Attachment 2 Combined Drawing Gate 06.26.2023.pdf

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

AIR NATIONAL GUARD

RICKENBACKER AIR NATIONAL GUARD BASE

OUTBOUND GATE REWORK

NLZG222005

VOLUME 1

NOT APPLICABLE

NOT APPLICABLE

JUNE 2023

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SHEET INDEX

SHEET NUMBER SHEET NAME

G-001 COVER SHEET

C-101 DEMOLITION PLAN

C-102 CONSTRUCTION PLAN

C501 DETAIL PAGE

ES-101 ELECTRICAL PLAN

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SHEET KEYNOTES

1. REMOVE EXISTING ARM OPERATOR AND TURN OVER TO GOVERNMENT.

2. SAW CUT ROAD TO EXISTING ARM OPERATOR. EXCAVATE TO ALLOW FOR

NEW BASE COURSE AND CONCRETE.

1. VERIFY EXISTING CONDITIONS. COORDINATE THE EXTENT OF DEMOLITION

WORK AND EXISTING WORK TO REMAIN, WITH NEW WORK.

2. SUBMISSION OF A PROPOSAL BY A CONTRACTOR SHALL BE CONSIDERED

EVIDENCE THAT THE CONTRACTOR HAS EXAMINED THE STATEMENT OF

WORK AND IS SATISFIED AS TO THE NATURE AND LOCATION OF THE WORK

AND ALL MATTERS, WHICH CAN IN ANY WAY AFFECT THE WORK OR THE

COST OF THE WORK UNDER THE PROPOSAL. ANY FAILURE OF THE

CONTRACTOR TO BECOME ACQUAINTED WITH ALL AVAILABLE INFORMATION,

INCLUDING A PHYSICAL SURVEY OF THE SITE FOR THE PROPOSED WORK

WILL NOT RELIEVE THE CONTRACTOR FROM SUCCESSFULLY FULFILLING ALL

WORK THAT IS REQUIRED FOR A COMPLETE AND ACCEPTABLE JOB.

3. THE CONTRACTOR SHALL REMOVE ANY DIRT, DEBRIS, CONSTRUCTION

WASTE THAT COLLECTS DURING CONSTRUCTION ON THE TRAVELED

ROADWAYS OR EXISTING PEDESTRIAN FACILITIES ON THE BASE AS

DIRECTED BY THE BASE CIVIL ENGINEER.

4. THE CONTRACTOR SHALL COORDINATE WITH THE BASE CIVIL ENGINEER

APPROPRIATE LOCATIONS FOR OVERNIGHT STORAGE/ STAGING OF

CONSTRUCTION EQUIPMENT.

5. HAZMAT SHALL NOT BE STORED ON BASE UNLESS WITH WRITTEN

PERMISSION FROM CONTRACTING OFFICER AND HMP. WHEN HAZARDOUS

MATERIAL (HM) IS TO BE STORED FOR USE ON RICKENBACKER ANGB, THE

CONTRACTOR SHALL ESTABLISH A HAZARDOUS MATERIAL STORAGE AND

DISTRIBUTION SYSTEM THAT COMPLIES WITH ALL FEDERAL, STATE, AND

LOCAL ENVIRONMENTAL REGULATIONS.

6. THE CONTRACTOR SHALL REGISTER THROUGH THE CONTRACTING OFFICER

WITH THE BASE HAZARDOUS MATERIAL PHARMACY (HMP) PRIOR TO START

OF WORK.

THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER FOR

APPROVAL THE FOLLOWING FOR ALL HM, AS DEFINED BY FEDERAL

STANDARD 313 TABLE I AND TABLE II, TO BE USED IN THE ACCOMPLISHMENT

OF THE WORK / SERVICE TO BE PROVIDED TO THE GOVERNMENT.

7. CONTRACTOR SHALL SUPPLY ALL NECESSARY EQUIPMENT AND MAN-HOURS

TO ACCOMPLISH THIS JOB IN A SAFE AND SECURE MANNER. ALL

PERSONNEL PROTECTIVE EQUIPMENT SHALL BE WORN TO ACCOMPLISH

THIS JOB.

8. TO BE TURNED IN UPON COMPLETION OF WORK. CONTRACTOR WILL FILL

OUT A SOLID WASTE DISPOSAL SPREADSHEET, WHICH TRACKS

CONSTRUCTION DEBRIS THAT FOES TO DUMP SITES OT THAT IS RECYCLED.

THE INTENT IS TO CAPTURE QUANTITIES AND COST.

9. CONTRACTOR SHALL FOLLOW PROCEDURES OUTLINED IN UFC 3-270-01 O&M

MANUAL: ASPHALT AND CONCRETE PAVEMENT MAINTENANCE AND REPAIR,

WHICH CAN BE DOWN LOADED AT

https://www.wbdg.org/FFC/DOD/UFC/ufc_3_270_01_2018_c1.pdf

10. CONTRACTOR SHALL BE RESPONSIBLE FOR SILT FENCE TO PROTECT

WETLANDS

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO

AGRICULTURE AND FACILITIES

GENERAL SHEET NOTES

SCALE: 3/32"=1'-0"

CIVIL DEMOLITION PLAN

B1

PLAN

NORTH

0 8' 32'16'

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CIVIL KEYNOTES

1. 3.5 O.D. GALVANIZED SCHEDULE 40 PIPE AT 48 " ABOVE ROAD FOR WARNING

SIGNS WITH PERMIT SLEEVES IN ROAD WAY TO ACCOMMODATE PIPE

2. DISCONNECT AND REMOVE GATE OPENER AND CONCRETE PEDESTAL TO

FACILITATE SUBBASE REPAIRS. STORE GATE OPENER AND PEDESTAL FOR

REUSE AND REINSTALLATION BY CONTRACTOR. EXCAVATE EXISTING

SUBGRADE TO FACILITATE PLACEMENT OF 4” OF CRUSHED AGGREGATE

BASE COURSE AND GATE OPENER/PEDESTAL AT PROPER HEIGHT AND

LEVEL. COMPACT EXISTING SUBGRADE AND PLACE 4” OF CRUSHED

AGGREGATE BASE COURSE. REINSTALL GATE OPENER AND CONCRETE

PEDESTAL.

3. ONCE CONCRETE HAS CURED CUT 2" DEEP BY 1" WIDE OUT OF EXISTING

ROAD WAY BETWEEN OLD ASPHALT AND NEW CONCRETE ON BOTH SIDES.

FILL SAWED JOINT WITH HOT APPLIED ASPHALT.

1. VERIFY EXISTING CONDITIONS. COORDINATE THE EXTENT OF DEMOLITION

WORK AND EXISTING WORK TO REMAIN, WITH NEW WORK.

2. SUBMISSION OF A PROPOSAL BY A CONTRACTOR SHALL BE CONSIDERED

EVIDENCE THAT THE CONTRACTOR HAS EXAMINED THE STATEMENT OF

WORK AND IS SATISFIED AS TO THE NATURE AND LOCATION OF THE WORK

AND ALL MATTERS, WHICH CAN IN ANY WAY AFFECT THE WORK OR THE

COST OF THE WORK UNDER THE PROPOSAL. ANY FAILURE OF THE

CONTRACTOR TO BECOME ACQUAINTED WITH ALL AVAILABLE INFORMATION,

INCLUDING A PHYSICAL SURVEY OF THE SITE FOR THE PROPOSED WORK

WILL NOT RELIEVE THE CONTRACTOR FROM SUCCESSFULLY FULFILLING ALL

WORK THAT IS REQUIRED FOR A COMPLETE AND ACCEPTABLE JOB.

3. THE CONTRACTOR SHALL REMOVE ANY DIRT, DEBRIS, CONSTRUCTION

WASTE THAT COLLECTS DURING CONSTRUCTION ON THE TRAVELED

ROADWAYS OR EXISTING PEDESTRIAN FACILITIES ON THE BASE AS

DIRECTED BY THE BASE CIVIL ENGINEER.

4. THE CONTRACTOR SHALL COORDINATE WITH THE BASE CIVIL ENGINEER

APPROPRIATE LOCATIONS FOR OVERNIGHT STORAGE/ STAGING OF

CONSTRUCTION EQUIPMENT.

5. HAZMAT SHALL NOT BE STORED ON BASE UNLESS WITH WRITTEN

PERMISSION FROM CONTRACTING OFFICER AND HMP. WHEN HAZARDOUS

MATERIAL (HM) IS TO BE STORED FOR USE ON RICKENBACKER ANGB, THE

CONTRACTOR SHALL ESTABLISH A HAZARDOUS MATERIAL STORAGE AND

DISTRIBUTION SYSTEM THAT COMPLIES WITH ALL FEDERAL, STATE, AND

LOCAL ENVIRONMENTAL REGULATIONS.

6. THE CONTRACTOR SHALL REGISTER THROUGH THE CONTRACTING OFFICER

WITH THE BASE HAZARDOUS MATERIAL PHARMACY (HMP) PRIOR TO START

OF WORK.

THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER FOR

APPROVAL THE FOLLOWING FOR ALL HM, AS DEFINED BY FEDERAL

STANDARD 313 TABLE I AND TABLE II, TO BE USED IN THE ACCOMPLISHMENT

OF THE WORK / SERVICE TO BE PROVIDED TO THE GOVERNMENT.

7. CONTRACTOR SHALL SUPPLY ALL NECESSARY EQUIPMENT AND MAN-HOURS

TO ACCOMPLISH THIS JOB IN A SAFE AND SECURE MANNER. ALL

PERSONNEL PROTECTIVE EQUIPMENT SHALL BE WORN TO ACCOMPLISH

THIS JOB.

8. TO BE TURNED IN UPON COMPLETION OF WORK. CONTRACTOR WILL FILL

OUT A SOLID WASTE DISPOSAL SPREADSHEET, WHICH TRACKS

CONSTRUCTION DEBRIS THAT FOES TO DUMP SITES OT THAT IS RECYCLED.

THE INTENT IS TO CAPTURE QUANTITIES AND COST.

9. CONTRACTOR SHALL FOLLOW PROCEDURES OUTLINED IN UFC 3-270-01 O&M

MANUAL: ASPHALT AND CONCRETE PAVEMENT MAINTENANCE AND REPAIR,

WHICH CAN BE DOWN LOADED AT

https://www.wbdg.org/FFC/DOD/UFC/ufc_3_270_01_2018_c1.pdf

10. CONTRACTOR SHALL BE RESPONSIBLE FOR SILT FENCE TO PROTECT

WETLANDS

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO

AGRICULTURE AND FACILITIES

GENERAL CIVIL NOTES

SCALE: 3/32"=1' 0"

CIVIL SITE PLAN

B1

0 8' 32'16'

PLAN

NORTH

COMPACTED SUBGRADE

AGGREGATE BASE

AGGREGATE

BASE

CONSTRUCTION JOINT

BETWEEN CONCRETE PAVEMENT AND CURB AND GUTTER

12"

12"

12"

8" CONCRETE

PAVEMENT 4000 PSI

8" CRUSHED AGGREGATE

BASE COURSE

8" COMPACTED

SUBGRADE

REINFORCEMENT - W4xW4 - 4X4

2” CLEAR COVER MEASURED FROM TOP OF CONCRETE

6” OVERLAP

1/2"

1/2" DIA

BACKER

MATERIAL

1/2" SEALANT

DEPTH

1/4" BEVEL BY

SAWCUTTING

PAVEMENT

SURFACE

(2) PLY'S OF 1/4"

COMPRESSION

BOARD

SCALE: NOT TO SCALE

DETAIL

J13

CONTRACTION JOINT

SCALE: NOT TO SCALE

DETAIL

M13

CONCRETE

ASPHALTE

HOT APPLIED ASPHALT

0'-1"

C-501

J13

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SCALE:NOT TO SCALE

DETAIL

F13

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DETAIL

B12

SCALE: NOT TO SCALE

CIVIL DETAIL DRAWING

B1

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ELECTRICAL KEYNOTES

1. USING EXITING CONDUIT FROM GATE OPENER RUN MINIMUM 3/4" PVC

CONDUIT STUBBED UP IN BOTH SLEEVES FOR POWER TO WARNING

SIGNS.USING #12 WIRE RUN NEW CIRCUIT WITH 20 AMP BREAKER TO LIGHTS

1. VERIFY EXISTING CONDITIONS. COORDINATE THE EXTENT OF DEMOLITION

WORK AND EXISTING WORK TO REMAIN, WITH NEW WORK.

2. SUBMISSION OF A PROPOSAL BY A CONTRACTOR SHALL BE CONSIDERED

EVIDENCE THAT THE CONTRACTOR HAS EXAMINED THE STATEMENT OF

WORK AND IS SATISFIED AS TO THE NATURE AND LOCATION OF THE WORK

AND ALL MATTERS, WHICH CAN IN ANY WAY AFFECT THE WORK OR THE

COST OF THE WORK UNDER THE PROPOSAL. ANY FAILURE OF THE

CONTRACTOR TO BECOME ACQUAINTED WITH ALL AVAILABLE INFORMATION,

INCLUDING A PHYSICAL SURVEY OF THE SITE FOR THE PROPOSED WORK

WILL NOT RELIEVE THE CONTRACTOR FROM SUCCESSFULLY FULFILLING ALL

WORK THAT IS REQUIRED FOR A COMPLETE AND ACCEPTABLE JOB.

3. THE CONTRACTOR SHALL REMOVE ANY DIRT, DEBRIS, CONSTRUCTION

WASTE THAT COLLECTS DURING CONSTRUCTION ON THE TRAVELED

ROADWAYS OR EXISTING PEDESTRIAN FACILITIES ON THE BASE AS

DIRECTED BY THE BASE CIVIL ENGINEER.

4. THE CONTRACTOR SHALL COORDINATE WITH THE BASE CIVIL ENGINEER

APPROPRIATE LOCATIONS FOR OVERNIGHT STORAGE/ STAGING OF

CONSTRUCTION EQUIPMENT.

5. HAZMAT SHALL NOT BE STORED ON BASE UNLESS WITH WRITTEN

PERMISSION FROM CONTRACTING OFFICER AND HMP. WHEN HAZARDOUS

MATERIAL (HM) IS TO BE STORED FOR USE ON RICKENBACKER ANGB, THE

CONTRACTOR SHALL ESTABLISH A HAZARDOUS MATERIAL STORAGE AND

DISTRIBUTION SYSTEM THAT COMPLIES WITH ALL FEDERAL, STATE, AND

LOCAL ENVIRONMENTAL REGULATIONS.

6. THE CONTRACTOR SHALL REGISTER THROUGH THE CONTRACTING OFFICER

WITH THE BASE HAZARDOUS MATERIAL PHARMACY (HMP) PRIOR TO START

OF WORK.

THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER FOR

APPROVAL THE FOLLOWING FOR ALL HM, AS DEFINED BY FEDERAL

STANDARD 313 TABLE I AND TABLE II, TO BE USED IN THE ACCOMPLISHMENT

OF THE WORK / SERVICE TO BE PROVIDED TO THE GOVERNMENT.

7. CONTRACTOR SHALL SUPPLY ALL NECESSARY EQUIPMENT AND MAN-HOURS

TO ACCOMPLISH THIS JOB IN A SAFE AND SECURE MANNER. ALL

PERSONNEL PROTECTIVE EQUIPMENT SHALL BE WORN TO ACCOMPLISH

THIS JOB.

8. TO BE TURNED IN UPON COMPLETION OF WORK. CONTRACTOR WILL FILL

OUT A SOLID WASTE DISPOSAL SPREADSHEET, WHICH TRACKS

CONSTRUCTION DEBRIS THAT FOES TO DUMP SITES OT THAT IS RECYCLED.

THE INTENT IS TO CAPTURE QUANTITIES AND COST.

9. CONTRACTOR SHALL FOLLOW PROCEDURES OUTLINED IN UFC 3-270-01 O&M

MANUAL: ASPHALT AND CONCRETE PAVEMENT MAINTENANCE AND REPAIR,

WHICH CAN BE DOWN LOADED AT

https://www.wbdg.org/FFC/DOD/UFC/ufc_3_270_01_2018_c1.pdf

10. CONTRACTOR SHALL BE RESPONSIBLE FOR SILT FENCE TO PROTECT

WETLANDS

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO

AGRICULTURE AND FACILITIES

GENERAL ARCHITECTURAL NOTES

SCALE:

CIVIL ELECTRICAL SITE PLAN

B2