4. Grading Exhibit.pdf

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STOPPAGE REPAIR WEST RUNWAY FRICTION

IMPROVEMENT

JOINT BASE SAN ANTONIO

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DRAWING INDEX

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1. COMPLY WITH GUIDELINES IN UFC 3-260-01, APPENDIX B, SECTION 14, SPECIAL SAFETY

REQUIREMENTS DURING CONSTRUCTION, FOR SETBACK DISTANCES OF CONSTRUCTION

ACTIVITIES. THE CONTRACTOR SHALL ESTABLISH, IN ADVANCE. A SPECIFICATION DEMARCATION

OR HOLD LINE LOCATION FOR PERSONNEL AND EQUIPMENT DURING THE TIMES OF WORK

INTERRUPTION TO ENSURE THE SAFETY OF THE CONTRACTOR AND AIRCRAFT OPERATIONS.

2. CONTRACTOR SHALL IN THE PRESENCE OF THE COR, PERFORM A SURVEY OF EXISTING EDGE

LIGHTS TO ASSESS AND DOCUMENT THE LOCATION OF ANY NON-FUNCTIONAL OR DAMAGED

LIGHTING UNITS PRIOR TO CONSTRUCTION. ANY DAMAGE OR LOSS OF FUNCTION SHOWN TO

HAVE OCCURRED DURING CONSTRUCTION SHALL BE PROMPTLY PREPARED BY THE

CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT.

3. CALL TEXAS 811 PRIOR TO EXCAVATION.

4. THE LOCATIONS OF UNDERGROUND UTILITIES AND FACILITIES ARE UNKNOWN. THE

CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES IN THE WORK AREA

PRIOR TO CONSTRUCTION. ANY DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR SHALL BE

PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE.

5. CONTRACTOR SHALL RETAIN THE SERVICES OF A PRIVATE UTILITY LOCATOR SERVICE DURING

THE EXECUTION OF THIS CONTRACT. IT IS UNLIKELY THAT A PUBLIC UTILITY LOCATOR SERVICE

WILL LOCATE AIRFIELD LIGHTING AND COMMUNICATION FACILITIES.

6. CONTRACTOR SHALL RETAIN THE SERVICES OF A PRIVATE UTILITY LOCATOR SERVICE DURING

THE EXECUTION OF THIS CONTRACT. IT IS UNLIKELY THAT A PUBLIC UTILITY LOCATOR SERVICE

WILL LOCATE AIRFIELD LIGHTING AND COMMUNICATION FACILITIES.

GENERAL NOTES:

1. THE CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL SECURITY REGULATIONS AND

ACCESS REQUIREMENTS FOR ALL CONTRACTOR PERSONNEL ENTERING THE PROJECT SITE.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BADGING AND TRAINING REQUIRED FOR

ACCESS TO THE INSTALLATION AND AIRFIELD.

2. CLOSE COORDINATION WITH THE INSTALLATION, AIRFIELD OPERATIONS AND SECURITY

OPERATIONS IS A REQUIREMENT OF THE CONTRACT.

3. CONTRACTOR VEHICLES SHALL ABIDE BY BASE TRAFFIC REGULATIONS INCLUDING SPEED LIMITS

AND RESTRICTIONS ON CELL PHONE USAGE. COMMERCIAL VEHICLES AND HEAVY EQUIPMENT

MUST TRAVEL ALONG PREDETERMINED HAUL ROUTES AND PASS THROUGH SECURITY ACCESS

POINTS AS SHOWN ON THE DRAWINGS.

4. ACCESS TO AREAS IN CLOSE PROXIMITY TO THE AIRFIELD SHALL BE STRICTLY CONTROLLED AT

ALL TIMES. TEMPORARY AIRFIELD ACCESS POINTS ATE SUBJECT TO ADJUSTMENT DURING

CONSTRUCTION. ALL CONTRACTOR PERSONNEL SHALL REMAIN INFORMED OF ACTIVE AND

CLOSED AIRFIELD ACCESS POINTS.

5. ALL AIRFIELD SECURITY RULES AND REGULATIONS SHALL APPLY EQUALLY TO THE CONTRACTOR

AND ITS SUBCONTRACTORS EMPLOYED ON THE PROJECT.

6. ALL CONTRACTOR PERSONNEL SHALL BE BRIEFED ON FOD, APPROVED HAUL ROUTES, AND

RESTRICTED AREAS.

7. CONTRACTOR VEHICLES PERMITTED TO TRAVEL WITHIN THE AIRFIELD MUST PROPERLY DISPLAY

APPROVED CONSTRUCTION PLACARDS.

8. VISITORS TO THE PROJECT SITE MUST BE ACCOMPANIED BY AN APPROVED SPONSOR AT ALL

TIMES.

9. ANY CONTRACTOR PERSONNEL FOUND TO BE IN VIOLATION OF SECURITY REGULATIONS AND

ACCESS RESTRICTIONS ARE SUBJECT YO DETAINMENT AND SEARCH BY INSTALLATION

SECURITY FORCES.

10. ALL AIRFIELD ACCESS POINTS SHALL BE COORDINATED WITH AIRFIELD MANAGEMENT,

SECURITY FORCES, RAFB CE, AND THE CONTRACTING OFFICIAL.

SECURITY

1. CONTRACTOR SHALL WORK WITH THE CONTRACTING OFFICIAL TO NOTIFY THE INSTALLATION AT

LEAST 30 DAYS PRIOR TO BRINGING ANY RADIOACTIVE MATERIALS ONTO THE INSTALLATION.

SUCH MATERIALS INCLUDE, BUT ARE NOT LIMITED TO, INSTRUMENTS THAT CONTAIN

RADIOACTIVE SOURCES FOR TESTING SOIL COMPACTION, APPROVAL IS REQUIRED BEFORE ANY

RADIOACTIVE MATERIALS CAN BE BROUGHT ONTO THE BASE.

2. CONTRACTOR SHALL OBTAIN A SIGNED AF IMT 103, BASE CIVIL ENGINEERING WORK CLEARANCE

REQUEST (DIGGING PERMIT) FROM THE CONTRACTING OFFICIAL PRIOR TO ANY EXCAVATION.

3. USE OF CRANES REQUIRE A CRANE PERMIT.

PERMITS:

1. SHOULD HISTORIC SITES (WALLS, PLATFORMS, PAVEMENTS, MOUNDS) OR REMAINS (ARTIFACTS, BURIALS) BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES. WORK SHALL CEASE

IMMEDIATELY IN THE VICINITY OF THE FIND AND THE AREA SHALL BE PROTECTED FROM

FURTHER DAMAGE. THE COR WILL BE RESPONSIBLE FOR CONTACTING THE STATE HISTORIC

PRESERVATION DIVISION. IF REQUIRED, THE CONTRACTING OFFICIAL WILL ASSESS THE

SIGNIFICANCE OF THE FIND AND RECOMMEND AN APPROPRIATE MITIGATION MEASURE IF

NECESSARY.

2. DURATION OF STOCKPILE OUTSIDE THE CONTRACTOR STAGING AREA SHALL NOT EXCEED

THREE (3) MONTHS. IF THE STOCKPILING WORK INVOLVES CONTAMINATED SOIL AND/OR

HAZARDOUS MATERIAL, THEN ALL STOCKPILING WORK SHALL BE DONE IN CONFORMANCE WITH

APPLICABLE STATE AND FEDERAL REQUIREMENTS. CONTACT THE SOLID AND HAZARDOUS

WASTE BRANCH OF THE STATE DEPARTMENT OF HEALTH FOR INFORMATION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE PROVISIONS

OF THE WATER QUALITY AND WATER POLLUTION CONTROL STANDARD CONTAINED IN THE TCEQ

TPDES CGP TXR150000.

4. THE CONTRACTOR SHALL KEEP THE PROJECT AREA AND SURROUNDING AREA FROM DUST

NUISANCE. THE CONTRACTOR SHALL BE IN COMPLIANCE WITH THE AIR POLLUTION CONTROL

STANDARDS CONTAINED IN THE TCEQ TPDES CGP TXR150000.

ENVIRONMENTAL:

1. THE CONTRACTOR SHALL PROVIDE FOD CONTROL AND SAFETY BARRICADED AROUND THE

PERIMETER OF ALL PAVED WORK AREAS ON THE AIRFIELD. FINAL LOCATION OF THE

BARRICADES SHALL BE APPROVED BY THE COR AND BY THE AIRFIELD MANAGER. OPERATIONAL

NEEDS MAY REQUIRE BARRICADES AT OTHER LOCATIONS. BARRICADES WILL NEED TO BE

RELOCATED AS THE WORK PROGRESSES OR DUE TO OPERATIONAL CHANGES DETERMINED BY

THE AIRFIELD MANAGER.

2. CONTRACTOR SHALL PRACTICE FOD AND DUST PREVENTION TECHNIQUES.

3. THE CONTRACTOR SHALL CHECK AND MAINTAIN BARRICADES DAILY.

4. THE CONTRACTOR SHALL VACUUM ALL AIRFIELD PAVEMENTS AFFECTED BY CONSTRUCTION

OPERATIONS. THE AIRFIELD MANAGER MUST APPROVE THE CONDITION OF PAVEMENT PRIOR TO

REOPENING PAVEMENT TO AIRCRAFT TRAFFIC.

5. THE CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT ANY RUNWAY, TAXIWAY, OR APRON

WITHOUT PERMISSION OF THE CONTRACTING OFFICIAL AND AIRFIELD MANAGER.

6. THE CONTRACTOR SHALL PROVIDE IN WRITING NOTICE TO THE CONTRACTING OFFICIAL THEIR

INTENT TO CLOSE ANY RUNWAY, TAXIWAY, OR APRON.

7. CONTRACTOR SHALL PROVIDE TWO WEEKS OF ADVANCE NOTICE TO AIRFIELD MANAGEMENT,

SECURITY FORCES, RAFB CE, AND THE CONTRACTING OFFICIAL PRIOR TO WORK AFFECTING

AIRFIELD OPERATIONS.

8. COMPLIANCE WITH AFI13-213 (MOST RECENT VERSION) IS MANDATORY (AIRFIELD OPERATIONS &

PROGRAMS) AND SUCH ADDITIONAL INSTRUCTION AS IS ISSUED BY THE AIRFIELD MANAGER.

FOREIGN OBJECT DAMAGE (FOD):

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1. EXISTING ELEVATION DATA WAS GENERATED FROM LIDAR (2011) DATA. ACTUAL ELEVATIONS MAY VARY AND

WILL AFFECT SPOT GRADES AND SLOPES. INTENT OF THIS GRADING PLAN IS TO IMPROVE FLOW OF

STORMWATER OFF OF RUNWAY AND INTO INFIELDS AND EXISTING INLETS.

2. GRATE INLET ELEVATIONS WERE OBTAINED FROM CURRENT JBSA GIS DATA. ELEVATION DISCREPANCIES

MAY OCCUR BETWEEN LIDAR ELEVATIONS AND INLET ELEVATIONS. CONTRACTOR IS TO IMMEDIATELY

REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

3. DUE TO THE NATURE AND AGE OF EXISTING LIDAR DATA, ACTUAL ELEVATIONS MAY VARY. CONTRACTOR IS

TO IMMEDIATELY REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

4. SEDIMENTATION AND EROSION CONTROLS SHOWN ARE SCHEMATIC ONLY, CONTROLS MAY BE FIELD

LOCATED FOR BEST USE AND REPORTED TO ENGINEER. ADJUSTMENTS SHALL BE INDICATED ON PLAN BY

CONTRACTOR.

5. IF NECESSARY, CONTRACTOR MAY MODIFY STORMWATER CONTROLS TO ACHIEVE THE DESIRED INTENT. ANY

CHANGES ARE TO BE NOTED, SIGNED AND DATED BY THE RESPONSIBLE PARTY IN THE TPDES BOOK.

6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL STORMWATER CONTROLS.

7. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY QUESTIONS REGARDING THE INTENT OF THIS

PLAN.

8. BARE SOILS SHOULD BE HYDRO MULCHED WITHIN 14 CALENDAR DAYS AFTER FINAL GRADING OR WHERE

CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED FOR MORE THAN 21 DAYS.

9. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH FOR

TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND

UNSUITABLE FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF

THE CONSTRUCTION WORK, OR 1 WEEK AFTER SOIL HAS BEEN DISTURBED, WHICHEVER IS LESS.

10.UNDERGROUND UTILITIES ARE PRESENT THROUGHOUT AIRFIELD FOR LIGHTING, NAVAID, WATER, WASTEWATER AND STORM SYSTEMS. CONTRACTOR TO LOCATE, VERIFY AND PROTECT ALL UTILITIES.

CONTACT 802 CES PROJECT MANAGER FOR ANY QUESTIONS AND NECESSARY COORDINATION.

11.CONTRACTOR TO EXERCISE EXTREME CAUTION AROUND EXISTING FACILITIES, LIGHTS AND NAVIGATIONAL

AIDS. COMPLETE GRADING IN A MANNER THAT WILL NOT DAMAGE STRUCTURES. IMMEDIATELY NOTIFY

AIRFIELD MANAGEMENT AND 802 CES PROJECT MANAGER OF ANY PROBLEMS OR IF DAMAGE OCCURS.

EXISTING EDGE OF ASPHALT

EXISTING CONTOUR WITH ELEVATION

EXISTING EARTHEN LOW

AREA OF SOIL DISTURBANCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOW ARROW

INLET PROTECTION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PAVEMENT AND GROUND SPOT ELEVATION

LEGEND

GENERAL NOTES:

AutoCAD SHX Text E757.51

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(APPOX 320' WIDTH)

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150' RUNWAY

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VARIABLE WIDTH SHOULDER APPOX 41' AT THIS LOCATION

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VARIABLE WIDTH SHOULDER APPOX 41' AT THIS LOCATION

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RUNWAY SIDE STRIPE

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RUNWAY DESIGNATION

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PAVED TAXIWAY SHOULDER

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GRADING LIMITS

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BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL THIS SHEET

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GRADE TO EXISTING

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AIRFIELD LIGHTING

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GRADE TO EXISTING

AutoCAD SHX Text NOTE: SEDIMENTATION AND EROSION CONTROLS SHOWN ARE SCHEMATIC ONLY, CONTROLS MAY BE FIELD LOCATED FOR BEST USE AND REPORTED TO ENGINEER. ADJUSTMENTS SHALL BE INDICATED ON PLAN BY CONTRACTOR.

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%%UBAGGED GRAVEL INLET FILTER

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AutoCAD SHX Text CURB INLET FILTER NOTES: 1. GRAVEL FILTERS CAN BE USED ON GRAVEL FILTERS CAN BE USED ON PAVEMENT OR BARE GROUND 2. REMOVE SEDIMENT WHEN BUILDUP REACHES REMOVE SEDIMENT WHEN BUILDUP REACHES A DEPTH OF 3 INCHES. REMOVED SEDIMENT SHOULD BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 3. CHECK PLACEMENT OF DEVICE TO PREVENT CHECK PLACEMENT OF DEVICE TO PREVENT GAPS BETWEEN DEVICE AND CURB. 4. INSPECT FILTER FABRIC AND PATCH OR INSPECT FILTER FABRIC AND PATCH OR REPLACE IF TORN OR MISSING.

AutoCAD SHX Text GRATE INLET FILTER NOTES: 1. GRAVEL FILTERS CAN BE USED ON GRAVEL FILTERS CAN BE USED ON PAVEMENT OR BARE GROUND 2. REMOVE SEDIMENT WHEN BUILDUP REACHES REMOVE SEDIMENT WHEN BUILDUP REACHES A DEPTH OF 3 INCHES. REMOVED SEDIMENT SHOULD BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 3. CHECK PLACEMENT OF DEVICE TO PREVENT CHECK PLACEMENT OF DEVICE TO PREVENT GAPS BETWEEN DEVICE AND CURB. 4. INSPECT FILTER FABRIC AND PATCH OR INSPECT FILTER FABRIC AND PATCH OR REPLACE IF TORN OR MISSING.

AutoCAD SHX Text SAND BAGS w/ WASHED PEA GRAVEL FILLER

AutoCAD SHX Text SAND BAGS w/ WASHED PEA GRAVEL FILLER

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CURB INLET

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CURB INLET

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GRATE DRAIN INLET

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MATCHLINE SHEET C1.1

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EXISTING RUNWAY PAVEMENT

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GRADE -0.15%

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NTS

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GRADING DETAIL

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MATCH EXISTING ELEVATION

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EXISTING RUNWAY PAVEMENT

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GRADE -1.25%

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NTS

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GRADING DETAIL

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MATCH EXISTING ELEVATION

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1.5" DROP

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1.5" DROP

AutoCAD SHX Text CAUTION!! EXISTING UNDERGROUND UTILITIES, CONTRACTOR TO VERIFY LOCATIONS & PROTECT.

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PG764.43 EOP765.31

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APPOX CUT/FILL THIS PROJECT: CUT: 1920 CY FILL: 20 CY NET: 1900 CY

APPOX CUT/FILL THIS SHEET: CUT: 42 CY FILL: 0 CY NET: 42 CY

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C1.1

GRADING EXHIBIT

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SECTION C-C

D

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C

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1. EXISTING ELEVATION DATA WAS GENERATED FROM LIDAR (2011) DATA. ACTUAL ELEVATIONS MAY VARY AND

WILL AFFECT SPOT GRADES AND SLOPES. INTENT OF THIS GRADING PLAN IS TO IMPROVE FLOW OF

STORMWATER OFF OF RUNWAY AND INTO INFIELDS AND EXISTING INLETS.

2. GRATE INLET ELEVATIONS WERE OBTAINED FROM CURRENT JBSA GIS DATA. ELEVATION DISCREPANCIES

MAY OCCUR BETWEEN LIDAR ELEVATIONS AND INLET ELEVATIONS. CONTRACTOR IS TO IMMEDIATELY

REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

3. DUE TO THE NATURE AND AGE OF EXISTING LIDAR DATA, ACTUAL ELEVATIONS MAY VARY. CONTRACTOR IS

TO IMMEDIATELY REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

4. SEDIMENTATION AND EROSION CONTROLS SHOWN ARE SCHEMATIC ONLY, CONTROLS MAY BE FIELD

LOCATED FOR BEST USE AND REPORTED TO ENGINEER. ADJUSTMENTS SHALL BE INDICATED ON PLAN BY

CONTRACTOR.

5. IF NECESSARY, CONTRACTOR MAY MODIFY STORMWATER CONTROLS TO ACHIEVE THE DESIRED INTENT. ANY

CHANGES ARE TO BE NOTED, SIGNED AND DATED BY THE RESPONSIBLE PARTY IN THE TPDES BOOK.

6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL STORMWATER CONTROLS.

7. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY QUESTIONS REGARDING THE INTENT OF THIS

PLAN.

8. BARE SOILS SHOULD BE HYDRO MULCHED WITHIN 14 CALENDAR DAYS AFTER FINAL GRADING OR WHERE

CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED FOR MORE THAN 21 DAYS.

9. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH FOR

TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND

UNSUITABLE FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF

THE CONSTRUCTION WORK, OR 1 WEEK AFTER SOIL HAS BEEN DISTURBED, WHICHEVER IS LESS.

10.UNDERGROUND UTILITIES ARE PRESENT THROUGHOUT AIRFIELD FOR LIGHTING, NAVAID, WATER, WASTEWATER AND STORM SYSTEMS. CONTRACTOR TO LOCATE, VERIFY AND PROTECT ALL UTILITIES.

CONTACT 802 CES PROJECT MANAGER FOR ANY QUESTIONS AND NECESSARY COORDINATION.

11.CONTRACTOR TO EXERCISE EXTREME CAUTION AROUND EXISTING FACILITIES, LIGHTS AND NAVIGATIONAL

AIDS. COMPLETE GRADING IN A MANNER THAT WILL NOT DAMAGE STRUCTURES. IMMEDIATELY NOTIFY

AIRFIELD MANAGEMENT AND 802 CES PROJECT MANAGER OF ANY PROBLEMS OR IF DAMAGE OCCURS.

EXISTING EDGE OF ASPHALT

EXISTING CONTOUR WITH ELEVATION

EXISTING EARTHEN LOW

AREA OF SOIL DISTURBANCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOW ARROW

INLET PROTECTION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PAVEMENT AND GROUND SPOT ELEVATION

LEGEND

GENERAL NOTES:

AutoCAD SHX Text E756.35

AutoCAD SHX Text E754.47

AutoCAD SHX Text E752.95

AutoCAD SHX Text

TOUCHDOWN ZONE MARKINGS

AutoCAD SHX Text

RUNWAY CENTERLINE STRIPE

AutoCAD SHX Text

RUNWAY SIDE STRIPE

AutoCAD SHX Text

RUNWAY SIDE STRIPE

AutoCAD SHX Text

FIXED DISTANCE MARKING

AutoCAD SHX Text

150' RUNWAY

AutoCAD SHX Text

VARIABLE WIDTH SHOULDER APPOX 41' AT THIS LOCATION

AutoCAD SHX Text

VARIABLE WIDTH SHOULDER APPOX 41' AT THIS LOCATION

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

EXISTING NAVIGATIONAL AIDS

AutoCAD SHX Text

BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

AutoCAD SHX Text

BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

AutoCAD SHX Text

BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

AutoCAD SHX Text

DISTANCE REMAINING MARKER

AutoCAD SHX Text

DISTANCE REMAINING MARKER

AutoCAD SHX Text

EXISTING NAVIGATIONAL AIDS

AutoCAD SHX Text

GRADE TO EXISTING

AutoCAD SHX Text

GRADE TO EXISTING

AutoCAD SHX Text

AIRFIELD LIGHTING

AutoCAD SHX Text

MATCHLINE SHEET C1.2

AutoCAD SHX Text

MATCHLINE SHEET C1.0

AutoCAD SHX Text

EXISTING RUNWAY PAVEMENT

AutoCAD SHX Text

GRADE 1.7%

AutoCAD SHX Text

NTS

AutoCAD SHX Text

GRADING DETAIL

AutoCAD SHX Text

GRADE TO EXISTING ELEVATION

AutoCAD SHX Text

1.5" DROP

AutoCAD SHX Text CAUTION!! EXISTING UNDERGROUND UTILITIES, CONTRACTOR TO VERIFY LOCATIONS & PROTECT.

AutoCAD SHX Text 764.43

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E764.43

AutoCAD SHX Text

PG764.43 EOP765.31

APPOX CUT/FILL THIS SHEET: CUT: 45 CY FILL: 0 CY NET: 45 CY

TAXIWAY G2

-0 .0

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C1.2

GRADING EXHIBIT

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D

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C

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1. EXISTING ELEVATION DATA WAS GENERATED FROM LIDAR (2011) DATA. ACTUAL ELEVATIONS MAY VARY AND

WILL AFFECT SPOT GRADES AND SLOPES. INTENT OF THIS GRADING PLAN IS TO IMPROVE FLOW OF

STORMWATER OFF OF RUNWAY AND INTO INFIELDS AND EXISTING INLETS.

2. GRATE INLET ELEVATIONS WERE OBTAINED FROM CURRENT JBSA GIS DATA. ELEVATION DISCREPANCIES

MAY OCCUR BETWEEN LIDAR ELEVATIONS AND INLET ELEVATIONS. CONTRACTOR IS TO IMMEDIATELY

REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

3. DUE TO THE NATURE AND AGE OF EXISTING LIDAR DATA, ACTUAL ELEVATIONS MAY VARY. CONTRACTOR IS

TO IMMEDIATELY REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

4. SEDIMENTATION AND EROSION CONTROLS SHOWN ARE SCHEMATIC ONLY, CONTROLS MAY BE FIELD

LOCATED FOR BEST USE AND REPORTED TO ENGINEER. ADJUSTMENTS SHALL BE INDICATED ON PLAN BY

CONTRACTOR.

5. IF NECESSARY, CONTRACTOR MAY MODIFY STORMWATER CONTROLS TO ACHIEVE THE DESIRED INTENT. ANY

CHANGES ARE TO BE NOTED, SIGNED AND DATED BY THE RESPONSIBLE PARTY IN THE TPDES BOOK.

6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL STORMWATER CONTROLS.

7. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY QUESTIONS REGARDING THE INTENT OF THIS

PLAN.

8. BARE SOILS SHOULD BE HYDRO MULCHED WITHIN 14 CALENDAR DAYS AFTER FINAL GRADING OR WHERE

CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED FOR MORE THAN 21 DAYS.

9. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH FOR

TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND

UNSUITABLE FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF

THE CONSTRUCTION WORK, OR 1 WEEK AFTER SOIL HAS BEEN DISTURBED, WHICHEVER IS LESS.

10.UNDERGROUND UTILITIES ARE PRESENT THROUGHOUT AIRFIELD FOR LIGHTING, NAVAID, WATER, WASTEWATER AND STORM SYSTEMS. CONTRACTOR TO LOCATE, VERIFY AND PROTECT ALL UTILITIES.

CONTACT 802 CES PROJECT MANAGER FOR ANY QUESTIONS AND NECESSARY COORDINATION.

11.CONTRACTOR TO EXERCISE EXTREME CAUTION AROUND EXISTING FACILITIES, LIGHTS AND NAVIGATIONAL

AIDS. COMPLETE GRADING IN A MANNER THAT WILL NOT DAMAGE STRUCTURES. IMMEDIATELY NOTIFY

AIRFIELD MANAGEMENT AND 802 CES PROJECT MANAGER OF ANY PROBLEMS OR IF DAMAGE OCCURS.

EXISTING EDGE OF ASPHALT

EXISTING CONTOUR WITH ELEVATION

EXISTING EARTHEN LOW

AREA OF SOIL DISTURBANCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOW ARROW

INLET PROTECTION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PAVEMENT AND GROUND SPOT ELEVATION

LEGEND

GENERAL NOTES:

SECTION D-D

AutoCAD SHX Text E750.95

AutoCAD SHX Text E751.32

AutoCAD SHX Text E749.87

AutoCAD SHX Text E749.20

AutoCAD SHX Text

(APPOX 75' WIDTH)

AutoCAD SHX Text

TOUCHDOWN ZONE MARKINGS

AutoCAD SHX Text

TOUCHDOWN ZONE MARKINGS

AutoCAD SHX Text

RUNWAY CENTERLINE STRIPE

AutoCAD SHX Text

RUNWAY SIDE STRIPE

AutoCAD SHX Text

RUNWAY SIDE STRIPE

AutoCAD SHX Text

150' RUNWAY

AutoCAD SHX Text

VARIABLE WIDTH SHOULDER APPOX 41' AT THIS LOCATION

AutoCAD SHX Text

VARIABLE WIDTH SHOULDER APPOX 41' AT THIS LOCATION

AutoCAD SHX Text

PAVED TAXIWAY SHOULDER

AutoCAD SHX Text

PAVED TAXIWAY SHOULDER

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

AutoCAD SHX Text

BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

AutoCAD SHX Text

BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

AutoCAD SHX Text

BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

AutoCAD SHX Text

DISTANCE REMAINING MARKER

AutoCAD SHX Text

DISTANCE REMAINING MARKER

AutoCAD SHX Text

GRADE TO EXISTING

AutoCAD SHX Text

AIRFIELD LIGHTING

AutoCAD SHX Text

DISCONTINUE 1.5" DROP AT CORNER

AutoCAD SHX Text

DISCONTINUE 1.5" DROP AT CORNER

AutoCAD SHX Text

NO EARTHWORK TO OCCUR IN THIS AREA

AutoCAD SHX Text

MATCHLINE SHEET C1.3

AutoCAD SHX Text

MATCHLINE SHEET C1.1

AutoCAD SHX Text 764.43

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E764.43

AutoCAD SHX Text

PG764.43 EOP765.31

AutoCAD SHX Text

APPOX CUT/FILL THIS SHEET: CUT: 52 CY FILL: 0 CY NET: 52 CY

AutoCAD SHX Text

EXISTING RUNWAY PAVEMENT

AutoCAD SHX Text

GRADE 1.7%

AutoCAD SHX Text

NTS

AutoCAD SHX Text

GRADING DETAIL

AutoCAD SHX Text

GRADE TO EXISTING ELEVATION

1.5" DROP

C1.3

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C1.3

GRADING EXHIBIT

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1. EXISTING ELEVATION DATA WAS GENERATED FROM LIDAR (2011) DATA. ACTUAL ELEVATIONS MAY VARY AND

WILL AFFECT SPOT GRADES AND SLOPES. INTENT OF THIS GRADING PLAN IS TO IMPROVE FLOW OF

STORMWATER OFF OF RUNWAY AND INTO INFIELDS AND EXISTING INLETS.

2. GRATE INLET ELEVATIONS WERE OBTAINED FROM CURRENT JBSA GIS DATA. ELEVATION DISCREPANCIES

MAY OCCUR BETWEEN LIDAR ELEVATIONS AND INLET ELEVATIONS. CONTRACTOR IS TO IMMEDIATELY

REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

3. DUE TO THE NATURE AND AGE OF EXISTING LIDAR DATA, ACTUAL ELEVATIONS MAY VARY. CONTRACTOR IS

TO IMMEDIATELY REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

4. SEDIMENTATION AND EROSION CONTROLS SHOWN ARE SCHEMATIC ONLY, CONTROLS MAY BE FIELD

LOCATED FOR BEST USE AND REPORTED TO ENGINEER. ADJUSTMENTS SHALL BE INDICATED ON PLAN BY

CONTRACTOR.

5. IF NECESSARY, CONTRACTOR MAY MODIFY STORMWATER CONTROLS TO ACHIEVE THE DESIRED INTENT. ANY

CHANGES ARE TO BE NOTED, SIGNED AND DATED BY THE RESPONSIBLE PARTY IN THE TPDES BOOK.

6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL STORMWATER CONTROLS.

7. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY QUESTIONS REGARDING THE INTENT OF THIS

PLAN.

8. BARE SOILS SHOULD BE HYDRO MULCHED WITHIN 14 CALENDAR DAYS AFTER FINAL GRADING OR WHERE

CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED FOR MORE THAN 21 DAYS.

9. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH FOR

TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND

UNSUITABLE FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF

THE CONSTRUCTION WORK, OR 1 WEEK AFTER SOIL HAS BEEN DISTURBED, WHICHEVER IS LESS.

10.UNDERGROUND UTILITIES ARE PRESENT THROUGHOUT AIRFIELD FOR LIGHTING, NAVAID, WATER, WASTEWATER AND STORM SYSTEMS. CONTRACTOR TO LOCATE, VERIFY AND PROTECT ALL UTILITIES.

CONTACT 802 CES PROJECT MANAGER FOR ANY QUESTIONS AND NECESSARY COORDINATION.

11.CONTRACTOR TO EXERCISE EXTREME CAUTION AROUND EXISTING FACILITIES, LIGHTS AND NAVIGATIONAL

AIDS. COMPLETE GRADING IN A MANNER THAT WILL NOT DAMAGE STRUCTURES. IMMEDIATELY NOTIFY

AIRFIELD MANAGEMENT AND 802 CES PROJECT MANAGER OF ANY PROBLEMS OR IF DAMAGE OCCURS.

EXISTING EDGE OF ASPHALT

EXISTING CONTOUR WITH ELEVATION

EXISTING EARTHEN LOW

AREA OF SOIL DISTURBANCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOW ARROW

INLET PROTECTION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PAVEMENT AND GROUND SPOT ELEVATION

LEGEND

GENERAL NOTES:

AutoCAD SHX Text E748.58

AutoCAD SHX Text E747.61

AutoCAD SHX Text E745.69

AutoCAD SHX Text

TOUCHDOWN ZONE MARKINGS

AutoCAD SHX Text

TOUCHDOWN ZONE MARKINGS

AutoCAD SHX Text

RUNWAY CENTERLINE STRIPE

AutoCAD SHX Text

RUNWAY SIDE STRIPE

AutoCAD SHX Text

RUNWAY SIDE STRIPE

AutoCAD SHX Text

VARIABLE WIDTH SHOULDER APPOX 41' AT THIS LOCATION

AutoCAD SHX Text

150' RUNWAY

AutoCAD SHX Text

VARIABLE WIDTH SHOULDER APPOX 42' AT THIS LOCATION

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

AutoCAD SHX Text

BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

AutoCAD SHX Text

BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

AutoCAD SHX Text

DISTANCE REMAINING MARKER

AutoCAD SHX Text

DISTANCE REMAINING MARKER

AutoCAD SHX Text

GRADE TO EXISTING

AutoCAD SHX Text

AIRFIELD LIGHTING

AutoCAD SHX Text

MATCHLINE SHEET C1.4

AutoCAD SHX Text

MATCHLINE SHEET C1.2

AutoCAD SHX Text 764.43

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E764.43

AutoCAD SHX Text

PG764.43 EOP765.31

APPOX CUT/FILL THIS SHEET: CUT: 51 CY FILL: 0 CY NET: 51 CY

TAXIWAY G3

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C1.4

GRADING EXHIBIT

NORTH

EXISTING EDGE OF ASPHALT

EXISTING CONTOUR WITH ELEVATION

EXISTING EARTHEN LOW

AREA OF SOIL DISTURBANCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOW ARROW

INLET PROTECTION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PAVEMENT AND GROUND SPOT ELEVATION

LEGEND

1. EXISTING ELEVATION DATA WAS GENERATED FROM LIDAR (2011) DATA. ACTUAL ELEVATIONS MAY VARY AND

WILL AFFECT SPOT GRADES AND SLOPES. INTENT OF THIS GRADING PLAN IS TO IMPROVE FLOW OF

STORMWATER OFF OF RUNWAY AND INTO INFIELDS AND EXISTING INLETS.

2. GRATE INLET ELEVATIONS WERE OBTAINED FROM CURRENT JBSA GIS DATA. ELEVATION DISCREPANCIES

MAY OCCUR BETWEEN LIDAR ELEVATIONS AND INLET ELEVATIONS. CONTRACTOR IS TO IMMEDIATELY

REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

3. DUE TO THE NATURE AND AGE OF EXISTING LIDAR DATA, ACTUAL ELEVATIONS MAY VARY. CONTRACTOR IS

TO IMMEDIATELY REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

4. SEDIMENTATION AND EROSION CONTROLS SHOWN ARE SCHEMATIC ONLY, CONTROLS MAY BE FIELD

LOCATED FOR BEST USE AND REPORTED TO ENGINEER. ADJUSTMENTS SHALL BE INDICATED ON PLAN BY

CONTRACTOR.

5. IF NECESSARY, CONTRACTOR MAY MODIFY STORMWATER CONTROLS TO ACHIEVE THE DESIRED INTENT. ANY

CHANGES ARE TO BE NOTED, SIGNED AND DATED BY THE RESPONSIBLE PARTY IN THE TPDES BOOK.

6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL STORMWATER CONTROLS.

7. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY QUESTIONS REGARDING THE INTENT OF THIS

PLAN.

8. BARE SOILS SHOULD BE HYDRO MULCHED WITHIN 14 CALENDAR DAYS AFTER FINAL GRADING OR WHERE

CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED FOR MORE THAN 21 DAYS.

9. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH FOR

TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND

UNSUITABLE FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF

THE CONSTRUCTION WORK, OR 1 WEEK AFTER SOIL HAS BEEN DISTURBED, WHICHEVER IS LESS.

10.UNDERGROUND UTILITIES ARE PRESENT THROUGHOUT AIRFIELD FOR LIGHTING, NAVAID, WATER, WASTEWATER AND STORM SYSTEMS. CONTRACTOR TO LOCATE, VERIFY AND PROTECT ALL UTILITIES.

CONTACT 802 CES PROJECT MANAGER FOR ANY QUESTIONS AND NECESSARY COORDINATION.

11.CONTRACTOR TO EXERCISE EXTREME CAUTION AROUND EXISTING FACILITIES, LIGHTS AND NAVIGATIONAL

AIDS. COMPLETE GRADING IN A MANNER THAT WILL NOT DAMAGE STRUCTURES. IMMEDIATELY NOTIFY

AIRFIELD MANAGEMENT AND 802 CES PROJECT MANAGER OF ANY PROBLEMS OR IF DAMAGE OCCURS.

GENERAL NOTES:

AutoCAD SHX Text E743.76

AutoCAD SHX Text E741.62

AutoCAD SHX Text E739.23

AutoCAD SHX Text E737.11

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(APPOX 75' WIDTH)

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PAVED TAXIWAY SHOULDER

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GRADING LIMITS

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GRADING LIMITS

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BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

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DISTANCE REMAINING MARKER

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DISTANCE REMAINING MARKER

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DISCONTINUE 1.5" DROP AT CORNER

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AutoCAD SHX Text 764.43

AutoCAD SHX Text

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AutoCAD SHX Text G764.43 E765.31

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EXISTING EDGE OF ASPHALT

EXISTING CONTOUR WITH ELEVATION

EXISTING EARTHEN LOW

AREA OF SOIL DISTURBANCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOW ARROW

INLET PROTECTION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PAVEMENT AND GROUND SPOT ELEVATION

LEGEND

SECTION E-E

1. EXISTING ELEVATION DATA WAS GENERATED FROM LIDAR (2011) DATA. ACTUAL ELEVATIONS MAY

VARY AND WILL AFFECT SPOT GRADES AND SLOPES. INTENT OF THIS GRADING PLAN IS TO

IMPROVE FLOW OF STORMWATER OFF OF RUNWAY AND INTO INFIELDS AND EXISTING INLETS.

2. GRATE INLET ELEVATIONS WERE OBTAINED FROM CURRENT JBSA GIS DATA. ELEVATION

DISCREPANCIES MAY OCCUR BETWEEN LIDAR ELEVATIONS AND INLET ELEVATIONS.

CONTRACTOR IS TO IMMEDIATELY REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO

RESOLVE.

3. DUE TO THE NATURE AND AGE OF EXISTING LIDAR DATA, ACTUAL ELEVATIONS MAY VARY.

CONTRACTOR IS TO IMMEDIATELY REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO

RESOLVE.

4. SEDIMENTATION AND EROSION CONTROLS SHOWN ARE SCHEMATIC ONLY, CONTROLS MAY BE

FIELD LOCATED FOR BEST USE AND REPORTED TO ENGINEER. ADJUSTMENTS SHALL BE

INDICATED ON PLAN BY CONTRACTOR.

5. IF NECESSARY, CONTRACTOR MAY MODIFY STORMWATER CONTROLS TO ACHIEVE THE DESIRED

INTENT. ANY CHANGES ARE TO BE NOTED, SIGNED AND DATED BY THE RESPONSIBLE PARTY IN

THE TPDES BOOK.

6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL STORMWATER CONTROLS.

7. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY QUESTIONS REGARDING THE

INTENT OF THIS PLAN.

8. BARE SOILS SHOULD BE HYDRO MULCHED WITHIN 14 CALENDAR DAYS AFTER FINAL GRADING OR

WHERE CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED FOR MORE THAN 21 DAYS.

9. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH

FOR TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT

DISTURBED AND UNSUITABLE FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO

CARRY OUT THAT PORTION OF THE CONSTRUCTION WORK, OR 1 WEEK AFTER SOIL HAS BEEN

DISTURBED, WHICHEVER IS LESS.

10.UNDERGROUND UTILITIES ARE PRESENT THROUGHOUT AIRFIELD FOR LIGHTING, NAVAID, WATER, WASTEWATER AND STORM SYSTEMS. CONTRACTOR TO LOCATE, VERIFY AND PROTECT ALL

UTILITIES. CONTACT 802 CES PROJECT MANAGER FOR ANY QUESTIONS AND NECESSARY

COORDINATION.

11.CONTRACTOR TO EXERCISE EXTREME CAUTION AROUND EXISTING FACILITIES, LIGHTS AND

NAVIGATIONAL AIDS. COMPLETE GRADING IN A MANNER THAT WILL NOT DAMAGE STRUCTURES.

IMMEDIATELY NOTIFY AIRFIELD MANAGEMENT AND 802 CES PROJECT MANAGER OF ANY

PROBLEMS OR IF DAMAGE OCCURS.

GENERAL NOTES:

AutoCAD SHX Text E735.78

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(APPOX 100' WIDTH)

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RUNWAY CENTERLINE STRIPE

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150' RUNWAY

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GRADING LIMITS

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BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

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VARIABLE WIDTH SHOULDER APPOX 42' AT THIS LOCATION

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VARIABLE WIDTH SHOULDER APPOX 41' AT THIS LOCATION

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AIRFIELD LIGHTING

AutoCAD SHX Text E734.35

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DISCONTINUE 1.5" DROP AT PC

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GRADE TO EXISTING

AutoCAD SHX Text 764.43

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E764.43

AutoCAD SHX Text G764.43 E765.31

AutoCAD SHX Text

MATCHLINE SHEET C1.6

AutoCAD SHX Text

MATCHLINE SHEET C1.4

AutoCAD SHX Text

EXISTING RUNWAY PAVEMENT

AutoCAD SHX Text

GRADE 0.3%

AutoCAD SHX Text

NTS

AutoCAD SHX Text

GRADING DETAIL

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GRADE TO EXISTING ELEVATION

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1. EXISTING ELEVATION DATA WAS GENERATED FROM LIDAR (2011) DATA. ACTUAL ELEVATIONS MAY VARY AND

WILL AFFECT SPOT GRADES AND SLOPES. INTENT OF THIS GRADING PLAN IS TO IMPROVE FLOW OF

STORMWATER OFF OF RUNWAY AND INTO INFIELDS AND EXISTING INLETS.

2. GRATE INLET ELEVATIONS WERE OBTAINED FROM CURRENT JBSA GIS DATA. ELEVATION DISCREPANCIES

MAY OCCUR BETWEEN LIDAR ELEVATIONS AND INLET ELEVATIONS. CONTRACTOR IS TO IMMEDIATELY

REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

3. DUE TO THE NATURE AND AGE OF EXISTING LIDAR DATA, ACTUAL ELEVATIONS MAY VARY. CONTRACTOR IS

TO IMMEDIATELY REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

4. SEDIMENTATION AND EROSION CONTROLS SHOWN ARE SCHEMATIC ONLY, CONTROLS MAY BE FIELD

LOCATED FOR BEST USE AND REPORTED TO ENGINEER. ADJUSTMENTS SHALL BE INDICATED ON PLAN BY

CONTRACTOR.

5. IF NECESSARY, CONTRACTOR MAY MODIFY STORMWATER CONTROLS TO ACHIEVE THE DESIRED INTENT. ANY

CHANGES ARE TO BE NOTED, SIGNED AND DATED BY THE RESPONSIBLE PARTY IN THE TPDES BOOK.

6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL STORMWATER CONTROLS.

7. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY QUESTIONS REGARDING THE INTENT OF THIS

PLAN.

8. BARE SOILS SHOULD BE HYDRO MULCHED WITHIN 14 CALENDAR DAYS AFTER FINAL GRADING OR WHERE

CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED FOR MORE THAN 21 DAYS.

9. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH FOR

TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND

UNSUITABLE FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF

THE CONSTRUCTION WORK, OR 1 WEEK AFTER SOIL HAS BEEN DISTURBED, WHICHEVER IS LESS.

10.UNDERGROUND UTILITIES ARE PRESENT THROUGHOUT AIRFIELD FOR LIGHTING, NAVAID, WATER, WASTEWATER AND STORM SYSTEMS. CONTRACTOR TO LOCATE, VERIFY AND PROTECT ALL UTILITIES.

CONTACT 802 CES PROJECT MANAGER FOR ANY QUESTIONS AND NECESSARY COORDINATION.

11.CONTRACTOR TO EXERCISE EXTREME CAUTION AROUND EXISTING FACILITIES, LIGHTS AND NAVIGATIONAL

AIDS. COMPLETE GRADING IN A MANNER THAT WILL NOT DAMAGE STRUCTURES. IMMEDIATELY NOTIFY

AIRFIELD MANAGEMENT AND 802 CES PROJECT MANAGER OF ANY PROBLEMS OR IF DAMAGE OCCURS.

EXISTING EDGE OF ASPHALT

EXISTING CONTOUR WITH ELEVATION

EXISTING EARTHEN LOW

AREA OF SOIL DISTURBANCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOW ARROW

INLET PROTECTION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PAVEMENT AND GROUND SPOT ELEVATION

LEGEND

GENERAL NOTES:

AutoCAD SHX Text E733.37

AutoCAD SHX Text

(APPOX 100' WIDTH)

AutoCAD SHX Text

(APPOX 14' WIDTH)

AutoCAD SHX Text

TOUCHDOWN ZONE MARKINGS

AutoCAD SHX Text

RUNWAY CENTERLINE STRIPE

AutoCAD SHX Text

RUNWAY SIDE STRIPE

AutoCAD SHX Text

RUNWAY SIDE STRIPE

AutoCAD SHX Text

VARIABLE WIDTH SHOULDER APPOX 41' AT THIS LOCATION

AutoCAD SHX Text

150' RUNWAY

AutoCAD SHX Text

VARIABLE WIDTH SHOULDER APPOX 42' AT THIS LOCATION

AutoCAD SHX Text

GRADING LIMITS

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GRADING LIMITS

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BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

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GRADE TO EXISTING

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GRADING DETAIL

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GRADE TO EXISTING ELEVATION

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AutoCAD SHX Text 764.43

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E764.43

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PG764.43 EOP765.31

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1. EXISTING ELEVATION DATA WAS GENERATED FROM LIDAR (2011) DATA. ACTUAL ELEVATIONS MAY VARY AND

WILL AFFECT SPOT GRADES AND SLOPES. INTENT OF THIS GRADING PLAN IS TO IMPROVE FLOW OF

STORMWATER OFF OF RUNWAY AND INTO INFIELDS AND EXISTING INLETS.

2. GRATE INLET ELEVATIONS WERE OBTAINED FROM CURRENT JBSA GIS DATA. ELEVATION DISCREPANCIES

MAY OCCUR BETWEEN LIDAR ELEVATIONS AND INLET ELEVATIONS. CONTRACTOR IS TO IMMEDIATELY

REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

3. DUE TO THE NATURE AND AGE OF EXISTING LIDAR DATA, ACTUAL ELEVATIONS MAY VARY. CONTRACTOR IS

TO IMMEDIATELY REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

4. SEDIMENTATION AND EROSION CONTROLS SHOWN ARE SCHEMATIC ONLY, CONTROLS MAY BE FIELD

LOCATED FOR BEST USE AND REPORTED TO ENGINEER. ADJUSTMENTS SHALL BE INDICATED ON PLAN BY

CONTRACTOR.

5. IF NECESSARY, CONTRACTOR MAY MODIFY STORMWATER CONTROLS TO ACHIEVE THE DESIRED INTENT. ANY

CHANGES ARE TO BE NOTED, SIGNED AND DATED BY THE RESPONSIBLE PARTY IN THE TPDES BOOK.

6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL STORMWATER CONTROLS.

7. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY QUESTIONS REGARDING THE INTENT OF THIS

PLAN.

8. BARE SOILS SHOULD BE HYDRO MULCHED WITHIN 14 CALENDAR DAYS AFTER FINAL GRADING OR WHERE

CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED FOR MORE THAN 21 DAYS.

9. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH FOR

TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND

UNSUITABLE FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF

THE CONSTRUCTION WORK, OR 1 WEEK AFTER SOIL HAS BEEN DISTURBED, WHICHEVER IS LESS.

10.UNDERGROUND UTILITIES ARE PRESENT THROUGHOUT AIRFIELD FOR LIGHTING, NAVAID, WATER, WASTEWATER AND STORM SYSTEMS. CONTRACTOR TO LOCATE, VERIFY AND PROTECT ALL UTILITIES.

CONTACT 802 CES PROJECT MANAGER FOR ANY QUESTIONS AND NECESSARY COORDINATION.

11.CONTRACTOR TO EXERCISE EXTREME CAUTION AROUND EXISTING FACILITIES, LIGHTS AND NAVIGATIONAL

AIDS. COMPLETE GRADING IN A MANNER THAT WILL NOT DAMAGE STRUCTURES. IMMEDIATELY NOTIFY

AIRFIELD MANAGEMENT AND 802 CES PROJECT MANAGER OF ANY PROBLEMS OR IF DAMAGE OCCURS.

EXISTING EDGE OF ASPHALT

EXISTING CONTOUR WITH ELEVATION

EXISTING EARTHEN LOW

AREA OF SOIL DISTURBANCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOW ARROW

INLET PROTECTION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PAVEMENT AND GROUND SPOT ELEVATION

LEGEND

GENERAL NOTES:

AutoCAD SHX Text E725.53

AutoCAD SHX Text

(APPOX 270' WIDTH)

AutoCAD SHX Text 0.84%

AutoCAD SHX Text

TOUCHDOWN ZONE MARKINGS

AutoCAD SHX Text

TOUCHDOWN ZONE MARKINGS

AutoCAD SHX Text

RUNWAY CENTERLINE STRIPE

AutoCAD SHX Text

RUNWAY SIDE STRIPE

AutoCAD SHX Text

RUNWAY SIDE STRIPE

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VARIABLE WIDTH SHOULDER APPOX 41' AT THIS LOCATION

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150' RUNWAY

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VARIABLE WIDTH SHOULDER APPOX 43' AT THIS LOCATION

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PAVED TAXIWAY SHOULDER

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PAVED TAXIWAY SHOULDER

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GRADING LIMITS

AutoCAD SHX Text

GRADING LIMITS

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BAGGED GRAVEL INLET FILTER OR EQUIVALENT SEE DETAIL SHEET C1.0

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DISTANCE REMAINING MARKER

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DISTANCE REMAINING MARKER

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AIRFIELD LIGHTING

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DISCONTINUE 1.5" DROP AT PC

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NO EARTHWORK TO OCCUR IN THIS AREA

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GRADE TO EXISTING

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AutoCAD SHX Text 764.43

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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1. EXISTING ELEVATION DATA WAS GENERATED FROM LIDAR (2011) DATA. ACTUAL ELEVATIONS MAY VARY AND

WILL AFFECT SPOT GRADES AND SLOPES. INTENT OF THIS GRADING PLAN IS TO IMPROVE FLOW OF

STORMWATER OFF OF RUNWAY AND INTO INFIELDS AND EXISTING INLETS.

2. GRATE INLET ELEVATIONS WERE OBTAINED FROM CURRENT JBSA GIS DATA. ELEVATION DISCREPANCIES

MAY OCCUR BETWEEN LIDAR ELEVATIONS AND INLET ELEVATIONS. CONTRACTOR IS TO IMMEDIATELY

REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

3. DUE TO THE NATURE AND AGE OF EXISTING LIDAR DATA, ACTUAL ELEVATIONS MAY VARY. CONTRACTOR IS

TO IMMEDIATELY REPORT ANY DISCREPANCIES TO DESIGN ENGINEER TO RESOLVE.

4. SEDIMENTATION AND EROSION CONTROLS SHOWN ARE SCHEMATIC ONLY, CONTROLS MAY BE FIELD

LOCATED FOR BEST USE AND REPORTED TO ENGINEER. ADJUSTMENTS SHALL BE INDICATED ON PLAN BY

CONTRACTOR.

5. IF NECESSARY, CONTRACTOR MAY MODIFY STORMWATER CONTROLS TO ACHIEVE THE DESIRED INTENT. ANY

CHANGES ARE TO BE NOTED, SIGNED AND DATED BY THE RESPONSIBLE PARTY IN THE TPDES BOOK.

6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL STORMWATER CONTROLS.

7. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY QUESTIONS REGARDING THE INTENT OF THIS

PLAN.

8. BARE SOILS SHOULD BE HYDRO MULCHED WITHIN 14 CALENDAR DAYS AFTER FINAL GRADING OR WHERE

CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED FOR MORE THAN 21 DAYS.

9. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH FOR

TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND

UNSUITABLE FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF

THE CONSTRUCTION WORK, OR 1 WEEK AFTER SOIL HAS BEEN DISTURBED, WHICHEVER IS LESS.

10.UNDERGROUND UTILITIES ARE PRESENT THROUGHOUT AIRFIELD FOR LIGHTING, NAVAID, WATER, WASTEWATER AND STORM SYSTEMS. CONTRACTOR TO LOCATE, VERIFY AND PROTECT ALL UTILITIES.

CONTACT 802 CES PROJECT MANAGER FOR ANY QUESTIONS AND NECESSARY COORDINATION.

11.CONTRACTOR TO EXERCISE EXTREME CAUTION AROUND EXISTING FACILITIES, LIGHTS AND NAVIGATIONAL

AIDS. COMPLETE GRADING IN A MANNER THAT WILL NOT DAMAGE STRUCTURES. IMMEDIATELY NOTIFY

AIRFIELD MANAGEMENT AND 802 CES PROJECT MANAGER OF ANY PROBLEMS OR IF DAMAGE OCCURS.

EXISTING EDGE OF ASPHALT

EXISTING CONTOUR WITH ELEVATION

EXISTING EARTHEN LOW

AREA OF SOIL DISTURBANCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

FLOW ARROW

INLET PROTECTION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PAVEMENT AND GROUND SPOT ELEVATION

LEGEND

GENERAL NOTES:

AutoCAD SHX Text

TOUCHDOWN ZONE MARKINGS

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RUNWAY CENTERLINE STRIPE

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RUNWAY SIDE STRIPE

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RUNWAY SIDE STRIPE

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FIXED DISTANCE MARKING

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150' RUNWAY

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VARIABLE WIDTH SHOULDER APPOX 26' AT THIS LOCATION

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GRADING LIMITS

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EXISTING NAVIGATIONAL AIDS

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EXISTING NAVIGATIONAL AIDS

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DISTANCE REMAINING MARKER

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DISTANCE REMAINING MARKER

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AIRFIELD LIGHTING

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MAX 6%

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NO EARTHWORK TO OCCUR IN THIS AREA

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GRADE TO EXISTING

AutoCAD SHX Text

MATCHLINE SHEET C1.9

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MATCHLINE SHEET C1.7

AutoCAD SHX Text 764.43

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E764.43

AutoCAD SHX Text

PG764.43 EOP765.31

AutoCAD SHX Text CAUTION!! EXISTING UNDERGROUND UTILITIES, CONTRACTOR TO VERIFY LOCATIONS & PROTECT.

APPOX CUT/FILL THIS SHEET: CUT: 712 CY FILL: 2 CY NET: 710 CY

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