36C24826R0056 0001 with Attachments.pdf

5. PROJECT NUMBER (if applicable)

CODE 7. ADMINISTERED BY

2. AMENDMENT/MODIFICATION NUMBER

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NUMBER 3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED

PAGE OF PAGES

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED

BPA NO. 1. CONTRACT ID CODE

FACILITY CODE CODE

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

E. IMPORTANT:

is extended,

(a) By completing Items 8 and 15, and returning __________ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 11/2016)

is required to sign this document and return ___________ copies to the issuing office. is not, A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

15C. DATE SIGNED

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED STATES OF AMERICA

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER 16A. NAME AND TITLE OF CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30 PREVIOUS EDITION NOT USABLE

Prescribed by GSA - FAR (48 CFR) 53.243

(Type or print) (Type or print)

(Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(Number, street, county, State and ZIP Code)

(If other than Item 6)

(Specify type of modification and authority)

(such as changes in paying office, appropriation date, etc.)

(If required)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

CHECK

ONE

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer)

1 2

0001 01-08-2026

673-23-107

36C248

Department of Veterans Affairs Network Contracting Office 8 (NCO 8)

8875 Hidden River Pkwy Suite 525 Tampa FL 33637

36C248

Department of Veterans Affairs Network Contracting Office 8 (NCO 8)

8875 Hidden River Pkwy Tampa FL 33637

To all Offerors/Bidders

36C24826R0056

X

X X

X 1

This Amendment provides the site visit sign-in sheet and the RFI responses.

The due date for proposals remains 01/16/2026 at 10:00 AM EST.

Stacy Figlinski Contracting Officer

FY26: NRM (PROJ:673-23-107) BB Install Continuous Water Quality for Legionella Directive Compliance Solicitation 36C24825R0164 RFIs

Question 1. What specific parameters are required to be measured by each water monitor (e.g., conductivity, chlorine, turbidity, pH, pressure, etc.)? The sales literature provided does not clearly address this, as it outlines what the monitors are capable of measuring rather than what is actually required under the SOW. Clarification on the specific parameters is important, as this will determine which monitor should be specified and will directly affect system capability and overall pricing.

Response: Refer to TAB A.pdf pages 19 – 29 for required water monitoring scanning probes. Water monitoring will measure the following: conductivity, chlorine, turbidity, pH, pressure, temperature), VA is responsible for setting parameters for each probe. Consult with the facility engineering department.

Question 2. Can you please provide the pipe dimensions and materials (pvc, steel, copper etc.) at the locations where the scanners will be installed? While the photos included in the engineering documents are very helpful, confirmation of the pipe sizes and materials is needed in order to properly specify the correct saddles for the scanners.

Response: Building 52- 2” copper building 32- 3” copper building 1- 8” copper building 39- 6” copper backflow 131st 8” ductile backflow bruce b- 8” ductile backflow at north parking - 6” ductile building 100 – 6” staineless Building 30- 4” copper building 54- 1 ½ copper (but still need to verify in case we are wrong) This is a field investigation requirement for the contractor prior to construction

Question 3. Can you please provide engineering drawings that clearly indicate where electrical conduit will need to be run for each water monitor and how power will be supplied at each location? Specifically, we are looking for confirmation of conduit routing and approximate distances from the power source to each monitor. For example:

Water Main “X” will require 200 feet of underground conduit run to the power source in "X" Parking Garage using this specific route indicated by the drawing.

Response: Panel locations are on the drawings and are to be field verified as indicated on drawings. This is a field investigation requirement for the contractor prior to construction. Consult with facility engineering department.

Exact conduit routing and approximate distances are the responsibility of the contractor to be submitted, approved, coordinated and will vary based on field conditions.

Question 4. We noticed that one of the water monitors is associated with a newly constructed elevated water storage tank. Will the VA provide drawings for this tank so that installation of this additional water monitor can be properly evaluated for future inclusion?

Response: See Attachtment

Question 5. When it comes to the monitoring equipment, is the expectation that the equipment be installed on both Hot and Cold water supplies, or just one?-only on the Cold.

If the expectation is to have both monitored, each supply will need its own monitoring equipment. This requirement is generally dictated by the water safety plan.

See attached document: RFI Attachment.

See attached document: Site Visit Sign-In Sheet

.4

.5

.0

.040

.9

.8

.8

.7

.0

.1

.6

.9

.236

.3

.340

.5

.8

.2

.9

.740

.1

.5

.5

.040

.7

.5

.340

.5

.4

.540

.8

.7

.2

.1

.9 41

.0 40 .9

.4

.3

.9

.8

.3

.1

.239

.5

.5

.9

.1

.2

.9

.2

.6

.7

.9

.9

.9 37

.5

.0

.7

.7

.4

.3

.4

.5

.8

.2

.7

.5

.2

.1

.4

.8

.1

.1

.1

.0

.433

.2

.032

.8

.0

.3

.2

.2

.0

.0

.7

.7

.4

.3

.4 36

.7 37 .3

.436 .8

.736 .8

.8

.2

.936

.9

.0 36

.3

.6

.5

.9 36

.6

.6

.1

.5

.9

.3

.6

.340

.3

.7

.4

.3

.5

.440

.6

.5

.9

.9

.0

.040

.340 .7

.5

.640 .8

.6

.9

.9

.7 39

.6

.2

.440

.641 .4

.739

.9

.5

.0

.4

.6

.2

.5

.6

.5

.3 37

.6

.8

.3

.0

.4

.839 .0

.8

.7

.9

.5

.3

.6

.2

.0 41 .4

.2

.7 38

.7

.2

.5

.6

.843

.5

.6

.2

.5

.3

.6

.5

.747

.7 46 .3

.8

.0

.1

.1

.4

.9

.3

.1

.2

.0

.8

.9

.1

.3

.3

.7

.6

.1

.3

.2

.1

.5

.1

.0

.8

.4

.5

.6 38

.6

.438

.037 .3

.5

.8

.0

.5

.6

.8

.9

.9

.338

.6

.4

.6

.638

.438 .5

.8

.6 39

.2

.7

.2

.1

.6

.341

.5

.2

.4

.6

.9

.9

.4

.2

.2

.3

.4 41

.1 40 .8

.7

.0

.6

.90 36 .81 36 .85

.14

.32

.30

.28

.66

.76

.90

.73

.99

.67

.92

.18

.90

.92

.93

.58

.65

.18

.79 36 .76 36 .49

.28

.15

.00

.53

.13

.32

.42

.57

.43

.40

.68

.11

.04

.13

.02

.92

.77

.61

.99

.3137

.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

.04

.80

.00

.78

.24

.88

.74

.64

.62

.15

.08

.64

.77

.19

.31

.13

.25

.52

.24

.78

.16

.65

.35

.4536 .08

.5436 .41

.65

.54

.08

.63

.63

.93

.44

.45

.70

.4035 .4035 .40

.51

.61

.41

.52

.69

.61

.12

.70

.79

.61

.92

.37

.59 36

.53

.13

.43

.71

.68

.63

.63

.52

.50

.5436 .54

.45

.38

.01

.82

.42

.6235 .84

.3736 .43

.80 37

.55

.7437 .71

.34

.49

.24

.08

.28

.41

.30

.51

.95

.68

.59

.72

.60

.60

.45

.39

.29

.10

.06

.26

.93 36 .82 36 .74

.61 37 .21

.10

.07

.30

.39

.52

.6545

.89

.77

.56

.26

.46

.00

.83

.95

.19

.17

.23

.97

.80

.79

.59

.05

.0038

.4837 .68

.72

.77

.54

.17

.38 37 .52 37

.32

.3337 .27

.44

.84

.77

.44

.25 38 .22

.33

.5841 .38

.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

.738 .037

.93 7.937

.83 7.637

.8

.3

.038 .1

.4

.4

.5

.5

.5

.7

.4

.5

.5

.9

.2

.936 .6

.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

.1

.8

.8

.0

.0

.7

.8

.5

.9

.9

.5

.9

.539 .6

.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

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 \G

I0

.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

SHEET LAYOUT PLAN

GI002

BSBERM

SHEET LAYOUT PLAN

1" = 60'

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

GRAPHIC SCALE

4/4/25

sign in