120324 Addendum 4.pdf

PDF 2 MB Posted Aug 4, 2023

Attached to: 120324 Flagler Palm Coast Vehicle Maintenance Shop
Solicitation number: ITB-06129
Issued by: Flagler County, Florida

About this file

Written by GovTribe AI · Jul 30, 2024

This document is an Addendum for a state and local government construction contract opportunity issued by the Florida Army National Guard Construction & Facility Management Office. The project is for the construction of a Vehicle Maintenance Shop in Flagler Palm Coast, Florida with project number 120324. The addendum revises the original bidding documents and provides responses to questions submitted by potential bidders. Key details include: bid opening is changed to September 20, 2023 at 2:00 PM, revised drawings for the site grading, drainage, and utilities are attached, and clarifications are provided on the requirements for the geothermal HVAC system, compressed air system, and partition wall types. The contract is for the full design and construction of the new Vehicle Maintenance Shop facility. Pricing terms, funding sources, and other salient financial information are not provided in this addendum, but would be included in the original solicitation documents.

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Other files

File	Type	Posted
120324 Addendum 3.pdf	PDF	Aug 4, 2023
120324 Bid Form_Subcontractor List update.docx	DOCX document	Aug 4, 2023
120324 Addendum 1.pdf	PDF	Aug 4, 2023
120324 Plans and Specifications Instructions.docx	DOCX document	Aug 4, 2023
120324 Addendum 2.pdf	PDF	Aug 4, 2023
120324 FNG5085_Preaward Requirements_Level_5.docx	DOCX document	Aug 4, 2023
120324 PRE_BID_MEETING.pdf	PDF	Aug 4, 2023
120324_ITB.docx	DOCX document	Aug 4, 2023

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Florida Army National Guard

Construction & Facility Management Office

ISSUED ADDENDUM

Rev. 11/2018

Date September 14, 2023

ADDENDUM Number 4

Project Number and Name 120324 Flagler Palm Coast Vehicle Maintenance Shop

Invitation to Bid Date August 4, 2023

Number of Attachments 4

Bid Opening Date and Time September 20, 2023 (2:00 PM – St. Augustine)

From: Department of Military Affairs, CFMO Contracting Office

This addendum and the listed attachments forms a part of the contract documents and modifies the original bidding documents. Acknowledgement of this addendum on Bid Proposal form is required.

Concerns with this addendum should be addressed to:

ng.fl.flarng.list.cfmo-contracting@army.mil

Questions (Q) / Answers (A)

See Attached RFI Log

Attachments:

1. Request for Information (RFI) Log (5 pages)

2. Drawing C-104 Revision 1 dated 9-15-2023

3. Drawing C-105 Revision 1 dated 9-15-2023

4. Drawing C-401 Revision 1 dated 9-15-2023

END OF ADDENDUM #4

RFI LOG

Project Name:

Project Address:

MRI Project Number:

DMA Project Number:

Date Description A/E Response

8/16/2023 Ref. Spec Section 09 67 00, 2.01 & 2.02:

Part 2.01.A states Basis of Design for fluid-applied flooring is Dex-O-Tex ColorFlake L which has a max thickness of 1/8” and Part 2.02.A.4 states required system thickness is 1/4”. Please clarify required thickness of fluid-applied flooring.

MRI: 1/8" thickness is correct for maximum thickness.

8/16/2023 Please confirm the Pre-Engineered Metal Building is not sole sourced to Butler Manufacturing, but simply a basis of design.

MRI: Butler is presented as the basis of design.

Any pre-engineered metal building (PEMB) manufactuer is acceptable if they meet or exceed specifications/basis of design

8/16/2023 According to section 051200-3 of the project specifications, AISC Certification for fabricator and erector is required. Is it acceptable to waive that requirement for the erector as it may limit subcontractor participation?

TLC: Provide Bid as specified.

8/16/2023 According to section 019113-3, a Commissioning Coordinator is required.

Please confirm this does not need to be a full-time staffed position and can be shared with other management duties.

TLC: The Commissioning Coordinator does not need to be an independent full-time staffed position and may be shared with other management duties. This person must be responsible for all activities noted within the specification. Qualifications must be met as specified.

8/16/2023 Per the Pre-Bid site visit on 8/15/2023, please confirm that Fire Marshall and Water management district costs are to be or have been paid by Engineer/Architect and not the contractor.

MRI: Design team is providing permit review costs for the State Fire Marshall and St. Johns Water Management District.

Flagler Palm Coast Vehicle Maintenance Shop 100 Finn Way, Palm Coast, FL 32164 120324

Flagler Palm Coast Vehicle Maintenance Shop Page 1 of 5

Date Description A/E Response

8/16/2023 Drawing C-100 states, Geothermal well field area (ABI #5), see MEP for exact well layout.

However, in the MEP drawings, no well layout or information on the Geothermal Wells can be found. Please provide the necessary drawings/information for the geothermal wells and resulting changes to the MEP drawings for the ABI #5.

TLC: ABI#5 Geothermal HVAC Option: As directed by ABI#5 contractor is to provide an alternative bid item cost for the complete design and construction of a geothermal water source heat pump system and associated well field to support the project HVAC system requirements.

Base bid is for the direct expansion split system design shown. Well field can be assumed to be located north of the building footprint within the grass area adjacent.

8/16/2023 Specification section 020614 references a geotechnical report. Please provide the geotechnical report if available.

MRI: Two Geotechnical Reports are attached:

Armed Forces Reserve Center Geo Report ECS 56-1473 digi.pdf and PCASE Pavement Design Geo Report ECS 56-1473_digi.pdf.

8/22/2023 The drawings and specs I reviewed are not very detailed regarding the oil systems and the tank sizes. Do you have a CAD file that you can send me that has the oil and air lines represented?

TLC: CAD drawings will be provided to awarded Contractor.

Flagler Palm Coast Vehicle Maintenance Shop Page 2 of 5

8/23/2023 I am writing again to inquire about the compressed air basis of design. We calculate air consumption based on a specific set of criteria. I have attached what I calculated as consumption for this facility and unless I am missing something such as a diesel particulate filter or some other large pneumatically driven mechanism, we estimate your demand for compressed air volume will be in the 50 CFM range. I researched the model you have specified as a basis of design; the Atlas Copco GA-45 and it produces nearly 230 acfm. With two if these units which is what the drawing shows, that would be 460 acfm. It is our opinion that this system is substantially oversized and ask fort this to be clarified as to the demand requirement.

TLC: Contractor to bid as designed on plans.

Value engineering including discussions of allowed diversity will be discussed with the successfully awarded contractor.

8/28/2023 1.Does the FNG5085 have to be submitted with the bid documents at bid time, or can the FNG5085 be submitted after bid prior to intent to award?

MRI: Submit with Bid

8/28/2023 2. Will the DMA \ Design Team consider the use of precast concrete wall panels in lieu of site cast tilt wall panels?

MRI/TLC: Precast panels are acceptable.

Consider panel widths at overhead doors and transit limits.

8/28/2023 3. The instructions say the contractor is responsible for all permits and paying for all permits. Does that include the State Fire Marshal permit and the storm water management \ environmental permits?

Those two items are frequently secured by the design team prior to bid. Please verify.

MRI: Design team is providing permit review costs for the State Fire Marshall and St. Johns Water Management District.

Flagler Palm Coast Vehicle Maintenance Shop Page 3 of 5

8/28/2023

4. Are there as built utility drawings available for the current facility and site?

MRI: The latest survey and previous as-built survey are attached. "Palm Coast Readiness Center As-Built Sheet C5.0" and "Palm Coast Survey". Existing utilities are also identified on Sheet C-401 "Utility Plan".

9/6/2023 “Question 1: In regards to the RFI #2 response on the Geothermal wells, since it is being requested to provide complete design and construction costs it adds a new dynamic to that item. Has TLC done a preliminary investigation of the required Gallons Per Minute to run the HVAC system and at what pressure that GPM would be?

TLC: We didn’t take the field design far enough to determine the pressure, however the GPM was calculated at 92.6 GPM.

9/12/2023 1.Ref. Specification Section 13 34 19, 2.06.C.4: It is our understanding that the FM rating is based on building geometry and wind load / wind exposure of the building.

Please clarify the required FM rating for this project.

MRI: FM Global does not apply to this project.

2.Ref. Specification Section 13 32 19, 2.03.C & 2.03.D and S.02, 010003 Design Loads, Section D & E and S.03, 133419, Note 5: Specification Section 13 34 19 and Structural Drawings differ in wind load, spectral response acceleration and seismic requirements. Please clarify which is correct

TLC: Structural Drawings are correct.

3.Are Tributary load reductions allowed for the building’s live load?

TLC: Reductions are not allowed. Follow structural drawings.

9/13/2023 1. Ref. A1.101 & A1.102: There are numerous interior walls that are not labeled with a partition type. Please provide partition types for unlabeled walls.

MRI: The untagged paritions are noted on structural drawings a cmu walls. The stud walls that are not indicated on structural drawings are partition Type 6.

Flagler Palm Coast Vehicle Maintenance Shop Page 4 of 5

Ref. A1.101: The east wall of Break Area 102 is labeled Partition Type 10. Is this also a Type 12 partition?

MRI; the partition Type 10 is a insulated furred wall against a block wall (indicated on structural drawings).

9/14/2023 Ref. P1.0, C‐104, C‐105, C‐401: P1.0 refers to storm piping from downspouts with Keynote 1 “See Civil Drawings for Continuation”. Civil drawings do not show storm piping for downspouts. Please clarify how this piping is to be routed on civil drawings. P1.0 also shows 3 sanitary pipes on west side of building labeled with Keynote 1. C‐401 only shows one sanitary line on west side of building. Please clarify.

MH: Refer to attached pdfs of Sheets-C-104, C- 105 and C-401 for storm water piping and sanitary pipe revisions.

Flagler Palm Coast Vehicle Maintenance Shop Page 5 of 5

BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL

L xxxxxxxxxx

E x x x x x x x x x x x x x x x x x x x x x x x x x x

PROPERTY

BOUNDARY

LINE

MEG

C B

SD SD SD SD SD SD

CB-VMS-5

GRATE=26.89

FDOT TYPE C DBI

INDEX 425-052

18"x12" INV N=22.74 12"x12" INV W=24.16

CB-VMS-4

GRATE=24013.52

FDOT TYPE C DBI

INDEX 425-052

18"x12" INV S=22.43 23"x14" INV NW=22.43 12"x12" INV SW=24.12

CB-VMS-3

GRATE=26.20

FDOT TYPE C DBI

INDEX 425-052

23"x14" INV SE=22.20 23"x14" INV W=22.20

CB-VMS-2

GRATE=25.80

FDOT TYPE C DBI

INDEX 425-052

23"x14" INV E=22.06 23"x14" INV S=22.06

CB-VMS-6

GRATE=25.80

FDOT TYPE C DBI

INDEX 425-052

15" INV S=22.27

15" INV NW=22.27

26.5

27.5

26.5

27.5

26.5

29.5

GRADING LIMITS

FLAMMABLE

MATERIALS

CONTAINERS

FFE = 28.0

(ABI #3)

CONTROLLED

WASTE

HANDLING

CONTAINERS

FFE = 28.0

(ABI #1)

BULK POL

CONTAINERS

FFE = 28.0

(ABI # 2)

UN-HEATED

STORAGE PEMB

FFE = 28.0

(ABI #4)

208 LF OF 18"x12" ERCP @ 0.15%

156 LF OF 23"x14" ERCP @ 0.15%

91 LF OF 23"x14" ERCP @ 0.15%

" E R

C P

.1 5%

213 LF OF 30"x19" ERCP @ 0.15%

129 LF OF 15" RCP @ 0.10%

102 LF OF 15" RCP @ 0.08%

GRADING LIMITS

27.65'

27.90'

27.93'

26.95'

26.36'

26.35' 27.90'

27.95'

27.33'

26.75'

27.04'

27.93'

27.56'

27.25' 27.87'27.50'

28.00'

27.16'

27.65'

27.33'

27.84'

27.80'

26.80'

27.16'

26.50'

26.75'

26.60' 26.60'

26.68'

26.90'

26.25'

27.57'27.65'

27.56'

27.70'

27.77'

27.76'

27.63'

27.74' 27.35'

27.64' 27.27'

27.67'

27.64' 27.00' 27.61'

27.64'

27.07'

27.54'

27.72'

27.80'

27.83'

27.88'

27.58'

27.77'

27.23'

27.58'

27.16'

27.25' 26.92'

27.25'26.06'

27.43'26.58'

27.45'

26.58'

27.80' 28.00'

27.45'26.95'

27.70'

27.66'

27.64'

27.87'

27.93'

26.34'

MEG

CB-VMS-1

GRATE=26.00

FDOT TYPE C DBI

INDEX 425-052

23"x14" INV N=21.86 30"x19" INV W=21.86

15"x15" INV SE=22.1915" INV SE=22.19

12" INV E=23.57

12" INV W=24.16

12" INV SW=24.12

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

1 2 3 4

5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

11 12 13 14 15 16 17

CONSULTANTS

SEAL AND SIGNATURE

DRAWN BY

DATE

DRAWING TITLE

FL LIC# ___________

FLORIDA NATIONAL GUARD

DEPARTMENT OF MILITARY AFFAIRS

FLAGLER PALM COAST

VEHICLE MAINTENANCE SHOP

DMA PROJECT NUMBER: 120324

100% PERMIT AND CONSTRUCT

JCE

MEAD AND HUNT PROJ NUMBER

3288300-190493.01

09-15-2023

DRAWING NUMBER

JOB NUMBER

CHECKED BY

REVISIONS

H \C

S\ C

-1

G R

G A

N D

D R

.D W

FOR CONTINUATION SEE SHEET C-105

C O

N U

N S

T C

-1

(FFE = 28.00)

EXISTING

MAINTENANCE

C-104

GRADING AND

DRAINAGE PLAN -

NORTH

NOT FOR CONSTRUCTION

Know what's below.

before you dig.Call

PAVEMENT TO BE REMOVED AND

REPLACED FOR INSTALLATION

OF STORM PIPING

00 20 40

VEHICLE

MAINTENANCE

SHOP

EX ST-11

PAVEMENT TO BE REMOVED AND

REPLACED FOR CONNECTION TO

NEW CONCRETE

6" PVC DOWNSPOUT

BOOT CONNECTION

INV EL 25.5 (TYP)

(SEE MEP FOR DETAIL)

12" PVC

(TYP)

12" PVC

(TYP)

6" PVC DOWNSPOUT

BOOT CONNECTION

INV EL 25.5 (TYP)

(SEE MEP FOR DETAIL)

12" PVC

(TYP)

12" PVC

(TYP)

1 REVISION 1 09-15-2023

12" PVC

(TYP)

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

TRANS

x x x x x x x x x x

BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL

x x x x x x x x x x x x x x xxxxxxxxx

PROPERTY

BOUNDARY

LINE

MEG

C B

SD SD SD

MEG

CB-VMS-7

GRATE=26.00

FDOT TYPE C DBI

INDEX 425-052

15" INV N=22.40

12" INV E=23.20

CB-S-3

GRATE=26.10

FDOT TYPE C DBI

INDEX 425-052

15" INV SW=22.20

12" INV NW=24.20

ST-22

GRATE=25.73

FDOT TYPE D DBI

INDEX 425-052

15" INV E=21.95

15" INV W=21.82

CB-S-2

GRATE=25.00

FDOT TYPE D DBI

INDEX 425-052

15" INV W=22.05

15" INV NE=22.05

15" INV N=22.05

OPO

G R

26.5

27.5

24.5

25.5

25.525.5

25.5

26.5

24.5

26.5

C B

CB-S-4

GRATE=26.75

15" RCP INV S=22.56

8" PVC INV W=23.79

97 LF OF 15" RCP @ 0.10%

8 L

" R

102 LF OF 15" RCP @ 0.50%

GRADING LIMITS

(E)

27.70'

27.64' 27.82'

27.89'

27.92'

26.69' 26.70'

26.69'

25.94'

26.22'

25.33'

26.14'

25.34'

27.92'

27.64' 27.47' 27.56'

27.91' 27.72' 27.74'

27.63'

27.66' 27.52'

27.35'

27.45'

27.66' 27.17'

27.08'

27.30'

27.66' 26.80'

27.07'27.00'

27.99'

28.04'

27.95'

27.87'

27.78'

27.62'

26.66'

26.94' 27.67'26.98'

27.20'

27.33'

27.32'

26.77'

27.19'

26.24'

27.14'

27.10'

26.04'

27.33'

26.72'

25.69'

26.70'

26.55'

25.45'

26.39'

27.45' 26.58'

26.59'

27.45'

27.32' 26.24'

27.32'

26.68'

27.66'

27.13'

27.57' 26.99'

27.23'26.92'

27.10'26.85'

26.74'26.71'

26.34'26.31'

25.94'25.93'

25.58' 25.48'

25.94' 25.53'

25.33'

25.80'

26.48'

25.22' 25.89'

25.22'

25.54'

27.36'

26.93'

27.36'

26.56'

27.00'

27.51' 27.24'

27.00'

27.39'

5.00'

MEG

COCO

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

1 2 3 4

5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

11 12 13 14 15 16 17

CONSULTANTS

SEAL AND SIGNATURE

DRAWN BY

DATE

DRAWING TITLE

FL LIC# ___________

FLORIDA NATIONAL GUARD

DEPARTMENT OF MILITARY AFFAIRS

FLAGLER PALM COAST

VEHICLE MAINTENANCE SHOP

DMA PROJECT NUMBER: 120324

100% PERMIT AND CONSTRUCT

JCE

MEAD AND HUNT PROJ NUMBER

3288300-190493.01

09-15-2023

DRAWING NUMBER

JOB NUMBER

CHECKED BY

REVISIONS

H \C

S\ C

-1

G R

G A

N D

D R

.D W

FOR CONTINUATION SEE SHEET C-104

VEHICLE

MAINTENANCE

SHOP

C-105

GRADING AND

DRAINAGE PLAN -

SOUTH

00 20 40

(FFE = 28.00)

PAVEMENT TO BE REMOVED AND

REPLACED FOR CONNECTION TO

NEW CONCRETE

12" PVC

(TYP)

12" PVC

(TYP)

12" PVC

(TYP)

12" PVC

6" PVC DOWNSPOUT

BOOT CONNECTION

INV EL 25.5 (TYP)

(SEE MEP FOR DETAIL)

1 REVISION 1 09-15-2023

AutoCAD SHX Text 7"

AutoCAD SHX Text 9"

AutoCAD SHX Text 7"

AutoCAD SHX Text 13"

AutoCAD SHX Text 9"

AutoCAD SHX Text 8"

AutoCAD SHX Text 7"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 16"

AutoCAD SHX Text 10"/6"

AutoCAD SHX Text 13"

AutoCAD SHX Text 7"

AutoCAD SHX Text 12"

AutoCAD SHX Text 16"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text 13"

AutoCAD SHX Text 16"

AutoCAD SHX Text 9"

AutoCAD SHX Text 14"

AutoCAD SHX Text 7"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 11"

AutoCAD SHX Text 7"

AutoCAD SHX Text 11"

AutoCAD SHX Text 7"

AutoCAD SHX Text 9"

AutoCAD SHX Text 15"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 9"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 9"

AutoCAD SHX Text 7"

AutoCAD SHX Text 10"

AutoCAD SHX Text 9"

AutoCAD SHX Text 7"

AutoCAD SHX Text 8"

AutoCAD SHX Text 9"

AutoCAD SHX Text 7"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

6" x x x x x x x x x x x x x x x x x x x x x x x

W W W W W W W W W W W W W

W W

BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL x x xxxxxxxxxxxxxxxx x x x x x x x x x x

E E E E

E E

E E E E E

E E E E

G G x x x x x x x x x x x x x

B BB

APPROX LOCATION OF (3)

ELECTRICAL CONDUITS

TYP

EX 18" RCP

EX 24" RCP

4" R

C P

5" R

C P

4" PVC WM (MATCH EX TYPE)

SAND/WATER/OIL

SEPARATOR

(DETAILS A&B/C-413)

RIM ELEVATION = 26.35

8" SAN STUB

IE = 23.86

8" SDR-35 SAN STUB

W/ CAP @ IE = 22.05

CROSSING

TOP 15" RCP = 24.16

BOT 4" PVC = 25.16

BOT 8" PVC = 25.16

SEPARATION = 1.0'

CROSSING

BOT 18" RCP = 22.00

TOP 8" PVC = 21.37

SEPARATION = 0.63'

8" SAN @ .40%

8" DR-18 PVC FIRE

PROTECTION MAIN

IE = 25.00

4" PVC WM

IE = 25.00

REMOVE CAP AND

CONNECT TO EX 8" PVC

FIRE MAIN

REMOVE CAP AND

CONNECT TO EX 4" PVC

WATER MAIN

8" PVC SAN

IE = 23.50

8" PVC SAN

IE = 23.70

G G

G G G G G G G G G G G G G G

G G

SS SS SS SS SS SS SS

SS SS SS

SSMH-4

RIM = 27.56'

8" INV (N) = 21.47'

8" INV (E) = 21.57'

SSMH-3

RIM = 26.70'

8" INV (W) = 21.03'

8" INV (S) = 21.13'

CONNECT TO EX MH:

(E) SSMH-1

RIM = 26.87'

8" INV (N) = 19.63'

EX INV (S) = VERIFY IN FIELD

EX INV (W) = 19.26 (VERIFY IN FIELD)

SSMH-1

RIM = 26.09'

8" INV (S) = 19.81'

8" INV (N) = 19.91'

8" INV (E) = 19.69'

SSMH-2

RIM = 25.68'

8" INV (S) = 20.15'

8" INV (E) = 20.25'

SSCO-1

CLEANOUT

8" INV (S) = 21.97'

8" INV (NW) = 21.97'

SSWYE-1

W/ RESTRAINTS

8" INV (N) = 23.74'

8" INV (SE) = 23.74'

8" INV (S) = 23.74'

SSBEND-3

8" INV (NW) = 23.75'

8" INV (E) = 23.75'

SSWYE-2

WYE W/RESTRAINTS

8" INV (W) = 21.96'

8" INV (E) = 21.96'

8" INV (SE) = 21.96'

C B

SD SD SD SD SD SD SD SD

CB-VMS-5

RIM = 26.89'

15" INV (N) = 22.74'

12" INV (W) = 24.16'

CB-VMS-1

RIM = 26.00'

14" INV (N) = 21.86'

19" INV (W) = 21.86'

15" INV (SE) = 22.17'

12" INV (E) = 23.57'

CB-VMS-4

RIM = 26.50'

15" INV (S) = 22.43'

14" INV (NW) = 22.43'

12" INV (SW) = 24.12'

CB-VMS-7

RIM = 26.00'

15" INV (N) = 22.75'

12" INV (E) = 23.20'

CB-VMS-3

RIM = 26.20'

14" INV (SE) = 22.20'

14" INV (W) = 22.20'

CB-S-3

RIM = 26.24'

15" INV (SW) = 24.30'

12" INV (NW) = 24.20'

(E) CB-VMS-1

RIM = 25.84'

19" INV (E) = 21.55'

15" INV (W) = 21.55'

15" INV (N) = 22.58'

24" INV (S) = 21.55'

CB-VMS-2

RIM = 26.03'

14" INV (E) = 22.06'

14" INV (S) = 22.06'

CB-VMS-6

RIM = 25.80'

15" INV (S) = 22.43'

15" INV (NW) = 22.43'

C B

8" SS DIVERTER VALVE

CONTRACTOR SHALL

SUBMIT SHOP DRAWINGS

TO ENGINEER AND

OWNER FOR APPROVAL

F 8"

S D

R -3

C P

.4 0%

3 LF OF 8" SDR-35 PVC PIPE @ 0.40%

CB-VMS-8

RIM = 26.75'

15" INV (S) = 23.79'

8" INV (W) = 25.02'

8" DR-18 PVC FIRE

PROTECTION MAIN

W/ RESTRAINTS

CROSSING

CONTRACTOR TO PROVIDE

1.0' MIN SEPARATION

CROSSING

CONTRACTOR TO PROVIDE

1.0' MIN SEPARATION

CONTRACTOR TO CORE OPENING

ON WEST SIDE OF MANHOLE AND

GROUT (NON-SHRINK)

CONTRACTOR TO TEST PIT EXISTING GAS

LINE, COORDINATE W/ ENGINEER FOR

APPROVAL AND MATCH CONSTRUCTION

TYPE OF PROPOSED GAS LINE

SSBEND-7-11V

8" INV (S) = 23.34'

8" INV (N) = 23.34'

SSBEND-6-11V

8" INV (S) = 22.13'

8" INV (N) = 22.13'

ELECTRICAL TRANSFORMER

(REFER TO ELECTRICAL

DWGS)

4" x2" TEE

2" 90° BEND

3/4" 90° BEND

2" TEE

2"x3/4"

REDUCER

1 1/2" SPIGOT

FOR FIRE HOSE

2" PVC WM

3/4" PVC WATER

LP GAS, REFER TO

MEP SHEETS FOR

CONNECTION

CROSSING

TOP 8" PVC SAN = 22.83

BOT 4" PVC = 24.64

BOT 8" PVC = 24.64

SEPARATION = 1.8'

3/4" HOSE BIBB

3/4" 90° BEND

FDC, SEE MEP PLANS

FOR DETAILS

2" GV AND BOX

ELECTRICAL CONDUIT

(SEE ELECTRICAL DRAWINGS)

ELECTRICAL CONDUITS

(SEE ELECTRICAL

DRAWINGS)

FIRE ALARM CONDUIT

(SEE ELECTRICAL DRAWINGS)

SSCO-3

8" INV (S) = 24.17'

8" INV (N) = 24.17'

SSCO-2

8" INV (S) = 23.90'

8" INV (N) = 23.90'

SSBEND-5'

8" INV (E) = 24.82'

8" INV (NW) = 24.63'

SSBEND-4

8" INV (SE) = 24.62'

8" INV (N) = 24.62'

45 LF OF 8" SDR-35 PVC PIPE @ 0.40%

61 LF OF 8" SDR-35 PVC PIPE @ 0.40%

196 LF OF 8" SDR-35 PVC PIPE @ 0.40%

F O

F 8"

S D

R -3

C P

.4 0%

7 LF OF 8" PVC PIPE TO TIE IN TO EXISTING

3 LF OF 8" SDR-35 PVC PIPE @ 0.40%

9 LF OF 8" SDR-35 PVC PIPE @ 0.40%

28 LF OF 8" SDR-35 PVC PIPE @ 2.64%

" R C

156 LF OF 14" x 23" CONCRETE ELLIPTICAL CULVERT @ 0.15%

91 LF OF 14" x 23" CONCRETE ELLIPTICAL CULVERT @ 0.15%

" x

3" C

O N

C R

.1 5%

213 LF OF 19" x 30" CONCRETE ELLIPTICAL CULVERT @ 0.15%

129 LF OF 15" RCP @ 0.25%

102 LF OF 15" RCP @ 0.25%

8 L

" R

48 LF OF 8" SDR-35 PVC PIPE @ 0.40%

97 LF OF 8" SDR-35 PVC PIPE @ 0.40%

40 LF OF 8" SDR-35 PVC PIPE @ 0.41%

21 LF OF 8" SDR-35 PVC PIPE @ 0.40%

COMMUNICATION CONDUITS

(SEE MEP SITE TECHNOLOGY PLAN)

COMMUNICATIONS HANDHOLE

SEE MEP SITE TECHNOLOGY

DRAWINGS (TYP)

IRRIGATION

CONTROLLER, SEE

IRRIGATION PLANS

COMMUNICATIONS

HAND HOLE (TYP)

8" SAN STUB

IE = 23.86

8" SAN STUB

IE = 23.86

SSWYE-3'

8" INV (S) = 24.16'

8" INV (N) = 24.16'

4" INV (SE) = 24.16'

SSBEND-8

4" INV (E) = 24.18'

4" INV (NW) = 24.17'

SSWYE-4

8" INV (S) = 23.89'

8" INV (N) = 23.89'

4" INV (SE) = 24.02'

SSBEND-9

4" INV (E) = 24.04'

4" INV (NW) = 24.04'

38 LF OF 8" SDR-35 PVC PIPE @ 0.40%

F O

F 8"

S D

R -3

C P

.4 0%

Mead and Hunt, Inc.

4401 Eastport Parkway Port Orange, FL 32127 phone: 386-761-6810 meadhunt.com FL Cert. #26730

1 2 3 4

5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

11 12 13 14 15 16 17

CONSULTANTS

SEAL AND SIGNATURE

DRAWN BY

DATE

DRAWING TITLE

FL LIC# ___________

FLORIDA NATIONAL GUARD

DEPARTMENT OF MILITARY AFFAIRS

FLAGLER PALM COAST

VEHICLE MAINTENANCE SHOP

DMA PROJECT NUMBER: 120324

100% PERMIT AND CONSTRUCT

JCE

MEAD AND HUNT PROJ NUMBER

3288300-190493.01

09-15-2023

DRAWING NUMBER

JOB NUMBER

CHECKED BY

REVISIONS

H \C

S\ C

-4

N O

.D W

FIRE WATER

WATER LINE

TEE

HYDRANT

GATE VALVE

BLOW OFF

CAP

UTILITY LEGENDSERVICE LATERAL NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING THE INSTALLATION OF

ALL SERVICE LATERALS (SEWER AND WATER) TO COORDINATE ALL VERTICAL

CLEARANCES/CONFLICTS WITH EXISTING AND PROPOSED PIPING, CONDUITS,

AND SOFT UTILITIES (EXISTING AND FUTURE).

EXISTING UTILITIES NOTE:

CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND

DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER OF

ANY DEVIATION FROM THE PLANS PRIOR TO PROCEEDING WITH ANY PROPOSED

CONSTRUCTION.

EXISTING WATER MAIN LOCATIONS ARE BASED UPON PALM COAST READINESS

CENTER FLORIDA ARMY NATIONAL GUARD DRAINAGE PLAN , PREPARED BY

BHIDE & HALL ARCHITECTS, PA, DATED JUNE 13, 2016, REVISED THROUGH 5/30/17.

AS BUILT SURVEY PREPARED BY SLIGER & ASSOCIATES, INC, DATED 6-14-20.

EXISTING SEWER SERVICE LOCATIONS ARE BASED UPON PALM COAST

READINESS CENTER FLORIDA ARMY NATIONAL GUARD DRAINAGE PLAN ,

PREPARED BY BHIDE & HALL ARCHITECTS, PA, DATED JUNE 13, 2016, REVISED

THROUGH 5/30/17. AS BUILT SURVEY PREPARED BY SLIGER & ASSOCIATES, INC,

DATED 6-14-20.

UTILITY NOTES:

1. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

2. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND

WIRING TO SIGNS AND LIGHTING.

3. SEE ARCHITECTURAL/MECHANICAL ENGINEERING PLANS FOR FIRE

PROTECTION DESIGNS AND SPECIFICATIONS.

4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING

IN PROXIMITY OF ALL UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON

PLANS ARE NOT EXACT OR GUARANTEED.

5. SEE ARCHITECTURAL/MECHANICAL ENGINEERING PLANS FOR FOR UTILITY

CONNECTIONS AT BUILDING ENVELOPE.

WATER MAIN

SANITARY SEWER

CLEANOUT - CO

EXISTING PROPOSED

STORM DRAINSD

ELECTRICE

SANITARY SEWERSS

STORMSD

ELECTRIC

STORM INLET

SANITARY MANHOLE

REINFORCED CONCRETE PIPERCP

45° BEND

90° BEND

Know what's below.

before you dig.Call

NOTE TO CONTRACTORS:

BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD

VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND

OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S

RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT

GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE

UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE

FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN

SHOWN ON PLANS.

LP GAS G C-401

UTILITY PLAN

00 20 40

PROPOSED VEHICLE

MAINTENANCE SHOP

FFE = 28.0'

EXISTING

MAINTENANCE SHOP

WYE

FIRE HYDRANT TEST DATA:

ON 06/12/2023, PALM COAST UTILITY COMPANY, PERFORMED A FIRE

HYDRANT FLOW TEST. FLOW WAS MEASURED ON F.H. #SMC-019 @ 210 FIN

WAY. THE STATIC & RESIDUAL PRESSURE WAS RECORDED ON F.H. #H64-038

AND @ 210 FIN WAY. A COPY OF THE TEST REPORT CAN BE PROVIDED UPON

REQUEST.

STATIC PRESSURE (SP) = 72 PSI

RESIDUAL PRESSURE (RP) = 64 PSI

FLOW @ PITOT READING = 1060 GPM @ (F.H. #H64-037)

FLOW @ 20 PSI = 2913 GPM

FOR DRAINAGE

CONTINUATION SEE

SHEET C-105

LIGHT POLE

1 REVISION 1 09-15-2023

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text

TRANS

AutoCAD SHX Text

TRANS

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

TRANS

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

Updated 09-14-2023 Flagler Palm Coast Vehicle Maintenance Facility-RFI Log.pdf

120324 Sheets C-104_C-105_C-401.pdf

Sheets and Views

C-001 COVER SHEET

C-002 CIVIL LEGEND AND ABBREVIATIONS

C-003 GENERAL NOTES

C-004 PROJECT LAYOUT KEY

C-005 SURVEY CONTROL PLAN

C-021 EROSION CONTROL PLAN

C-031 EROSION CONTROL DETAILS

C-032 TREE PROTECTION DETAILS AND NOTES

C-041 EXISTING CONDITIONS

C-051 DEMOLITION PLAN - NORTH

C-052 DEMOLITION PLAN - SOUTH

C-053 DEMOLITION PLAN - POV PARKING

C-100 ATFP PLAN

C-101 SITE IMPROVEMENTS PLAN - NORTH

C-102 SITE IMPROVEMENTS PLAN - SOUTH

C-103 SITE IMPROVEMENTS PLAN - POV PARKING

C-104 GRADING AND DRAINAGE PLAN - NORTH

C-105 GRADING AND DRAINAGE PLAN - SOUTH

C-106 GRADING AND DRAINAGE PLAN - POV PARKING

C-107 STORM DRAIN PROFILES

C-108 STORM DRAIN PROFILES

C-301 TYPICAL SECTIONS

C-311 SITE DETAILS

C-321 PAVEMENT JOINTING PLANS AND DETAILS

C-401 UTILITY PLAN

C-411 UTILITY DETAILS

C-412 UTILITY DETAILS

C-413 UTILITY DETAILS

C-601 SITE FENCING PLAN

C-631 FENCING DETAILS

C-632 FENCING DETAILS

C-633 FENCING DETAILS

File details come from the government source that posted it. Updated Jul 30, 2024.