ATTACHMENT 2 Front Gate Pavement and Striping Plans R1.pdf

PLANE PAVEMENT 1 1/2"

EXISTING ASPHALT 3" to 4" DEPTH

(VARIES)

EXISTING CONCRETE BASE

(DEPTH VARIES)

L1

ASPHALT MILLING DETAIL

TACK COAT

441 ASPHALT SURFACE COURSE

CIVIL KEYNOTES

1. RADIUS AREA TO BE WORKED WITH SUITABLE TOPSOIL MATERIALS,

SEEDED, AND FERTILIZED IN ACCORDANCE WITH CM&S 203, CM&S 653 AND

CM&S 659

E9

SHOULDER REPAIR DETAIL

2ND STREET

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NTS

CIVIL DETAILS

B1

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE

CONDITIONS. COORDINATE THE EXTENT OF DEMOLITION WORK AND

EXISTING WORK TO REMAIN, WITH NEW WORK.

2. EXISTING PLANS ARE BASED ON COPIES OF ARCHIVE DRAWINGS. ACTUAL

EXISTING PAVEMENT MARKINGS MAY VARY. REPORT DISCREPANCIES,

CONFLICTS OR UNEXPECTED CONDITIONS TO THE CONTRACTING OFFICER.

3. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED BY THE CONTRACTOR AND PLACED

AT ANY DRAINMAGE FEATURE INSIDE THE CONSTRUCTION ZONE..

4. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH WITH

EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED OTHERWISE.

5. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES OR

DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES, AND

DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR

SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO

STARTING CONSTRUCTION.

7. PAVEMENT MARKING S, INCLUDING ANY STANDARD HANDICAP SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON

PAVEMENT AT LOCATIONS SHOWN.

8. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT WILL

REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK

WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH NEW AT

THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE PRECAUTIONS TO

AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

9. REMOVAL OF ANY BARRIERS, SWING ARMS, OR FORCE PROTECTION

DEVICES MUST BE COORDINATED WITH THE KO/COR PRIOR TO REMOVAL

DUE TO FORCE PROTECTION REQUIREMENTS

10. GATE WILL REMAIN ACTIVE DURING CONSTRUCTION OPERATIONS,

CONTRACTOR MUST PHASE WORK TO MAINTAIN TRAFFIC FOLLOW AND

CENTER-LANES AND CONTRACTOR LANE CANNOT BE CLOSED AT THE SAME

TIME. ANY LANE CLOSURES MUST BE COORDINATED WITH KO/COR BEFORE

CLOSING LANES

GENERAL CIVIL NOTES

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CODED NOTES

1 JERSEY BARRIERS-REUSE AND RELOCATE BY CONTRACTOR.

2 PLATE MOUNTED FIXED BOLLARDS 4.5' ON CENTER. SECOND

BOLLARD FROM THE NORTH IS IN LINE WITH NORTH EDGE OF

MAIN DOOR. SEE SOW SECTION 2.03 B

3 FIXED BOLLARDS 4' ON CENTER. SEE SOW SECTION 2.03 B

5 NEW LOCATION FOR EXISTING DROP ARM. SEE SHEET 8

6 SWING GATES K4 RATED. BOTH WITH A 20' OPENING. PLACE

DIRECT ON ASPHALT AND SOIL. SEE SOW SECTION 2.03 C

7 PARKING BLOCK SEE SOW SECTION 2.03 E

8 VISITOR PARKING SIGN WITH CONCRETE BASE SEE SOW

SECTION 2.03 E

9 FIXED BOLLARDS CENTER LANE 3' ON CENTER. MATCH BACK TO

EXISTING CONDITIONS.

10 EXISTING ASPHALT

11 EXISTING CONCRETE SLAB AND CURB

12 EXISTING SUPPORT COLUMNS

13 FIXED BOLLARDS 3' ON CENTER. SEE SOW SECTION 2.03 B

GOV ONLY

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CIVIL OVERALL LAYOUT

B1

PLAN

NORTH

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE

CONDITIONS. COORDINATE THE EXTENT OF DEMOLITION WORK AND

EXISTING WORK TO REMAIN, WITH NEW WORK.

2. EXISTING PLANS ARE BASED ON COPIES OF ARCHIVE DRAWINGS. ACTUAL

EXISTING PAVEMENT MARKINGS MAY VARY. REPORT DISCREPANCIES,

CONFLICTS OR UNEXPECTED CONDITIONS TO THE CONTRACTING OFFICER.

3. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED BY THE CONTRACTOR AND PLACED

AT ANY DRAINMAGE FEATURE INSIDE THE CONSTRUCTION ZONE..

4. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH WITH

EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED OTHERWISE.

5. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES OR

DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES, AND

DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR

SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO

STARTING CONSTRUCTION.

7. PAVEMENT MARKING S, INCLUDING ANY STANDARD HANDICAP SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON

PAVEMENT AT LOCATIONS SHOWN.

8. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT WILL

REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK

WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH NEW AT

THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE PRECAUTIONS TO

AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

9. REMOVAL OF ANY BARRIERS, SWING ARMS, OR FORCE PROTECTION

DEVICES MUST BE COORDINATED WITH THE KO/COR PRIOR TO REMOVAL

DUE TO FORCE PROTECTION REQUIREMENTS

10. GATE WILL REMAIN ACTIVE DURING CONSTRUCTION OPERATIONS,

CONTRACTOR MUST PHASE WORK TO MAINTAIN TRAFFIC FOLLOW AND

CENTER-LANES AND CONTRACTOR LANE CANNOT BE CLOSED AT THE SAME

TIME. ANY LANE CLOSURES MUST BE COORDINATED WITH KO/COR BEFORE

CLOSING LANES

GENERAL CIVIL NOTES

CIVIL KEYNOTES

1. LIMIT OF PAVEMENT OF REPAIR AS SHOWN.

2. JERSEY BARRIERS TO BE REMOVED AND REPLACED AS SHOWN TO

FACILITATE PAVING AND STRIPING OPERATIONS BY CONTRACTOR, APPLIES

TO ALL JERSEY BARRIERS WITHIN THE AREA OF WORK.

3. SHOWN LINES TO BE DASHED CENTERLINE.

4. SEE SHEET TC-71.10 TO FOR ARROW STRIPING DETAIL, APPLIES TO ALL

ARROWS AS SHOWN.

5. PARKING SIGNS AND STOPS TO BE REMOVED AND REPLACED BY

CONTRACTOR TO FACILITATE PAVING AND STRIPING OPERATIONS AS

NEEDED.

6. 24" STOP BAR.

7. CONTRACTOR TO PROVIDE PROOF AND FIELD LAYOUT TO BE APPROVED BY

KO/COR PRIOR TO PLACEMENT.

8. GORE AREAS TO BE 4" WHITE OUTLINES AND 24" YELLOW INTERIOR BARS

9. CONTRACTOR TO REMOVE AND REPLACE SWING GATE BLOCKS TO

FACILITATE PAVING AND STRIPING OPERATIONS.

GOV ONLY

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SCALE: 3/64" = 1'-0 '

CIVIL LAYER SECTION A

B1

PLAN

NORTH

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE

CONDITIONS. COORDINATE THE EXTENT OF DEMOLITION WORK AND

EXISTING WORK TO REMAIN, WITH NEW WORK.

2. EXISTING PLANS ARE BASED ON COPIES OF ARCHIVE DRAWINGS. ACTUAL

EXISTING PAVEMENT MARKINGS MAY VARY. REPORT DISCREPANCIES,

CONFLICTS OR UNEXPECTED CONDITIONS TO THE CONTRACTING OFFICER.

3. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED BY THE CONTRACTOR AND PLACED

AT ANY DRAINMAGE FEATURE INSIDE THE CONSTRUCTION ZONE..

4. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH WITH

EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED OTHERWISE.

5. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES OR

DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES, AND

DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR

SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO

STARTING CONSTRUCTION.

7. PAVEMENT MARKING S, INCLUDING ANY STANDARD HANDICAP SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON

PAVEMENT AT LOCATIONS SHOWN.

8. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT WILL

REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK

WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH NEW AT

THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE PRECAUTIONS TO

AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

9. REMOVAL OF ANY BARRIERS, SWING ARMS, OR FORCE PROTECTION

DEVICES MUST BE COORDINATED WITH THE KO/COR PRIOR TO REMOVAL

DUE TO FORCE PROTECTION REQUIREMENTS

10. GATE WILL REMAIN ACTIVE DURING CONSTRUCTION OPERATIONS,

CONTRACTOR MUST PHASE WORK TO MAINTAIN TRAFFIC FOLLOW AND

CENTER-LANES AND CONTRACTOR LANE CANNOT BE CLOSED AT THE SAME

TIME. ANY LANE CLOSURES MUST BE COORDINATED WITH KO/COR BEFORE

CLOSING LANES

GENERAL CIVIL NOTES

CIVIL KEYNOTES

1. LIMIT OF PAVEMENT OF REPAIR AS SHOWN.

2. JERSEY BARRIERS TO BE REMOVED AND REPLACED AS SHOWN TO

FACILITATE PAVING AND STRIPING OPERATIONS BY CONTRACTOR, APPLIES

TO ALL JERSEY BARRIERS WITHIN THE AREA OF WORK.

3. SHOWN LINES TO BE DASHED CENTERLINE.

4. SEE SHEET TC-71.10 TO FOR ARROW STRIPING DETAIL, APPLIES TO ALL

ARROWS AS SHOWN.

5. PARKING SIGNS AND STOPS TO BE REMOVED AND REPLACED BY

CONTRACTOR TO FACILITATE PAVING AND STRIPING OPERATIONS AS

NEEDED.

6. 24" STOP BAR.

7. CONTRACTOR TO PROVIDE PROOF AND FIELD LAYOUT TO BE APPROVED BY

KO/COR PRIOR TO PLACEMENT.

8. GORE AREAS TO BE 4" WHITE OUTLINES AND 24" YELLOW INTERIOR BARS

GOV ONLY

M

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B A

CIVIL KEYNOTES

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SCALE: 3/64" = 1'-0 '

CIVIL LAYER SECTION B

B1

PLAN

NORTH

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE

CONDITIONS. COORDINATE THE EXTENT OF DEMOLITION WORK AND

EXISTING WORK TO REMAIN, WITH NEW WORK.

2. EXISTING PLANS ARE BASED ON COPIES OF ARCHIVE DRAWINGS. ACTUAL

EXISTING PAVEMENT MARKINGS MAY VARY. REPORT DISCREPANCIES,

CONFLICTS OR UNEXPECTED CONDITIONS TO THE CONTRACTING OFFICER.

3. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED BY THE CONTRACTOR AND PLACED

AT ANY DRAINMAGE FEATURE INSIDE THE CONSTRUCTION ZONE..

4. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH WITH

EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED OTHERWISE.

5. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES OR

DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES, AND

DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR

SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO

STARTING CONSTRUCTION.

7. PAVEMENT MARKING S, INCLUDING ANY STANDARD HANDICAP SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON

PAVEMENT AT LOCATIONS SHOWN.

8. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT WILL

REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK

WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH NEW AT

THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE PRECAUTIONS TO

AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

9. REMOVAL OF ANY BARRIERS, SWING ARMS, OR FORCE PROTECTION

DEVICES MUST BE COORDINATED WITH THE KO/COR PRIOR TO REMOVAL

DUE TO FORCE PROTECTION REQUIREMENTS

10. GATE WILL REMAIN ACTIVE DURING CONSTRUCTION OPERATIONS,

CONTRACTOR MUST PHASE WORK TO MAINTAIN TRAFFIC FOLLOW AND

CENTER-LANES AND CONTRACTOR LANE CANNOT BE CLOSED AT THE SAME

TIME. ANY LANE CLOSURES MUST BE COORDINATED WITH KO/COR BEFORE

CLOSING LANES

GENERAL CIVIL NOTES

CIVIL KEYNOTES

1. LIMIT OF PAVEMENT OF REPAIR AS SHOWN.

2. JERSEY BARRIERS TO BE REMOVED AND REPLACED AS SHOWN TO

FACILITATE PAVING AND STRIPING OPERATIONS BY CONTRACTOR, APPLIES

TO ALL JERSEY BARRIERS WITHIN THE AREA OF WORK.

3. SHOWN LINES TO BE DASHED CENTERLINE.

4. SEE SHEET TC-71.10 TO FOR ARROW STRIPING DETAIL, APPLIES TO ALL

ARROWS AS SHOWN.

5. PARKING SIGNS AND STOPS TO BE REMOVED AND REPLACED BY

CONTRACTOR TO FACILITATE PAVING AND STRIPING OPERATIONS AS

NEEDED.

6. 24" STOP BAR.

7. CONTRACTOR TO PROVIDE PROOF AND FIELD LAYOUT TO BE APPROVED BY

KO/COR PRIOR TO PLACEMENT.

8. GORE AREAS TO BE 4" WHITE OUTLINES AND 24" YELLOW INTERIOR BARS

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ECPECP

ECP

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE

CONDITIONS. COORDINATE THE EXTENT OF DEMOLITION WORK AND

EXISTING WORK TO REMAIN, WITH NEW WORK.

2. EXISTING PLANS ARE BASED ON COPIES OF ARCHIVE DRAWINGS. ACTUAL

EXISTING PAVEMENT MARKINGS MAY VARY. REPORT DISCREPANCIES,

CONFLICTS OR UNEXPECTED CONDITIONS TO THE CONTRACTING OFFICER.

3. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED BY THE CONTRACTOR AND PLACED

AT ANY DRAINMAGE FEATURE INSIDE THE CONSTRUCTION ZONE..

4. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH WITH

EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED OTHERWISE.

5. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES OR

DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES, AND

DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR

SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO

STARTING CONSTRUCTION.

7. PAVEMENT MARKING S, INCLUDING ANY STANDARD HANDICAP SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON

PAVEMENT AT LOCATIONS SHOWN.

8. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT WILL

REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK

WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH NEW AT

THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE PRECAUTIONS TO

AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

9. REMOVAL OF ANY BARRIERS, SWING ARMS, OR FORCE PROTECTION

DEVICES MUST BE COORDINATED WITH THE KO/COR PRIOR TO REMOVAL

DUE TO FORCE PROTECTION REQUIREMENTS

10. GATE WILL REMAIN ACTIVE DURING CONSTRUCTION OPERATIONS,

CONTRACTOR MUST PHASE WORK TO MAINTAIN TRAFFIC FOLLOW AND

CENTER-LANES AND CONTRACTOR LANE CANNOT BE CLOSED AT THE SAME

TIME. ANY LANE CLOSURES MUST BE COORDINATED WITH KO/COR BEFORE

CLOSING LANES

GENERAL CIVIL NOTES

CIVIL KEYNOTES

1. LIMIT OF STRIPING IS 50' FROM NOSE, TAIL, AND WING TIP OF AIRCRAFT.

APPROXIMATELY 711 LINEAR FEET

2. SHOWN LINES ARE NEW STRIPING TO AIRFIELD RAMP AREA FOR ROAD WAY

AND STANDOFF FOR FUELING

3. ECP ARE APPROXIMATELY 4' X 70' (X 2 ON EACH END) AND 4' X 80'ECP IN

MIDDLE PAINTED WHITE WITH BLACK BOX 6" PAINTED AROUND THEM.

APPROX. 880 LINEAR FEET OF WHITE PAINT AND 228 LINEAR FEET OF BLACK

PAINT.

4. LONG LINE PAINT FOR NEW ROADWAY ON RAMP. APPROXIMATELY 5970

LINEAR FEET.

5. 24" STOP BARS X 8 EACH. APPROXIMATELY 192 LINEAR FEET

6. 8 FUELING BOXES AT 3A - 3D AND 2A - 2D, EACH STOP BAR IS 12" LINE X 30"

ALONG THE BACK AND 6" X 48"' ALONG THE SIDE. THESE STOP BARS ARE

PLACED AT THE ANGLE THE REFUELING TRUCK PARKS. THESE 8

APPROXIMATELY 40 LINEAR FEET.

7. CONTRACTOR TO PROVIDE PROOF AND FIELD LAYOUT TO BE APPROVED BY

KO/COR PRIOR TO PLACEMENT.

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1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE

CONDITIONS. COORDINATE THE EXTENT OF DEMOLITION WORK AND

EXISTING WORK TO REMAIN, WITH NEW WORK.

2. EXISTING PLANS ARE BASED ON COPIES OF ARCHIVE DRAWINGS. ACTUAL

EXISTING PAVEMENT MARKINGS MAY VARY. REPORT DISCREPANCIES,

CONFLICTS OR UNEXPECTED CONDITIONS TO THE CONTRACTING OFFICER.

3. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED BY THE CONTRACTOR AND PLACED

AT ANY DRAINMAGE FEATURE INSIDE THE CONSTRUCTION ZONE..

4. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH WITH

EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED OTHERWISE.

5. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES OR

DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES, AND

DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR

SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO

STARTING CONSTRUCTION.

7. PAVEMENT MARKING S, INCLUDING ANY STANDARD HANDICAP SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON

PAVEMENT AT LOCATIONS SHOWN.

8. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT WILL

REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK

WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH NEW AT

THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE PRECAUTIONS TO

AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

9. REMOVAL OF ANY BARRIERS, SWING ARMS, OR FORCE PROTECTION

DEVICES MUST BE COORDINATED WITH THE KO/COR PRIOR TO REMOVAL

DUE TO FORCE PROTECTION REQUIREMENTS

10. GATE WILL REMAIN ACTIVE DURING CONSTRUCTION OPERATIONS,

CONTRACTOR MUST PHASE WORK TO MAINTAIN TRAFFIC FOLLOW AND

CENTER-LANES AND CONTRACTOR LANE CANNOT BE CLOSED AT THE SAME

TIME. ANY LANE CLOSURES MUST BE COORDINATED WITH KO/COR BEFORE

CLOSING LANES

GENERAL CIVIL NOTES

CIVIL KEYNOTES

1. LIMIT OF STRIPING IS 50' FROM NOSE, TAIL, AND WING TIP OF AIRCRAFT.

APPROXIMATELY 711 LINEAR FEET

2. SHOWN LINES ARE NEW STRIPING TO AIRFIELD RAMP AREA FOR ROAD WAY

AND STANDOFF FOR FUELING

3. ECP ARE APPROXIMATELY 4' X 70' (X 2 ON EACH END) AND 4' X 80'ECP IN

MIDDLE PAINTED WHITE WITH BLACK BOX 6" PAINTED AROUND THEM.

APPROX. 880 LINEAR FEET OF WHITE PAINT AND 228 LINEAR FEET OF BLACK

PAINT.

4. LONG LINE PAINT FOR NEW ROADWAY ON RAMP. APPROXIMATELY 4000

LINEAR FEET.

5. 24" STOP BARS X 8 EACH. APPROXIMATELY 192 LINEAR FEET

6. 8 FUELING BOXES AT 3A - 3D AND 2A - 2D, EACH STOP BAR IS 12" LINE X 30"

ALONG THE BACK AND 6" X 48"' ALONG THE SIDE. THESE STOP BARS ARE

PLACED AT THE ANGLE THE REFUELING TRUCK PARKS. THESE 8

APPROXIMATELY 40 LINEAR FEET.

7. CONTRACTOR TO PROVIDE PROOF AND FIELD LAYOUT TO BE APPROVED BY

KO/COR PRIOR TO PLACEMENT.

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ECP

AutoCAD SHX Text

ECP

AutoCAD SHX Text

ECP