573A4-21-700 Lake City - Addendum No. 1.pdf

DATE: 06/09/2025

Addendum No. 1

573A4-21-700

EHRM Infrastructure Upgrades

VA Lake City, FL

This Addendum supplements and amends the original Drawings and

Specifications for the above referenced project. This Addendum shall be forwarded to all Prime Bidders and all appropriate building code authorities.

This Addendum shall be taken into account in the preparation of bids and shall become a part of the Contract Documents.

This document was prepared largely in response to the RFIs received from contractors and will reference that spreadsheet throughout.

General

1. See Attachment 01 - DESIGN TO REPLACE SITE WATER DISTRIBUTION

[10/28/2019] for RFI line items 22, 24, 104, 105, 106, 184

2. See Attachment 02 - TOPOGRAPHIC SURVEY LD-6456 [1/9/2019] for RFI line items 115, 184.

3. See Attachment 03 - TYPE A AND TYPE B BEDDING AND TRENCHING

DETAILS [4/17/2018] and Attachment 04 - TYPE 1-3 UTILITY TRENCH

PATCH DETAILS [12/1/2008] for RFI line items 108, 119, 125, 126.

4. See Attachment 06 - VA LAKE CITY MEDICAL CENTER LIFE SAFETY

DOCUMENTATION [7/19/2019] for RFI line items 124, 174.

5. See Attachment 07 - SUBMITTAL REGISTER for RFI line item 28.

Specifications

1. Modified spec 00 0110 Table of Contents to include the following specs.

2. Modified spec 00 01 15 List of Drawing Sheets updated per RFI line item

204.

3. Added spec 01 31 00.01 Project Management and Coordination in response to RFI line item 1.

4. Modified spec 01 45 29 Testing Laboratory in response to RFI line item

17.

5. Modified spec 02 82 11 Traditional Asbestos Abatement in response to

RFI line item 36.

6. Added spec 02 82 13.19 Asbestos Floor Tile and Mastic Abatement per

RFI line item 36.

7. Added spec 02 83 33.13 Lead-Containing Paint Removal and Disposal in response to RFI line item 52.

8. Added spec 03 30 53 (short-form) Cast-in-Place Concrete per RFI line items 63, 86, 206.

9. Added spec 04 05 13 Masonry Mortaring per RFI line item 207.

10. Added spec 04 05 16 Masonry Grouting per RFI line item 207.

11. Added spec 04 20 00 Unit Masonry per RFI line item 207.

12. Added spec 23 05 12 General Motor Requirements for HVAC and

Steam Generation Equipment per RFI line items 58, 60.

13. Added spec 23 34 00 HVAC Fans per RFI line item 73.

14. Modified spec 26 05 19 Low-Voltage Electrical Power Conductors and

Cables

15. Modified spec 26 05 26 Grounding and Bonding for Electrical Systems

16. Modified spec 26 05 33 Raceway and Boxes for Electrical Systems

17. Modified spec 26 24 16 Panelboards

18. Modified spec 26 27 26 Wiring Devices

19. Added spec 26 29 11 Motor Controllers

20. Modified spec 27 11 26 Communications Rack Mounted Power

Protection and Power Strips

21. Added spec 31 20 00 Earthwork for RFI line items 34, 80, 81, 91, 147, 229.

22. Added spec 31 23 19 Dewatering for RFI line item 127.

23. Added spec 32 05 23 Cement and Concrete for Exterior Improvements

24. Added spec 32 12 16 Asphalt Paving

25. Added spec 33 08 00 Commissioning of Suite Utility Systems

Drawings

1. See Attachment 05 - A1.S Level Diagram for RFI line item 97.

End of Addendum No. 1

ATTACHMENT 01

DESIGN TO REPLACE SITE WATER DISTRIBUTION

4 DRAWINGS DATED 10/28/2019

S.E. BAYA DRIVE (BAYA AVENUE PER DEEDS)

STATE ROAD No. 10-A

(R/W VARIES)

S E

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WINFIELD

FIVE POINTS

WELLBORN

LAKE CITY

WATERTOWN

LULU

COLUMBIA

wall wall

Project Location

Location Map

(Not to Scale)

MIAMI-

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Project Location of

Lake City VA Medical Center

Located in

Section 32, Township 03 South, Range 17 East

Map of Topographic Survey

Columbia County, Florida

GRAPHIC SCALE

1 inch = 80 ft.

(IN FEET)

N O

R T

H

0 40 80 160

Altamonte Springs, FL 32701 USA

Wood Environment & Infrastructure Solutions, Inc.

www.woodplc.com

Phone: (407) 522-7570

Certificate of Authorization Number LB-0007932

550 Northlake Boulevard, Suite 1000

N O

R T

H

N O

R T

H

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

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

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

SHEET 2

SHEET 3

SHEET 4

Surveyors Notes

1) This Map of Topographic Survey is not valid without the original signature and the raised seal of the signing Florida licensed surveyor and mapper.

2) The purpose of this Map of Topographic Survey is to locate and map the positions and elevations of significant existing above ground improvements and evidence of below ground improvements lying within the Lake City, FL VA Medical

Center site.

3) The horizontal and vertical datums for this Map of Topographic Survey are relative to the North American Datum of

1983/2011 Adjustment (NAD83/11), expressed in the Florida State Plane Coordinate System, Florida North Zone (0903), US Survey Foot, and the North American Vertical Datum of 1988 (NAVD88), US Feet, based on ties to the National

Spatial Reference System utilizing the National Geodetic Survey Online User Positioning Service (OPUS) and supplemental measurements to the following Florida Department of Transportation control monuments:

2900202BM2 Northing: 435,149 Found FDOT brass disc stamped “2900202 BM 2” on

Easting: 2,556,305 a concrete pad at NW corner of US 41 and Baya Dr.

Elevation: 180.95

2900202C6 Northing: 435,108.84 Found rebar with FDOT alum. cap stamped C6 2900202

Easting: 2,556,310.85 at the southwest corner of US 41 and Baya Dr.

2903008C4 Northing: 434281.79 Found rebar with FDOT alum. cap stamped C4 2903008

Easting: 2,556,434.83 located on the east side US 41 about 830 feet south of the intersection of Baya Rd. and US 41

4) Survey Methodologies and Accuracy Statement: Primary horizontal and vertical control for this survey were established using a combination of Global Network Satellite System (GNSS) static and fast static procedures and digital differential leveling procedures. Additional densification was performed with robotic total stations and digital differential leveling procedures. Based upon redundant measurements associated with this survey the estimated error in the location and elevation of well-defined improvements is +/- 0.03'.

5) Additions or deletions to this Map of Topographic Survey are prohibited without written consent of the signing Florida licensed surveyor and mapper. The signing party is not responsible for additions, deletion or manipulation of the data contained in the map or associated or digital file.

6) Lands shown hereon were not abstracted for ownership, easements, rights-of-way or other title matters by this firm. The land boundary depicted hereon is based upon a digital copy of a boundary survey performed by EDA Engineers-

Planners- Surveyors, project no. 2018-0175 S00, drawing completed 01/21/2019, as provided by the client . The depicted boundary was positioned based on the location of several corner monuments contained in the digital file. This is not a boundary survey.

7) The field data acquisition phase of this survey was completed on October 3, 2019 as documented in WOOD field book

1408.

8) The approximate horizontal location of subsurface utilities depicted hereon is based upon utilizing geophysical instrumentation to investigate the existence and approximate horizontal location of existing subsurface utilities. This task does not include the excavation of subsurface utilities. Wood has performed this service with due diligence and used every reasonable effort to designate utilities in a manner consistent with ASCE Standard 38-02. However, Wood does not guarantee that all active, abandoned or out of service utility systems or structures can or will be detected, including but not limited to, utilities located underneath other utilities, non-conductive utility lines or systems located at depths of more than 6 feet.

9) Underground foundations were not located.

10) This Map of Topographic Survey is certified for the exclusive use of: Paradigm Engineers and Constructors.

For the Corporation, Robert M. Jones

Florida Registered Professional Surveyor and Mapper

License No. LS 4201

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L a k e

C i t y

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M e d i c a l

C e n t e r A u t o

C a d

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L a k e

C i t y

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C e n t e r d w g

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A u t o

C A

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P

D F

G e n e r a l

D o c u m e n t a t i o n p c

T

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H

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24" Oak

24" Pine

14" Oak

S

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Y

D

WPB

WPB

'1

D

.4

13" Palm

14" Palm

10" Oak

14" Pine

WPB

H

Y

D

22" Tree

E

CO

WPB

WPB

10" Oak

24" Pine

10" Oak

10" Oak

12" Oak

12" Oak

8" Oak

30" Oak

30" Oak

30" Oak

E

E

E

T

W

S

WPB

S

S

FO

S

S

E

24" Pine

18" Oak

169.47'

22" Oak

9" Palm

8" Palm

8" Palm

E

11" Tree

9" Tree

9" Tree

13" Oak

8" Tree

E

D

D

S

D

D

E

18" Oak

28" Oak

28" Oak

12" Oak

30" Oak

CO

D

S

E

WPB

24" Oak

26" Oak

30" Oak

30" Oak

32" Oak

WPB

26" Oak

26" Oak

30" Oak

30" Oak

30" Oak

WPB

WPB

WPB

WPB

WPB

WPB

D

W

WPB

WPB

WPB

WPB

WPB

FO

E

10" Palm

10" Palm

10" Palm

10" Palm

10" Palm 10" Palm

10" Palm

10" Palm

H

Y

D

E

FO

E

S

D

175.4

'1

H

Y

D

8" Palm

12" Tree

20" Palm

10" Palm

10" Palm

10" Palm

8" Palm

30" Oak

36" Oak

46" Tree

13" Tree

H

Y

D

18" Tree

D

'1

41" Oak

20" Tree

22" Tree

40" Oak

H

Y

D

36" Tree

10" Tree

48" Oak

FO

WPB

D

13" Palm

9" Palm

10" Palm

10" Palm

10" Palm

10" Palm

E

30" Oak

50" Oak

40" Oak

30" Oak

40" Oak

D

D

32" Oak

28" Oak

13" Oak

17" Oak

D

32" Oak

S

WPB

WPB

MH

H

Y

D

WPBWPB

D

D

MH

D

38" Oak

24" Oak

24" Oak

8" Oak

E

E

WPB

CO

D

S

D

E

D

FO

FO

FO

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

W M

FO

FO

FO

FO

BE

B E

BE

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B E

BE

B E

B E

B

E

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B

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B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B

E

B

E

B

E

B

E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B

E

B

E

B E

B E

B E

B E

B E

B E

B E

B

E

B E

BE

BE

BE

BE

B E

B E

BE

BE

BE

B E

B E

BE

B E

BE BE

B E

B E

BE

B

E

B

E

B

E

B

E

F O

FO

FO

FO FO

FO

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F O

F O

FO

FO

FO

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FO

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FO

FO

FO

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F O

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O

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O

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W

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W

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W

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WM

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W M

W M

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W M

W M

WM

WM

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B E

B E

W M

Sanitary Manhole

Top elev. = 175.91'

a. inv. elev. = 168.7'

b. inv. elev. = 169.2'

c. inv. elev. = 169.1'

d. inv. elev. = 168.5'

e. inv. elev. = 168.4'

Sanitary Manhole

(sealed shut)

W M

WM

W M

6' CLFB

c o n c r e t e

P i c i n b l e s n n s l a b

Electric Service Box

(on conc. slab)

Electric Service Box

(on conc. slab)

Electric Meter

(on conc. slab)

Bench

(on conc. slab)

P i c i n b l e s n c s l a b

Diesel tank

Drop box

Electric barrier gate arm

Signal mast pole sign sign sign sign sign sign sign sign sign sign sign sign sign sign sign sign sign sign sign sign sign sign

B F

P conc. spillway steps s t e p s steps steps c o n w l k c o n c w a l k conc. w alk c o n l k c o n l k c o n c w a l k w o o d r a m p conc. w alk wood ramp w o r m p conc. w alk conc. w alk

BGV (locked) conc. w alk c o n c w a l k conc. w alk conc. w alk c o n c w a l k conc. w alk c o n c w a l k c o n c w a l k c o n c w a l k

WPB

CO

CO

S

9" Tree

12" Palm

40" Oak

14" Tree

44" Oak

46" Oak

39" Oak

9" Tree

8" Tree

12" Tree

11" Tree

13" Tree

13" Tree

H

Y

D

' 1

'1

17" Tree

18" Tree

18" Tree

38" Oak

12" Tree

11" Tree

12" Palm

13" Palm

12" Tree

11" Tree

WPB

WPB

WPB

WPB

WPB

T

12" Tree

12" Tree

WPB

29" Oak

17" Palm

12" Tree

28" Tree

12" Palm

11" Tree

8" Tree

H

Y

D

D

18" Palm

D

S.E. BAYA DRIVE (BAYA AVENUE PER DEEDS)

STATE ROAD No. 10-A

(R/W VARIES)

S O

U T

H

M

A R

I O

N

A

V E

N U

E

S T

A T

E

R

O A

D

N o

A

U S

H

I G

H W

R

R

I E

S

S

V

I S

I O

N

A

V E

N U

E

D

I V

I S

I O

N

S

T

P

A

T

R

W

X

X sign

B G

V sign

BGV

B G

V

B G

V

BGV

sign sign

8" fire standpipe

BGV

wall conc. ra mp conc.

conc.

c o n c c o n c steps conc. w alk c o n c w a l k conc. w alk

6' iron fence

B

E

B E

B E

B E

BE BE

B

E

B

E conc.

conc.

6" PIV

conc.

vent vent vent v e n t vent vent vent steps aluminum brid ge c o n l k conc.

covered

D

CO

H

Y

D

S

D

22" Tree

E

D

MH

D

S

MH

MH

34" Oak

10" Oak

Sanitary Manhole

(lid sealed shut) paint mark indicates line goes to building

Sanitary Manhole (A) see above left

Top elev. = 185.79'

N.E. inv. elev. = 179.8'

S.W. inv. elev. = 180.0' (6" PVC)

W. inv. elev. = 179.6'

Building #3 c o v e r e d c o n a b steps steps edge of loading dock compactor on conc. slab c o n c r a m p steps

B

G

V conc. w alk steps conc. wall sign sign c o n c w a l k

A/C electric service box on conc. slab

A/C c o n c w a l k c o n c w a l k conc. walk conc. wall

B G

V

BGV

steps

Smoking

Building conc.

diesel gas tank conc. walk

B G

V

BGV

BGV

conc. ramp conc.

conc.

conc. walk

D

D fire line valve fire line valve

BGV

with conc. wall

BGV

B

E

B

E

B E

B E

B E

B E

B E

B E

B

E

B

E

B

E

BE

sign

2'X2' brick pillar (typical) b i k e r a c k flag pole flag pole

B E

B

E

B

E

B

E

B E

B E

B

E

B

E conc.

conc.

conc. wall

BGV

decontamination trailer

R

C

P

Drainage Manhole

Top elev. = 184.41'

S. inv. elev. = 175.4'

W. inv. elev. = 175.4'

Curb Inlet inv. elev. = 182.7'

Drainage Manhole

Top elev. = 174.0'

N. inv. elev.= 168.2'

E. inv. elev.= 168.1

Drainage Manhole

Top elev. = 173.51'

N. inv. elev. = 164.5'

E. inv. elev. = 164.3'

W. inv. elev. = 166.6'

Curb Inlet

Top elev. = 175.54'

N. inv. elev. = 170.2'

S. inv. elev. = 163.8'

W. inv. elev. = 163.9'

Curb Inlet

Catch Basin

Catch Basin

Top elev. = 179.03' inv. elev. = 176.17'

Curb Inlet

Top elev. = 174.45'

N. inv. elev. = 172.8' (1'x1' box culvert)

N.E. inv. elev. = 161.9'

Manhole

(paved over)

Storm vault

Catch Basin

Top elev. = 169.30'

N. inv. elev. = 166.5'

S.E. inv. elev. = 166.2'

N.W. inv. elev. = 166.3'

P

V C a y

R C

P

R

C

P

18" R

CP

Catch Basin

Top elev. = 178.40'

N. inv. elev. = 174.4'

Catch Basin

Top elev. = 179.27' inv. elev. = 175.4'

15" R

CP

R

C P

15" R

CP

Catch Basin

Top elev. = 180.24' inv. elev. = 175.9'

Catch Basin

Top elev. = 180.1'

E. inv. elev. = 175.8'

S. inv. elev. = 175.7'

P

24" R

CP

R

C

P

H

P

P

E

Drainage Manhole

Top elev. = 179.00'

N. inv. elev.= 171.3'

N.E. inv. elev.= 176.3'

S. inv. elev.= 171.0'

N.W. inv. elev.= 174.8'

Catch Basin

Top elev. = 178.90'

N.E. inv. elev. = 175.8'

S.E. inv. elev. = 175.1'

PIV

P

M

P

Drainage Manhole

Top elev. = 180.26'

N. inv. elev.= 173.9'

S. inv. elev.= 171.5'

12" RCP

R

C

P

Curb Inlet

Top elev. = 173.50'

N. inv. elev. = 170.7'

S. inv. elev. = 164.6'

W. inv. elev. = 167.9'

P

V C

R

C

P a y a y

Catch Basin

Top elev. = 175.30'

N. inv. elev. = 173.8'

S. inv. elev. = 173.7'

18" R

CP

10" R

CP

Curb Inlet

Top elev. = 183.50'

E. inv. elev. = 179.1'

S. inv. elev. = 178.4'

W. inv. elev. = 178.6'

Curb Inlet

Top elev. = 185.20' inv. elev. = 181.6'

Curb Inlet

Top elev. = 183.50'

E. inv. elev. = 178.8'

W. inv. elev. = 178.8'

18" R

CP

P

V C

18" P V

C

R

C P

Curb Inlet

Top elev. = 183.50' inv. elev. = 180.0'

P

V C

12" P

VC

Drainage Manhole

Top elev. = 184.48'

E. inv. elev. = 175.7'

S. inv. elev. = 175.5'

W. inv. elev. = 176.9'

Drainage Manhole

Top elev. = 184.46' inv. elev. = 179.7'

C

P

V

C

C

Drainage Manhole

Top elev. = 184.52'

N.E. inv. elev. = 175.7'

S.W. inv. elev. = 175.8'

N.W inv. elev. = 177.0'

C

Drainage Manhole (A) see above

Top elev. = 184.24'

N.E. inv. elev. = 176.3'

S.W. inv. elev. = 176.3'

N.W inv. elev. = 176.5' (6" PVC) fire line valve

Drainage Manhole (A) see below

Manhole

(paved over)

Drainage Manhole

Top elev. = 184.24'

E. inv. elev. = 176.5' (8" metal)

W. inv. elev. = 182.5' (6" metal)

P

V C

P

V C

Drainage Manhole

Top elev. = 185.89'

E. inv. elev. = 180.1'

S. inv. elev. = 180.6'

W. inv. elev. = 180.1' m e t a l a y

Drainage Manhole

Top elev. = 185.96'

E. inv. elev. = 180.5'

S.W. inv. elev. = 180.8'

N.W. inv. elev. = 180.6' t a l

Curb Inlet

Top elev. = 184.84'

S.E. inv. elev. = 180.6'

S.W. inv. elev. = 180.7'

Curb Inlet

Top elev. = 185.80' inv. elev. = 183.3'

P

V

C

Drainage Manhole

Top elev. = 184.36'

N. inv. elev. = 175.0'

S. inv. elev. = 175.1'

Drainage Manhole

Top elev. = 184.34'

N. inv. elev. = 175.1'

S. inv. elev. = 175.0'

W. inv. elev. = 176.1'

6" PVC

P

V

C

C

Drainage Manhole

Top elev. = 185.72'

N. inv. elev. = 174.6'

S. inv. elev. = 174.5'

Drainage Manhole

Top elev. = 186.01'

N. inv. elev. = 174.9'

N.E. inv. elev. = 174.7'

S. inv. elev. = 174.4'

W. inv. elev. = 174.7' m e t a l

R

C P

8" metal

C

6" P

VC

(A)

Sanitary Manhole

Top elev. = 184.76'

E. inv. elev. = 180.5'

S.W. inv. elev. = 180.4'

Sanitary Manhole

(not active)

Top elev. = 186.13'

W. inv. elev. = 172.2' N. (6" unknown)

W. inv. elev. = 177.8' S. (6" PVC)

P

V C

C

P

V

C

C

C

C

C a b c d e

Sanitary Manhole

Top elev. = 174.54'

N.E. inv. elev. = 167.6'

S.W. inv. elev. = 167.4' t a l m e t a l grease trap

" m e ta l gas valve cover & shutoff valve

Sanitary Manhole

Top elev. = 170.63'

N. inv. elev. = 167.9'

E. inv. elev. = 167.8'

S.E. inv. elev. = 167.6'

P

V

C

15" PVC

15" P

VC

Sanitary Manhole

Top elev. = 187.80'

E. inv. elev. = 176.3'

W. inv. elev. = 176.3'

Sanitary Manhole

Top elev. = 187.09'

E. inv. elev. = 177.0'

W. inv. elev. = 177.0'

(old paint indicates a pipe going S.E., unable to see due to sediment)

P V

C

Sanitary Manhole

Top elev. = 186.01'

N. inv. elev. = 178.4'

E. inv. elev. = 177.5'

S. inv. elev. = 177.7'

W. inv. elev. = 177.5'

12" P

VC

m e t a l c l a y

12" P

VC

a y

Sanitary Manhole

Top elev. = 186.32'

N.E. inv. elev. = 179.7'

E. inv. elev. = 177.9'

W. inv. elev. = 177.8'

Sanitary Manhole

Top elev. = 186.24'

N. inv. elev. = 179.4'

E. inv. elev. = 178.4'

S.W. inv. elev. = 179.4'

W. inv. elev. = 178.4'

12" P

VC

m e t a l t a l

12" m etal a y c l a y t a l

Sanitary Manhole

Top elev. = 186.06'

N. inv. elev. = 181.6'

E. inv. elev. = 177.7'

S.E. inv. elev. = 180.4'

W. inv. elev. = 177.6'

C

P

V

C

Drainage Manhole

Top elev. = 184.50'

E. inv. elev. = 179.7'

S. inv. elev. = 179.6'

W. inv. elev. = 179.5' chilled water manhole

R

Curb Inlet inv. elev. = 181.6'

R

C P

Curb Inlet inv. elev. = 182.1'

Curb Inlet

Top elev.= 184.75'

N.W. inv. elev. = 180.3'

S. inv. elev. = 180.2'

P

R

C P

Curb Inlet

Top elev.= 184.74' inv. elev. = 180.4'

R

C P

Curb Inlet inv. elev. = 179.7'

R

C P

Match Line "A"

MRI Trailer

GRAPHIC SCALE

1 inch = 30 ft.

(IN FEET)

N O

R T

H

0 15 30 60

Altamonte Springs, FL 32701 USA www.woodplc.com

Phone: (407) 522-7570

Certificate of Authorization Number LB-0007932

550 Northlake Boulevard, Suite 1000

Wood Environment & Infrastructure Solutions, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

E

F

A

B

C

D

E

F

21 4 5 6

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

(SEE SHEET 3)

6 6 6 6

P

L a k e

C i t y

V

A

M e d i c a l

C e n t e r A u t o

C v i l

L a k e

C i t y

V

A

M e d i c a l

C e n t e r d w g

A

M

A u t o

C A

D

P

D F

G e n e r a l

D o c u m e n t a t i o n p

ND BLUE DISK NO ID

WPB

30" Tree

26" Tree

28" Tree

34" Tree

33" Pine

WPB

20" Tree

30" Tree

36" Tree

23" Tree

13" Tree

28" Tree

26" Tree

26" Tree

20" Tree

23" Tree

15" Tree

D

H

Y

D

T

T

T

H

Y

D

24" Oak

24" Pine

T

30" Pine

22" Tree

10" Pine

10" Pine

MH

24" Tree

34" Tree

WPB

36" Tree

30" Tree

WPB

CO

15" Pine

24" Pine

24" Pine

24" Pine

30" Oak

25" Tree

22" Tree

' 1

24" Tree

24" Tree

24" Tree

31" Tree

31" Pine

30" Tree

24" Tree

24" Tree

24" Tree

28" Tree

WPB

18" Oak

20" Oak

14" Oak

D

D

D

MH

'1

12" Oak

10" Oak 11" Oak

11" Oak

' 1

E

WPB

161.4'

157.2'

32" Tree

34" Tree

14" Oak

14" Oak24" Oak

10" Oak

34" Tree

MH

D

E

'1

'1

D

.4

D

D

S

H

Y

D

S

10" Palm

12" Pine

H

Y

D

' MH

E

20" Oak

24" Pine

24" Oak

24" Pine

24" Pine

14" Pine

20" Pine

26" Pine

10" Tree

30" Pine

10" Tree

14" Palm

12" Pine

S

20" Pine20" Pine

24" Pine

WPB

WPB

H

Y

D

'1

D

.4

13" Palm

14" Palm

10" Oak

14" Pine

WPB

H

Y

D

22" Tree

WPB

10" Oak

24" Pine

10" Oak

10" Oak

12" Oak

12" Oak

8" Oak

30" Oak

30" Oak

30" Oak

WPB

WPB

WPB

WPB

WPB

24" Pine

18" Oak

D

'1

S

E

D

169.47'

12" Tree

11" Tree

21" Pine

32" Oak

24" Pine

30" Tree

10" Tree

14" Pine 12" Tree

WPB

WPB

WPB

22" Oak

9" Palm

8" Palm

8" Palm

E

11" Tree

9" Tree

9" Tree

13" Oak

19" Tree

39" Oak

8" Tree

8" Tree

12" Tree

14" Tree

18" Tree

E

12" Palm

8" Palm

8" Palm

12" Palm

D

S

D

D

18" Oak

28" Oak

12" Oak

30" Oak

D

S

E

11" Palm

10" Palm

10" Palm

12" Palm

12" Palm

WPB

9" Palm

9" Palm

9" Palm

36" Oak

40" Oak

WPB

10" Palm

10" Palm

12" Palm

11" Palm

9" Palm

9" Palm

10" Palm

10" Palm

8" Tree

13" Palm

15" Tree

WPB

H

Y

D

E

E

WPB

TRNF

TRNF

13" Palm

WPB

S

WPB

181.4'

14" Palm

16" Palm

15" Coniferous

E

E

H

Y

D

38" Oak

28" Cypress

21" Cypress

31" Cypress

D

39" Oak

33" Oak

37" Tree

46" Tree

FFE: 176.9

FFE: 175.1

FFE: 183.3

D

D

W

WPB

WPB

WPB

FO

E

10" Palm

10" Palm

10" Palm

10" Palm

10" Palm 10" Palm

10" Palm

10" Palm

H

Y

D

175.4

'1

H

Y

D

8" Palm

12" Tree

20" Palm

10" Palm

10" Palm

10" Palm

8" Palm

32" Oak

S

WPB

WPB

MH

H

Y

D

WPB

WPB

FO

F

O

F

O

F

O

F

O F O

F

O

F

O

F

O

F

O

F

O

F

O

FO

FO

FO

FO

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F

O

F

O

F

O

FO

FO

F O

FO

BE

B E

BE

B E

BE

B E

B E

B

E

B E

B

E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B

E

BE

BE

BE

BE

B E

B E

B E

B E

B

E

B

E

B

E

B E Sanitary Manhole

Top elev. = 175.91'

a. inv. elev. = 168.7'

b. inv. elev. = 169.2'

c. inv. elev. = 169.1'

d. inv. elev. = 168.5'

e. inv. elev. = 168.4'

Sanitary Manhole

Sanitary Manhole

(sealed shut)

G

A

S

G

A

S

W

M

W

M

W

M

W

M

W

M

W

M

W M

W

M

WM W

M

W

M

WM

WM

W M

W

M

W

M

W

M

W M

W M

W M

W M

W

M gate gate

6' CLFB

c o n c

A/C

A/C

A/C

A/C

A/C

A/C

G E

N E

R A

T O

R o n c o n c s l a b

Picinic Tables

(on conc. slab)

C o n c

R a m p

C o n c

R a m p conc. driveway c o n c d r i v e w a y c o n c d r i v e w a y

7' i ro n fe nce

Metal handrail

Construction site DO NOT ENTER

Granite memorial inv. elev. = 176.3' speed hump

1-1/4" PVC on ground chilled water pipe

MES

MES

3"x3" post with chain barrier sign sign sign sign sign sign sign sign sign sign sign sign sign sign sign sign

B F

P

B F

P conc. spillway conc. spillway steps steps steps

3" Gas post s t e p s s t e p s steps c o n l k c o n c w a l k c o n c w a l k c o n c w a l k c o n l k c o n c w a l k c o n c w a l k conc. w alk c o n l k c o n c w a l k c o n c w a l k conc. w alk c o n c w a lk

B G

V

B G

V

B G

V conc. walk conc. w alk conc. w alk c o n c w a l k

WPB

WPB

WPB

WPB

WPB

12" Tree

12" Tree

WPB

29" Oak

17" Palm

12" Tree

28" Tree

38" Tree

13" Tree

13" Palm

28" Tree

18" Tree

12" Palm

11" Tree

8" Tree

20" Tree

9" Tree

9" Tree

9" Tree

9" Tree

WPB

WPB

WPB

E

28" Tree

H

Y

D

12" Palm

8" Tree

8" Tree

E

S

S

W

W

W

W

W

MH

10" Palm

WPB

D

S

D

S

172.50'

E

E

'1

15" Palm

18" Tree

20" Tree

15" Oak

15" Oak

18" Oak

16" Oak

12" Oak

12" Oak

15" Oak

17" Oak

17" Oak

E

FFE: 178.5

B E

B E

B E

B

E

B E

B E

W

M

W

M

W

M

W

M

W

M

W

M

W M

W M

W M

W

M

W M

W M

W M

W M

W M

W M

S

V

I S

I O

N

A

V E

N U

E

D

I V

I S

I O

N

S

T

P

A

T

R

W

S O

U T

H

M

A R

I O

N

A

V E

N U

E

S T

A T

E

R

O A

D

N o

A

U S

H

I G

H W

R

R

I E

S

X

X

B G

V sign

BGV

conc. ra mp conc.

conc.

c o n c c o n c steps conc. w alk c o n c w a l k c o n c w a l k conc. w alk

6' iron fence

B

E

B E

B E

B E

BE BE

B

E

B

E conc.

conc.

conc.

6" PIV

conc.

vent vent vent v e n t steps aluminum brid ge c o v e r n c w i t h p c n t b l e s conc.

conc.

basketball court

MH

MH

steps

Sanitary Manhole

(unable to open) f u e l t a n k n c steps edge of loading dock compactor on conc. slab c o n c r a m p sign s t e p s conc. loading dock

S c o v e r e d w o o d d e c k t r a i l e r s t e p s conc. wall

1000 gallon tank generator on conc.

c o n c w a l k conc. wall steps conc. ramp

Aluminum shed

Green

House conc. ramp c o n c w a l l c o n c w a l l c o n c w a l l c o n c w a l l water line stand pipe pump pump waste storage building

1" wide strip drain gate

C L F

6' iron fence steps gate conc. w alk conc. wall

BGV

B

E

B E

B E

B E

B

E

B E

B E

B E

B E

B

E

B

E

B

E

B E

W

M

B E

B E

B

E

B

E

B

E

B

E

B E

B

E

B

E

BE

B E

BE

B E

BE

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B E

B

E

B

E

B

E

B

G

V

B

G

V conc.

1-1/2 story brick building

(generator plant) eye wash

BGV

conc.

1 story brick building

#92

B E

B E

B E

BE

B

E

B E

B

E

B

E

B E

B

E

B E

2'X2' brick pillar (typical) flag pole flag pole

BGV

conc. wall conc.

BE

B

E

B

E

B

E

B E

B E

B E

B

E

B

E

B

E

B E

B E

B E

BE

BE

BE

B

E

B

E

B

E

B

E

B E

B

E

B E

B

E

B E

B E

B E

B

E

B E

B E

B E

B

E

B

E

B E

B E

B E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

W M

W M

W M

W M

W M

W M

W M

W

M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W

M

W

M

W

M

W

M

W

M

W

M

W

M

W

M w a l l wall

B

G

V chilled water vault

BGV

GAS

1 story brick building

#42

B G

V locked lids

18" RCP inv. elev. = 163.2'

Drainage Manhole

Top elev. = 174.0'

N. inv. elev.= 168.2'

E. inv. elev.= 168.1

Drainage Manhole

Top elev. = 173.51'

N. inv. elev. = 164.5'

E. inv. elev. = 164.3'

W. inv. elev. = 166.6'

Drainage Manhole

Top elev. = 159.92'

Bottom structure elev.= 143.6'

(structure is very deep, unable to see pipes)

Drainage Manhole

Top Elevation = 168.16'

E. inv. elev. = 153.3'

S. inv. elev. = 158.4'

W. inv. elev. = 153.4'

N.W. inv. elev. =155.4'

Drainage Manhole

Top elev.= 183.46'

N. inv. elev. = 178.7'

S. inv. elev. = 178.7'

Curb Inlet

Top elev. = 175.54'

N. inv. elev. = 170.2'

S. inv. elev. = 163.8'

W. inv. elev. = 163.9'

Curb Inlet

Top elev. = 161.40'

E. inv. elev. = 156.8'

S.W. inv. elev. = 156.8'

Curb Inlet

Top elev. = 174.45'

N. inv. elev. = 172.8' (1'x1' box culvert)

N.E. inv. elev. = 161.9'

E. inv. elev. = 167.0'

S.W. inv. elev. = 158.8'

R C

P

Curb Inlet

N. inv. elev. = 176.2'

S. inv. elev. = 173.9'

W. inv. elev. = 176.6'

Catch Basin

Top elev. = 181.93' inv. elev. = 177.5'

Catch Basin (full of water) unable to see any pipes

Top elev. = 172.48'

Bottom of structure elev. = 171.0'

Curb Inlet

Storm vault

Catch Basin (full of water) unable to see any pipes

Top elev. = 162.24'

Bottom of structure elev. = 161.0'

Catch Basin

Top elev. = 173.46'

N. inv. elev. = 169.3'

W. inv. elev. = 169.1'

H

D P

E

Catch Basin

Top elev. = 172.78'

E. inv. elev. = 167.9'

W. inv. elev. = 166.8'

R C

P

R

C P

Catch Basin

Top elev. = 171.89'

E. inv. elev. = 166.2'

S. inv. elev. = 164.6'

H

D P

E

Catch Basin

Top elev. = 176.35'

S. inv. elev. = 171.0'

W. inv. elev. = 171.0'

Catch Basin

Top elev. = 175.90' inv. elev. = 171.4'

C

Catch Basin

Top elev. = 163.00'

N.E. inv. elev. = 160.0'

S.W. inv. elev. = 157.8'

C

C

P

C

Catch Basin

Top elev. = 146.00'

N. inv. elev. = 142.3'

N.E. inv. elev. = 142.2'

S.W. inv. elev. = 142.2'

C

C

C

P

V

C

P

V

C

Catch Basin

Top elev. = 151.70'

a. inv. elev. = 146.4'

b. inv. elev. = 146.4'

c. inv. elev. = 146.8'

d. inv. elev. = 147.5'

e. inv. elev. = 146.3' a b c d e

R

C P

P

V C

Catch Basin

Top elev. = 142.85'

N. inv. elev. = 134.1'

S. inv. elev. = 133.6'

W. inv. elev. = 133.7'

R

C

P

6" P V

C

Catch Basin

Top elev. = 148.18'

N. inv. elev. = 140.0'

S. inv. elev. = 139.9'

W. inv. elev. = 140.2'

6" P V

C

P

V C

Curb Inlet

Top elev. = 165.22'

N. inv. elev. = 160.2'

E. inv. elev. = 158.0'

W. inv. elev. = 158.7'

R

C P

R

C

P

Drainage Manhole

Top elev. = 159.76'

N. inv. elev.= 145.0'

E. inv. elev.= 145.3'

E. inv. elev.= 145.2'

S. inv. elev.= 144.6'

W. inv. elev.= 144.8'

R C

P

R

C

P

M t a l

18" Metal

H

P

E

R

C

P chilled water manhole

Curb Inlet (full of water) unable to see any pipes

Top elev. = 170.50' inv. elev. = 156.2'

Drainage Manhole

Top Elevation = 171.36'

N. inv. elev. = 167.6'

E. inv. elev. = 155.7'

S.W. inv. elev. = 163.0'

W. inv. elev. = 167.6'

P

V C

6" P V

C

P

Curb Inlet (full of water) unable to see any pipes

Top elev. = 167.50' inv. elev. = 158.5'

P

P

E

Drainage Manhole

Top elev. = 169.32'

N.E. inv. elev.= 162.7'

S.E. inv. elev.= 157.2'

N.W. inv. elev.= 157.3'

Curb Inlet

Top elev. = 169.67' inv. elev. = 163.3'

P

Drainage Manhole

Top elev. = 173.80'

S.E. inv. elev.= 162.5'

S.W. inv. elev.= 167.3'

N.W. inv. elev.= 165.5'

P

P

E

12" HDPE

Drainage Manhole

Top elev. = 174.17'

N. inv. elev.= 167.7'

W. inv. elev.= 167.8'

Catch Basin

Top elev. = 169.30'

N. inv. elev. = 166.5'

S.E. inv. elev. = 166.2'

N.W. inv. elev. = 166.3'

P

V C a y

R

C P

Drainage Manhole

Top Elevation = 176.21'

N. inv. elev. = 169.2'

E. inv. elev. = 167.9'

Drainage Manhole

Top Elevation = 178.07'

N. inv. elev. = 171.5'

N.E. inv. elev. = 171.7'

S.E. inv. elev. = 174.1'

S. inv. elev. = 171.4'

W. inv. elev. = 173.4'

8" clay c l a y a y t a l

P

" P

V C

C

Drainage Manhole

Top elev. = 159.97'

N.E. inv. elev.= 150.7'

E. inv. elev.= 151.7'

S.E. inv. elev.= 147.4'

S. inv. elev.= 146.0'

N.W. inv. elev.= 146.3'

P

V C

R

C

P

Catch Basin

Top elev. = 159.20'

N. inv. elev. = 155.7'

S. inv. elev. = 150.2'

C

Catch Basin

Top elev. = 159.16'

N.E. inv. elev. = 156.1'

S. inv. elev. = 156.0'

" P

V C

R C

P

R

C

P

18" R

CP

P

Catch Basin

Top elev. = 178.40'

N. inv. elev. = 174.4'

E. inv. elev. = 174.4'

W. inv. elev. = 167.1'

Catch Basin

Top elev. = 179.27' inv. elev. = 175.4'

15" R

CP

R

C P

15" R

CP

Catch Basin

Top elev. = 180.24' inv. elev. = 175.9'

Catch Basin

Top elev. = 180.1'

E. inv. elev. = 175.8'

S. inv. elev. = 175.7'

P

24" RCP

H

P

P

E

Drainage Manhole

Top elev. = 179.00'

N. inv. elev.= 171.3'

N.E. inv. elev.= 176.3'

S. inv. elev.= 171.0'

N.W. inv. elev.= 174.8'

PIV

P

Drainage Manhole

Top elev. = 180.26'

N. inv. elev.= 173.9'

S. inv. elev.= 171.5'

12" R

CP

R

C

P

Curb Inlet

Top elev. = 173.50'

N. inv. elev. = 170.7'

S. inv. elev. = 164.6'

W. inv. elev. = 167.9'

P

V C

R

C

P

C

C

C

C b c d e

Sanitary Manhole

Top elev. = 174.54'

N.E. inv. elev. = 167.6'

S.W. inv. elev. = 167.4' m e t a l

C t a l t a l

Sanitary Manhole

Top elev. = 177.61'

a. inv. elev. = 173.8'

b. inv. elev. = 174.0'

c. inv. elev. = 173.9'

d. inv. elev. = 173.9' a b c d

Sanitary Manhole

Top elev. = 176.95'

N. inv. elev. = 175.2'

S. inv. elev. = 175.2' t a l m e t a l grease trap

" m e ta l gas valve cover & shutoff valve

Sanitary Manhole

Top elev. = 170.63'

N. inv. elev. = 167.9'

E. inv. elev. = 167.8'

S.E. inv. elev. = 167.6'

P

V

C

C

Sanitary Manhole

Top elev. = 174.72'

N.E. inv. elev. = 167.7' (8")

N.E. inv. elev. = 166.8' (10")

S. inv. elev. = 166.4'

N.W. inv. elev. = 169.7'

Sanitary Manhole

Top elev. = 170.27'

N. inv. elev. = 161.5'

S. inv. elev. = 166.8' (4")

S. inv. elev. = 161.4' (12")

S.W. inv. elev. = 163.4'

W. inv. elev. = 163.4'

N.W. inv. elev. = 163.6' m e t a l m e t a l

C

C

P

V C

P

V C

Sanitary Manhole

Top elev. = 177.82'

N. inv. elev. = 164.8'

E. inv. elev. = 164.7'

12" PVC

m e t a l

4" P

VC

Sanitary Manhole

Top elev. = 178.78'

N. inv. elev. = 172.0'

S. inv. elev. = 165.2'

W. inv. elev. = 175.0'

6" PVC

m e t a l a y

Sanitary Manhole

Top elev. = 181.00'

N. inv. elev. = 176.9'

E. inv. elev. = 175.7'

S.W. inv. elev. = 175.7' m e t a l

Sanitary Manhole

Top elev. = 163.47'

N. inv. elev. = 158.7'

S. inv. elev. = 158.7' t a l