W912QR22R0020_Plans-0005.pdf
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- Solicitation number
- W912QR22R0020
About this file
This solicitation seeks proposals for a runway renovation project at Grissom Air Reserve Base. The project scope includes repairing taxiway throats and sections to full depth with Portland cement concrete, conducting a variable mill and asphalt concrete overlay for approximately 3.29 million square feet of runway, and repairing 1,200 linear feet of runway to full depth with concrete. Additional work consists of repairing runway shoulders, overruns, and airfield lighting circuits. Proposals are due to the Department of the Army Corps of Engineers Engineering District Louisville, with award anticipated by late 2022.
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RUNWAY 05-23
TAXIWAY F
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CIVILIAN
AIRCRAFT
APRON
MASS
PARKING
APRON
(MPA)
BASE BID
25 'RUNWAY SHOULDERS, ASSOCIATED
TAXIWAY SHOULDERS, AND
TAXIWAY A & D THROATS
SEE SHEETS GC101-GC102 FOR
PHASING INFORMATION
BASE BID
200' WIDE RUNWAY
(EXCL. PCC SECTIONS)
SEE SHEETS GC101-GC102
FOR PHASING INFORMATION
BASE BID
RUNWAY OVERRUNS
SEE SHEETS GC101-GC102
FOR PHASING INFORMATION
BASE BID
RUNWAY OVERRUNS
SEE SHEETS GC101-GC102
FOR PHASING INFORMATION
BID OPTION #1
TAXIWAY G/MPA
SEE SHEET GC103 FOR
PHASING INFORMATION
PCC PAVEMENT
SECTIONS TO REMAIN
CONTRACTOR'S HAUL ROUTE (TYP.)
SEE NOTE 12 AND SHEETS
GC101-GC105 FOR WORK/BID
OPTION-SPECIFIC AIRFIELD ACCESS,
HAUL ROUTES, AND SIGNAGE
TRANSIENT
APRON
~2 AC SITE CONTRACTOR
STAGING AREA
BID OPTION #1
TAXIWAY G/MPA
SEE SHEET GC104 FOR
PHASING INFORMATION
BID OPTION #1
TAXIWAY C THROAT (NORTH)
SEE SHEET GC105 FOR
PHASING INFORMATION
PCC PAVEMENT
SECTION TO REMAIN
BASE BID
25 'RUNWAY SHOULDERS, ASSOCIATED
TAXIWAY SHOULDERS, AND
TAXIWAY A & D THROATS
SEE SHEETS GC101-GC102 FOR
PHASING INFORMATION
BASE BID
TAXIWAY C THROAT (SOUTH)
SEE SHEETS GC101-GC102
FOR PHASING INFORMATION
AIRFIELD
ACCESS GATE
AVAILABLE OPTIONAL ON-SITE
BATCH PLANT SITE #2
~5 AC SITE. LIMITS OF ON-BASE
LOCATION TO BE CONFIRMED BY
BASE REPRESENTATIVE.
AVAILABLE OPTIONAL ON-SITE
BATCH PLANT SITE #1
~2.5 AC SITE. LIMITS OF ON-BASE
LOCATION TO BE CONFIRMED BY
BASE REPRESENTATIVE.
BASE ENTRANCE
SECURITY CHECKPOINT
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US Army Corps of Engineers
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GI111
GENERAL PLAN NOTES:
1. SEE WORK SUMMARY, THIS SHEET, FOR BASE BID AND CIVIL WORKS BID OPTION OVERVIEW.
2. SCHEDULE MANPOWER AND EQUIPMENT AS REQUIRED TO COMPLETE ALL SCHEDULED WORK WITHIN THE SPECIFIED TIME
FRAMES. SEE TIME FRAMES ON PHASING PLANS.
3. MAINTAIN COMMUNICATION AND PROJECT COORDINATION WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND BASE
OPERATIONS AT ALL TIMES.
4. AIRCRAFT OPERATING AREAS (AOA) SHALL REMAIN ACTIVE THROUGHOUT THE PROJECT EXCEPT DURING THE CLOSURE
PERIOD. PLACE LIGHTED LOW PROFILE BARRICADES AND/OR CHANNELIZER CONES AT THE LOCATIONS SHOWN ON THE
PHASING PLANS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE AND BASE OPERATIONS. LOW
PROFILE BARRICADES SHALL BE UTILIZED ADJACENT TO ALL AREAS WHERE AIRCRAFT ARE OPERATING.
5. NOTAMS SHALL BE ISSUED BY THE GOVERNMENT AFTER COORDINATING WITH THE CONTRACTING OFFICER'S
REPRESENTATIVE AND BASE OPERATIONS. NOTICE TO AIRMEN (NOTAMS) SHALL BE ISSUED FOR RUNWAY CLOSURES AND
REOPENING. COORDINATE, IN WRITING, SCHEDULED RUNWAY CLOSURES AND REOPENINGS A MINIMUM OF 72 HOURS IN
ADVANCE UNLESS OTHERWISE SPECIFIED.
6. REFER TO "ARTICLE II - GENERAL AND SPECIAL PROVISIONS" OF THE CONTRACT DOCUMENTS FOR ADDITIONAL SAFETY
CONSIDERATIONS.
7. THE LOCATION OF THE CONTRACTOR'S FIELD OFFICE AND STAGING AREA FOR STORING MATERIALS AND PARKING
CONSTRUCTION EQUIPMENT WILL BE PROVIDED BY THE BASE. THE BASE WILL INDICATE LOCATION OF WATER AND
ELECTRICITY SOURCES. THE CONTRACTOR SHALL COORDINATE THE UTILITY CONNECTIONS WITH THE PUBLIC UTILITY
COMPANIES. ALL COSTS ASSOCIATED WITH THE UTILITY CONNECTIONS AND MODIFICATIONS WILL BE BORNE BY THE
CONTRACTOR (SEE SPEC 00 80 00.00 06, PARA 1.10.A). THE ACTUAL SIZE OF THE STAGING AREA SHALL BE APPROVED BY BASE
OPERATIONS AND THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO COMMENCING WITH CONSTRUCTION. CLEARLY
MARK THE ACCESS ROUTES TO PREVENT CONSTRUCTION EQUIPMENT AND VEHICLES FROM ENTERING ACTIVE AIRFIELD
OPERATIONS AREAS. RESTORE THE STORAGE AREAS AND ACCESS ROUTES TO THEIR ORIGINAL OR IMPROVED CONDITION AS
WELL AS ROADS AT NO ADDITIONAL COST TO THE GOVERNMENT.
8. PROVIDE SUFFICIENT EROSION AND SILTATION CONTROL DEVICES TO ENSURE THAT NO SILT OR OTHER CONSTRUCTION
MATERIALS ARE DEPOSITED BEYOND THE PROJECT LIMITS. ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE IN
PLACE AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF EARTHWORK. .
9. LEGALLY DISPOSE OF ALL DEBRIS AND UNSATISFACTORY MATERIALS OFF GOVERNMENT PROPERTY IN ACCORDANCE WITH
FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.
10. VEHICLES AND EQUIPMENT SHALL AT ALL TIMES GIVE WAY TO AIRCRAFT OPERATIONS, SUPPORT VEHICLES, AND EMERGENCY
VEHICLES. CONTRACTOR VEHICLES/EQUIPMENT SHALL NOT ENTER ANY RUNWAY, TAXIWAY OR APRON IN THE AIR
OPERATIONS AREA (AOA) AT ANY TIME, WITHOUT PRIOR AUTHORIZATION FROM BASE OPERATIONS AND/OR THE
CONTRACTING OFFICER'S REPRESENTATIVE.
11. AT A MINIMUM, AT THE COMPLETION OF WORK EACH DAY, INSPECT THE WORK AREA AND VERIFY THAT ALL CONES, BARRICADES, AND LIGHTS ARE IN PLACE AND IN WORKING ORDER. CONTRACTOR SHALL CHECK IN BEFORE AND AFTER DAILY
WORK WITH AIRFIELD MANAGEMENT AND SECURITY FORCES.
12. HAUL ROUTES SHALL BE SUBMITTED AND APPROVED BY THE BASE PRIOR TO CONSTRUCTION. HAUL ROUTES SHOWN MAY BE
CHANGED AT BASE DIRECTION DUE TO MISSION REQUIREMENTS.
13. THOROUGHLY CLEAN VEHICLE TIRES PRIOR TO THE VEHICLES ENTERING THE AIRFIELD AND PRIOR TO LEAVING THE WORK
AREA. AT THE END OF EACH SHIFT, WITH THE CONTRACTING OFFICER'S REPRESENTATIVE, INSPECT THE ADJACENT
ROADWAYS, AS WELL AS PAVED HAUL ROUTES USED BY THE CONTRACTOR WITHIN AIRPORT PROPERTY, AND CLEAN DAILY.
14. DOCUMENT THE CONDITIONS OF ANY PROPOSED HAUL ROUTES AND STORAGE AREAS ON AIRPORT PROPERTY PRIOR TO THE
START OF CONSTRUCTION WITH CONCURRENCE FROM BASE OPERATIONS AND THE CONTRACTING OFFICER. PHOTOS/VIDEOS
ARE NOT PERMITTED ON THE AIRFIELD. HAUL ROADS AND STORAGE AREAS DAMAGED BY THE CONTRACTOR'S EQUIPMENT
SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BEFORE THE CONTRACT WILL BE CONSIDERED COMPLETE. ALL COSTS
FOR RESTORATION OF HAUL ROADS AND STORAGE AREAS SHALL BE AT NO ADDITIONAL COST TO THE GOVERNMENT .
15. HAUL ROUTES SHALL BE CLEANED DAILY WITH THE USE OF A SWEEPER TRUCK. CURBS, SIDEWALKS, AND GRASS SURFACES
THAT HAVE BEEN DAMAGED DUE TO HAULING TRAFFIC SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST
TO THE GOVERNMENT.
16. AT THE COMPLETION OF THE CONTRACT, ALL CONTRACTOR'S AND SUBCONTRACTOR'S FACILITIES SHALL BE REMOVED
PROMPTLY AND THE AREA LEFT CLEAN AND FREE OF ALL DEBRIS OR SURPLUS MATERIAL. ANY DISTURBED AREAS WITHIN THE
SITE (INCLUDING ALL AREAS ADJACENT TO AND WITHIN WORK AREAS, HAUL ROUTES, STAGING AREAS, AFFECTED DRAINAGE
SWALES & UTILITIES, AND DISTURBED AREAS CAUSED BY THE REMOVAL OF EROSION CONTROL MEASURES) SHALL BE
RESTORED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. FAILURE TO DO SO MAY
RESULT IN A DELAY OF PARTIAL/FINAL PAYMENT APPROVAL UNTIL AREA IS RESTORED. ALL COSTS ASSOCIATED WITH SITE
RESTORATION SHALL BE CONSIDERED INCIDENTAL TO THE VARIOUS PROJECT ITEMS. EROSION CONTROLS SHALL REMAIN IN
PLACE UNTIL GRASS IS ESTABLISHED.
17. THE CONTRACTOR MAY UTILIZE ONLY (1) OF THE (2) AVAILABLE LOCATIONS FOR AN ON-SITE PROJECT-SPECIFIC BATCH PLANT, AS INDICATED ABOVE. THE CONTRACTOR MAY ALSO ELECT TO UTILIZE SOME OFF-BASE ALTERNATE SITE THAT IS NO MORE
THAN 15 MINUTES OF HAUL TIME FROM THE PLACING SITE. ONCE SELECTED, THE BATCH PLANT LOCATION SHALL NOT BE
MOVED DURING THE LIFE OF THE PROJECT.
18. CONTRACTOR SHALL DOCUMENT EXISTING SITE CONDITIONS PRIOR TO MOBILIZATION OF BATCH PLANT(S). SITE SHALL BE
RESTORED TO PRE-USE CONDITION AFTER DEMOBILIZATION OF BATCH PLANT(S).
19. ANY TEMPORARY HAUL ROADS AND STAGING AREAS SHALL BE CONSTRUCTED BY THE CONTRACTOR AT NO ADDITIONAL COST
TO THE GOVERNMENT. ANY TEMPORARY SECURITY ACCESS GATE SHALL BE INSTALLED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE GOVERNMENT. THE REQUIREMENTS OF ANY ACCESS GATE SHALL BE COORDINATED WITH THE
CONTRACTING OFFICER AND BASE SECURITY FORCES FOR APPROVAL. ANY ACCESS GATE SHALL REMAIN CLOSED AND
LOCKED DURING ALL NON-WORK HOURS. ALL VEHICLES ARE SUBJECT TO SEARCH WHEN ENTERING THE INSTALLATION.
20. CONTRACTOR SHALL PROVIDE A SOILS TEST REPORTS FROM AN ACCREDITED ENVIRONMENTAL ENGINEERING FIRM BEFORE
MOBILIZATION AND AFTER DEMOBILZATION THAT CERTIFIES NO CONTAMINATION HAS BEEN DEPOSITED ON THE SITE. ANY
CONTAMINATION FOUND SHALL BE REMEDIATED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.
SCALE IN FEET
650 0
PLAN
NORTH
BASE BID (CTGB222011, FAC 955):
200' WIDE RUNWAY REHABILITATION
·· VARIABLE MILL AND OVERLAY
·· ASPHALT CONCRETE (AC) AND PORTLAND CEMENT
CONCRETE (PCC) DEMOLITION & REMOVAL
·· FULL-DEPTH PCC CONSTRUCTION
BASE BID (CTGB222011, FAC 955):
25' WIDE RUNWAY SHOULDERS AND ASSOCIATED TAXIWAY
SHOULDERS, TAXIWAYS A & D THROATS
·· CONSTANT MILL AND OVERLAY
·· EXTERIOR 25' FOD MITIGATION
BASE BID (CTGB222012, FAC 999):
RUNWAY OVERRUNS
·· CONSTANT MILL AND OVERLAY
BID OPTION 1 (CTGB222010, FAC 998):
PORTION OF TAXIWAY G (EAST) & ADJACENT SECTION
OF MASS PARKING APRON
·· MILL AND OVERLAY
·· AC AND PCC DEMOLITION & REMOVAL
·· FULL-DEPTH PCC CONSTRUCTION
BID OPTION 1 (CTGB222010, FAC 998):
PORTION OF TAXIWAY G (WEST) & ADJACENT SECTION
OF MASS PARKING APRON
·· MILL AND OVERLAY
·· AC AND PCC DEMOLITION & REMOVAL
·· FULL-DEPTH PCC CONSTRUCTION
BID OPTION 1 (CTGB2220009, FAC 998):
TAXIWAY C THROATS (NORTH)
·· AC AND PCC DEMOLITION & REMOVAL
·· FULL-DEPTH PCC CONSTRUCTION
·· MILL AND OVERLAY
BASE BID AND BID OPTIONS WORK SUMMARY
SEE SHEET GI113 & GI114 FOR ELECTRICAL BID OPTION WORK SUMMARIES
BASE BID (CTGB2220009, FAC 998):
TAXIWAY C THROATS (SOUTH)
·· AC AND PCC DEMOLITION & REMOVAL
·· FULL-DEPTH PCC CONSTRUCTION
ALL WORK ASSOCIATED WITH THE FOLLOWING WORK PACKAGES (AS AWARDED TO
THE CONTRACT) SHALL BE COMPLETED DURING THE DEFINED AIRFIELD CLOSURE
PERIOD.
· BASE BID
· OPTION #2
· OPTION #3
· OPTION #17
· OPTION #18
BID OPTION #1 MAY ALSO BE CONSTRUCTED DURING THE DEFINED AIRFIELD CLOSURE
PERIOD WITHOUT PHASING PROVISIONS AS PER SHEETS GC103, GC104, AND GC105.
HOWEVER, IF BID OPTION #1 IS AWARDED OUTSIDE OF THE DEFINED AIRFIELD
CLOSURE PERIOD, PHASING SHALL BE COMPLETED IN ACCORDANCE WITH GC103,
GC104, AND GC105. WORK PORTIONS (TAXIWAY G - EAST, TAXIWAY G - WEST, AND
TAXIWAY C THROAT - NORTH) SHALL NOT BE NOT BE CONSTRUCTED CONCURRENTLY.
EACH PORTION OF BID OPTION #1 MUST BE COMPLETED, ACCEPTED, AND OPEN TO
AIRCRAFT OPERATIONS PRIOR TO THE COMMENCEMENT OF THE ADJACENT PORTION.
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EXISTING SUBGRADE
RUNWAY 05-23 - 200' WIDE
RUNWAY SHOULDER - 50' RUNWAY SHOULDER - 50'
INLAY 3" MINIMUM HOT MIX ASPHALT (HMA) SURFACE COURSE TO
FINISHED GRADE AS SPECIFIED IN SECTION 32 12 15.13
± 2" EXISTING ASPHALT CONCRETE TO REMAIN
± 14" EXISTING REINFORCED PCC TO REMAIN
± 24" EXISTING BASE MATERIAL TO REMAIN
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RUNWAY 05-23 - 200' WIDE
TAXIWAY B - 35' RUNWAY SHOULDER - 50'
4" BASE COURSE DRAINAGE LAYER
AS SPECIFIED IN SECTION 32 11 23.23
18.5" NON-REINFORCED PCC AS
SPECIFIED IN SECTION 32 13 14.13
± 8" EXISTING BASE MATERIAL TO REMAIN
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± 14" EXISTING REINFORCED
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SEE C-303 FOR
PROPOSED SHOULDER
PAVEMENT
EXISTING GRADE
FINISHED GRADE
62.5'
6'
INLAY 3" MINIMUM HOT MIX ASPHALT (HMA) SURFACE COURSE TO
FINISHED GRADE AS SPECIFIED IN SECTION 32 12 15.13
± 3" EXISTING ASPHALT CONCRETE TO REMAIN
± 12" EXISTING NON-REINFORCED PCC TO REMAIN
± 4" EXISTING ASPHALT CONCRETE TO REMAIN
137.5'
FINISHED GRADE
EXISTING GRADE
± 3" EXISTING ASPHALT
CONCRETE TO REMAIN
8" BASE COURSE SEPARATION LAYER
AS SPECIFIED IN SECTION 32 11 20
EXISTING SUBGRADE
MEET EXISTING PCC
AND CONSTRUCT
THICKENED EDGE
EXPANSION JOINT.
SEE DETAIL D5 ON
SHEET C-505.
DOWELED CONSTRUCTION JOINT
(TYP.). SEE DETAIL D10 ON SHEET
C-502.
24" TRANSITION ZONE. SEE
DETAIL L18 ON SHEET C-505.
24" TRANSITION ZONE. SEE
DETAIL L18 ON SHEET C-505.
MEET PROPOSED AC AND
CONSTRUCT THICKENED EDGE
CONSTRUCTION JOINT. SEE
DETAIL D17 ON SHEET C-505.
24" TRANSITION ZONE. SEE
DETAIL L18 ON SHEET C-505.
DOWEL (TYP.).
SEE SHEET C-503.
SUBDRAIN PIPE. SEE SHEET
C-501 FOR DIMENSIONS
AND DETAILS (TYP.).
COMPACT AND PROOF ROLL
EXISTING SUBGRADE AS SPECIFIED
IN 31 00 00.00 06 STABILIZE
UNSUITABLE SUBGRADE AS
SPECIFIED IN SECTION 31 00 00.00 06
AND 32 11 13.13 AND AS AUTHORIZED
BY THE CONTRACTING OFFICER
INSTALL GEOTEXTILE
FABRIC AS SPECIFIED IN
31 05 19.13 AND LAP
OVER DRAIN TRENCH
1" - 3" VARIABLE MILL
EXISTING ASPHALT
CONCRETE
1" - 3" VARIABLE MILL
EXISTING ASPHALT
CONCRETE
MEET EXISTING AC AND SAW AND SEAL AS PER DETAIL M17
ON SHEET C-506.
20" NON-REINFORCED
PCC AS SPECIFIED IN
SECTION 32 13 14.13
SEE C-303 FOR
PROPOSED SHOULDER
PAVEMENT
SEE C-303 FOR
PROPOSED SHOULDER
PAVEMENT
± 8" EXISTING PCC TO
REMAIN
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C-301
BASE BID
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US Army Corps of Engineers
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SCALE: NTS
TYPICAL SECTION - RUNWAY 05-23 (STA 136+01.13 TO 137+01.13)
CP108
SCALE: NTS
TYPICAL SECTION - RUNWAY 05-23 (STA 41+05.83 TO 126+00.45)
CP101
NOTES (FOR C-301 TO C-302 ONLY):
1. TYPICAL SECTIONS SHOWN ARE A REPRESENTATION OF VARYING PAVEMENT SECTIONS. ACTUAL CONSTRUCTION SHALL BE BASED ON MILLING PLAN, SPOT GRADE PLAN, CROSS -SECTIONS, CONTRACTOR'S SURVEY, AND THE APPROVAL/DIRECTION OF THE CONTRACTING OFFICER.
2. APPLY TACK COAT BETWEEN LIFTS AS SPECIFIED IN SECTION 32 12 13, AND AT ANY PROPOSED-EXISTING ASPHALT PAVEMENT INTERFACE.
3. CONTRACTOR SHALL PERFORM CRACK REPAIRS OF THE MILLED SURFACE PER DETAILS IN SHEET C-506. LIMITS OF CRACK REPAIR SHALL BE AS APPROVED BY THE
CONTRACTING OFFICER.
4. CONTRACTOR SHALL SURVEY EXISTING SAWED ASPHALT CONCRETE JOINTS PRIOR TO MILLING OPERATIONS. UPON COMPLETION OF PAVING OPERATIONS, CONTRACTOR
SHALL SAW AND SEAL THE SURVEYED ASPHALT CONCRETE JOINTS AS PER DETAIL M17 ON SHEET C-501.
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COMPACT AND PROOF ROLL
EXISTING SUBGRADE AS SPECIFIED
IN 31 00 00.00 06 STABILIZE
UNSUITABLE SUBGRADE AS
SPECIFIED IN SECTION 31 00 00.00 06
AND 32 11 13.13 AND AS AUTHORIZED
BY THE CONTRACTING OFFICER
RUNWAY 05-23 - 200' WIDE
RUNWAY SHOULDER - 50'
4" BASE COURSE DRAINAGE LAYER
AS SPECIFIED IN SECTION 32 11 23.23
18.5" NON-REINFORCED PCC AS
SPECIFIED IN SECTION 32 13 14.13
± 8" EXISTING BASE
MATERIAL TO REMAIN
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62.5'
6'
INLAY 3" MINIMUM HOT MIX ASPHALT (HMA) SURFACE COURSE
TO FINISHED GRADE AS SPECIFIED IN SECTION 32 12 15.13
± 3" EXISTING ASPHALT CONCRETE TO REMAIN
± 12" EXISTING NON-REINFORCED PCC TO REMAIN
± 4" EXISTING ASPHALT CONCRETE TO REMAIN
75'
FINISHED GRADE
EXISTING GRADE
8" BASE COURSE
SEPARATION LAYER
AS SPECIFIED IN
SECTION 32 11 20
EXISTING SUBGRADE
RUNWAY SHOULDER - 50'
± 8" EXISTING BASE MATERIAL TO REMAIN
6'
INLAY 3" MINIMUM HOT MIX ASPHALT (HMA) SURFACE COURSE
TO FINISHED GRADE AS SPECIFIED IN SECTION 32 12 15.13
± 3" EXISTING ASPHALT CONCRETE TO REMAIN
± 12" EXISTING NON-REINFORCED PCC TO REMAIN
± 4" EXISTING ASPHALT CONCRETE TO REMAIN
EXISTING SUBGRADE
62.5'
DOWELED CONSTRUCTION JOINT
(TYP.). SEE DETAIL D10 ON SHEET
C-502.
DOWEL (TYP.). SEE
SHEET C-503.
24" TRANSITION ZONE. SEE
DETAIL L18 ON SHEET C-505.
24" TRANSITION ZONE. SEE
DETAIL L18 ON SHEET C-505.
MEET EXISTING AC AND SAW AND SEAL
AS PER DETAIL M17 ON SHEET C-506.
INSTALL GEOTEXTILE
FABRIC AS SPECIFIED IN
31 05 19.13 AND LAP
OVER DRAIN TRENCH
SUBDRAIN PIPE. SEE SHEET
C-501 FOR DIMENSIONS
AND DETAILS (TYP.).
1" - 3" VARIABLE MILL
EXISTING ASPHALT
CONCRETE
1" - 3" VARIABLE MILL
EXISTING ASPHALT
CONCRETE
MEET PROPOSED AC AND CONSTRUCT
THICKENED EDGE CONSTRUCTION
JOINT. SEE DETAIL D17 ON SHEET C-505.
MEET EXISTING AC AND SAW AND SEAL
AS PER DETAIL M17 ON SHEET C-506.
20"NON-REINFORCED
PCC AS SPECIFIED IN
SECTION 32 13 14.13
20" NON-REINFORCED
PCC AS SPECIFIED IN
SECTION 32 13 14.13
MEET PROPOSED AC AND
CONSTRUCT THICKENED EDGE
CONSTRUCTION JOINT. SEE
DETAIL D17 ON SHEET C-505.
SEE C-303 FOR
PROPOSED SHOULDER
PAVEMENT
SEE C-303 FOR
PROPOSED SHOULDER
PAVEMENT
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C-302
BASE BID
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US Army Corps of Engineers
U S
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C
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SCALE: NTS
TYPICAL SECTION - RUNWAY 05-23 (STA 137+01.13 TO STA 146+01.13)
CP108
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FINISHED GRADE
EXISTING SUBGRADE
TAXIWAY G - 75'MPA APRON - 125' TAXIWAY G SHOULDER - 25'
MEET EXISTING PCC WITH DOWELED EXPANSION
JOINT. SEE DETAIL D16 ON SHEET C-516.
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4" BASE COURSE DRAINAGE LAYER
AS SPECIFIED IN SECTION 32 11 23.23
20" NON-REINFORCED PCC AS
SPECIFIED IN SECTION 32 13 14.13
8" BASE COURSE SEPARATION LAYER
AS SPECIFIED IN SECTION 32 11 20
± 6" EXISTING PCC TO
REMAIN
2" HOT MIX ASPHALT (HMA)
SURFACE COURSE AS
SPECIFIED IN SECTION 32 12
15.13
MEET EXISTING AC
EXISTING GRADE
MEET EXISTING AC AND
SAW AND SEAL AS PER
DETAIL G17 ON SHEET C-515.
DOWEL (TYP.).
SEE SHEET
C-514
DOWELED CONSTRUCTION JOINT
(TYP.). SEE DETAIL D5 ON SHEET
C-513.
SUBDRAIN PIPE. SEE
SHEET C-512 FOR
DIMENSIONS AND DETAILS.
THICKENED EDGE EXPANSION JOINT. SEE DETAIL
M5 ON SHEET C-516.
EXISTING TAXIWAY EDGE
LIGHT AND ASSOCIATED
BASE CAN TO REMAIN
UNDISTURBED (TYP.)
COMPACT AND PROOF ROLL
EXISTING SUBGRADE AS SPECIFIED
IN 31 00 00.00 06 STABILIZE
UNSUITABLE SUBGRADE AS
SPECIFIED IN SECTION 31 00 00.00 06
AND 32 11 13.13 AND AS AUTHORIZED
BY THE CONTRACTING OFFICER
INSTALL GEOTEXTILE
FABRIC AS SPECIFIED IN
31 05 19.13 AND LAP
OVER DRAIN TRENCH
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C-305
OPTION #1
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US Army Corps of Engineers
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SCALE: NTS
TYPICAL SECTION - TAXIWAY G (STA 0+61.11 TO STA 11+18.28)
CP121
NOTES:
1. TYPICAL SECTIONS SHOWN ARE A REPRESENTATION OF VARYING PAVEMENT SECTIONS. ACTUAL CONSTRUCTION SHALL BE BASED ON MILLING PLAN, SPOT GRADE PLAN, CROSS -SECTIONS, CONTRACTOR'S SURVEY, AND THE APPROVAL/DIRECTION OF THE CONTRACTING OFFICER.
2. APPLY TACK COAT BETWEEN LIFTS AS SPECIFIED IN SECTION 32 12 13, AND AT ANY PROPOSED-EXISTING ASPHALT PAVEMENT INTERFACE.
3. CONTRACTOR SHALL PERFORM CRACK REPAIRS OF THE MILLED SURFACE PER DETAILS IN SHEET C-506. LIMITS OF CRACK REPAIR SHALL BE AS APPROVED BY THE
CONTRACTING OFFICER.
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FINISHED GRADE
EXISTING SUBGRADE
TAXIWAY G - 75'MPA APRON - 174.5' TAXIWAY G SHOULDER - 25'
CONSTRUCTION JOINT MEETING EXISTING
PCC. SEE DETAIL M15 ON SHEET C-517.
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2" MINIMUM HOT MIX ASPHALT
(HMA) SURFACE COURSE AS
SPECIFIED IN SECTION 32 12
15.13
MEET EXISTING AC
EXISTING GRADE
± 6" EXISTING AC TO REMAIN
NON-DOWELED CONSTRUCTION
JOINT. SEE DETAIL G17 ON SHEET
C-513.
2' CUTBACK OF EXISTING PCC PAVEMENT
TO BE REPLACED BY FULL DEPTH PCC.
DOWELED CONSTRUCTION JOINT.
SEE DETAIL D5 ON SHEET C-513.
THICKENED EDGE EXPANSION
JOINT. SEE DETAIL M5 ON SHEET
C-516.
4" BASE COURSE DRAINAGE LAYER
AS SPECIFIED IN SECTION 32 11 23.23
20" NON-REINFORCED PCC AS
SPECIFIED IN SECTION 32 13 14.13
8" BASE COURSE SEPARATION LAYER
AS SPECIFIED IN SECTION 32 11 20
DOWEL (TYP.).
SEE SHEET
C-514.
EXISTING TAXIWAY EDGE
LIGHT AND ASSOCIATED
BASE CAN TO REMAIN
UNDISTURBED (TYP.)
SUBDRAIN PIPE. SEE SHEET
C-512 FOR DIMENSIONS
AND DETAILS (TYP.).
COMPACT AND PROOF ROLL
EXISTING SUBGRADE AS SPECIFIED
IN 31 00 00.00 06 STABILIZE
UNSUITABLE SUBGRADE AS
SPECIFIED IN SECTION 31 00 00.00 06
AND 32 11 13.13 AND AS AUTHORIZED
BY THE CONTRACTING OFFICER
INSTALL GEOTEXTILE FABRIC
AS SPECIFIED IN 31 05 19.13
AND LAP OVER DRAIN TRENCH
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C-306
OPTION #1
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SCALE: NTS
TYPICAL SECTION - TAXIWAY G (STA 11+18.28 TO 14+93.28)
CP122
NOTES:
1. TYPICAL SECTIONS SHOWN ARE A REPRESENTATION OF VARYING PAVEMENT SECTIONS. ACTUAL CONSTRUCTION SHALL BE BASED ON MILLING PLAN, SPOT GRADE PLAN, CROSS -SECTIONS, CONTRACTOR'S SURVEY, AND THE APPROVAL/DIRECTION OF THE CONTRACTING OFFICER.
2. APPLY TACK COAT BETWEEN LIFTS AS SPECIFIED IN SECTION 32 12 13, AND AT ANY PROPOSED-EXISTING ASPHALT PAVEMENT INTERFACE.
3. CONTRACTOR SHALL PERFORM CRACK REPAIRS OF THE MILLED SURFACE PER DETAILS IN SHEET C-506. LIMITS OF CRACK REPAIR SHALL BE AS APPROVED BY THE
CONTRACTING OFFICER.
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TAXIWAY C NORTH - 85' AND VARIES TAXIWAY C SHOULDER - 7'
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8" BASE COURSE SEPARATION LAYER
AS SPECIFIED IN SECTION 32 11 20
3" MINIMUM HOT MIX ASPHALT
(HMA) SURFACE COURSE AS
SPECIFIED IN SECTION 32 12
15.13
± 8" EXISTING PCC TO
REMAIN
± 14" EXISTING AC TO REMAIN
FINISHED GRADE
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EXISTING GRADE
3" MINIMUM HOT MIX ASPHALT
(HMA) SURFACE COURSE AS
SPECIFIED IN SECTION 32 12
15.13
± 8" EXISTING PCC TO
REMAIN
± 14" EXISTING AC TO REMAIN
TAXIWAY C SHOULDER - 7'
16.5" NON-REINFORCED PCC AS
SPECIFIED IN SECTION 32 13 14.13
4" BASE COURSE DRAINAGE
LAYER AS SPECIFIED IN
SECTION 32 11 23.23
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MEET EXISTING AC
AND SAW AND SEAL
AS PER DETAIL M17
ON SHEET C-506.
MEET EXISTING AC
AND SAW AND SEAL
AS PER DETAIL M17
ON SHEET C-506.
DOWELED CONSTRUCTION JOINT
(TYP.). SEE DETAIL D5 ON SHEET
C-513.
DOWEL. SEE DETAILS
ON SHEET C-514 (TYP.).
CONSTRUCTION JOINT (TYP.). SEE
DETAIL G17 ON SHEET C-513.
EXISTING TAXIWAY EDGE
LIGHT AND ASSOCIATED
BASE CAN TO REMAIN
UNDISTURBED (TYP.)
REINFORCING STEEL. (WIRE
FABRIC OR BAR MAT). SEE
DETAILS ON SHEET C-514 (TYP.).
SUBDRAIN PIPE. SEE SHEET
C-512 FOR DIMENSIONS
AND DETAILS (TYP.).
COMPACT AND PROOF ROLL
EXISTING SUBGRADE AS SPECIFIED
IN 31 00 00.00 06 STABILIZE
UNSUITABLE SUBGRADE AS
SPECIFIED IN SECTION 31 00 00.00 06
AND 32 11 13.13 AND AS AUTHORIZED
BY THE CONTRACTING OFFICER
INSTALL GEOTEXTILE
FABRIC AS SPECIFIED
IN 31 05 19.13 AND LAP
OVER DRAIN TRENCH
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C-307
OPTION #1
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U S
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C
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SCALE: NTS
TYPICAL SECTION - TAXIWAY C NORTH
CP123
NOTES (FOR C-307 ONLY):
1. TYPICAL SECTIONS SHOWN ARE A REPRESENTATION OF VARYING PAVEMENT SECTIONS. ACTUAL CONSTRUCTION SHALL BE BASED ON MILLING PLAN, SPOT GRADE PLAN, CROSS -SECTIONS, CONTRACTOR'S SURVEY, AND THE APPROVAL/DIRECTION OF THE CONTRACTING OFFICER.
2. APPLY TACK COAT BETWEEN LIFTS AS SPECIFIED IN SECTION 32 12 13, AND AT ANY PROPOSED-EXISTING ASPHALT PAVEMENT INTERFACE.
3. CONTRACTOR SHALL PERFORM CRACK REPAIRS OF THE MILLED SURFACE PER DETAILS IN SHEET C-506. LIMITS OF CRACK REPAIR SHALL BE AS APPROVED BY THE
CONTRACTING OFFICER.
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TAXIWAY C NORTH - 146' AND VARIES
8" BASE COURSE SEPARATION LAYER
AS SPECIFIED IN SECTION 32 11 20
FINISHED GRADE
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EXISTING GRADE
EXISTING AC TO
REMAIN
TAXIWAY C SHOULDER
16.5" NON-REINFORCED PCC AS
SPECIFIED IN SECTION 32 13 14.13
4" BASE COURSE DRAINAGE
LAYER AS SPECIFIED IN
SECTION 32 11 23.23
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MEET EXISTING AC PAVEMENT.
CONSTRUCTION JOINT. SEE DETAIL
M18 ON SHEET C-530 (TYP.).
EXISTING
SUBGRADE
IN-FIELD
(GRASS)
DOWELED CONSTRUCTION JOINT
(TYP.). SEE DETAIL D10 ON SHEET
C-530.
EXISTING
BASE TO
REMAIN
DOWEL. SEE DETAILS
ON SHEET C-531 (TYP.).
MEET EXISTING GRADE
SUBDRAIN PIPE. SEE SHEET
C-529 FOR DIMENSIONS
AND DETAILS (TYP.).
EXISTING TAXIWAY EDGE
LIGHT AND ASSOCIATED
BASE CAN TO REMAIN
UNDISTURBED (TYP.)
REINFORCING STEEL. (WIRE
FABRIC OR BAR MAT). SEE
DETAILS ON SHEET C-531 (TYP.).
COMPACT AND PROOF ROLL
EXISTING SUBGRADE AS SPECIFIED
IN 31 00 00.00 06 STABILIZE
UNSUITABLE SUBGRADE AS
SPECIFIED IN SECTION 31 00 00.00 06
AND 32 11 13.13 AND AS AUTHORIZED
BY THE CONTRACTING OFFICER
INSTALL GEOTEXTILE
FABRIC AS SPECIFIED IN 31
05 19.13 AND LAP OVER
DRAIN TRENCH
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C-308
BASE BID
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US Army Corps of Engineers
U S
A
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C
O R
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I N
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SCALE: NTS
TYPICAL SECTION - TAXIWAY C SOUTH
CP124
NOTES (FOR C-308 ONLY):
1. TYPICAL SECTIONS SHOWN ARE A REPRESENTATION OF VARYING PAVEMENT SECTIONS. ACTUAL CONSTRUCTION SHALL BE BASED ON MILLING PLAN, SPOT GRADE PLAN, CROSS -SECTIONS, CONTRACTOR'S SURVEY, AND THE APPROVAL/DIRECTION OF THE CONTRACTING OFFICER.
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C-501
BASE BID
1"- 3" VARIABLE MILL EXISTING ASPHALT CONCRETE AND INLAY 3" MIN.
HOT MIX ASPHALT (HMA) SURFACE COURSE TO FINISHED GRADE AS
SPECIFIED IN SECTION 32 01 16.71 AND SECTION 32 12 15.13
18.5" NON-REINFORCED PCC AS SPECIFIED IN
SECTION 32 13 14.13
4" BASE COURSE DRAINAGE LAYER AS SPECIFIED
IN SECTION 32 11 23.23
8" SUBBASE COURSE (SEPARATION LAYER) AS
SPECIFIED IN SECTION 32 11 20
EXISTING ASPHALT CONCRETE TO REMAIN
FINISHED GRADE
EXISTING SUBGRADE
NOTES:
1. ASPHALT SURFACE COURSE (GRADATION 2) LIFTS SHALL BE NO LESS
THAN 1.5" AND NO GREATER THAN 3.0" AS PER SECTION 32 12 15.13.
REFER TO SECTION 32 12 15.13 FOR LEVELING COURSE (GRADATION 3)
LIFT THICKNESS REQUIREMENTS.
2. SUBGRADE COMPACTION WITHIN FULL-DEPTH AREAS SHALL BE AS
SPECIFIED IN SECTION 31 00 00.00 006 AND 32 11 13.13
COMPACT AND PROOF ROLL EXISTING SUBGRADE AS SPECIFIED IN 31 00 00.00 06
STABILIZE UNSUITABLE SUBGRADE AS SPECIFIED IN SECTION 31 00 00.00 06 AND 32 11
13.13 AND AS AUTHORIZED BY THE CONTRACTING OFFICER
FINISHED GRADE
SCALE: NTS
PARTIAL-DEPTH RUNWAY
M5
NOTES:
1. SEE SHEETS CG110 - CG118A FOR MILL DEPTHS.
2. CRACKSEAL THE MILLED SURFACE PRIOR TO THE PLACEMENT OF THE HMA
SURFACE COURSE AS PER DETAILS ON SHEET C-506.
EXISTING PAVEMENT COMPOSITION VARIES,
SEE SHEETS VF120 - VF132
TACKCOAT
SCALE: NTS
FULL-DEPTH PCC RUNWAY
F5
NOTE:
1. SUBGRADE AREAS DETERMINED TO BE UNSTABLE SHALL BE STABILIZED WITH LIME AS APPROVED
BY THE CONTRACTING OFFICER. REFER TO SECTION 32 11 13.13 FOR LIME STABILIZATION.
SCALE: NTS
SUBDRAIN DETAIL (RUNWAY)
M18
SCALE: NTS
TYPICAL SUBDRAIN PIPING DETAIL
A15
4"
12" MIN.
PROPOSED PAVEMENT
8" PVC PERFORATED SUBDRAIN
PIPE AS SPECIFIED IN 33 46 16
4' (MIN.)
SUBDRAIN PIPE INVERT SHALL BE PLACED
AT A MINIMUM OF 4'-0" BELOW FINISHED
GRADE ELEVATION. REFER TO INVERT
ELEVATIONS ON SHEETS CG101 - CG109
12" MIN.
PVC PERFORATED
PIPE. SIZE AS NOTED
ON PLANS.
C.O.
C.O.
PVC CARRIER PIPE
(SOLID). SIZE AS
NOTED ON PLANS
PVC WYE (TYP.). SIZE
AS NOTED ON PLANS.
PVC 45° ELBOW. SIZE
AS NOTED ON PLANS.
6' MIN. BETWEEN FITTINGS
COLLECTOR
PIPE (PERFORATED)
C
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2' MIN.
BETWEEN
FITTINGS
2'MIN.
THREADED CLEANOUT CAP.
PVC (SOLID) PIPE (TYP.).
SIZE AS NOTED ON PLANS.
CLEANOUT RISER
SEE DETAIL THIS
SHEET
CATCH BASIN OR
MANHOLE STRUCTURE
INSPECTION FRAME &
BOLTED COVER.
(AIRCRAFT RATED)
WITH LID LETTERED
"UD"
NEENAH FOUNDRY
R-3485-B OR
APPROVED EQUAL.
COLLECTOR
PIPE (PERFORATED)
C
A
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45° PVC
ELBOW
TOP OF CAP TO BE 3" BELOW FIN.
GRADE
DRAINAGE LAYER MATERIAL AS
SPECIFIED IN 32 11 23.23
INSTALL GEOTEXTILE FABRIC
AS SPECIFIED IN 31 05 19.13
AND LAP OVER DRAIN TRENCH
SCALE: NTS
A8
SUBDRAIN END CLEAN OUT RISER DETAIL
GRASS
TOP OF CAP TO BE 3" BELOW FIN.
GRADE
SCALE: NTS
F9
CLEANOUT IN GRASS
EXISTING PAVEMENT
CONCRETE COLLAR 36" X 36" AS
SPECIFIED IN 03 30 53
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THREADED
CLEANOUT CAP.
CATCH BASIN OR MAN
HOLE WALL
SUBDRAIN CARRIER PIPE
CORE DRILL AND MORTAR
PIPE ALL AROUND
INVERT
INSIDE FACE OF
MANHOLE
PIPE
M10
CORE DRILL CONNECTION
AT DRAIN STRUCTURE
SCALE: NTS
PVC (SOLID) PIPE (TYP.)
PVC CARRIER
PIPE (SOLID).
SIZE AS NOTED
ON PLANS.
PVC (SOLID) PIPE (TYP.).
SIZE AS NOTED ON PLANS.
PVC PERFORATED
PIPE (TYP.). SIZE AS
NOTED ON PLANS.
FULL-DEPTH PCC RUNWAY
SECTION, SEE DETAIL F5 ON
SHEET C-501
6' CUTBACK. SEE SHEETS
CD-108 - CD-109
EXISTING BASE
MATERIAL
GRASS, SEE DETAIL G10
THIS SHEET
SCALE: NTS
SUBDRAIN DETAIL (TAXIWAY C SOUTH)
A12
4"
12" MIN.
PCC PAVEMENT
6" PVC PERFORATED
SUBDRAIN PIPE AS
SPECIFIED IN 33 46 16
SUBDRAIN PIPE INVERT
SHALL BE PLACED AT A
MINIMUM OF 4' BELOW
FINISHED GRADE
ELEVATION. REFER TO
INVERT ELEVATIONS ON
SHEET CG120
12" MIN.
DRAINAGE LAYER
MATERIAL AS SPECIFIED
IN 32 11 23.23
INSTALL GEOTEXTILE
FABRIC AS SPECIFIED
IN 31 05 19.13 AND LAP
OVER DRAIN TRENCH
HOT MIX ASPHALT
EXISTING BASE
COURSE
4' (MIN.)
SCALE: NTS
G17
CLEANOUT IN PCC DETAIL
2' CIRCULAR
P C
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P I C
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SONOTUBE (OR EQUAL) FORM TO
REMAIN IN PLACE
ROUT OUT AT SURFACE AND FILL
WITH SILICONE SEALANT
PCC PAVEMENT
6X6 - W6xW6 WWF (CIRCULAR)
C
L E
A R
NOTE:
30" MIN OFFSET FROM SONOTUBE JOINT TO
NEAREST PROPOSED PAVEMENT JOINT
A M
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D M
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FULL-DEPTH PCC
TAXIWAY SECTION,
SEE DETAIL M4 ON
SHEET C-529
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24"
NOTE FOR 'TRANSITION ZONE': RUNWAY GRADES SHALL CONSTRUCTED PER THE 'GG SERIES'
(GRADING PLANS). MINOR GRADE ADJUSTMENTS WITHIN 24-INCHES OF THE RUNWAY EDGE IS
PERMISSIBLE TO PROVIDE A SMOOTH SURFACE INTERFACE WITH THE EXISTING SHOULDER.
24" MAX.
(TRANSITION ZONE)
3" - 5" EXISTING ASPHALT CONCRETE TO
REMAIN UNDISTURBED
RUNWAY PAVEMENT
EXISTING BASE LAYER TO
REMAIN UNDISTURBED
0"- 3" VARIABLE MILL EXISTING ASPHALT CONCRETE AND INLAY 3" MIN. HOT
MIX ASPHALT (HMA) SURFACE COURSE TO FINISHED GRADE AS SPECIFIED IN
SECTION 32 01 16.71 AND SECTION 32 12 15.13
EXISTING ASPHALT CONCRETE TO REMAIN
EXISTING PAVEMENT COMPOSITION VARIES, SEE
SHEETS VF-120 - VF-132
SEE DETAIL M17 ON C-506
TACKCOAT AND CRACKSEAL THE MILLED
SURFACE PRIOR TO THE PLACEMENT OF
THE HMA SURFACE COURSE
25' PROPOSED MILL AND INLAY PAVEMENT ON EXISTING BASE MATERIAL TO REMAIN
UNDISTURBED AND CRACK REPAIR AND SEAL EXTERIOR ±25' OF SHOULDER PAVEMENT
2" MILL AND INLAY HOT MIX ASPHALT (HMA) SURFACE
COURSE AS SPECIFIED IN SECTION 32 01 16.71 AND
SECTION 32 12 15.13
25'
SCALE: NTS
RUNWAY PAVEMENT-SHOULDER INTERFACE DETAIL
L18
JOINT SEAL DETAIL M11 ON SHEET
C-504
1/4" x 1/4"CHAMFER
EDGE (TYP)
SCALE: NTS
THICKENED EDGE EXPANSION JOINT - S
EDGE OF RUNWAY TO EXISTING CENTER OF EDGE LIGHT IS ±1'
SAWCUT AND
TACKCOAT
5' EDGE OF RUNWAY TO PROPOSED CENTER OF EDGE LIGHT
REFER TO E-SERIES FOR REMOVAL AND CONSTRUCTION OF EDGE LIGHTS.
EXISTING PCC PAVEMENT TO REMAIN UNDISTURBEDPROPOSED CONCRETE PAVEMENT
5' MIN. (TYP.)
FULL-DEPTH PCC RUNWAY AS PER
DETAIL F5 ON C-501
±25'
APPLY GILSONITE MODIFIED
EMULSION SEAL COAT AS SPECIFIED
IN 32 01 13.63 AND PERFORM CRACK
REPAIR AS PER DETAILS ON SHEET
C-506 AND AS SPECIFIED IN SECTION
32 01 17.61
± 8" REINFORCED PCC
6 - 9" NON-REINFORCED PCC
ASPHALT BOND BREAKER
8" NON-REINFORCED PCC
EXISTING BASE LAYER TO
REMAIN UNDISTURBED
18.5"
EXISTING PAVEMENT TO MILL AND OVERLAYPROPOSED CONCRETE PAVEMENT
SEE DETAIL G17 ON C-504
FULL-DEPTH PCC RUNWAY SECTION, SEE
DETAIL F5 ON SHEET C-501
INLAY 3" MIN. HOT MIX ASPHALT
SURFACE COURSE TO FINISHED GRADE
EXISTING ASPHALT CONCRETE
EXISTING 13.25" - 14.25"
(NON) REINFORCED PCC
6' CUTBACK SEE SHEETS
CD-108 - CD-109
8" - 14" EXISTING
BASE MATERIAL
NOTES:
1. EXISTING ASPHALT CONCRETE PAVEMENT AND UNDERLYING PCC PAVEMENT SHALL BE CUT BACK 72 INCHES FROM EDGE OF PROPOSED PAVEMENT. ALL
ASSOCIATED MATERIAL SHALL BE REMOVED TO A DEPTH OF 23 INCHES. THE PAVEMENT 'CUT BACK' LIMIT OF 72 INCHES SHALL BE REPLACED WITH ASPHALT
CONCRETE OVER PCC, 3 INCHES OVER 20 INCHES, RESPECTIVELY. ANY EDGE SPALLS IDENTIFIED ALONG THE EXISTING EDGE OF PAVEMENT SHALL BE REPAIRED
PRIOR TO THE PROPOSED CONCRETE PAVEMENT PLACEMENT.
2. THE CONTRACTOR SHALL VACUUM EXISTING PCC SURFACE TO REMAIN AND REMOVE ALL LOOSE MATERIALS AND DEBRIS PRIOR TO PLACEMENT ASPHALT
CONCRETE PAVEMENT,
3. ALL REBAR AND/OR WWF EXPOSED AS A PART OF DEMOLITION OPERATION SHALL BE TREATED WITH AN EPOXY BASED CORROSION-INHIBITING PAINT - 2 COATS.
4. THE CONTRACTOR SHALL TAKE ANY AND ALL PRECAUTIONS NOT TO UNDERMINE THE EXISTING PAVEMENT AND/OR BASE MATERIAL IDENTIFIED TO REMAIN. ALL
EXCAVATION OF BASE MATERIALS WITHIN 24-INCHES OF THE EXISTING PAVEMENTS TO REMAIN SHALL BE COMPLETED BY HAND. ANY AREAS OF EXISTING
PAVEMENT OR BASE MATERIAL UNDERMINED OR DAMAGED DURING EXCAVATION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL
EXPENSE TO THE GOVERNMENT.
5. A GUILLOTINE-BREAKER IS PROHIBITED FOR CONCRETE DEMOLITION PURPOSES IN AN EFFORT TO PRESERVE AND PROTECT UNDERLYING PAVEMENT COURSES
AND ADJACENT PAVEMENT TO REMAIN.
6. ALL EXCAVATION OF BASE MATERIALS WITHIN THE 72 INCH CUT BACK OF THE EXISTING PAVEMENTS SHALL BE COMPLETED BY HAND.
7. IF SUBGRADE IS ENCOUNTERED WITHIN THE 72" CUT BACK OF EXISTING PAVEMENT, COMPACT AND PROOF ROLL EXISTING SUBGRADE AS SPECIFIED IN 31 00 00.00
06.
EXISTING UNDERLYING
PAVEMENTS AND BASE
MATERIAL TO REMAIN
UNDISTURBED
SCALE: NTS
THICKENED EDGE CONSTRUCTION JOINT
RUNWAY PCC TO RUNWAY HMA INLAY -
D17
SEE DETAIL M17 ON C-506
SUBDRAIN SEE
DETAILS SHEET C-501
I
5'
INLAY 3" MIN. HOT MIX
ASPHALT SURFACE COURSE
TO FINISHED GRADE
M
I N
20" PROPOSED PCC
FOR TOP COURSE INTERFACE
(PCC-AC). SEE DETAIL M11 ON
C-504 FOR UNDERLYING
INTERFACE INTERFACE (PCC-PCC)
EXISTING BASE
MATERIAL TO
REMAIN.
NOTES:
1. THE CONTRACTOR SHALL EXERCISE CAUTION AT THE RUNWAY-SHOULDER INTERFACE. THE EXISTING EDGE OF PAVEMENT SHALL BE SAWCUT PRIOR TO THE PLACEMENT OF PROPOSED
PAVEMENT. THE CONTRACTOR SHALL VACUUM PAVEMENT SURFACES TO REMAIN AND REMOVE ALL LOOSE MATERIALS AND DEBRIS PRIOR TO PLACEMENT OF TACKCOAT AND ASPHALT
CONCRETE PAVEMENT.
2. THE CONTRACTOR SHALL TAKE ANY AND ALL PRECAUTIONS NOT TO UNDERMINE THE EXISTING PAVEMENT AND/OR BASE MATERIAL IDENTIFIED TO REMAIN. ANY AREAS OF EXISTING PAVEMENT
OR BASE MATERIAL UNDERMINED OR DAMAGED DURING EXCAVATION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT.
3. A GUILLOTINE-BREAKER IS PROHIBITED FOR PAVEMENT DEMOLITION PURPOSES IN AN EFFORT TO PRESERVE AND PROTECT UNDERLYING PAVEMENT COURSES AND ADJACENT PAVEMENT TO
REMAIN.
SHOULDER PAVEMENT
D5
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20" NON-REINFORCED PCC AS SPECIFIED IN 32 13 14.13
4" BASE COURSE (DRAINAGE LAYER) AS SPECIFIED
IN SECTION 32 11 23.23
FINISHED GRADE
8" SUBBASE COURSE (SEPARATION LAYER) AS SPECIFIED
IN SECTION 32 11 20
MILL 2" EXISTING ASPHALT CONCRETE AND INLAY 2" MIN HOT MIX ASPHALT
(HMA) SURFACE COURSE AS SPECIFIED IN SECTION 32 01 16.71 AND SECTION
32 12 15.13
FINISHED GRADE
11" - 12" EXISTING BASE COURSE
EXISTING SUBGRADE
EXISTING SUBGRADE
COMPACT AND PROOF ROLL EXISTING SUBGRADE AS SPECIFIED
IN 31 00 00.00 06
IF UNSTABLE SUBGRADE IS ENCOUNTERED, REFER TO NOTE 1
THIS SHEET
NOTE:
1. SUBGRADE AREAS DETERMINED TO BE UNSTABLE SHALL BE STABILIZED WITH LIME AS APPROVED BY THE
CONTRACTING OFFICER. REFER TO SECTION 32 11 13.13 FOR LIME STABILIZATION.
TACKCOAT
EXISTING ASPHALT CONCRETE TO REMAIN
SCALE: NTS
SUBDRAIN PIPING DETAIL
M11
SCALE: NTS
FULL-DEPTH PCC TAXIWAY/APRON
M4
SCALE: NTS
PARTIAL-DEPTH TAXIWAY SHOULDER
G4
SCALE: NTS
D10
SUBDRAIN END CLEAN OUT RISER DETAIL
SCALE: NTS
D17
SUBDRAIN IN-LINE CLEAN OUT RISER DETAIL
SCALE: NTS
J10
CLEANOUT IN ASPHALT DETAIL
SCALE: NTS
J17
CLEANOUT IN PCC DETAIL
6" CLEANOUT
6" PVC
PERFORATED
C.O.
C.O.
6" PVC CARRIER
PIPE (SOLID)
6"x6" PVC
WYE (TYP.)
6" PVC
45° ELBOW
6' MIN. BETWEEN FITTINGS
COLLECTOR
PIPE (PERFORATED)
C
A
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P
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2' MIN.
BETWEEN
FITTINGS
CLEANOUT RISER
SEE DETAIL THIS
SHEET
CATCH BASIN OR
MANHOLE STRUCTURE
COLLECTOR
PIPE (PERFORATED)
C
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P
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ASPHALT (TYP.)
THREADED CLEANOUT CAP.
TOP OF CAP TO BE 3" BELOW FIN.
GRADE
CONCRETE COLLAR 24" X 24" AS
SPECIFIED IN 03 30 53
2'MIN.
THREADED CLEANOUT CAP.
6" PVC (SOLID)
PIPE (TYP.)
INSPECTION FRAME & BOLTED
COVER. (AIRCRAFT RATED) WITH
LID LETTERED "UD"
NEENAH FOUNDRY R-3487 OR
APPROVED EQUAL.
45° PVC
ELBOW
2'MIN.
2'MIN.
TOP OF CAP TO BE
3" BELOW FIN. GRADE
THREADED CLEANOUT CAP.
45° ELBOW WITH
6" PVC (SOLID)
PIPE (TYP.)
TOP OF CAP TO BE 3" BELOW FIN.
GRADE
NOTE:
SUBDRAIN SHALL BE AS SPECIFIED IN 33 46 16
PAVEMENT SEE DETAIL J10
& J17 THIS SHEET
PAVEMENT SEE DETAIL J10 & J17
THIS SHEET
INSPECTION FRAME & BOLTED
COVER. (AIRCRAFT RATED) WITH
LID LETTERED "UD"
NEENAH FOUNDRY R-3487 OR
APPROVED EQUAL.
2' CIRCULAR
P C
C
D
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D I C
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T Y
P I C
C
T I O
N S
SONOTUBE (OR EQUAL) FORM TO
REMAIN IN PLACE
ROUT OUT AT SURFACE AND FILL
WITH SILICONE SEALANT
PCC PAVEMENT
6X6 - W6xW6 WWF (CIRCULAR)
C
L E
A R
NOTE:
30" MIN OFFSET FROM SONOTUBE JOINT TO
NEAREST PROPOSED PAVEMENT JOINT
3,000 PSI
CONCRETE AS
SPECIFIED IN
SECTION 03 30
SCALE: NTS
CARRIER PIPE TRENCH IN ASPHALT
NOTES:
1. ASPHALT SURFACE COURSE (GRADATION 2) LIFTS SHALL BE NO LESS
THAN 1.5" AND NO GREATER THAN 3.0" AS PER SECTION 32 12 15.13.
REFER TO SECTION 32 12 15.13 FOR LEVELING COURSE (GRADATION 3)
LIFT THICKNESS REQUIREMENTS.
2. SUBGRADE COMPACTION WITHIN FULL-DEPTH AREAS SHALL BE AS
SPECIFIED IN SECTION 31 00 00.00 006
CORE DRILL CONNECTION
AT DRAIN STRUCTURE
SCALE: NTS
D4
J9
CATCH BASIN OR MAN
HOLE WALL
SUBDRAIN CARRIER PIPE
CORE DRILL AND MORTAR
PIPE ALL AROUND
INVERT
INSIDE FACE OF
MANHOLE
PIPE
6" SDR (SOLID)
PIPE (TYP.)
6" PVC PERFORATED
PIPE (TYP.)
6" SDR (SOLID)
PIPE (TYP.)
6" PVC PERFORATED
PIPE (TYP.)
6" PVC (SOLID)
PIPE (TYP.)
MILL EXISTING ASPHALT
CONCRETE AS SPECIFIED IN
32 01 16.71 AND AND INLAY
HOT MIX ASPHALT SURFACE
COURSE AS SPECIFIED IN 32
12 15.13 TO A DEPTH
MATCHING ADJACENT
EXISTING ASPHALT
CONCRETE PAVEMENT TO
REMAIN UNDISTURBED.
SUBDRAIN
CARRIER PIPE
10' MIN.
4"
12" MIN. 12" MIN.
SCALE: NTS
SUBDRAIN DETAIL
M18
4"
12" MIN.
PCC PAVEMENT
6" PVC PERFORATED SUBDRAIN
PIPE AS SPECIFIED IN 33 46 16
SUBDRAIN PIPE INVERT SHALL
BE PLACED AT A MINIMUM OF
4' BELOW FINISHED GRADE
ELEVATION. REFER TO INVERT
ELEVATIONS ON SHEET CG120
12" MIN.
DRAINAGE LAYER MATERIAL AS
SPECIFIED IN 32 11 23.23
HOT MIX ASPHALT
EXISTING BASE
COURSE
4' (MIN.)
A M
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D M
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INSTALL GEOTEXTILE FABRIC
AS SPECIFIED IN 31 05 19.13
AND LAP OVER DRAIN TRENCH
FULL-DEPTH PCC
TAXIWAY/APRON, SEE
DETAIL M4 ON SHEET C-512
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16.5" NON-REINFORCED PCC AS SPECIFIED IN 32 13 14.13
4" BASE COURSE (DRAINAGE LAYER) AS SPECIFIED
IN SECTION 32 11 23.23
FINISHED GRADE
8" SUBBASE COURSE (SEPARATION LAYER) AS SPECIFIED
IN SECTION 32 11 20
SCALE: NTS
M4
FULL-DEPTH PCC TAXIWAY
EXISTING SUITABLE
SUBGRADE
COMPACT AND PROOF ROLL EXISTING SUBGRADE AS SPECIFIED
IN 31 00 00.00 06
IF UNSTABLE SUBGRADE IS ENCOUNTERED, REFER TO NOTES 1
ON THIS SHEET.
NOTE:
1. SUBGRADE AREAS DETERMINED TO BE UNSTABLE SHALL BE STABILIZED WITH LIME AS APPROVED BY THE
CONTRACTING OFFICER. REFER TO SECTION 32 11 13.13 FOR LIME STABILIZATION.
SCALE: NTS
D10
SUBDRAIN END CLEAN OUT RISER DETAIL
SCALE: NTS
D4
SUBDRAIN PIPING DETAIL
SCALE: NTS
D17
SUBDRAIN IN-LINE CLEAN OUT RISER DETAIL
SCALE: NTS
J10
CLEANOUT IN ASPHALT
SCALE: NTS
J7
CLEANOUT IN PCC
2' CIRCULAR
P C
C
D
E P
I N
D I C
A T
T Y
P I C
C
T I O
N S
SONOTUBE (OR EQUAL) FORM TO
REMAIN IN PLACE
ROUT OUT AT SURFACE AND FILL
WITH SILICONE SEALANT
PCC PAVEMENT
6X6 - W6xW6 WWF (CIRCULAR)
C
L E
A R
NOTE:
30" MIN OFFSET FROM SONOTUBE
JOINT TO NEAREST PROPOSED
PAVEMENT JOINT
NOTE:
SUBDRAIN SHALL BE AS SPECIFIED IN 33 46 16
NOTES:
1. ASPHALT SURFACE COURSE (GRADATION 2) LIFTS SHALL BE NO LESS
THAN 1.5" AND NO GREATER THAN 3.0" AS PER SECTION 32 12 15.13.
REFER TO SECTION 32 12 15.13 FOR LEVELING COURSE (GRADATION 3)
LIFT THICKNESS REQUIREMENTS.
2. SUBGRADE COMPACTION WITHIN FULL-DEPTH AREAS SHALL BE AS
SPECIFIED IN SECTION 31 00 00.00 006
SCALE: NTS
J17
CORE DRILL CONNECTION
AT DRAIN STRUCTURE
10" CLEANOUT
6" PVC
PERFORATED
C.O.
C.O.
6" PVC CARRIER
PIPE (SOLID)
10" X 10" X 6"
PVC WYE
(TYP.)
6" PVC
45° ELBOW
6' MIN. BETWEEN FITTINGS
COLLECTOR
PIPE (PERFORATED)
C
A
R
R
I
E
R
P
I
O
L
I
D
2' MIN.
BETWEEN
FITTINGS
CLEANOUT RISER
SEE DETAIL THIS
SHEET
CATCH BASIN OR
MANHOLE STRUCTURE
COLLECTOR
PIPE (PERFORATED)
C
A
R
R
I
E
R
P
I
O
L
I
D
ASPHALT (TYP.)
THREADED CLEANOUT CAP.
TOP OF CAP TO BE 3" BELOW FIN.
GRADE
CONCRETE COLLAR 24" X 24" AS
SPECIFIED IN 03 30 53
CATCH BASIN OR MAN
HOLE WALL
SUBDRAIN CARRIER PIPE
CORE DRILL AND MORTAR
PIPE ALL AROUND
INVERT
INSIDE FACE OF
MANHOLE
PIPE
6" SDR (SOLID)
PIPE (TYP.)
2'MIN.
THREADED CLEANOUT CAP.
PVC (SOLID) PIPE, SIZE AS
NOTED ON PLANS(TYP.)
INSPECTION FRAME & BOLTED COVER.
(AIRCRAFT RATED) WITH LID LETTERED
"UD" NEENAH FOUNDRY R-3487 (6"
RISER) OR R-3485-B (10" RISER) OR
APPROVED EQUAL.
45° PVC
ELBOW
TOP OF CAP TO BE 3" BELOW FIN.
GRADE
PAVEMENT SEE DETAIL J7 &
J10 THIS SHEET
PVC PERFORATED OR SOLID PIPE
AS SHOWN ON PLANS (TYP.)
SDR (SOLID) PIPE, SIZE AS
NOTED ON PLANS (TYP.)
3,000 PSI
CONCRETE AS
SPECIFIED IN
SECTION 03 30
SCALE: NTS
CARRIER PIPE TRENCH IN ASPHALT
M10
MILL EXISTING ASPHALT
CONCRETE AS SPECIFIED IN
32 01 16.71 AND AND INLAY
HOT MIX ASPHALT SURFACE
COURSE AS SPECIFIED IN 32
12 15.13 TO A DEPTH
MATCHING ADJACENT
EXISTING ASPHALT
CONCRETE PAVEMENT TO
REMAIN UNDISTURBED.
SUBDRAIN
CARRIER PIPE
10' MIN.
2'MIN.
TOP OF CAP TO BE
3" BELOW FIN. GRADE
THREADED CLEANOUT CAP.
45° ELBOW WITH
10" PVC
(SOLID) PIPE (TYP.)
NOTE:
SUBDRAIN SHALL BE AS SPECIFIED IN 33 46 16 (TYP.)
GRASS
TOP OF CAP TO BE 3" BELOW FIN.
GRADE
SCALE: NTS
G10
CLEANOUT IN GRASS
GRASS, SEE DETAIL G10
THIS SHEET
CONCRETE COLLAR 36" X 36" AS
SPECIFIED IN 03 30 53
INSPECTION FRAME & BOLTED
COVER. (AIRCRAFT RATED) WITH
LID LETTERED "UD"
NEENAH FOUNDRY R-3485-B OR
APPROVED EQUAL.
THREADED
CLEANOUT CAP.
10" PVC (SOLID) PIPE (TYP.)
10" PVC (SOLID)
PIPE (TYP.)
10" X 10" X 10" PVC
WYE (TYP.)
10" PVC CARRIER
PIPE (SOLID)
4"
12" MIN. 12" MIN.
M17
SUBDRAIN BELOW NEW PCC DETAIL
4"
12" MIN.
PCC PAVEMENT
6" PVC PERFORATED SUBDRAIN
PIPE AS SPECIFIED IN 33 46 16
SUBDRAIN PIPE INVERT SHALL
BE PLACED AT A MINIMUM OF
4' BELOW FINISHED GRADE
ELEVATION. REFER TO INVERT
ELEVATIONS ON SHEET CG120
12" MIN.
DRAINAGE LAYER MATERIAL AS
SPECIFIED IN 32 11 23.23
HOT MIX ASPHALT
EXISTING BASE
COURSE
4' (MIN.)
A M
E N
D M
E N
T
INSTALL GEOTEXTILE FABRIC
AS SPECIFIED IN 31 05 19.13
AND LAP OVER DRAIN TRENCH
FULL-DEPTH PCC
TAXIWAY, SEE DETAIL M4
ON SHEET C-529
W
2Q R
R
_P la ns -0
W
2Q R
R
_P la ns -0 x
S
D
S Dx S Dx S Dx S Dx S Dx S Dx
S Dx S Dx
S Dx S Dx
S Dx S Dx
S Dx S Dx x S
S D x
S D x
S
D
S D x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
S D
S Dx
S Dx S Dx
S Dx S Dx
S Dx S Dx
S Dx S Dx S Dx S Dx
S Dx S Dx S Dx S Dx
MANHOLE # 153TOP:797.30
FL: 796.
MANHOLE # 155
TOP:797.30
FL: 796.
MANHOLE # 155
TOP:797.30
FL: 796.
SIGN
PROVIDE
16 '- 2" STM @
1.0% TO EX. STM
SEWER
P
R
O
V
I
X
S
T
O
R
M
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
E
S
D
S
D
S
D
S
D
R
I
M
I
E
R
I
N
I
N
P
R
O
V
I
I
N
PROVIDE CB 2
RIM 797.00
INV. IN 24" 789.89 (SW)
INV. OUT 24" 789.89 (NE)
CB
CB
C
B
P
R
O
V
I
R
B
O
D
V
E
M
E
N
T
PROVIDE 468 '- 24" RCP @ 0.24%
E
R
I
M
I
N
V
N
V
N
V
O
T
T
O
M
P
R
O
V
I
I
N
P
R
O
V
I
O
R
M
S
E
W
E
R
P
R
O
F
I
E
M
C
B
PROVIDE CB 3
RIM 796.00
INV. IN 24" 791.01 (SW)
INV. OUT 24" 791.01 (NE)
SAWCUT EXIST PAVEMENT ALONG YELLOW PAINT LINE
SAWCUT EXIST PAVEMENT
SAWCUT EXIST
PAVEMENT
S
A
W
C
I
V
E
M
E
N
T
A
L
O
L
L
I
N
E
L
O
C
A
T
I
N
F
I
R
M
E
D
E
E
C
O
N
T
R
A
C
T
I
F
I
C
E
R
S
D
E
S
I
G
N
A
T
E
D
R
E
P
E
R
S
E
N
T
A
T
I
V
E
S
A
W
C
I
S
T
P
A
V
E
M
E
N
T
E X
S
T M
PROP.-25' WIDE SHOULDER
PROP.-30' WIDE TURF
P
R
O
P
O
U
L
D
E
R
P
R
O
P
R
F
R
E
G
R
A
W
A
R
A
I
N
O
S
I
G
N
S
I
G
N
S
I
G
N
S
I
G
N
P
R
O
V
I
W
E
R
P
R
O
V
I
W
E
P
R
O
V
I
M
S
E
W
S
D
PROVIDE 48 LF
OF 2" STM @ 1.0%
TO EX. STORM
P
R
O
V
I
S
T
O
R
M
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
PL PL PL PL PL PL PL PL PL
P
R
O
V
I
R
E
C
B
C
B
C
B CB
TAXIWAY 'G'
T
A
X
I
W
EXISTING PROFILE OVER
STORM DRAIN
1+00
-1+00
0+00
PROFILE B
1+45.00
P R
O V
I
P R
O P
P R
O V
ID
E
55 '- 8" S
TM
0.50%
EX. 12" STM.
E G
F G
A N
S I
D
D E
C
L O
U I S
V I L L E
K
E N
T U
C K
Y
D
R
M
A R
T
T H
K
N
G
J R
P
L A
C E
L O
U I S
V I L
S
T R
I C
T V
A R
I O
O
J E
C T
S
A
T
G
A R
B
G R
I S
S O
M
A
S
E R
S
E
I N
D I A
N A
J O
N E
S
F
R A
N K
L
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
C E
R T
I F
I E
D
F
I N
B
M I T
T A
L
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
PLAN
NORTH
SCALE IN FEET
50 0
PROP. P
ROFILE
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00-1+00 0+00
E X
C
B
R
I N
V
I N
V
PROVIDE CB 1
RIM 794.80
INV. 24" 788.32
PROVIDE CB 2
RIM 797.00
INV. 24" 789.89
PROVIDE CB 3
RIM 796.00
INV. 24" 791.01
PROVIDE 655 '- 24" RCP @ 0.24%
PROVIDE
41 '- 24"
RCP @
0.24% TO
EX. CB.
PROVIDE 468 '- 24" RCP @ 0.24%
PROVIDE 400 '- 24"
RCP @ 0.24%
EXISTING PROFILE OVER
STORM DRAIN
BORE U
NDER P
AVEM
ENT
12+00
PROPOSED PROFILE OVER
STORM DRAIN
PROFILE A
12+93.78
E G
F G
E G
F G
E G
F G
E G
F G
E G
F G
E G
F G
E G
F G
E G
F G
E G
F G
E G
F G
E G
F G
E G
F G
E G
F G
E G
F G
P
R
O
F
I
P
R
O
F
I
M A
T C
H
L I N
E
S
H E
A
M E
N D
M E
F
H
S
U H
A I L
R
S
U H
A I L
R
S
U H
A I L
R
D
O W
N S
P L A
N P
R O
F I L E
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
O
O
A
I N
CG213
OPTION #4
NOTE:
IN ADDITION TO THE EROSION AND SEDIMENT
CONTROL MEASURES SHOWN ON THIS SHEET,
THE EROSION AND SEDIMENT CONTROL
MEASURES SPECIFIED IN THE BASE BID
PACKAGE SHALL ALSO BE INCORPORATED AND
MAINTAINED OVER THE LIFE OF THE PROJECT.
KEY MAP
SCALE 1"=2000'
MATCH LINE SHEET CG127
W
2Q R
R
_P la ns -0
S Dx S Dx S Dx S Dx
S Dx S Dx
S Dx S Dx
S Dx S Dx
S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx S Dx
S Dx S Dx
S Dx S Dx
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D
S
D x
S
D x
S Dx S Dx S Dx
S Dx S Dx S Dx
S Dx S Dx S Dx S Dx
S Dx S Dx S Dx
S Dx S Dx S Dx
S Dx S Dx S Dx
S Dx S Dx S Dx S Dx
S Dx S Dx
S Dx S Dx S Dx
S Dx S Dx S Dx S Dx
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
PROVIDE 3 '- 2"
STM @ 1.0% TO
EX. STM SEWER
P R
O V
I D
E
S
E
X
S T
M
S
E W
E R
SD SD SD SD SD SD SD SD
PROVIDE CB 4
RIM 796.00
INV. 24" 791.97
CB
PROVIDE 400 '- 24" RCP @ 0.24%
SAWCUT EXIST. PAVEMENT
ALONG YELLOW PAINT LINE
SAWCUT EXIST.
PAVEMENT ALONG
YELLOW PAINT LINE
SAWCUT EXIST PAVEMENT
SAWCUT EXIST. PAVEMENT
SAWCUT EXIST. PAVEMENT
EX STM
S I G
N
EX. SIGN
30' WIDE SHOULDER
25' WIDE SHOULDER
25' WIDE TURF
30' WIDE TURF
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
CB
TAXIWAY 'G'
T A
X I W
M A
T C
H
L I N
E
S
H E
15+0014+00
15+48
PROVIDE CB 4
RIM 796.00
PROP. 24" 791.97
PROVIDE 400 '- 24" RCP @ 0.24%
EXISTING PROFILE OVER
STORM DRAIN
EXISTING PROFILE OVER
STORM DRAIN
E G
F G
E G
F G
E G
F G
E G
F G
PROPOSED PROFILE OVER
STORM DRAIN
A N
S I
D
D E
C
L O
U I S
V I L L E
K
E N
T U
C K
Y
D
R
M
A R
T
T H
K
N
G
J R
P
L A
C E
L O
U I S
V I L
S
T R
I C
T V
A R
I O
O
J E
C T
S
A
T
G
A R
B
G R
I S
S O
M
A
S
E R
S
E
I N
D I A
N A
J O
N E
S
F
R A
N K
L
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
C E
R T
I F
I E
D
F
I N
B
M I T
T A
L
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
PLAN
NORTH
SCALE IN FEET
50 0
13+00
V
E
R
T
I
C
A
L
HORIZONTAL
PROFILE 'A'
PROFILE 'A'
A
M E
N D
M E
F
H
S
U H
A I L
R
S
U H
A I L
R
S
U H
A I L
R
D
O W
N S
P L A
N P
R O
F I L E
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
O
O
A
I N
CG214
OPTION #4
NOTE:
IN ADDITION TO THE EROSION AND SEDIMENT
CONTROL MEASURES SHOWN ON THIS SHEET, THE
EROSION AND SEDIMENT CONTROL MEASURES
SPECIFIED IN THE BASE BID PACKAGE SHALL ALSO
BE INCORPORATED AND MAINTAINED OVER THE
LIFE OF THE PROJECT.
KEY MAP
SCALE 1"=2000'
MATCH LINE SHEET CG128
W
2Q R
R
_P la ns -0
| GI111 |
| C-301 |
| C-302 |
| C-305 |
| C-306 |
| C-307 |
| C-308 |
| C-501 |
| C-505 |
| C-512 |
| C-529 |
| CG103 |
| CG213 |
| CG214 |
File details come from the government source that posted it. Updated .