATED SEASONAL HIGH7.0 ft

NOTES

AT TIME OF DRILLING NE

SPT N VALUE

20 40 60 80

(Continued Next Page)

G R

A P

H

IC

LO

G

D E

P

TH

(ft

B

LO

W C

O U

N

TS

(N V

A

LU

E

S A

M P

LE

T

Y P

E N

U M

B E

R

C O

N

TA

C T

D E

P

TH

(f t)

MATERIAL DESCRIPTION

M O

IS

TU

R E

C O

N

TE

N T, P E

R C

E N

T P

A S

S N

O . 2

S

IE

V

E

LI

Q

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L

IM

IT

P

LA

S

TI

C L

IM

IT

P

LA

S

TI

C

IT

Y

IN

D E

X

BORING NUMBER B-1

PROJECT NUMBER16564 PROJECT LOCATIONTampa, Hillsborough County, Florida

CLIENTToland Miznell Molnar, LLC PROJECT NAMEProposed Water Tower - James A. Haley Veterans Hospital

GSE Engineering 5590 SW 64th St Gainesville, FL 32608 Telephone: 3523773233

S P

T B

O R

IN

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3-3-3 (6)

1-1-1 (2)

10-15-18 (33)

50/3"

50/0"

SPT

SPT

SPT

SPT

SPT

48.5

Loss-of-Circulation at 30 ft bls

Boring terminated due to drill and hammer refusal on impenetrable material

(SC/CL) Loose to medium dense brown very clayey SAND (continued)

(SP) Very loose pale brown SAND

Hard to very hard LIMESTONE

Bottom of borehole at 48.5 feet.

SPT N VALUE

20 40 60 80

G R

A P

H

IC

LO

G

D E

P

TH

(ft

B

LO

W C

O U

N

TS

(N V

A

LU

E

S A

M P

LE

T

Y P

E N

U M

B E

R

C O

N

TA

C T

D E

P

TH

(f t)

MATERIAL DESCRIPTION

M O

IS

TU

R E

C O

N

TE

N T, P E

R C

E N

T P

A S

S N

O . 2

S

IE

V

E

LI

Q

U

ID

L

IM

IT

P

LA

S

TI

C L

IM

IT

P

LA

S

TI

C

IT

Y

IN

D E

X

BORING NUMBER B-1

PROJECT NUMBER16564 PROJECT LOCATIONTampa, Hillsborough County, Florida

CLIENTToland Miznell Molnar, LLC PROJECT NAMEProposed Water Tower - James A. Haley Veterans Hospital

GSE Engineering 5590 SW 64th St Gainesville, FL 32608 Telephone: 3523773233

S P

T B

O R

IN

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18-10-13-10 (23)

9-7-11-6 (18)

5-4-4-6 (8)

6-4-4 (8)

AU

AU

SPT

SPT

SPT

SPT

pH = 8.66 R = 10000 Cl = BDL

S = BDL

(SP) Pale brown SAND

(SP) Loose to medium dense tan SAND

Bottom of borehole at 15.0 feet.

3.4 4.4

GROUND ELEVATION

LOGGED BYLBW

DRILLING METHODMud Rotary

HOLE SIZE

DRILLING CONTRACTORWatson Drilling, LLC GROUND WATER LEVELS:

CHECKED BYKPF

DATE STARTED5/9/24 COMPLETED5/9/24

ESTIMATED SEASONAL HIGH4.0 ft

NOTES

AT TIME OF DRILLING NE

SPT N VALUE

20 40 60 80

G R

A P

H

IC

LO

G

D E

P

TH

(ft

B

LO

W C

O U

N

TS

(N V

A

LU

E

S A

M P

LE

T

Y P

E N

U M

B E

R

C O

N

TA

C T

D E

P

TH

(f t)

MATERIAL DESCRIPTION

M O

IS

TU

R E

C O

N

TE

N T, P E

R C

E N

T P

A S

S N

O . 2

S

IE

V

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LI

Q

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IM

IT

P

LA

S

TI

C L

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P

LA

S

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C

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Y

IN

D E

X

BORING NUMBER B-2

PROJECT NUMBER16564 PROJECT LOCATIONTampa, Hillsborough County, Florida

CLIENTToland Miznell Molnar, LLC PROJECT NAMEProposed Water Tower - James A. Haley Veterans Hospital

GSE Engineering 5590 SW 64th St Gainesville, FL 32608 Telephone: 3523773233

S P

T B

O R

IN

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S

G

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6-10-10-12 (20)

5-7-9-9 (16)

6-6-7-6 (13)

4-5-5 (10)

AU

AU

SPT

SPT

SPT

SPT

pH = 8.28 R = 6500 Cl = BDL

S = BDL

(SP) Pale brown SAND

(SP) Loose to medium dense tan SAND

Bottom of borehole at 15.0 feet.

2.3 6.8

GROUND ELEVATION

LOGGED BYLBW

DRILLING METHODMud Rotary

HOLE SIZE

DRILLING CONTRACTORWatson Drilling, LLC GROUND WATER LEVELS:

CHECKED BYKPF

DATE STARTED5/9/24 COMPLETED5/9/24

ESTIMATED SEASONAL HIGH4.0 ft

NOTES

AT TIME OF DRILLING NE

SPT N VALUE

20 40 60 80

G R

A P

H

IC

LO

G

D E

P

TH

(ft

B

LO

W C

O U

N

TS

(N V

A

LU

E

S A

M P

LE

T

Y P

E N

U M

B E

R

C O

N

TA

C T

D E

P

TH

(f t)

MATERIAL DESCRIPTION

M O

IS

TU

R E

C O

N

TE

N T, P E

R C

E N

T P

A S

S N

O . 2

S

IE

V

E

LI

Q

U

ID

L

IM

IT

P

LA

S

TI

C L

IM

IT

P

LA

S

TI

C

IT

Y

IN

D E

X

BORING NUMBER B-3

PROJECT NUMBER16564 PROJECT LOCATIONTampa, Hillsborough County, Florida

CLIENTToland Miznell Molnar, LLC PROJECT NAMEProposed Water Tower - James A. Haley Veterans Hospital

GSE Engineering 5590 SW 64th St Gainesville, FL 32608 Telephone: 3523773233

S P

T B

O R

IN

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S

G

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.28

STONE PLANTER AREA

2' HEDGE ROW

IRRIGATION

VALVES

6" BACK FLOW

ON CONC PAD

BOLLARD (TYP)

TREE CANOPY

(TYP)

WATER VALVE

TOP NUT EL. 36.90

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

IRRIGATION

VALVE

WATER VALVE

TOP NUT EL. 39.20

FIRE HYDRANT

TBM #105

SET 5/8" IR&C STAMPED

"PENNONI TRAV PNT"

EL. 40.53

UNDERGROUND WATER

LINE LOCATION

U N

D E

R G

R O

U N

D W

A

TE

R

LI

N E

L O

C A

TI

O

N

U N

D E

R G

R O

U N

D E

LE

C

TR

IC

LI

N

E L

O C

A

TI

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U N

D E

R G

R O

U N

D E

LE

C

TR

IC

LI

N

E L

O C

A

TI

O N

UNDERGROUND ELECTRIC

LINE LOCATION

SPEED BUMP

SPEED BUMP

SPEED BUMP

CONCRETE

RAMP

CONCRETE

CONCRETE

SP

EE

D

BU

M P

MASONRY

WALL

MASONRY WALL

MASONRY WALL

PAVEMENT SAWCUT

SINGLE YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

TELEPHONE MANHOLE

RIM 39.36

.15

.74

.9037

.73

MITERED END

INV. 32.32 (48" RCP)

NORTH INV. 31.06

(HEADWALL 473' N

OF MITERED END

INLET

GRATE EL. 37.24

NE INV. 33.15 (36" RCP)

SW INV. 33.11 (36" RCP) DU

INLET

GRATE EL. 37.29

NE INV. 33.23 (36" RCP)

SW INV. 33.14 (36" RCP)

INLET

GRATE EL. 38.06

NE INV. 33.34 (24" RCP) DU

SE INV. 33.38 (18" HDPE) DU

SW INV. 33.31 (36" RCP)

U N

D E

R G

R O

U N

D D

R A

IN

A

G E

LI

N

E L

O C

A

TI

O N

20"

24"

15"

13"

15"

20"

12"

12" 12"

12"

12"

30"

13"

18"

13"

14" 36"

15"

18"

20"

18"

13" 14"

14"

12"

14"

12"

14"

15"

15"

10"

RICHARD SILVER W

AY

(PRIVATE)

PROJECT LIMITS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

WATER SYSTEM IMPROVEMENTS

TAMPA, FL

Project Director

Revisions: Date:

F

I:\ P

R O

JE

C

TS

\9

0\

-V A

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M P

A W

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R S

Y S

TE

M

\B

IM

-C A

D \9

C A

D -2

2\ S

H E

E

TS

\C \V

F1

.D W

G of757.455.5800 FAX 757.455.5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

NO. 673 - 21 - 144BID DOCUMENTS

4/4/25

P R

O F

ESS I ONA L ENG

I N E

E R

F L O R I D A

L I C E N S EDA

V I D M. PARKER

No. 99979

STATE OF

EXISTING CONDITIONS

VF101

BSBERM

GRAPHIC SCALE

80'40'20'10'0

1"=20'MAT

CH

LI

NE

- S

EE

S

HE

ET

V F1

EXISTING CONDITIONS PLAN - VF101

SCALE: 1"=20'

103-B

103-A 102-B 102-C102-A

KEY PLAN

.4 36

.736 .8

.8

.2

.936

.9

.0 36

.336 .6

.5

.9

.6

.2

.5

.1

.0

.8

.5436

.41

.65

.54

.08

.63

.63

.93

.44

.61

.41

.52

.69

.61

.12

.70

.79

.61

.92

.37

.59

.53

.13

.43

.71

.68

.63

.63

.52

.50

.5436 .54

.45

.38

.01

.82

.42

.6235 .84

.3736

.43

.80

.55

.74 37

.71

.34

.49

.24

.08

.44

.84

CANOPY"

LIGHT POLE

CONC BASE (TYP)

RED STRIPING

TREE CANOPY

(TYP)

WATER VALVE

TOP NUT EL. 35.16

WATER VALVE

TOP NUT EL. 35.56

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

COVERED

BUS STOP

BRICK COLUMN

CONC CURB WITH

4' PLASTIC YELLOW

POLES (TYP)

CONC CURB WITH

4' PLASTIC YELLOW

POLES (TYP)

7.5' METAL FENCE

(TILE FLOOR)

WATER VALVE

TOP NUT EL. 30.74

WATER VALVE

TOP NUT EL. 30.82

BUILDING

.56

.67

.07

.08

.07 38 .24

.01

.73

.36

.27

.29

.68

.9

.6

.0

.4

.2

.5

YARD DRAIN

GRATE 36.36

INV. 29.57

(6" PVC)

GRATE EL. 36.93

N INV. 33.27 (12" PVC)

SE INV. 33.23 (12" PVC)

NW INV. 33.23 (6" PVC)

DRAINAGE MANHOLE

RIM EL. 37.42

E INV. 35.02 (4-6" PVC)

S INV. 36.15 (8" PVC)

W INV. 34.24 (18" RCP)CURB INLET

EOP 35.86

E INV. 32.40 (18' RCP)

W INV. 32.39 (18" RCP)

CURB INLET

EOP 35.84

E INV. 31.99 (18" RCP)

SW INV. 32.06 (15" RCP)

NW INV. ??.??(??" ???)

1.0' DIAMETER INLET

GRATE EL. 37.44

S INV. 33.63 (12" PVC)

DRAINAGE MANHOLE

RIM EL. 37.42

N INV. 33.10 (12" PVC)

NE INV. 31.82 (18" RCP)

SW INV. 31.58 (18" RCP)

INLET

GRATE 34.62

E. INV. 29.63 (36" RCP)

W INV. 29.71 (36" RCP)

YARD DRAIN

GRATE 36.27

INV. 29.51

(6" PVC)

YARD DRAIN

GRATE 36.14

INV. 29.51

(6" PVC)

DRAINAGE MANHOLE

RIM EL. 36.32

N INV. 31.39 (36" RCP)

SW INV. 31.34 (36" RCP)

DRAINAGE MANHOLE

RIM EL. 37.60

NE INV. 31.20 (36" RCP)

S INV. 31.03 (36" RCP)

DRAINAGE MANHOLE

RIM EL. 39.13

N INV. 31.20 (18" RCP)

E INV. 31.99 (30" RCP)

SW INV. 31.33 (36" RCP)

LIGHT POLE

LAMP POST

COVERED

PATIO

CONC SIDEWALK

CONC SIDEWALK

CONC SIDEWALK

15"

8"

36" 18"

5" TRIPLE

5" TRIPLE

5" TRIPLE

RICHARD SILVER WAY

(PRIVATE)

B-3

15' DEEP BORING

PROJECT LIMITS

.3

.6

.8

.3

.0

.4

.839

.0

.8

.7

.9

.5

.3

.6

.2

.0

.4

.2

.7

.7

.2

.5

.6

.8

.5

.6

.2

.4

.0

.3

.8

.0

.90 36

.81 36 .85

.14

.32

.28

.41

.30

.51

.95

.68

.59

.7238 .60

.60

.45

.39

.29

.10

.06

.26

.93 36

.82 36 .74

.61 37

.21

.10

.07

.30

.39

.52

.46

RIBBON CURB

G A

TE

G A

TE

TREE CANOPY

(TYP)

PLANTER

4' HEDGE

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

BRICK COLUMN BRICK COLUMN

C O

N C

S

ID

E W

A

LK

C O

N C

R A

M P

C O

N C

R A

M P

C O

N C

S

ID

E W

A

LK

CONC SIDEWALK

CONC SIDEWALK

CONC SIDEWALK

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

WATER VALVE

TOP NUT EL. 28.34

WATER VALVE

TOP NUT EL. 28.52

TREE CANOPY

(TYP)

.3

.3 32

.4 32 .2 32 .4

.4

.8

.8

.8

.0

.2

.3

.8

DRAINAGE MANHOLE

RIM EL. 39.18

E INV. 33.16 (30" RCP)

W INV. 34.20 (30" RCP)

4.5' TALL

MOUNUMENT SIGN

"AMERICAN FLAG"

BRICK PAVERS

DRAINAGE MANHOLE

RIM EL. 38.50

NE INV. 32.84 (30" RCP)

W INV. 32.66 (30" RCP)

DRAINAGE MANHOLE

RIM EL. 39.13

N INV. 34.06 (18" RCP) DU

E INV. 33.10 (30" RCP)

SW INV. 33.27 (30" RCP)

DRAINAGE MANHOLE

RIM EL. 40.64

E INV. 33.65 (18" RCP)

NW INV. 33.38 (24" RCP)

INLET

GRATE 35.86

E INV. 33.38 (30" RCP)

SE INV. 33.28 (18" RCP)

W INV. 33.38 (30" RCP)

1" PVC STAND PIPE

INLET

GRATE 36.48

N INV. 33.46 (18' RCP)

S INV. 33.54 (18" RCP)

CURB INLET

GRATE 36.43

N INV. 33.54 (18' RCP)

DRAINAGE MANHOLE

RIM EL. 39.72

W INV. 33.44 (30" RCP)

E INV. 33.53 (30" RCP)

DRAINAGE MANHOLE

RIM EL. 41.19

S INV. 33.55 (24" RCP)

W INV. 33.47 (18" RCP)

INLET

GRATE 42.60

NE INV. 35.13 (30" RCP)

W INV. 34.59 (30" RCP)

INLET

SPLIT GRATE 37.13

S INV. 30.98 (24" RCP)

AP

PR

OX

IM

AT

E

LO

CA

TI

ON

O F

CI

TY

O F

TA

M

PA

2" D

IP

W

AT

ER

M

AI

N

8" 8"

12" NO

12" 12" 12" 12"

16"

20"

RICHARD SILVER WAY

(PRIVATE) BR

UC

E

B

DO

W

NS

BO

UL

EV

AR

D

PROJECT LIMITS

.6

.7

.9

.9

.9

.5

.0

.7

.7

.4

.3

.4

.0

.0

.7

.7

.4

.3

.4

.7 37 .336

.8

.66

.76

.90

.73

.99

.67

.92

.04

.80

.00

.78

.24

.88

.74

.52

.24

.78

.35

.4536 .08

.45 36 .70

.4035

.40

.40

.51

ELECTRIC JUNCTION

BOXES ON CONC PAD

2 SERVICE

TREE CANOPY

(TYP)

HAND

RAIL

WATER VALVE

TOP NUT EL. 34.04

WATER VALVE

TOP NUT EL. 34.95

WATER VALVE

TOP NUT EL. 34.08

FIRE HYDRANT

METAL LID

ELECTRIC VAULT

TRAILER

METAL RAMP

AND DECK

WITH 3' HANDRAIL

DATA

BOX

2" BACK FLOW

HEDGE

1.5" PVC 90 BEND

TOP OF PIPE 39.74

1.5" PVC 90 BEND

INTO GROUND

TOP OF PIPE 38.62

TREE CANOPY

(TYP)

COLUMN (TYP)

RAMP

CONCRETE

SP

EE

D

BU

M P

LIFT STATION

METAL LID AND

CONROL PANEL

WATER VALVE

TOP NUT EL. 38.46

WATER VALVE

TOP NUT EL. 38.43

WATER VALVE

TOP NUT EL. 38.40

WATER VALVE

TOP NUT EL. 36.61

WATER VALVE

TOP NUT 35.97

WATER VALVE

TOP NUT 36.65

FIRE HYDRANT

METAL VAULT

WITH 3 VALVES

TRAFFIC ARM

LIGHT POLE

PAVEMENT SAWCUT

(DOOR LOCKED)

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

B U

IL

D

IN

G

COMMUNICATION

MANHOLE

RIM 36.41

.74

.9037

.73

.46

.71

.13

.236

.3

.1

.8

.7

.9

.8

.6

.8

.3

.038

.1

.4

.4

.5

.5

.5

.7

.4

.5

.5

.9

(CONC FLOOR)

INLET

GRATE EL. 37.24

NE INV. 33.15 (36" RCP)

SW INV. 33.11 (36" RCP) DU

INLET

GRATE EL. 35.54

NE INV. 29.78 (18" RCP)

SE INV. 29.75 (36" RCP)

N INV. 30.00 (42" RCP)

DRAINAGE MANHOLE

RIM EL. 36.00

E INV. 29.58 (36" RCP)

NW INV. 29.64 (36" RCP)

CONC SIDEWALK

CONC SIDEWALK

CONC SIDEWALK

15"

15"

15"

16"

12"

12"

14"

14"

14"

12"

12"

12"12" 12"

RICHARD SILVER WAY

(PRIVATE)

B-2

15' DEEP BORING

PROJECT LIMITS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

WATER SYSTEM IMPROVEMENTS

TAMPA, FL

Project Director

Revisions: Date:

F

I:\ P

R O

JE

C

TS

\9

0\

-V A

T A

M P

A W

A

TE

R S

Y S

TE

M

\B

IM

-C A

D \9

C A

D -2

2\ S

H E

E

TS

\C \V

F1

.D W

G of757.455.5800 FAX 757.455.5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

NO. 673 - 21 - 144BID DOCUMENTS

4/4/25

P R

O F

ESS I ONA L ENG

I N E

E R

F L O R I D A

L I C E N S EDA

V I D M. PARKER

No. 99979

STATE OF

EXISTING CONDITIONS

VF102

BSBERM

GRAPHIC SCALE

80'40'20'10'0 1"=20'

M

AT

CH

L

IN

E

- S

EE

V F1

-B

MATCH LINE - SEE SHEET VF103-B

M

AT

CH

L

IN

E

SE

E

VF

2-

B

MATCH LINE - SEE SHEET VF103-A

M

AT

CH

L

IN

E

- S

EE

V F1

-A

M

AT

CH

L

IN

E

- S

EE

V F1

-C

EXISTING CONDITIONS PLAN - VF102-A

SCALE: 1"=20'

EXISTING CONDITIONS PLAN - VF102-B

SCALE: 1"=20'

EXISTING CONDITIONS PLAN - VF102-C

SCALE: 1"=20'

MAT

CH

LI

NE

- S

EE

S

HE

ET

V

F1

103-B

103-A 102-B 102-C102-A

.0

.8

.9

.1

.3

.3

.7

.6

.1

.3

.4

.5

.4

.6

.6

.4

.5

.8

.6

.2

.23

.97

.80

.79

.59

.0539 .00

.48

.68

.72

.77

.54

.17

.38 37

.52

.32

.33 37

.27

.77

.44

.25 38

.22

12"

12"

G A

TE

G

ATE

G

ATE

G

AT

E

2" BACK FLOW

WATER PUMP

IRRIGATION VALVE

TOP NUT EL. 37.07

3" BACK FLOW

4" BACK FLOW IRRIGATION VALVE

WATER VALVE

TOP NUT EL. 33.38

WATER VALVE

TOP NUT EL. 34.36

IRRIGATION VALVE

TOP NUT EL. 36.72

IRRIGATION VALVE

TOP NUT EL. 37.03

IRRIGATION VALVE

TOP NUT EL. 36.67

BUILDING

METAL VAULT LID

CONTROL PANEL

BUILDING

SANITARY VALVE

TOP NUT EL. 36.31 CLEAN OUT

TOP EL. 39.04

CLEAN OUT

TOP EL. 39.04

COMMUNICATION

HAND HOLE

WATER VALVE

TOP NUT EL. 36.34

ELECTRIC

VAULT

LIFT STATION

CONTROL PANEL

VAULT METAL LID(LOCKED)

GATE

LIMITS OF PLANTER

SECURITY

HAND HOLE

PLANTER

HEDGE

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

MEMORIAL

WATER VALVE

TOP NUT EL. 35.36

TREE CANOPY

(TYP)

6' CHAIN LINK FENCE

WITH BARB WIRE TOP

8.0'x4.0'

GUARD SHACK

CLEAN OUT

TOP EL. 38.84

TREE CANOPY

(TYP) H

E D

G E

2' TALL

YARD LIGHT

H E

D G

E H

E D

G

E ELECTRIC VAULT

(METAL LID)

FIRE HYDRANT

WATER VALVE

TOP NUT EL. 33.70

HEDGE

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

LIMITS OF PLANTER

LIMITS OF

PLANTER

CONC SIDEWALK

4' TALL METAL

YARD LIGHT (TYP)

CONC SIDEWALK

PUMP HOUSE

TBM #109

SET 5/8"IR&C STAMPED

"PENNONI TRAV PNT"

EL. 39.28

CROSSARM

10' TALL

MASONRY

WALL

10' TALL

MASONRY

WALL

METAL HANDRAIL

METAL

HANDRAIL

CALL BOX

BOLLARD (TYP)

BOLLARD

(TYP)

6.5' METAL FENCE

LIQUID

OXYGEN

TANK

STORAGE

LIMITS OF PLANTER

FIRE DEPARTMENT

CONNECTION

10"

10"

12"

MEMORIAL

PLANTER

PLANTER

(CONC FLOOR)

(TILE FLOOR)

C O

N C

S

ID

E W

A

LK

C O

N C

S

ID

E W

A

LK

C O

N C

S

ID

E W

A

LK

PICNIC

TABLE

(TYP)

CONC WALK

COVERED

CONC

TREE CANOPY

(TYP)

ELECTRIC MANHOLE

RIM 38.38

SANITARY MANHOLE

RIM 38.42

N INV. 29.59 (8" PVC TO BUILDING)

E INV. 29.11 (8" PVC TO BUILDING)

SE INV. 29.06 (8" PVC TO LIFT STATION)

NW INV. 30.02 (6" PVC TO BUILDING)

(WOOD FLOOR)

UNKNOWN MANHOLE

RIM 38.43

WATER VALVE

TOP NUT EL. 37.60

WATER VALVE

TOP NUT EL. 36.91

3' TALL METAL

YARD LIGHT

UTILITY BOX

.58

.13

.12

.08

.16

.27

.17

.25

.32

.47

.55

.30

.39

.66

.89

.91

.87

.57

.86

.22

.78

.66

.03

.12

.19

.91

.62

.3

.7

.9

.5

.7

.5

.0

.8

.1

.6

.7

.2

.5

.1

.8

.0

.0

.7

.8

.5

.9

.9

.5 39

.9

.5

.6

DRAINAGE MANHOLE

RIM EL. 41.92

S INV. 31.59 (42" RCP)

2' DIAMETER INLET

GRATE EL. 37.04

N INV. 30.09 (42" RCP)

NE INV. 31.89 (15" RCP)

S INV. 30.16 (42" RCP)

W INV. 30.16' (30" RCP)

INLET

GRATE EL. 37.30

SE INV. 31.49 (12" PVC)

INLET

GRATE EL. 37.23

NW INV. 30.85 (12" PVC)

SE INV. 30.82 (12" PVC)

1.6' DIAMETER INLET

GRATE EL. 36.93

INLET

MANHOLE RIM. 37.60

SE INV. 32.88 (15" RCP)

SW INV. 34.84 (8" METAL)

BUILDING

ELECTRIC PANELS

C O

R R

O

SI

VE

M

AT

ER

IA

LS

BU

IL

D

IN

G

(CONC FLOOR)

AMJ

EQUIPMENT

CORP

BUILDING

(CONC FLOOR)

RADIATION

"CAUTION

RADIOACTIVE

MATERIALS"(CONC FLOOR)

(CONC FLOOR)

(CONC FLOOR)

EYE WASH STATION

WATER

TOWER (TYP)

WATER TOWER (TYP)WATER TOWER

SUPPORT

ON CONC PAD

(TYP)

MOTOR

8" METAL PIPE

(TANK FEED)

3" STAND PIPE

(CAPPED)

VENT

PIPE

METAL LEG

ON CONC

(WATER

TOWER)

(TYP)

RAISED CONC

PAD WITH PIPING

WATER TOWER

CENTER SUPPORT

ON CONC PAD

2' HIGH CONC WALL

9"

9"

10"

8"

12"

20"

10"

10"

10"

12"

14" 12"

17"

16"

13"

8"

(DATUR)

PROJECT LIMITS

.5

.8

.2

.7

.5

.2

.1

.4

.8

.1

.1

.133 .0

.433

.2

.0

.8

.0

.3

.2

.2

.92

.18

.90

.93

.58

.65

.18

.79 36

.76 36 .49

.28

.15

.00

.53

.1336 .32

.42

.57

.68

.11

.04

.13 38 .02

.92

.77

.61

.99

.31

.47

.54

.80

.76

.45

.11

.98

.91

.03

.35

.76

.52

.69

.65

.05

.24

.96

.12

.30

.55

.70

.74

.26

.51

.77

.82

.77

.80 37

.57

.56

.41

.12

.15

.08

.6436 .7737 .19

.31

.13

.25

.5

.4

.5

.3

8.5' METAL RAIL FENCE

GATE

GATE

GATEG

A

TE

GATE

MOTOR

METAL

GATE

GATE

MOTOR

METAL

GATE

2 SERVICE

CABINETS

GATE CALL BOX

METAL

BUILDING

PESTICIDE

STORAGE

PORTABLE OFFICE

WOODEN "WALL"

SHUTOFF PANEL

SERVICE CABINET

METAL SINK

EYE WASH STATION

METAL SHED

(WOOD FLOOR)

CONC STRIP

DIESEL STORAGE TANK

GAS STORAGE TANK

ELEC OUTLET

ON WOOD POST

SHIPPING CONTAINER

ELECTRIC PANEL

CONC FLUME

WITH SKIMMER

TOP SKIMMER 35.95

BOTTOM SKIMMER 34.72

WATER VALVE

TOP NUT EL. 36.32

WATER VALVE

TOP NUT EL. 37.14

FIRE HYDRANT

3/4" BACK FLOW

SERVICE CABINET

AND BREAKER BOX

COLUMN (TYP)

COLUMN (TYP)

3.5' HIGH

HAND RAIL

RAISED SIDEWALK

CONC COLUMN FOR

RAISED SIDEWALK

COLUMN (TYP)

C O

V E

R E

D R

A

IS

E D

C O

N C

R E

TE

W

A

LK

BOB

BOB

BOB

BOB

BOB

BOB

SPEED BUMP

LIGHT POLE

WATER VALVE

TOP NUT EL. 37.68

PORTABLE OFFICE

MASONRY WALLED AREA WITH

INTERIOR EQUIPMENT AND TANKS

(LOCKED - UNABLE TO ACCESS)

TBM #106

SET N&D STAMPED

"PENNONI TRAV PNT"

EL. 36.47

TBM #108

SET 5/8" IR&C STAMPED

"PENNONI TRAV PNT"

EL. 39.73

TBM #107

SET N&D STAMPED

"PENNONI TRAV PNT"

EL. 36.43

ID SCANNER

TRAFFIC ARMKEY BOX

EMERGENCY CALL BOX

METAL STEPS

AND WOOD

LANDING METAL STEPS

AND WOOD

LANDING

WORK

BENCH

WATER

FOUNTIAN

METAL POLE

WITH CONC

(TYP)

METAL STAIRS

AND LANDING

METAL RAMP

WOOD DECK WITH

6' WOOD PRIVACY

FENCE ON N & S SIDES

COLUMN (TYP)

LIGHT POLE WITH

CONC BASE (TYP)

METAL STAIRS

AND LANDING

(CONC FLOOR)

(CONC FLOOR)

(CONC FLOOR)

(TILE FLOOR) (TILE FLOOR)

(TILE FLOOR)

(TILE FLOOR)

(CONC FLOOR)

(DOOR LOCKED)

(WOOD FLOOR)

6" CONC CURB

FIRE HYDRANT

B U

IL

D

IN

G

B U

IL

D

IN

G

.01

.21

.20

.69

.9

.7

.0

.9

.2

(METAL FLOOR)

INLET

GRATE EL. 37.89

N INV. 32.53 (12" METAL) DU

S INV. 32.50 (18" RCP)

INLET

GRATE EL. 35.67

N INV. 32.13 (18" RCP)

S INV. 32.04 (18" RCP)

30" RCP MITERED END

INV. 31.01

INLET

GRATE EL. 35.67

N INV. 31.76 (18" RCP)

S INV. 31.71 (24" RCP)

B-1

40' DEEP

BORING

PROJECT LIMITS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

WATER SYSTEM IMPROVEMENTS

TAMPA, FL

Project Director

Revisions: Date:

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WWW.CLARKNEXSEN.COM

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

NO. 673 - 21 - 144BID DOCUMENTS

4/4/25

P R

O F

ESS I ONA L ENG

I N

E E

R

F L O R I D A

L I C E N S EDA

V I D M. PARKER

No. 99979

STATE OF

EXISTING CONDITIONS

VF103

BSBERM

GRAPHIC SCALE

80'40'20'10'0 1"=20'

MATCH LINE SEE SHEET VF102-B

MATCH LINE - SEE SHEET VF102-A

EXISTING CONDITIONS PLAN - VF103-A

SCALE: 1"=20'

EXISTING CONDITIONS PLAN - VF103-B

SCALE: 1"=20'

103-B

103-A 102-B 102-C102-A

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

WATER SYSTEM IMPROVEMENTS

TAMPA, FL

Project Director

Revisions: Date:

F

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G of757.455.5800 FAX 757.455.5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

NO. 673 - 21 - 144BID DOCUMENTS

4/4/25

P R

O F

ESS I ONA L ENG

I N E

E R

F L O R I D A

L I C E N S EDA

V ID M. PARKER

No. 99979

STATE OF

NOTES, LEGEND, AND ABBREVIATIONS

C001

BSBERM

GENERAL NOTES ABBREVIATIONSLEGEND

1. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS

ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. THE CONTRACTOR SHALL BE

SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT LIMITED TO TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION.

2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC.

THAT MAY BE REQUIRED.

3. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY

REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH

INCONSISTENCIES OR AMBIGUITIES. WORK DONE AFTER DISCOVERY OF SUCH DISCREPANCIES,

INCONSISTENCIES, OR AMBIGUITIES AND BEFORE FORMAL RESPONSE FROM THE ENGINEER SHALL

BE DONE AT THE CONTRACTOR'S RISK.

4. MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE

PROJECT AND A COPY OF THE TRANSMITTAL LETTER (FOR RECORD KEEPING) GIVEN TO THE

ENGINEER.

5. REPLACE WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, LANDSCAPING, ETC., THAT MAY BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION AT CONTRACTOR'S OWN

EXPENSE.

6. THE CONSTRUCTION SITE, ADJACENT AREAS, AND RIGHTS-OF-WAY SHALL BE KEPT CLEAN AND

CLEAR OF CONSTRUCTION DEBRIS AT ALL TIMES.

7. EXCAVATED MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A LAWFUL MANNER.

8. WHEN MATERIALS WHICH ARE UNSUITABLE FOR SUBGRADES OCCUR WITHIN THE PROJECT LIMITS, EXCAVATE SUCH MATERIAL BELOW THE SUBGRADE, AND THE AREAS SO EXCAVATED SHALL BE

BACKFILLED WITH APPROVED SUITABLE MATERIALS (SELECT MATERIAL).

9. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE KEPT

ON SITE AT ALL TIMES.

10. ADJUST ALL EXISTING MANHOLE RIMS, VALVE BOX COVERS, AND OTHER UTILITY SURFACE

FEATURES WITHIN PROJECT LIMITS TO FINISHED GRADE.

14. DIMENSIONS TO BUILDINGS AND WALLS ARE TO FACE OF BUILDING.

15. ALL AREAS WITHIN THE PROJECT LIMITS THAT ARE NOT OCCUPIED BY BUILDINGS, PAVING, OR OTHER HARD SURFACES SHALL BE STABILIZED AND SEEDED IF DISTURBED. THERE SHALL BE NO

DISTURBANCE OUTSIDE OF THE PROJECT LIMITS.

16. ALL GRADING SHALL BE TRANSITIONED AT A CONSTANT SLOPE BETWEEN NEW GRADES AND NEW

TO EXISTING GRADES, UNLESS SPECIFICALLY NOTED OTHERWISE.

17. ALL DISTURBED AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING OFFSITE. COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. REMOVE ALL TEMPORARY

EROSION CONTROL DEVICES UPON ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO

PREVENT EROSION.

18. ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY

OTHER NON-COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE

MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE.

19. CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAY'S PLACING OPERATION AND

WHEN CONCRETE PLACEMENT IS INTERRUPTED FOR 30 MINUTES OR LONGER.

20. TRAFFIC CONTROLS WITHIN THE ROADWAY SHALL BE IN COMPLIANCE WITH STANDARDS OF MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES.

21. TRAFFIC CONTROL WITHIN ALL VEHICULAR AREAS SHALL BE IN CONFORMANCE WITH THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES.

22. FIELD VERIFY THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY

EXISTING WATER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT.

23. PRIOR TO CONSTRUCTION OR EXCAVATION, LOCATE ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION AND THAT ARE NOT

SHOWN ON THESE PLANS. DAMAGES WILL BE AT THE EXPENSE OF THE CONTRACTOR. THESE

INCLUDE BUT ARE NOT LIMITED TO ELECTRIC, SEWER, WATER, TELEPHONE, CABLE TELEVISION, ETC.

REPAIR OR REPLACE, AS DIRECTED BY THE OWNER, AT CONTRACTOR'S EXPENSE ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. CONTACT SUNSHINE 811 48-HOURS PRIOR TO THE

BEGINNING OF CONSTRUCTION

24. VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION OR CONSTRUCTION WORK. CONTACT ALL POTENTIAL UTILITY OWNERS PRIOR TO EXCAVATION. WHERE

CONFLICTS EXIST, BASED ON FIELD VERIFICATION, WHICH MAY ADVERSELY AFFECT THE NEW

WORK, THE OWNER IS TO BE NOTIFIED PRIOR TO ANY CONSTRUCTION WORK. NOTIFY THE

ENGINEER IMMEDIATELY IF THE UTILITY IS NOT LOCATED AS SHOWN ON THE PLAN.

25. VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF CROSSED UTILITIES PRIOR TO EXCAVATION FOR THE CROSSING. COORDINATE WITH THE ENGINEER ANY REQUIRED CHANGES IN THE DESIGN

DUE TO UTILITY CONFLICTS.

26. UNLESS OTHERWISE NOTED, ALL EXISTING UTILITIES SHALL REMAIN IN PLACE. PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ALL DAMAGE TO EXISTING UTILITIES (INCLUDING BUT NOT LIMITED TO WATER, SEWER, GAS, ELECTRIC, TELEPHONE, STORM SEWERS, ETC.) SHALL BE REPAIRED TO THE SATISFACTION OF THE AFFECTED UTILITY OWNER AND VAMC

ENGINEERING. ALL COSTS FOR ANY DAMAGE REPAIR WORK SHALL BE BORNE SOLELY BY THE

CONTRACTOR.

27. COORDINATE THE RELOCATION OR ADJUSTMENT OF ANY UTILITIES (POWER POLES, TELEPHONE

PEDESTALS, GUY WIRES, WATER METER, ETC.) WITH UTILITY OWNER AS A RESULT OF

INTERFERENCE WITH PROPOSED CONSTRUCTION.

28. HAND EXCAVATE WITHIN TWO FEET OF EXISTING UTILITIES.

29. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND, UNLESS OTHERWISE INDICATED.

30. ALL EXISTING UTILITY LINES NOT SHOWN TO BE DEMOLISHED MUST BE PROTECTED AND

MAINTAINED DURING CONSTRUCTION.

31. MAINTAIN ACCESS TO ALL EXISTING FIRE HYDRANTS THROUGHOUT DEMOLITION AND

CONSTRUCTION.

32. CLEAN ALL STORM PIPES AND STORM STRUCTURES WITHIN THE PROJECT LIMITS AFTER

CONSTRUCTION AND DISPOSE OF MATERIAL IN A LAWFUL MANNER.

33. AT THE END OF EACH DAY, DRAINAGE FACILITIES DISTURBED BY CONSTRUCTION, INCLUDING

ROADSIDE SWALES AND DITCHES, MUST BE RESTORED. RESUME THE OPERATION OF THE

DRAINAGE SYSTEM DURING THE DAY PRIOR TO A RAINFALL EVENT.

34. PROVIDE TEMPORARY DRAINAGE AS REQUIRED DURING CONSTRUCTION. MATERIALS, LABOR, AND

EQUIPMENT REQUIRED TO PROVIDE TEMPORARY DRAINAGE SHALL NOT BE MEASURED FOR

PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

35. TOPSOIL, SEED AND FERTILIZE ALL AREAS WITHIN THE PROJECT LIMITS NOT OCCUPIED BY STRUCTURES, PAVEMENT, OR SIDEWALKS, AND NOT DESIGNATED TO BE SODDED OR LANDSCAPED.

UNLESS OTHERWISE NOTED, ALL DENUDED AREAS SHALL BE STABILIZED WITHIN 7 DAYS IF THEY

WILL REMAIN DORMANT FOR MORE THAN 14 DAYS.

36. EFFLUENT FROM DEWATERING PRACTICES MUST BE FILTERED THROUGH A SEDIMENT TRAPPING

DEVICE.

37. INSTALL WATER MAIN WITH A MINIMUM COVER OF 3.0' FROM TOP OF PIPE TO THE FINISH GROUND, UNLESS OTHERWISE NOTED.

38. MAINTAIN 12" VERTICAL SEPARATION BETWEEN WATER MAIN AND EXISTING UTILITIES AND 18" VERTICAL SEPARATION BETWEEN WATER MAIN AND EXISTING STORM PIPES, UNLESS OTHERWISE

NOTED.

BUILDING

ASPHALT PAVEMENT

CONCRETE PAVEMENT

TOE OF SLOPE

TOP OF BANK

BENCHMARK

SPOT ELEVATION

FENCE

STORM DRAIN

SANITARY SEWER

WATER LINE

6" BOLLARD

SIGN

EXISTING NEW

REMOVE TO THIS POINT

CONNECT TO EXISTING

SILT FENCE

CURB AND GUTTER

TREE PROTECTION

IP

INLET PROTECTION

REMOVE / DEMOLISH

FG: XXX.XX

GRAVEL

SAW CUT

CONTOUR

BOW BACK OF WALK

C/C CENTER ON CENTER

CB CATCH BASIN

CI CURB INLET

COR CONTRACTING OFFICER REPRESENTATIVE

DATUR DRAWN ACCORDING TO UTILITY RECORDS

DI DROP INLET

E EAST, EASTING

EG EXISTING GAS

EHH ELECTRICAL HANDHOLE

ELEC ELECTRIC

ELEV ELEVATION

EOI END OF INFORMATION

EOW EDGE OF WALK

ESFM EXISTING SANITARY SEWER FORCE MAIN

EUC EXISTING UNDERGROUND COMMUNICATION

EUE EXISTING UNDERGROUND ELECTRIC

EW EXISTING WATER

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FL FLOW LINE

FOHB FIBER OPTIC HANDHOLE BOX

GV GAS VALVE

INV INVERT

LP LIGHT POLE

MG MATCH GRADE

MH MANHOLE

MUTCD MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

N NORTH, NORTHING

PVC POLYVINYL CHLORIDE

QL C QUALITY LEVEL C

RCP REINFORCE CONCRETE PIPE

SAN SANITARY SEWER

SCO SANITARY SEWER CLEANOUT

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SF SILT FENCE

SMH SANITARY SEWER MANHOLE

STMH STORM MANHOLE

TC TOP OF CURB

TOB TOP OF BANK

TOC TOP OF CONCRETE

TOS TOP OF SLOPE

TYP TYPICAL

UNK UNKNOWN

WV WATER VALVE

100.00

AIR CONDITIONER UNIT

BACKFLOW PREVENTER

CABLE TELEVISION BOX

BLOW-OFF-VALVE

CLEANOUT

COMM HANDHOLE

COMM MANHOLE

CONCRETE UTILITY POLE

CONCRETE LIGHT POLE

GAS METER

GAS VALVE

GUY ANCHOR

HAND HOLE (UNID)

HANDICAP PARKING SPACE

IRON PIPE (IP)

IRON ROD (IR)

ELECTRIC HANDHOLE

ELECTRIC JUNCTION BOX

ELECTRIC MANHOLE

ELECTRIC METER

GAS MANHOLE

ELECTRIC TRANSFORMER

FIBER OPTIC JUNCTION BOX

FIRE DEPARTMENT CONNECTION

FIRE HYDRANT

TELEPHONE HAND HOLE

TELEPHONE JUNCTION BOX

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

TRAFFIC SIGNAL HAND HOLE

FIBER OPTIC HAND HOLE

UNIDENTIFIED HANDHOLE

IRRIGATION VALVE

UNIDENTIFIED MANHOLE

LIGHT POLE

LIGHT POLE WITH CONCRETE BASE

METAL LIGHT POLE WITH

CONCRETE PAD

METAL UTILITY POLE

UTILITY POLE

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

WATER METER

WATER VALVE

TREE (CITRUS)

TREE (OAK)

TREE (ORNAMENTAL/UNKNOWN)

TREE (PALM)

TREE (PINE)

EXISTING NEW

REDUCER

GAS LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND COMM LINE

OVERHEAD ELECTRIC LINE

TEMPORARY CONSTRUCTION FENCE

LIMITS OF PROJECT

GUARDRAIL

BFP MISCELLANEOUS CONCRETE

12" BOLLARD

AIR RELEASE VALVE

SOIL BORING LOCATION

.5

.0

.0

.9

.8

.8

.7

.0

.1

.6

.9

.236

.3

.340 .540 .8

.239 .9

.740

.1

.5

.5

.040

.7

.5

.340 .5

.4

.540

.8

.741

.2

.1

.9 41 .0 40

.9

.4

.3

.9

.8

.3

.1

.2

.5

.5

.9

.1

.2

.9

.2

.6

.7

.30

.28

STONE PLANTER AREA

2' HEDGE ROW

IRRIGATION

VALVES

6" BACK FLOW

ON CONC PAD

BOLLARD (TYP)

TREE CANOPY

(TYP)

WATER VALVE

TOP NUT EL. 36.90

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

IRRIGATION

VALVE

WATER VALVE

TOP NUT EL. 39.20

FIRE HYDRANT

TBM #105

SET 5/8" IR&C STAMPED

"PENNONI TRAV PNT"

EL. 40.53

UNDERGROUND WATER

LINE LOCATION

U N

D E

R G

R O

U N

D W

A

TE

R

LI

N E

L O

C A

TI

O

N

U N

D E

R G

R O

U N

D E

LE

C

TR

IC

LI

N

E L

O C

A

TI

O N

U N

D E

R G

R O

U N

D E

LE

C

TR

IC

LI

N

E L

O C

A

TI

O N

UNDERGROUND ELECTRIC

LINE LOCATION

SPEED BUMP

SPEED BUMP

SPEED BUMP

CONCRETE

CONCRETE

MASONRY

WALL

MASONRY WALL

MASONRY WALL

PAVEMENT SAWCUT

SINGLE YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

TELEPHONE MANHOLE

RIM 39.36

.15

.74

MITERED END

INV. 32.32 (48" RCP)

NORTH INV. 31.06

(HEADWALL 473' N

OF MITERED END

INLET

GRATE EL. 37.24

NE INV. 33.15 (36" RCP)

SW INV. 33.11 (36" RCP) DU

INLET

GRATE EL. 37.29

NE INV. 33.23 (36" RCP)

SW INV. 33.14 (36" RCP)

INLET

GRATE EL. 38.06

NE INV. 33.34 (24" RCP) DU

SE INV. 33.38 (18" HDPE) DU

SW INV. 33.31 (36" RCP)

U N

D E

R G

R O

U N

D D

R A

IN

A

G E

LI

N

E L

O C

A

TI

O N

20"

24"

15"

13"

15"

20"

12"

12" 12"

12"

12"

30"

13"

18"

13"

14" 36"

15"

18"

20"

18"

13" 14"

14"

12"

14"

12"

14"

15"

15"

10"

RICHARD SILVER W

AY

(PRIVATE)

5(TYP)

(TYP)

(TYP)

IP

IP

3(TYP)

F3

CD501

F1

CD501

F1

CD501

10+00

+0

12+00

13+00

14+00

15+00

16+00

PROJECT LIMITS

MAT

CH

LI

NE

- S

EE

S

HE

ET

C

D1

-A Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

WATER SYSTEM IMPROVEMENTS

TAMPA, FL

Project Director

Revisions: Date:

F

I:\ P

R O

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M P

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Y S

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2\ S

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\C \C

D

1.

D

W G of757.455.5800 FAX 757.455.5638

WWW.CLARKNEXSEN.COM

4525 MAIN STREET

SUITE 1400

VIRGINIA BEACH, VA 23462

NO. 673 - 21 - 144BID DOCUMENTS

4/4/25

P R

O F

ESS I ONA L ENG

I N E

E R

F L O R I D A

L I C E N S EDA

V I D M. PARKER

No. 99979

STATE OF

DEMOLITION AND E&S PLAN

CD101

BSBERM

GRAPHIC SCALE

DEMOLITION NOTES#

1. SAWCUT AND REMOVE ASPHALT PAVEMENT

2. REMOVE CONCRETE CURB AND GUTTER TO NEAREST JOINT.

3. REMOVE EXISTING WATER MAIN

4. TREE PROTECTION. SEE SHEET CD502 FOR TREE PROTECTION DETAILS.

5. SILT FENCE

80'40'20'10'0 1"=20'

GENERAL NOTES

1. EXISTING ELEVATED WATER TANK AND ALL APPURTENANCES MUST

REMAIN IN OPERATION UNTIL NEW ELEVATED WATER TANK, PUMPS,

WELL, WATER TREATMENT AND PIPING SYSTEMS ARE COMPLETE AND

ACCEPTED FOR USE.

2. CONTRACTOR SHALL PREPARE, AND SUBMIT TO COR FOR REVIEW, A

DETAILED MAINTENANCE OF TRAFFIC PLAN FOR EACH WORK

LOCATION. WORK SHALL NOT BEGIN UNTIL THE MAINTENANCE OF

TRAFFIC PLANS ARE APPROVED.

3. CONTRACTOR SHALL CONTRACT WITH A THIRD PARTY SPECIALIZING IN

MAINTENANCE OF TRAFFIC TO IMPLEMENT THE APPROVED TRAFFIC

CONTROL PLANS.

4. MINIMUM OF ONE LANE OF TRAFFIC MUST BE MAINTAINED AT ALL

TIMES. SIGNAGE, FLAGGERS, AND ALL OTHER TRAFFIC CONTROL

DEVICES SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE

CONTRACT DOCUMENTS.

5. MAINTENANCE OF TRAFFIC PLANS SHALL BE PREPARED FOR

VEHICULAR TRAFFIC AND PEDESTRIAN TRAFFIC. PARTICULAR

PRIORITY SHALL BE GIVEN TO MAINTAINING PEDESTRIAN ROUTES AND

PEDESTRIAN SAFETY. PROVIDE DETOURS AND TEMPORARY

CROSSWALKS IN THE SUBMITTED MAINTENANCE OF TRAFFIC PLANS.

CONTINUOUS TEMPORARY BARRIERS SHALL BE INSTALLED BETWEEN

TRENCHING ACTIVITIES AND PEDESTRIAN PATHWAYS, WHEN

PEDESTRIAN PATHWAYS ARE WITHIN 10’ OF TRENCH.

6. MINIMUM OF ONE LANE VEHICULAR ACCESS TO HOSPITAL FACILITIES,

PARTICULARLY THE EMERGENCY DEPARTMENT, SHALL BE MAINTAINED

AT ALL TIMES.

7. TRENCHING SAFETY, FALL PROTECTION REQUIREMENTS, BACKFILL

MATERIALS AND COMPACTION REQUIREMENTS SHALL BE IN

ACCORDANCE WITH OSHA REGULATIONS AND SPECIFICATIONS

SECTION 31 20 11, EARTHWORK.

8. OPEN TRENCHES SHALL NEVER BE LEFT UNATTENDED. ALL TRENCHES

SHALL BE BACKFILLED OR COVERED TO THE SATISFACTION OF THE

COR AT THE END OF EACH DAY.

103-B

103-A 102-B 102-C102-A

KEY PLAN

DEMOLITION AND E&S PLAN - CD101

SCALE: 1"=20'

.6

.7

.9

.9

.9

.5

.0

.7

.7

.4

.3

.4

.0

.0

.7

.7

.4

.3

.4

.7 37 .336

.8

.66

.76

.90

.73

.99

.67

.92

.04

.80

.00

.78

.24

.88

.74

.52

.24

.78

.35

.4536 .08

.45 36 .70

.4035

.40

.40

.51

ELECTRIC JUNCTION

BOXES ON CONC PAD

2 SERVICE

TREE CANOPY

(TYP)

HAND

RAIL

WATER VALVE

TOP NUT EL. 34.04

WATER VALVE

TOP NUT EL. 34.95

WATER VALVE

TOP NUT EL. 34.08

FIRE HYDRANT

METAL LID

ELECTRIC VAULT

TRAILER

METAL RAMP

AND DECK

WITH 3' HANDRAIL

DATA

BOX

2" BACK FLOW

HEDGE

1.5" PVC 90 BEND

TOP OF PIPE 39.74

1.5" PVC 90 BEND

INTO GROUND

TOP OF PIPE 38.62

TREE CANOPY

(TYP)

COLUMN (TYP)

RAMP

CONCRETE

SP

EE

D

BU

M P

LIFT STATION

METAL LID AND

CONROL PANEL

WATER VALVE

TOP NUT EL. 38.46

WATER VALVE

TOP NUT EL. 38.43

WATER VALVE

TOP NUT EL. 38.40

WATER VALVE

TOP NUT EL. 36.61

WATER VALVE

TOP NUT 35.97

WATER VALVE

TOP NUT 36.65

FIRE HYDRANT

METAL VAULT

WITH 3 VALVES

TRAFFIC ARM

LIGHT POLE

PAVEMENT SAWCUT

(DOOR LOCKED)

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

SINGLE

YELLOW

ROAD STRIPE

B U

IL

D

IN

G

COMMUNICATION

MANHOLE

RIM 36.41

.74

.9037

.73

.46

.71

.13

.236

.3

.1

.8

.7

.9

.8

.6

.8

.3

.038

.1

.4

.4

.5

.5

.5

.7

.4

.5

.5

.9

(CONC FLOOR)

INLET

GRATE EL. 37.24

NE INV. 33.15 (36" RCP)

SW INV. 33.11 (36" RCP) DU

INLET

GRATE EL. 35.54

NE INV. 29.78 (18" RCP)

SE INV. 29.75 (36" RCP)

N INV. 30.00 (42" RCP)

DRAINAGE MANHOLE

RIM EL. 36.00

E INV. 29.58 (36" RCP)

NW INV. 29.64 (36" RCP)

CONC SIDEWALK

CONC SIDEWALK

CONC SIDEWALK

15"

15"

15"

16"

12"

12"

14"

14"

14"

12"

12"

12"12" 12"

RICHARD SILVER WAY

(PRIVATE)

B-2

15' DEEP BORING

1 (TYP)2(TYP)

C3

CD501 IP

16+00

17+00

18+00 19+00

+0

+4

+0

14+00

15+00 16+00 17+00

PROJECT LIMITS

.4 36

.736 .8

.8

.2

.936

.9

.0 36

.336 .6

.5

.9

.6

.2

.5

.1

.0

.8

.5436

.41

.65

.54

.08

.63

.63

.93

.44

.61

.41

.52

.69

.61

.12

.70

.79

.61

.92

.37

.59

.53

.13

.43

.71

.68

.63

.63

.52

.50

.5436 .54

.45

.38

.01

.82

.42

.6235 .84

.3736

.43

.80

.55

.74 37

.71

.34

.49

.24

.08

.44

.84

CANOPY"

LIGHT POLE

CONC BASE (TYP)

RED STRIPING

TREE CANOPY

(TYP)

WATER VALVE

TOP NUT EL. 35.16

WATER VALVE

TOP NUT EL. 35.56

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

TREE CANOPY

(TYP)

COVERED

BUS STOP

BRICK COLUMN

CONC CURB WITH

4' PLASTIC YELLOW

POLES (TYP)

CONC CURB WITH

4' PLASTIC YELLOW

POLES (TYP)

7.5' METAL FENCE

(TILE FLOOR)

WATER VALVE

TOP NUT EL. 30.74

WATER VALVE

TOP NUT EL. 30.82

BUILDING

.56

.67

.07

.08

.07 38 .24

.01

.73

.36

.27

.29

.68

.9

.6

.0

.4

.2

.5

YARD DRAIN

GRATE 36.36

INV. 29.57

(6" PVC)

GRATE EL. 36.93

N INV. 33.27 (12" PVC)

SE INV. 33.23 (12" PVC)

NW INV. 33.23 (6" PVC)

DRAINAGE MANHOLE

RIM EL. 37.42

E INV. 35.02 (4-6" PVC)

S INV. 36.15 (8" PVC)

W INV. 34.24 (18" RCP)CURB INLET

EOP 35.86

E INV. 32.40 (18' RCP)

W INV. 32.39 (18" RCP)

CURB INLET

EOP 35.84

E INV. 31.99 (18" RCP)

SW INV. 32.06 (15" RCP)

NW INV. ??.??(??" ???)

1.0' DIAMETER INLET

GRATE EL. 37.44

S INV. 33.63 (12" PVC)

DRAINAGE MANHOLE

RIM EL. 37.42

N INV. 33.10 (12" PVC)