About this file

This solicitation is for construction services related to replacing underground storage tanks at the James E. Van Zandt VA Medical Center in Altoona, Pennsylvania. Work includes demolishing existing fuel oil storage tanks, concrete, hardware and wiring and installing new fuel oil storage tanks, piping, pumps, monitors, sensors and an automatic tank gauge system. The period of performance is 180 calendar days from receipt of the notice to proceed. The solicitation will be issued as an invitation for bid conducted according to FAR Subpart 14. This project is being solicited as a total small business set-aside for service-disabled veteran-owned small businesses. The NAICS code is 237120 with a $36.5 million size standard. The estimated value is between $500,000 and $1 million. Questions regarding this solicitation must be submitted in writing by email no later than the date specified. Responses will be posted to FedBizOpps. A pre-bid conference will be held at the time and location stated in the solicitation. Offerors must be registered in SAM and verified as a service-disabled veteran-owned small business by the VA Center for Veterans Enterprise at the time of bid submission.

36C24420B0004 503-19-107 DRAWINGS.pdf

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Text version

WELLERT

5136 Beach Road, Medina, Ohio, 44256

Robert W. Wellert, P.E.

330.239.2699

Fax 330.239.0272 robert.wellert@wellert.com

FACILITY:

PROJECT CONTACT LIST

CORPORATION

Consultant / Engineer:

James E. Van Zandt VA Medical Center

THE CODE OF FEDERAL REGULATIONS, TITLE 29 PART 1926 (29 CFR PART 1926) REQUIRES THAT EXCAVATIONS MUST BE SHORED, SLOPED OR BENCHED TO

PROVIDE WORKER SAFETY AND STABILITY OF THE SIDES AND BOTTOMS OF THE EXCAVATIONS.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DESIGNING, CONSTRUCTING AND MAINTAINING STABLE EXCAVATIONS. THE CONTRACTOR'S RESPONSIBLE PERSON, AS DEFINED IN “29 CFR PART 1926” BY THE UNITED STATES DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), SHOULD EVALUATE THE SOIL EXPOSED IN THE EXCAVATIONS AS PART OF THE CONTRACTOR'S SAFETY PROCEDURES. IN NO CASE SHOULD SLOPE HEIGHT, SLOPE INCLINATION, OR EXCAVATION DEPTH, INCLUDING UTILITY TRENCH EXCAVATION DEPTH, EXCEED THOSE SPECIFIED IN LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS. EXCAVATION PERMIT SHALL BE SUBMITTED TO VA AND A/E AND APPROVED PRIOR TO ANY EXCAVATION.

DRAWING LIST

Revision/Date

PROJECT SCOPE OF WORK

EXCAVATIONS AND TRENCHES NOTES

1. CONTRACTOR SHALL TEST ALL SUMPS HYDROSTATICALLY ONCE INSTALLATION IS COMPLETE, SUMP TO MEET FEDERAL

REGULATION, SPECIFICATIONS AND IF ANY UNACCEPTABLE ITEMS ARE FOUND, REPAIR AND RE-TEST.

2. CONTRACTOR SHALL REMOVE ALL WATER AND OR DEBRIS FROM ALL SUMPS.

3. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS AND MAKE THEM AVAILABLE TO

THE COR AS LONG AS CONSTRUCTION IS IN PROGRESS AT THE JOB SITE.

4. DIESEL SYSTEMS DO NOT REQUIRE STAGE II SYSTEMS.

PROJECT NOTES

PROJECT COVER SHEET

BILL OF MATERIAL AND EQUIPMENT TABLES

DESIGN & CONSTRUCTION NOTES

START-UP & CALIBRATION NOTES

TANK INSTALLATION AND PIPING NOTES

EXISTING SITE AND DEMOLITION PLAN

SITE PLAN (2) 25K UST & TEMPORARY AST

GI-01

GI-02

GI-03

GI-04

GI-05

DD-01

DS-01

PETROLEUM SYSTEMS

UNDERGROUND PIPING PLAN (2) 25K UST

UST TANK APRON DETAILS

UST TANK TOP PLAN, ANCHORING PLAN, SECTIONS AND

DETAILS

UST TANK SECTION AND DETAILS

UST PIPING AND MECHANICAL DETAILS

MECHANICAL INSTRUMENTATION EQUIPMENT LAYOUT

MONITORING PANEL SCHEMATIC (VEEDER ROOT)

MP-01

MP-02

MP-03

MP-04

MP-05

MI-01

MI-02

SYMBOL LEGEND

EQUIPMENT NUMBER, SEE DRAWING

GI-02 FOR ADDITIONAL INFORMATION

DETAIL NUMBER

DRAWING NUMBER

DRAWING REVISIONELEVATION/

SECTION NUMBER

DRAWING NUMBER

NOT IN CONTRACT

2907 Pleasant Valley Blvd.

Altoona, PA, 16602-4377

1. THIS PROJECT CONSISTS OF THE FOLLOWING, BUT NOT LIMITED TO:

CIVIL ELECTRICAL MECHANICAL

CONTAINMENT CURB

VEEDER-ROOT PANEL

PUMP CONTROL BOX

TRANSITION SUMP

POWER PANEL BREAKERS

POWER PANEL

N

2. FUEL PRODUCTS: THE FOLLOWING PRODUCTS AND MATERIALS, BUT NOT LIMITED TO, WILL BE FURNISHED/DELIVERED

BY THE CONTRACTOR AND INSTALLED BY CONTRACTOR:

1. NEW DIESEL USTS, ( (2) 25000 GAL. DIESEL)

2. NEW DIESEL UNDERGROUND DW STEEL FLEX PIPING AND SYSTEM.

3. NEW TANK SUMPS .

4. NEW 1 1/2 HP DIESEL SUBMERSIBLE PUMPS (2).

5. NEW VENT PIPING.

6. NEW SUBMERSIBLE PUMP ELECTRICAL CONTROL BOXES.

7. NEW SUCTION PUMPS 1/3 HP, (2 PUMPS)

FOR ALL OTHER SPECIFIC EQUIPMENT REFER TO "BILL OF MATERIAL, DWG "GI-02" AS SHOWN IN THE CONSTRUCTION

DOCUMENTS.

3. THE LATEST ISSUE OF THE FOLLOWING STANDARDS AND CODES SHALL APPLY:

BUILDING CODE 2015 OF PENNSYLVANIA WITH AMENDMENTS

FIRE CODE 2015 OF PENNSYLVANIA

FUEL GAS CODE 2015 OF PENNSYLVANIA

MECHANICAL CODE 2015 OF PENNSYLVANIA

PLUMBING CODE 2015 OF PENNSYLVANIA

NATIONAL ELECTRICAL CODE (NFPA 70) 2014

FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE (NFPA 30) 2012

CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES (NFPA 30A) 2012

UST'S (UNDERGROUND STORAGE TANK)

TANK TOP APRON

DEADMEN / TANK HOLDOWN

MONITORING WELL

TANK LEVEL MONITOR

TANK INTERSTITIAL

CONDUITS

PAN/SUMP SENSORS

TANK SUMPS

SUBMERSIBLE PUMP (CLEANING SYS)

SW FRP PIPE (UNDERGROUND VENT)

BOLLARDS

N

N

N

N

E

N

N

N

N

N

NA

N

N

N

N

N

PROJECT SUMMARY CONSISTS OF THE FOLLOWING:

A). REMOVE THE EXISTING (2) 20,000 GAL DW STEEL UST'S, TANK SUMPS, PRODUCT AND VENT PIPING, CONCRETE HOLD DOWN

AND TANK TOP SLABS, AND MISCELLANEOUS PUMPS AND INTERIOR PIPING AS SHOWN.

B). THE INSTALLATION OF TWO NEW DW FRP 25,000 GAL UST'S, DW FRP TANK SUMPS, DW TRANSITION SUMP, DW STEEL FLEX

PRODUCT PIPING, SW FRP VENT PIPING, NEW TANK RISERS AND CAPS, NEW MONITORING PANEL VEEDER ROOT TLS-450, NEW

SUMPS, AND TANKS SENSORS, NEW TANK LEVEL MONITORS, TANK HOLD DOWN EQUIPMENT, NEW TANK CLEANING

/RECIRCULATION SYSTEM, NEW GENERATOR SUPPLY PUMPS (2) AND NEW CONNECTION OF PRODUCT PIPING WITHIN THE

EXISTING BUILDING, NEW CONDUITS FOR PUMP POWER AND ALL MONITORING EQUIPMENT FOR THE NEW UST'S. TANKS, SUMPS, PIPING AND ENTRY FITTINGS TO ALL HAVE 30 YEAR WARRANTIES.

N

N

N

THE FOLLOWING DOCUMENTS, AT A MINIMUM, ARE TO BE TURNED OVER TO THE OWNERS CONSTRUCTION

MANAGER AT PUNCH LIST:

1. COPY OF SIGNED CHECK LIST PROVIDED BY UST TRANSPORTER.

2. COPY OF SIGNED INSTALLATION CHECK LIST PROVIDED IN UST MANUFACTURER, UST INSTALLATION MANUAL.

3. COMPLETED UST PROFILE FORM.

4. COMPLETED COPY OF VEEDER-ROOT MONITORING SYSTEMS WARRANTY REGISTRATION AND CHECK OUT

FORM.

5. VEEDER-ROOT OPERATOR'S QUICK HELP GUIDE.

6. ONE YEAR WARRANTY LETTER FOR INSTALLATION AND 30 YEAR MATERIAL WARRANTIES ON MAIN

EQUIPMENT, PIPING AND TANKAGE.

7. SUBCONTRACTOR'S LIST.

8. SUMMARY OF TEST RESULTS SIGNED BY BOTH CONTRACTOR, TANK INSTALLER AND TESTING FIRM.

9. EXECUTED CERTIFICATE OF OCCUPANCY.

10. COPY OF TANK / PIPING TIGHTNESS TESTS. PRODUCT AND VENTS, PRIMARY AND SECONDARY TESTS & UST

REGISTRATION FORMS.

11. COMPLETED PUNCH LIST SIGNED BY CONSTRUCTION MANAGER.

12. A WORKING COPY OF THIS DRAWING SET IS TO BE KEPT ON SITE DURING THE ENTIRE

CONSTRUCTION PHASE OF THE PROJECT. THIS WORKING SET IS TO BE USED TO RECORD, IN THE FORM

OF RED LINE MARK UPS, ANY CHANGES OR MODIFICATIONS TO THE PROJECT THAT HAVE OCCURRED

DURING CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THIS "RECORD SET" IS TO BE

DELIVERED TO THE COR, 14 DAYS PRIOR TO PRE-TANK INSPECTION.

13. RECORD PHOTOGRAPHS OF ALL MILE STONE EVENTS INCLUDING, BUT NOT LIMITED TO, THE

FOLLOWING ITEMS: TANK REMOVAL, INSTALLATION OF CONDUITS, EACH SUMP INSTALLATION, PIPING

INSTALLATION, PUMP INSTALLATION, ETC . PHOTOGRAPHS OF EACH MILE STONE EVENT ARE TO BE

IMMEDIATELY DELIVERED TO THE FIELD CONSTRUCTION MANAGER OR OWNERS REPRESENTATIVE.

UPON COMPLETION OF THE PROJECT, THIS "RECORD SET" OF PHOTOGRAPHS OF EACH SUMP TANK

AND TRANSITIONAL, INSTALLATION ARE COMPLETE. THESE ARE TO BE DELIVERED TO THE FIELD

CONSTRUCTION MANAGER OR OWNERS REPRESENTATIVE IN DIGITAL FORMAT OR ON A CD.

CLOSE-OUT DOCUMENTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i l e

P a t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

Wellert Corporation

GI-01

PENNSYLVANIA

CALL BEFORE YOU DIG !

Underground Service Alert www.paonecall.org

1-800-242-1776

SUCTION PUMP (GENERATOR SYS)

DW STEEL PIPE (PRODUCT)

SW STEEL PIPE (ABOVE GRADE VENT) N

ENGINEERS

420 Allegheny Street

Hollidaysburg, PA, 16648

Benjamin Piper, P.E.

814.696.7430 bpiper@keller-engineers.com

KELLER

CONSULTING GROUP

5809 N Andrews Way

Fort Lauderdale, FL, 33309

Paul Conner

954.202.9226 paul.conner@tierraconsulting.com

TIERRA

U.S. DEPARTMENT OF VETERANS AFFAIRS

EROSION AND SEDIMENTATION CONTROL PLAN

EROSION AND SEDIMENTATION CONTROL NOTES

CG-01

CG-02

James E. Van Zandt VA Medical Center

2907 Pleasant Valley Blvd.

Altoona, Blair county, PA, 16602-4377

U.S. DEPARTMENT OF VETERANS AFFAIRS

Architect Engineering Services for

Replace Underground Storage

Tanks: Project # 503-19-107

TWO 25,000 GAL DIESEL

UNDERGROUND STORAGE

TANKS (UST's), LINE AND SUMP

REPLACEMENT , AND

MONITORING SYSTEM

UPGRADE

(-)02/28/20-100% BID DOCUMENTS

THE FOLLOWING ADDITIONAL UST REQUIREMENTS SHALL BE MET AND FULLY ACCEPTED

PRIOR TO THE OWNER TAKING RESPONSIBLE FOR THESE NEW FUEL STORAGE SYSTEMS:

1. THE ENTIRE UST SYSTEMS SHALL BE "PRODUCT TIGHT" (IMPERVIOUS TO THE LIQUID AND

VAPOR OF THE SUBSTANCE CONTAINED WITHIN THE SYSTEM).

2. EACH UST SYSTEM MUST BE TESTED AFTER INSTALLATION, AND BEFORE BEING PLACED

INTO USE, USING AN APPROVED TEST METHOD.

TESTING AND SYSTEM REQUIREMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

(-)02/28/20-100% BID DOCUMENTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

Wellert Corporation

GI-02

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

GI-03

é ò ò ò ñ ò ò

Ó

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

GI-04

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

GI-05

B

I

O

R

E

T

E

N

T

I

O

N

M

M

M

M

M

M

M

M

H

C

H

C

H

C

S t h

T

R

E

E

T

P

L

E

A

S

A

N

V

A

L

L

E

Y

O

U

L

E

V

A

R

D

L

U

U

P

L

E

A

S

A

N

V

L

L

U

L

E

V

A

L

U

U

R

E

E

T

F

A

I

R

W

I

V

E

F

A

I

R

W

I

V

E

C

A

Y

U

G

A

C

I

R

C

L

E

DD-01

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

Wellert Corporation

EXISTING SITE AND DEMOLITION

PLAN

DEMOLITION:

1. INFORMATION ON EXISTING UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY COMPANY AND MUNICIPAL

RECORD MAPS AND FIELD SURVEY AND IS NOT GUARANTEED ACCURATE OR COMPLETE. UTILITIES ARE SHOWN TO ALERT THE CONTRACTOR

TO THEIR PRESENCE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL

UTILITIES INCLUDING SERVICES PRIOR TO DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL CONTACT UNDERGROUND ALERT

SERVICES AT 1-800-242-1776 TWO (2) WORKING DAYS BEFORE COMMENCEMENT AND VERIFY ALL UTILITY LOCATIONS .

2. ALL EXISTING ITEMS DESIGNATED TO BE REMOVED INCLUDING: CURB, CONCRETE, ASPHALT AND EXCESS SOIL SHALL BE DISPOSED OF BY THE

CONTRACTOR OFF-SITE. THE CONTRACTOR SHALL PROVIDE A COST IN HIS BID TO DISPOSE OF THESE MATERIALS AT AN AUTHORIZED

DISPOSAL FACILITY.

3. DEMOLITION DEBRIS IS TO BE REMOVED FROM SITE AND PROPERLY DISPOSED OF IN A TIMELY MANNER. ACCUMULATION OF DEMOLITION

DEBRIS ON SITE MUST BE REMOVED WEEKLY, OR MORE FREQUENTLY AS NEEDED FOR CONSTRUCTION SPACE IS LIMITED.

4. THE CONTRACTOR SHALL RESTORE ALL ITEMS THAT ARE TO REMAIN SUCH AS UTILITY STRUCTURES, PIPE, PAVEMENT, CURBS, SIDEWALKS OR

LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE LOCAL

AGENCIES, STATE AND THE OWNER.

5. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL CITY, STATE AND LOCAL ORDINANCES.

6. WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN

ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT.

7. ALL ITEMS NOTED TO BE REMOVED SHALL BE DONE SO AS PART OF THE CONTRACT FOR GENERAL CONSTRUCTION.

8. FOR ALL ITEMS TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT NECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, OLD PIPE, ETC.

9. BACKFILL FOR ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK IS TO MEET THE REQUIREMENTS FOR FILL OUTLINED IN THE

CONSTRUCTION DOCUMENTS.

10. LIMITS OF REMOVAL SHOWN ON DEMOLITION PLAN ARE APPROXIMATE ONLY. ACTUAL QUANTITIES MAY VARY DUE TO CONSTRUCTION

ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION, REMOVAL AND RESTORATION WORK NECESSARY TO PERMIT

CONSTRUCTION OF THE PROPOSED PROJECT.

11. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE TEMPORARY CONSTRUCTION / SECURITY FENCE IN THE FIELD WITH THE

LOCAL UTILITY COMPANIES, AUTHORITIES, AND COR.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION AND SHALL

INSTALL TRAFFIC CONTROL DEVICES, SIGNAGE, AND UTILIZE FLAG MEN AS NECESSARY, TRAFFIC CONTROL DEVICES SHALL BE IN

ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. TRAFFIC MAINTENANCE SHALL BE PROVIDED FOR ALL PUBLIC ROADWAYS

THROUGHOUT THE DEMOLITION AND CONSTRUCTION PROJECT.

R

E

E

T

DS-01

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

MP-01

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

Wellert Corporation

MP-02

CONCRETE PAVEMENT DESIGN THICKNESS

PAVEMENT MATERIALS DESIGN THICKNESS

A - CONCRETE PAVEMENT

(SEE NOTES THIS SHEET)

8.0 INCHES HEAVY DUTY (TRUCK) AREAS

8.0 INCHES DRIVE ENTRANCES/EXITS

6.0 INCHES STANDARD YARD PAVING

(WHERE INDICATED)

B- AGGREGATE BASE COURSE (ODOT #304)

6.0 INCHES HEAVY DUTY (TRUCK) AREAS

6.0 INCHES DRIVE ENTRANCES/EXITS

6.0 INCHES STANDARD PAVING

C - NOT REQUIRED

D - SOIL COMPACTED PER SPECIFICATION

TABLE 2.0 CONTROL JOINT SPACING - UNREINFORCED CONCRETE

CONTROL JOINT SPACING MAX. (FEET) CONCRETE THICKNESS (INCHES) SAW CUT MINIMUM (INCHES)

8.0 4 x 1

10.0 5 x 1

12.0 6 x D/4*

14.0 7 x D/4*

16.0 8 x D/4*

18.0 9 x D/4*

20.0 10 x D/4*

JOINTS ARE TO BE CUT TO PROVIDE SQUARE SECTIONS AS MUCH AS POSSIBLE. MAXIMUM PANEL LENGTH TO WIDTH RATIO IS 1.50.

*D = CONCRETE THICKNESS

TABLE 1.0 CONCRETE JOINTS - DOWEL REQUIREMENTS

SLAB THICKNESS

(IN.)

DOWEL

DIAMETER (IN.)

MIN. DOWEL

EMBEDMENT EACH

SIDE (IN.)

MIN. DOWEL

LENGTH (IN.)

DOWEL SPACING

ON-CENTERS (IN.)

6.0

6 14 12

7.0 1 8 18 12

8.0 1

8 18 12

Ó 9.0 1

8 18 12

ALL DOWELS ARE TO BE EPOXY-COATED AND COVERED WITH BOND BREAKER

DOWELS ARE NOT REQUIRED IN PAVEMENT DEPTHS < 6.0".

FLEXIBLE PAVEMENT DESIGN THICKNESS

PAVEMENT MATERIALS STANDARD DUTY

HEAVY DUTY

(TRUCKS)

A- SURFACE COURSE (ODOT #448 TYPE 1)

1.5 INCHES 2.0 INCHES

B- INTERMEDIATE COURSE (ODOT #448 TYPE 2)

3.0 INCHES 3.0 INCHES

C- BITUMINOUS BASE COURSE (ODOT #301)

-- 3.0 INCHES

D- AGGREGATE BASE COURSE (ODOT #304)

8.0 INCHES 8.0 INCHES

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

MP-03

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

MP-04

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

MP-05

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

MI-01

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F i t h

P

M

100% BID DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N Andrews Way Fort Lauderdale, FL, 33309 954.202.9226 paul.conner@tierraconsulting.com

Replace Underground Storage

Tanks

503-19-107

#3 Project Director

02/28/2020 RLW JHGRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

MI-02

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N ANDREWS WAY

FORT LAUDERDALE, FL 33309

(954) 202-9226 paul.conner@tierraconsulting.com

2907 Pleasant Valley Blvd, Altoona, PA, 16602

NA

Project Director

12/18/2019 BES BSPRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

Wellert Corporation

CG-01

EROSION AND SEDIMENTATION

CONTROL PLAN

CIVIL · STRUCTURAL · SURVEY

420 Allegheny Street

Hollidaysburg, PA 16648

P:(814) 696-7430 www.keller-engineers.com

100% BID DOCUMENTS

Replace Underground Storage Tanks

503-19-107

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% BID DOCUMENTSOffice 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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TIERRA CONSULTING GROUP

5809 N ANDREWS WAY

FORT LAUDERDALE, FL 33309

(954) 202-9226 paul.conner@tierraconsulting.com

Replace Underground Storage Tanks

2907 Pleasant Valley Blvd, Altoona, PA, 16602

503-19-107

NA

Project Director

12/18/2019 BES BSPRevisions: Date:

5136 Beach Road Medina, Ohio 44256

Engineers Planners Surveyors t: 330.239.2699 f:330.239.0272

Wellert Corporation

CG-02

EROSION AND SEDIMENTATION

CONTROL NOTES

CIVIL · STRUCTURAL · SURVEY

420 Allegheny Street

Hollidaysburg, PA 16648

P:(814) 696-7430 www.keller-engineers.com

01-STAMPED-19-709-ALTOONA-PA-GI-01-BID
02-STAMPED-19-709-ALTOONA-PA-GI-02-BID
03-STAMPED-19-709-ALTOONA-PA-GI-03-BID
04-STAMPED-19-709-ALTOONA-PA-GI-04-BID
05-STAMPED-19-709-ALTOONA-PA-GI-05-BID
06-STAMPED-19-709-ALTOONA-PA-DD-01-BID
07-STAMPED-19-709-ALTOONA-PA-DS-01-BID
08-STAMPED-19-709-ALTOONA-PA-MP-01-BID
09-STAMPED-19-709-ALTOONA-PA-MP-02-BID
10-STAMPED-19-709-ALTOONA-PA-MP-03-BID
11-STAMPED-19-709-ALTOONA-PA-MP-04-BID
12-STAMPED-19-709-ALTOONA-PA-MP-05-BID
13-STAMPED-19-709-ALTOONA-PA-MI-01-BID
14-STAMPED-19-709-ALTOONA-PA-MI-02-BID
15 E&S
16 E&S NOTES

File details come from the government source that posted it. Updated .