W912QR22B0010_Plans_Vol2-0000.pdf
PDF 12 MB Posted
- Attached to
- Pittsburgh ARS Apron Federal contract opportunity
- Solicitation number
- W912QR22B0010
About this file
This solicitation is for design/build services for Phase 1 and Phase 2 of the Pittsburgh ARS East/West Apron Project. The estimated construction cost is between $25-100 million. The NAICS code is 237310 and the size determination is $39.5 million. Bids must be submitted in hard copy by the deadline and cannot be emailed or faxed. This is a full and open competition requiring a 10% price evaluation preference for HUBZone small businesses. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Louisville.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Opening Results W912QR22B0010 Pittsburgh ARS Repair East-West Apron.pdf | ||
| W912QR22B0010_Plans-0001.pdf | ||
| W912QR22B0010_Specs-0001.pdf | ||
| W912QR22B0010_Plans_Vol1-0000 .pdf | ||
| W912QR22B0010_Specs-0000 .pdf |
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Text version
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G-001
OMAHA DISTRICT
PITTSBURGH AIR RESERVE STATION, PENNSYLVANIA
REPLACE EAST/WEST APRON AND TAXIWAY PAVEMENT
PHASE 2 P2: 496303
DECEMBER 2021
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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US Army Corps
LOUISVILLE DISTRICT
COMMAND
AIR FORCE RESERVE
911th AIRLIFT WING
INDEX
DESIGN FILE SHEET NO. DESCRIPTION
GENERAL
G-001PA27_G-001.DWG
CIVIL
PA27_CE501.DWG
PA27_CE101.DWG
PA27_CG502.DWG
PA27_CG501.DWG
PA27_CG402.DWG
PA27_CG401.DWG
PA27_CG102.DWG
PA27_CG101.DWG
PA27_CP503.DWG
PA27_CP502.DWG
PA27_CP501.DWG
PA27_CP402.DWG
PA27_CP401.DWG
PA27_CP201.DWG
PA27_CP102.DWG
PA27_CP101.DWG
PA27_CS502.DWG
PA27_CS501.DWG
PA27_CS102.DWG
PA27_CS101.DWG
PA27_CD201.DWG
PA27_CD102.DWG
PA27_CD101.DWG
CE501
CE101
CG502
CG501
CG402
CG401
CG102
CG101
CP503
CP502
CP501
CP402
CP401
CP201
CP102
CP101
CS502
CS501
CS102
CS101
CD201
CD102
CD101
EROSION & SEDIMENT CONTROL DETAILS
EROSION & SEDIMENT CONTROL PLAN
SUBDRAIN AND STORM DRAIN DETAILS
HEAVY DUTY AREA INLET DETAILS
SPOT ELEVATION PLAN - AREA 2
SPOT ELEVATION PLAN - AREA 1
GRADING AND DRAINAGE PLAN - AREA 2
GRADING AND DRAINAGE PLAN - AREA 1
REINFORCEMENT DETAILS
JOINT SEALANT DETAILS
JOINT DETAILS
JOINT LAYOUT PLAN - AREA 2
JOINT LAYOUT PLAN - AREA 1
PAVEMENT REPLACEMENT SECTIONS
PAVING PLAN - AREA 2
PAVING PLAN - AREA 1
PAVEMENT MARKING DETAILS - SHEET 2 OF 2
PAVEMENT MARKING DETAILS - SHEET 1 OF 2
SITE PLAN - AREA 2
SITE PLAN - AREA 1
PAVEMENT REMOVAL SECTIONS
REMOVAL PLAN - AREA 2
REMOVAL PLAN - AREA 1
COVER SHEET
17 August 2022
W912QR22B0010
W
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B0
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Pl an s_ Vo l2 -0
ARIMS: 200A Disposition: Maintain for 15yrs after construction
PIAP BH-19
PIAP BH-23
PIAP BH-20
PIAP BH-16
PIAP BH-03
PIAP BH-10
PIAP BH-04
PIAP BH-11
PIAP BH-24
PIAP BH-21
CORE A
CORE B
326337
319318425
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DOUBLE
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DOUBLE
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SLIDING
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DOUBLE
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DOUBLEGATE
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12" RCP S = 1136.666
6" CPP W = 1138.566
6" CPP NW = 1139.916
12" RCP N = 1136.686
RIM = 1141.116
12" RCP S = 1134.719
12" RCP N = 1134.809
RIM = 1139.309
12" RCP S = 1132.257
12" RCP N = 1132.327
RIM = 1136.707
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SCALE: 1" = 500' - 0"
KEY PLAN
SHEET KEYNOTES
DURING PHASE 2.
13. 12" PCC REMOVED AND REPLACED DURING PHASE 1A, TO BE REMOVED
12. LIMIT OF PAVEMENT MARKING REMOVALS.
11. EXISTING CLEANOUT TO BE REMOVED.
10. EXISTING CLEANOUT TO REMAIN.
9. EXISTING STORM DRAIN MANHOLE TO REMAIN.
8. EXISTING STORM DRAIN PIPE TO BE REMOVED.
7. EXISTING 6" SUBDRAIN PIPE TO BE REMOVED.
6. EXISTINT AREA INLET TO BE REMOVED.
5. EXISTING PAVEMENT MARKINGS TO REMAIN.
4. EXISTING PAVEMENT MARKINGS TO BE REMOVED.
3. EXISTING 6" CONCRETE CURB TO BE REMOVED.
2. DOUBLE OR TRIPLE FULL DEPTH VERTICAL SAWCUT, SEE NOTE 1.
1. SINGLE FULL DEPTH VERTICAL SAWCUT, SEE NOTE 2.
GENERAL SHEET NOTES
LEGEND
16" PCC TO BE REMOVED
AS NECESSARY TO BE REMOVED
4" ACC / 18" ABC / SUBGRADE
AS NECESSARY TO BE REMOVED
12" PCC / 12" RBC / SUBGRADE
TO BE REMOVED
6" ACC / 10" ABC
PCC PORTLAND CEMENT CONCRETE
ABC AGGREGATE BASE COURSE
STABILIZED DRAINAGE LAYERDL
11. SEE VOLUME 1 FOR PHASING REQUIREMENTS.
REQUIREMENTS.
SPECIFICATION SECTION 02 41 00 DEMOLITION FOR PAVEMENT REMOVAL
PAVEMENT REMOVAL AND REPLACEMENT AREA. REFERENCE
WATER FLOWING OVER EXISTING PAVEMENTS FROM ENTERING THE
MANAGEMENT. STORM WATER MANAGEMENT SHALL PREVENT STORM
PAVEMENTS TO REMAIN; DUST CONTROL; AND STORM WATER RUNOFF
METHODS AND EQUIPMENT; PAVEMENT PROTECTION FOR EXISTING
REMOVAL PLAN. THE PLAN SHALL ADDRESS PAVEMENT REMOVAL
10. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A PAVEMENT
WITH EXISTING PAVEMENTS TO REMAIN.
OPERATE ON THE PAVEMENT WITH THE BLADE OR BUCKET IN CONTACT
EQUIPMENT WITH A STEEL BUCKET OR BLADE WILL BE ALLOWED TO
9. NO BUCKET LOADERS, SKID LOADERS, GRADERS, OR OTHER SIMILAR
JOINTS.
CONSTRUCTION EQUIPMENT TRAFFICS OVER IT AND FORCES IT INTO THE
LEFT ON THE EXISTING PAVEMENTS CAUSES DAMAGE WHEN
EXISTING PAVEMENTS SHALL BE SWEPT DAILY. CONSTRUCTION DEBRIS
DURING THE REMOVAL/REPLACEMENT OPERATIONS. AT A MINIMUM,
8. THE EXISTING PAVEMENTS SHALL BE KEPT AS CLEAN AS POSSIBLE
DAMAGE TO PAVEMENTS TO REMAIN.
ON EXISTING PAVEMENT SHALL HAVE INFLATED RUBBER TIRES TO MINIMIZE
7. ALL PAVEMENT REMOVAL EQUIPMENT AND ANY OTHER EQUIPMENT USED
PARTIAL SLAB REPLACEMENTS WILL BE ALLOWED.
THIS PROJECT. SLABS SHALL BE REPLACED IN THEIR ENTIRETY; NO
THE CONTRACTOR’S EXPENSE IN ACCORDANCE WITH REQUIREMENTS OF
OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT
AND REPLACEMENT UNDER THIS CONTRACT THAT ARE DAMAGED DUE TO
REMAIN. ANY EXISTING SLABS THAT ARE NOT SCHEDULED FOR REMOVAL
6. CARE MUST BE TAKEN TO PREVENT DAMAGE TO EXISTING PAVEMENT TO
BUILTS. ACTUAL THICKNESSES MAY VARY SLIGHTLY FROM THOSE SHOWN.
THE LATEST PAVEMENT EVALUATION REPORT, PAVEMENT CORINGS AND AS
5. EXISTING PAVEMENT THICKNESSES ARE BASED ON A COMBINATION OF
REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.
THE CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND
AREA, OR INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY
4. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL
12" SPACING IN BOTH DIRECTIONS.
3. ALL EXISTING ODD SHAPED SLABS ARE REINFORCED WITH #4 REBAR AT
DEPTH, VERTICAL SAWCUT.
2. ALL ACC PAVEMENT REMOVALS SHALL BE INITIATED WITH A SINGLE FULL
AND TRIPLE SAWCUT DETAILS.
TRIPLE FULL DEPTH, VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE
1. PCC PAVEMENT REMOVAL SHALL BE INITIATED WITH A DOUBLE OR
ACC ASPHALTIC CEMENT CONCRETENORTH
PLAN
A1 SCALE: 1" = 30' - 0"
REMOVAL PLAN - AREA 1
W
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B0
0_
Pl an s_ Vo l2 -0
PIAP BH-05
PIAP BH-17
PIAP BH-12
PIAP BH-06
PIAP BH-13
BRASS DISK IN CONCRETE
ELEVATION = 1147.380
EASTING = 1283571.294
NORTHING = 432297.426
IAP 1
12" RCP NW = 1142.626
RIM = 1144.576
12" RCP NW = 1141.824
12" RCP SE = 1141.824
RIM = 1144.374
12" RCP N = 1142.897
RIM = 1145.137
12" RCP SW = 1141.511
12" RCP SE = 1141.621
RIM = 1145.721
12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
12" RCP SW = 1141.511
12" RCP SE = 1141.621
RIM = 1145.721
12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
326337
319318425
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SAND&GRAVEL STORAGE
APRON AREA
STAND
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ENGINE
SS
SS
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DOUBLE
GATE
DOUBLE
GATE
SLIDING
GATE
DOUBLE
GATE
DOUBLEGATE
DOUBLE
GATE
DOUBLE
GATE
DOUBLE
GATE
SLIDING
GATE
DOUBLE
GATES
DOUBLE
MAT. STOR.
HAZARD
to we rwa te r
M j i n d p
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SLIDING
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SLIDING
N
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C O
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36" RCP SE = 1134.004
36" RCP SW = 1134.004
RIM = 1145.004
6" PVC N = 1139.953
36" CMP E = 1140.478
36" RCP NW = 1137.428
RIM = 1138.258
12" RCP S = 1141.804
8" RCP N = 1141.954
RIM = 1145.654
36" CMP W = 1141.640
RIM = 1145.290
6" PVC N = 1127.192
36" RCP NW = 1131.742
36" RCP SE = 1131.706
RIM = 1143.012
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®of Engineers
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U .S
A
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CB
CB
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12" RCP SW = 1141.511
12" RCP SE = 1141.621
RIM = 1145.721
12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
.7
NORTH
PLAN
K17
SHEET KEYNOTES
DURING PHASE 2.
13. 12" PCC REMOVED AND REPLACED DURING PHASE 1A, TO BE REMOVED
12. LIMIT OF PAVEMENT MARKING REMOVALS.
11. EXISTING CLEANOUT TO BE REMOVED.
10. EXISTING CLEANOUT TO REMAIN.
9. EXISTING STORM DRAIN MANHOLE TO REMAIN.
8. EXISTING STORM DRAIN PIPE TO BE REMOVED.
7. EXISTING 6" SUBDRAIN PIPE TO BE REMOVED.
6. EXISTINT AREA INLET TO BE REMOVED.
5. EXISTING PAVEMENT MARKINGS TO REMAIN.
4. EXISTING PAVEMENT MARKINGS TO BE REMOVED.
3. EXISTING 6" CONCRETE CURB TO BE REMOVED.
2. DOUBLE OR TRIPLE FULL DEPTH VERTICAL SAWCUT, SEE NOTE 1.
1. SINGLE FULL DEPTH VERTICAL SAWCUT, SEE NOTE 2.
GENERAL SHEET NOTES
LEGEND
16" PCC TO BE REMOVED
AS NECESSARY TO BE REMOVED
4" ACC / 18" ABC / SUBGRADE
AS NECESSARY TO BE REMOVED
12" PCC / 12" RBC / SUBGRADE
TO BE REMOVED
6" ACC / 10" ABC
PCC PORTLAND CEMENT CONCRETE
ABC AGGREGATE BASE COURSE
STABILIZED DRAINAGE LAYERDL
11. SEE VOLUME 1 FOR PHASING REQUIREMENTS.
REQUIREMENTS.
SPECIFICATION SECTION 02 41 00 DEMOLITION FOR PAVEMENT REMOVAL
PAVEMENT REMOVAL AND REPLACEMENT AREA. REFERENCE
WATER FLOWING OVER EXISTING PAVEMENTS FROM ENTERING THE
MANAGEMENT. STORM WATER MANAGEMENT SHALL PREVENT STORM
PAVEMENTS TO REMAIN; DUST CONTROL; AND STORM WATER RUNOFF
METHODS AND EQUIPMENT; PAVEMENT PROTECTION FOR EXISTING
REMOVAL PLAN. THE PLAN SHALL ADDRESS PAVEMENT REMOVAL
10. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A PAVEMENT
WITH EXISTING PAVEMENTS TO REMAIN.
OPERATE ON THE PAVEMENT WITH THE BLADE OR BUCKET IN CONTACT
EQUIPMENT WITH A STEEL BUCKET OR BLADE WILL BE ALLOWED TO
9. NO BUCKET LOADERS, SKID LOADERS, GRADERS, OR OTHER SIMILAR
JOINTS.
CONSTRUCTION EQUIPMENT TRAFFICS OVER IT AND FORCES IT INTO THE
LEFT ON THE EXISTING PAVEMENTS CAUSES DAMAGE WHEN
EXISTING PAVEMENTS SHALL BE SWEPT DAILY. CONSTRUCTION DEBRIS
DURING THE REMOVAL/REPLACEMENT OPERATIONS. AT A MINIMUM,
8. THE EXISTING PAVEMENTS SHALL BE KEPT AS CLEAN AS POSSIBLE
DAMAGE TO PAVEMENTS TO REMAIN.
ON EXISTING PAVEMENT SHALL HAVE INFLATED RUBBER TIRES TO MINIMIZE
7. ALL PAVEMENT REMOVAL EQUIPMENT AND ANY OTHER EQUIPMENT USED
PARTIAL SLAB REPLACEMENTS WILL BE ALLOWED.
THIS PROJECT. SLABS SHALL BE REPLACED IN THEIR ENTIRETY; NO
THE CONTRACTOR’S EXPENSE IN ACCORDANCE WITH REQUIREMENTS OF
OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT
AND REPLACEMENT UNDER THIS CONTRACT THAT ARE DAMAGED DUE TO
REMAIN. ANY EXISTING SLABS THAT ARE NOT SCHEDULED FOR REMOVAL
6. CARE MUST BE TAKEN TO PREVENT DAMAGE TO EXISTING PAVEMENT TO
BUILTS. ACTUAL THICKNESSES MAY VARY SLIGHTLY FROM THOSE SHOWN.
THE LATEST PAVEMENT EVALUATION REPORT, PAVEMENT CORINGS AND AS
5. EXISTING PAVEMENT THICKNESSES ARE BASED ON A COMBINATION OF
REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.
THE CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND
AREA, OR INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY
4. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL
12" SPACING IN BOTH DIRECTIONS.
3. ALL EXISTING ODD SHAPED SLABS ARE REINFORCED WITH #4 REBAR AT
DEPTH, VERTICAL SAWCUT.
2. ALL ACC PAVEMENT REMOVALS SHALL BE INITIATED WITH A SINGLE FULL
AND TRIPLE SAWCUT DETAILS.
TRIPLE FULL DEPTH, VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE
1. PCC PAVEMENT REMOVAL SHALL BE INITIATED WITH A DOUBLE OR
ACC ASPHALTIC CEMENT CONCRETENORTH
PLAN
A1 SCALE: 1" = 30' - 0"
REMOVAL PLAN - AREA 2
W
2Q R
B0
0_
Pl an s_ Vo l2 -0
PRIOR TO REMOVAL
AREA TO BE REMOVED
WHEELSAW, 24" INSIDE
DEPTH SAWCUT, WITH
PROVIDE A SECOND FULL
DOWELS MAY BE PRESENT
THICKENED EDGE MAY BE PRESENT
EXISTING PAVEMENT TO REMAIN
PREVENT UNDERMINING OF
TO BE REMOVED
EXISTING PAVEMENT
DOWELS MAY BE PRESENT
THICKENED EDGE MAY BE PRESENT
EXISTING PAVEMENT TO REMAIN
PREVENT UNDERMINING OF
TO BE REMOVED
EXISTING PAVEMENT
12" INSIDE AREA TO BE REMOVED
" WIDE SAWCUT 8
DEPTH,
PROVIDE A THIRD FULL DAMAGE WILL NOT BE ALLOWED
USE OF HEAVY EQUIPMENT WHICH CAUSES
PREVENT DAMAGE TO PAVEMENT TO REMAIN.
BROKEN AND REMOVED WITH CARE TO
PAVEMENT WITHIN THIS AREA SHALL BE
EXISTING JOINT AT LIMITS OF REMOVAL
DIAMOND BLADE SAWCUT THROUGH
" WIDE,8
PROVIDE A FULL DEPTH,
EXISTING JOINT TYPE VARIES
DAMAGE WILL NOT BE ALLOWED
USE OF HEAVY EQUIPMENT WHICH CAUSES
PREVENT DAMAGE TO PAVEMENT TO REMAIN.
BROKEN AND REMOVED WITH CARE TO
PAVEMENT WITHIN THIS AREA SHALL BE
EXISTING JOINT AT LIMITS OF REMOVAL
DIAMOND BLADE SAWCUT THROUGH
" WIDE,8
PROVIDE A FULL DEPTH,
EXISTING JOINT TYPE VARIES
12" INSIDE AREA TO BE REMOVED
" WIDE SAWCUT 8
DEPTH,
PROVIDE A SECOND FULL
P A
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IP
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
IE
D F
IN
A
L S
E T
12" PCC TO BE REMOVED
6" ACC TO BE REMOVED
SCARIFY AND RECOMPACT 6" OF EXISTING ABC
EXISTING ABC TO REMAIN
NO SCALE
EXISTING ACC APRON PAVEMENT SECTION
12" RBC TO BE REMOVED
NO SCALE
EXISTING PCC PAVEMENT SECTION
NOT TO SCALE
DOUBLE SAWCUT DETAIL
PCC
NOT TO SCALE
TRIPLE SAWCUT DETAIL
PCC
PAVEMENT REMOVAL AREA
PAVEMENT REMOVAL AREA
REMOVAL AREA
INITIAL PAVEMENT
LEGEND:
- THE JOINT BETWEEN SLABS OF DIFFERENT SIZES.
- EXISTING PAVEMENT JOINTS ABUTTING EXISTING STRUCTURES.
EDGE EXPANSION JOINT EXISTS AT THE FOLLOWING LOCATIONS:
SURROUNDING PAVEMENT. THE CONTRACTOR SHALL ASSUME THAT A THICKENED
ASSUME THAT THE PAVEMENT AT THAT LOCATION IS 1.3 TIMES THE THICKNESS OF THE
6. AT LOCATIONS OF THICKENED EDGE EXPANSION JOINTS, THE CONTRACTOR SHALL
5. PREVENT UNDERMINING OF EXISTING PAVEMENT TO REMAIN.
PAVEMENT REMOVED, PLACE AND COMPACT NEW SUBBASE COURSE MATERIAL.
4. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS LESS THAN THE EXISTING
SUBGRADE AS NECESSARY TO CONSTRUCT THE THICKER NEW PAVEMENT SECTION.
PAVEMENT REMOVED, REMOVE EXISTING BASE COURSE, SUBBASE COURSE AND/OR
3. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS GREATER THAN THE EXISTING
2. SEE SHEETS CD101 AND CD102 FOR EXISTING PAVEMENT THICKNESSES.
PAVEMENT REPLACEMENT SECTION AS SHOWN ON SHEET CP201.
1. REMOVE EXISTING MATERIALS TO THE DEPTH NECESSARY TO INSTALL THE NEW
NOTE:
PORTLAND CEMENT CONCRETE
ASPHALT CEMENT CONCRETE
PCC
ACC
PCC
AGGREGATE BASE COURSEABC
SUBGRADE AS NECESSARY TO BE REMOVED
2" ACC TO BE REMOVED
14" ABC TO BE REMOVED
SUBGRADE AS NECESSARY TO BE REMOVED
NO SCALE
EXISTING ACC SHOULDER PAVEMENT SECTION
RIGID BASE COURSERBC
W
2Q R
B0
0_
Pl an s_ Vo l2 -0
326337
319318425
S A B R E S
T
SA
BRE
ST
DEF
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SE
A
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AVE
D E F
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SA
BR
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T
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A N
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CARTER ST
ALP
HA
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ALPHA ST
SABRE
ST
PI
C N
IC
P
A V
V O L L E Y B A L L
SAND&GRAVEL STORAGE
APRON AREA
STAND
TEST
ENGINE
SS
SS
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DOUBLE
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DOUBLE
GATE
SLIDING
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DOUBLE
GATE
DOUBLEGATE
DOUBLE
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DOUBLE
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DOUBLE
GATE
SLIDING
GATE
DOUBLE
GATES
DOUBLE
MAT. STOR.
HAZARD
to we rwa te r
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N
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R
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C O
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N-2
B A S K E T B A L L
CO
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TP
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CO
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M A
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
C E
R T
IF
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CB
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CB
CB
CB
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CB COCO
CO
CO
CO
CB
R 90'
R
R90'
R
NORTH
PLAN
K17
LEGEND
AIR FORCE AIRCRAFT TIE DOWN
5. SEE VOLUME 1 FOR PHASING REQUIREMENTS.
REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.
BY THE CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND
AREA, OR INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED
4. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL
OR DIMENSIONED ON THE DRAWINGS FOR CLARITY.
REFLECTIVE 6” BLACK MARKING. THE 6”BLACK MARKING IS NOT SHOWN
3. ALL NEW PAVEMENT MARKINGS SHALL BE OUTLINED WITH A NON-
2. SEE SHEET CS502 FOR TIE DOWN AND STATIC GROUND DETAILS.
1. SEE SHEET CS501 FOR PAVEMENT MARKING DETAILS.
GENERAL SHEET NOTES
SHEET KEYNOTES
6. NEW PARKING POSITION DESIGNATION MARKING.
5. NEW ENTRY CONTROL POINT MARKING.
4. NEW RESTRICTED AREA WARNING SIGN.
3. NEW 6”RETRO REFELCTIVE RED RESTRICTED AREA MARKING.
2. NEW APRON EDGE MARKING.
1. NEW RETRO-REFELCTIVE TAXILANE CENTERLINE MARKING..
STATIC GROUND POINT
CO
NEW HEAVY DUTY AREA INLET
NEW SUBDRAIN OBSERVATION RISER
CB
NORTH
PLAN
A1 SCALE: 1" = 30' - 0"
SITE PLAN - AREA 1
W
2Q R
B0
0_
Pl an s_ Vo l2 -0
BRASS DISK IN CONCRETE
ELEVATION = 1147.380
EASTING = 1283571.294
NORTHING = 432297.426
IAP 1
12" RCP NW = 1142.626
RIM = 1144.576
12" RCP NW = 1141.824
12" RCP SE = 1141.824
RIM = 1144.374
12" RCP N = 1142.897
RIM = 1145.137
12" RCP SW = 1141.511
12" RCP SE = 1141.621
RIM = 1145.721
12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
12" RCP SW = 1141.511
12" RCP SE = 1141.621
RIM = 1145.721
12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
326337
319318425
S A B R E S
T
SA
BRE
ST
DEF
EN
SE
A
VE
MILLER ST
AVE
D E F
E N
S E
A
V E
SE
RGEANTS
W
AY
SA
BR
E S
T
H E
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ST
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ALPHA ST
SABRE
ST
PI
C N
IC
P
A V
V O L L E Y B A L L
SAND&GRAVEL STORAGE
APRON AREA
STAND
TEST
ENGINE
SS
SS
GATE
DOUBLE
GATE
DOUBLE
GATE
SLIDING
GATE
DOUBLE
GATE
DOUBLEGATE
DOUBLE
GATE
DOUBLE
GATE
DOUBLE
GATE
SLIDING
GATE
DOUBLE
GATES
DOUBLE
MAT. STOR.
HAZARD
to we rwa te r
M j i n d p
Q
R
GATE
SLIDING
C18
ECP
GATE
SLIDING
N
E
E
E
M
T8
S
G
H
I
J
K
L
M
N
O
P
Q
S
GATE
DOUBLE
GATE
DOUBLE
R
O B S T A C L E
C O
U R S E
N-2
B A S K E T B A L L
CO
CO
CB
D
BM
E
E
FUEL STORAGE
F
D
D
CO
D
D
D
D
D
D
F
CO
CO
36" RCP SE = 1134.004
36" RCP SW = 1134.004
RIM = 1145.004
6" PVC N = 1139.953
36" CMP E = 1140.478
36" RCP NW = 1137.428
RIM = 1138.258
12" RCP S = 1141.804
8" RCP N = 1141.954
RIM = 1145.654
36" CMP W = 1141.640
RIM = 1145.290
6" PVC N = 1127.192
36" RCP NW = 1131.742
36" RCP SE = 1131.706
RIM = 1143.012
P A
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C
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F
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B Y
C H
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K E
D B
Y
D R
A W
N B
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D B
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C O
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N O
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A
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M A
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
IE
D F
IN
A
L S
E T
COCB
CB CO
CB
CB
CB
CB
12" RCP SW = 1141.511
12" RCP SE = 1141.621
RIM = 1145.721
12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
R
R 90'
R2000'
NORTH
PLAN
K17
AIR FORCE AIRCRAFT TIE DOWN
5. SEE VOLUME 1 FOR PHASING REQUIREMENTS.
REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.
BY THE CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND
AREA, OR INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED
4. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL
OR DIMENSIONED ON THE DRAWINGS FOR CLARITY.
REFLECTIVE 6” BLACK MARKING. THE 6”BLACK MARKING IS NOT SHOWN
3. ALL NEW PAVEMENT MARKINGS SHALL BE OUTLINED WITH A NON-
2. SEE SHEET CS502 FOR TIE DOWN AND STATIC GROUND DETAILS.
1. SEE SHEET CS501 FOR PAVEMENT MARKING DETAILS.
GENERAL SHEET NOTES
SHEET KEYNOTES
6. NEW PARKING POSITION DESIGNATION MARKING.
5. NEW ENTRY CONTROL POINT MARKING.
4. NEW RESTRICTED AREA WARNING SIGN.
3. NEW 6”RETRO REFELCTIVE RED RESTRICTED AREA MARKING.
2. NEW APRON EDGE MARKING.
1. NEW RETRO-REFELCTIVE TAXILANE CENTERLINE MARKING..
STATIC GROUND POINT
CO
NEW HEAVY DUTY AREA INLET
NEW SUBDRAIN OBSERVATION RISER
CB
NORTH
PLAN
A1 SCALE: 1" = 30' - 0"
SITE PLAN - AREA 1
W
2Q R
B0
0_
Pl an s_ Vo l2 -0
6" REFLECTIVE RED MARKING
RESTRICTED AREA WARNING SIGN
SEE NOTE 1
BLACK BACKGROUND
SEE DETAIL A
6" REFLECTIVE RED MARKING
WHITE MARKING
REFELCTIVE
6" WIDE BY 3' LONG
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
IE
D F
IN
A
L S
E T
NOT TO SCALE
TAXIWAY CENTERLINE MARKING DETAIL
6" 6" 6"
18"
OUTLINE
6" BLACKOUTLINE
6" BLACK
NOTES:
1. ALL BLACK MARKINGS SHALL BE NON-REFLECTIVE.
R E
T R
O -R
E F
L E
C T
IV
E
Y E
L L
O W
M A
R K
IN
G
NOT TO SCALE
OUTLINE
6" BLACK
TAXIWAY/APRON EDGE MARKING DETAIL
NOTES:
1. ALL BLACK MARKINGS SHALL BE NON-REFLECTIVE.
RETRO-REFLECTIVE YELLOW MARKING
RETRO-REFLECTIVE YELLOW MARKING
OUTLINE
6" BLACK
NOT TO SCALE
NEW RESTRICTED AREA MARKING DETAIL
6" 6" 6"
OUTLINE
6" BLACK
Y E
L L
O W
M A
R K
IN
G
NOTES:
18"
SHALL BE NON-REFLECTIVE.
2. ALL BLACK MARKINGS
SHALL BE REFLECTIVE.
1. ALL YELLOW MARKINGS
NOT TO SCALE
DETAIL A
OUTLINE
6" BLACK
NOT TO SCALE
STOP BAR MARKING DETAIL
LETTERING - (TYP.)
REFLECTIVE YELLOW
18" HIGH BY 4" WIDE
MARKING - (TYP.)
YELLOW STOP BAR
12" WIDE REFLECTIVE
18" (TYP.)
18" (TYP.)
NOTES:
LETTERING.
BELOW, LEFT AND RIGHT OF REFLECTIVE YELLOW
1. BLACK BACKGROUND SHALL EXTEND 6" ABOVE,
3' (TYP.)
NO SCALE
RESTRICTED AREA MARKING DETAIL
SOLID WHITE BACKGROUND
RESTRICTED AREA MARKING NOTES:
BE RED LETTERING.
AND "USED OF DEADLY FORCE AUTHORIZED" WHICH SHALL
1. ALL LETTERING SHALL BE BLACK EXCEPT THE "WARNING"
4.5'
.5
RESTRICTED AREA
WARNING
SEC. 21, INTERNAL SECURTITY ACT OF 1950; 50 U.S.C. 797
THE PROPERTY UNDER THEIR CONTROL ARE SUBJECT
IT IS UNLAWFUL TO ENTER THIS AREA WITHOUT
PERMISSION OF THE INSTALLATION COMMANDER
WHILE ON THIS INSTALLATION ALL PERSONNEL AND
TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED.
DISTRIBUTION: F
SUPERSEDES AFVA 31-101 14 JULY 1995
PRESCRIBED BY AFI 31-101
15 OCTOBER 2000
AFVA 31-107
U.S. GOVERNMENT PRINTING OFFICE 2004-225-134
C - 17
NO SCALE
ENTRY CONTROL POINT MARKING DETAIL
A C
C S
H O
U L
D E
R P
C C
A P
R O
N
T A
X
IL
A N
E
W
2Q R
B0
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Pl an s_ Vo l2 -0
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S iz e .d s c ri
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US Army Corps
U .S
A
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A
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NUMBER DIMENSIONS
DIMENSION FEET
A .11 .56
.15 .65
.21 .75
.26 .78
.3 .86
.35 .90
.41 .95
.42 1.00
1.2
1.25
1.30
1.74
2.00
2.04
2.50
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W
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A1
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A3.45 1.10
.50 1.16
O
3.00
3.15
TAXILANE CL
TAXILANE CL
NOT TO SCALE
MARKING DETAIL
PARKING POSITION DESIGNATION
BLACK BACKGROUND
NON-REFLECTIVE
4' X 6'
12.5'
DESIGNATION
PARKING POSTION
REFLECTIVE YELLOW
W
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B0
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Pl an s_ Vo l2 -0
326337
319318425
S A B R E S
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CB
CB
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TO REMAIN
EXISTING PAVEMENT
TO REMAIN
EXISTING PAVEMENT
NORTH
PLAN
K17
2. SEE VOLUME 1 FOR PHASING REQUIREMENTS.
1. SEE SHEET CP201 FOR REPLACEMENT PAVEMENT SECTIONS.
GENERAL SHEET NOTES
RECOMPACT EXISTING SUBGRADE
COURSE MATERIAL / SCARIFY AND
NEW 16" PCC / 6" STAB. DL / 8" SUBBASE
AND RECOMPACT EXISTING SUBGRADE
NEW 4" ACC / 18" ABC (MIN) / SCARIFY
PORTLAND CEMENT CONCRETEPCC
ASPHALT CEMENT CONCRETEACC
AGGREGATE BASE COURSEABC
STABILIZED DRAINGE LAYERSTAB. DL
RECOMPACT EXISTING ABC
NEW 6" ACC / SCARIFY AND
NORTH
PLAN
A1
SCALE: 1" = 30' - 0"
PAVING PLAN - AREA 1
W
2Q R
B0
0_
Pl an s_ Vo l2 -0
EASTING = 1283571.294
NORTHING = 432297.426
IAP 1
12" RCP NW = 1142.626
RIM = 1144.576
12" RCP NW = 1141.824
12" RCP SE = 1141.824
RIM = 1144.374
12" RCP N = 1142.897
RIM = 1145.137
12" RCP SW = 1141.511
12" RCP SE = 1141.621
RIM = 1145.721
12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
12" RCP SW = 1141.511
12" RCP SE = 1141.621
RIM = 1145.721
12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
326337
319318425
S A B R E S
T
SA
BRE
ST
DEF
EN
SE
A
VE
MILLER ST
AVE
D E F
E N
S E
A
V E
SE
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T
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PI
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P
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STAND
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ENGINE
SS
SS
GATE
DOUBLE
GATE
DOUBLE
GATE
SLIDING
GATE
DOUBLE
GATE
DOUBLEGATE
DOUBLE
GATE
DOUBLE
GATE
DOUBLE
GATE
SLIDING
GATE
DOUBLE
GATES
DOUBLE
MAT. STOR.
HAZARD
to we rwa te r
M j i n d p
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R
GATE
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C18
ECP
GATE
SLIDING
N
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M
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FUEL STORAGE
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D
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D
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36" RCP SE = 1134.004
36" RCP SW = 1134.004
RIM = 1145.004
6" PVC N = 1139.953
36" CMP E = 1140.478
36" RCP NW = 1137.428
RIM = 1138.258
12" RCP S = 1141.804
8" RCP N = 1141.954
RIM = 1145.654
36" CMP W = 1141.640
RIM = 1145.290
6" PVC N = 1127.192
36" RCP NW = 1131.742
36" RCP SE = 1131.706
RIM = 1143.012
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C O
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M A
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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12" RCP SW = 1141.511
12" RCP SE = 1141.621
RIM = 1145.721
12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
.8
TO REMAIN
EXISTING PAVEMENT
.3
TO REMAIN
EXISTING PAVEMENT
NORTH
PLAN
K17
2. SEE VOLUME 1 FOR PHASING REQUIREMENTS.
1. SEE SHEET CP201 FOR REPLACEMENT PAVEMENT SECTIONS.
GENERAL SHEET NOTES
RECOMPACT EXISTING SUBGRADE
COURSE MATERIAL / SCARIFY AND
NEW 16" PCC / 6" STAB. DL / 8" SUBBASE
AND RECOMPACT EXISTING SUBGRADE
NEW 4" ACC / 18" ABC (MIN) / SCARIFY
PORTLAND CEMENT CONCRETEPCC
ASPHALT CEMENT CONCRETEACC
AGGREGATE BASE COURSEABC
STABILIZED DRAINGE LAYERSTAB. DL
RECOMPACT EXISTING ABC
NEW 6" ACC / SCARIFY AND
NORTH
PLAN
A1
SCALE: 1" = 30' - 0"
REMOVAL PLAN - AREA 1
W
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B0
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Pl an s_ Vo l2 -0
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NEW 16" PCC
NEW 6" ACC - SEE DETAIL A
(SCARIFIED AND RECOMPACTED)
6" OF EXISTING ABC
EXISTING ABC TO REMAIN
NO SCALE
NEW ACC APRON PAVEMENT SECTION
NEW 6" STABILIZED DRAINAGE LAYER
NO SCALE
NEW PCC PAVEMENT SECTION
COURSE MATERIAL
NEW 8" SUBBASE
NEW 2" ACC - SEE DETAILS B
NEW 8" ABC
COURSE MATERIAL
NEW 6" (MIN) SUBBASE
NO SCALE
NEW ACC SHOULDER PAVEMENT SECTION
W
2Q R
B0
0_
Pl an s_ Vo l2 -0
326337
319318425
S A B R E S
T
SA
BRE
ST
DEF
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SE
A
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DOUBLE
GATE
SLIDING
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DOUBLE
GATE
DOUBLEGATE
DOUBLE
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DOUBLE
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DOUBLE
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HAZARD
to we rwa te r
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
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G
IN
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C E
R T
IF
IE
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L S
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CB
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CO
CO
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TO REMAIN
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TO REMAIN
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D
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
D
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
BDDDDDDDDDDD
BDDDDDDDDDDD
BDDDDDDD
DDD
D
BDDDDDDDDDDD
RR
RR
RR
D D
D D
D D
D D
D D
D D
D D
D D
D D D D D D D D
D D D D D D D D
R
R
R
NORTH
PLAN
K17
STRUCTURE.
INSTALLED WITH A THICKENED EDGE EXPANSION JOINT SURROUNDING THE
5. ALL STRUCTURES WITHIN THE NEW PCC PAVEMENT AREA SHALL BE
NEW ACC JOINTS SHALL BE SEALED WITH POURED JOINT SEALANT.
SEALED WITH FIELD MOLDED JOINT SEALANT. ALL NEW/EXISTING PCC TO
EXPANSION JOINTS; AND NEW/EXISTING PCC EXPANSION JOINTS SHALL BE
4. ALL NEW PCC CONTRUCTION AND CONTRACTION JOINTS, NEW/NEW PCC
REINFORCEMENT DETAILS.
3. ENTIRE SLAB SHALL BE REINFORCED. SEE SHEET CP503 FOR
2. SEE SHEET CP502 FOR JOINT SEALANT DETAILS.
1. SEE SHEET CP501 FOR JOINT DETAILS
GENERAL SHEET NOTES
D DOWELED CONSTRUCTION JOINT
C SAWED CONTRACTION JOINT
E
B BUTT JOINT
R REINFORCED SLAB - SEE NOTE 3
EXPANSION JOINT
CO
NEW HEAVY DUTY AREA INLET
NEW SUBDRAIN OBSERVATION RISER
TE THICKENED EDGE EXPANSION JOINT
T THICKENED EDGE BUTT JOINT
CB
DOWELED SAWED CONTRACTION JOINT
NORTH
PLAN
A1
SCALE: 1" = 30' - 0"
JOINT LAYOUT PLAN - AREA 1
W
2Q R
B0
0_
Pl an s_ Vo l2 -0
326337
319318425
S A B R E S
T
SA
BRE
ST
DEF
EN
SE
A
VE
MILLER ST
AVE
D E F
E N
S E
A
V E
SE
RGEANTS
W
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STAND
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SS
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DOUBLE
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DOUBLE
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SLIDING
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DOUBLE
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DOUBLEGATE
DOUBLE
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DOUBLE
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U .S
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TO REMAIN
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C
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D D
D D
D D
D D
D D
D D
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NORTH
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K17
STRUCTURE.
INSTALLED WITH A THICKENED EDGE EXPANSION JOINT SURROUNDING THE
5. ALL STRUCTURES WITHIN THE NEW PCC PAVEMENT AREA SHALL BE
NEW ACC JOINTS SHALL BE SEALED WITH POURED JOINT SEALANT.
SEALED WITH FIELD MOLDED JOINT SEALANT. ALL NEW/EXISTING PCC TO
EXPANSION JOINTS; AND NEW/EXISTING PCC EXPANSION JOINTS SHALL BE
4. ALL NEW PCC CONTRUCTION AND CONTRACTION JOINTS, NEW/NEW PCC
REINFORCEMENT DETAILS.
3. ENTIRE SLAB SHALL BE REINFORCED. SEE SHEET CP503 FOR
2. SEE SHEET CP502 FOR JOINT SEALANT DETAILS.
1. SEE SHEET CP501 FOR JOINT DETAILS
GENERAL SHEET NOTES
D DOWELED CONSTRUCTION JOINT
C SAWED CONTRACTION JOINT
E
B BUTT JOINT
R REINFORCED SLAB - SEE NOTE 3
EXPANSION JOINT
CO
NEW HEAVY DUTY AREA INLET
NEW SUBDRAIN OBSERVATION RISER
TE THICKENED EDGE EXPANSION JOINT
T THICKENED EDGE BUTT JOINT
CB
DOWELED SAWED CONTRACTION JOINT
NORTH
PLAN
A1
SCALE: 1" = 30' - 0"
JOINT LAYOUT PLAN - AREA 2
W
2Q R
B0
0_
Pl an s_ Vo l2 -0
AFTER GRINDING OPERATION
FINISHED ACC SURFACE
COMPACTED ACC PAVEMENT
INITIALLY PLACED AND
NEW PAVEMENT
JOINT
DOWEL BAR
DOWEL BAR
DOWEL BAR DOWEL BAR
DOWELED LONGITUDINAL JOINT
DOWELED CONTRACTION JOINT
NEW PAVEMENT
P A
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U .S
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GREASE FREE END
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.362" DIA. BOTTOM
SPACER BARS WELDED
TO LEG CHAIRS 2 PER
ASSEMBLY
.362" DIA. TOP SPACER
BARS WELDED TO LEG
CHAIRS. 2 PER ASSEMBLY
1/8" R
T
/4
T
5' MIN.T=THICKNESS
OF PAVEMENT JOINT FILLER
NON-EXTRUDING
PREFORMED
(SEE NOTE 1)
JOINT SEAL
3/4" + 1/16"
NOT TO SCALE
THICKENED EDGE EXPANSION JOINT (NEW TO EXISTING PAVEMENT)
PAVEMENT
EXISTING
S
NOT TO SCALE
DOWELED SAWED CONTRACTION JOINT
DOWEL
DOWEL TO BE OILED
EPOXY COATED
ONE END OF
SPACING
FOR SIZE &
SEE TABLE 1
1 DOWEL LENGTH2/
T
D /2
T /2
D=DOWEL DIAMETER
T=THICKNESS OF PAVEMENT
ON SHEET CP502 FOR DIMENSIONS.
S = DEPTH OF INITIAL SAWCUT, SEE TABLE 1
(SEE NOTE 1)
JOINT SEAL
3/4" + 1/16"
1/8" R
/4
T
T
5' MIN.
STRUCTURE
OF PAVEMENT
T=THICKNESS
(SEE NOTE 1)
JOINT SEAL
S
T
T=THICKNESS OF PAVEMENT
(SEE NOTE 1)
SAWED JOINT
ON SHEET CP502 FOR DIMENSIONS.
S = DEPTH OF INITIAL SAWCUT, SEE TABLE 1
BUTT JOINT
D /2
T /2
T
DOWEL
ONE-HALF DOWEL LENGTH
PAINTED & OILED
DOWEL TO BE
ONE END OF
SPACING
FOR SIZE &
SEE TABLE 1
D=DOWEL DIAMETER
T=THICKNESS OF PAVEMENT
(SEE NOTE 1)
JOINT SEAL
NOTES:
2. SEE SHEET CP503 FOR PAVEMENT REINFORCEMENT DETAILS.
JOINT SEALANT DETAILS.
1. ALL NEW JOINTS SHALL BE BEVELED. SEE SHEET CP502 FOR
NOT TO SCALE
SAWED CONTRACTION JOINT
NOT TO SCALE
(NEW PAVEMENT BOTH SIDES)
CONSTRUCTION JOINT
DOWELED TRANSVERSE OR LONGITUDINAL
NOT TO SCALE
1/8" R
T
TABLE 1
PAVEMENT
THICKNESS
MAXIMUM DOWEL
SPACING
MINIMUM DOWEL
LENGTH TYPE OF DOWEL
1/8" R
T
NOT TO SCALE
BUTT JOINT
M
IN
NO SCALE
LOCATION DETAIL
DOGLEG DOWEL BAR
EDGE OF PCC
R A D
IU
S
.6
L
M
IN
0.
6L
M
IN
L
.6
L
M
IN
NO SCALE
LOCATION DETAIL
DOWEL BAR
M
IN
M
IN
12" MIN.12" MIN.
ACC PAVEMENT
PCC PAVEMENT
T
D /2
T /2
D=DOWEL DIAMETER
T=THICKNESS OF PAVEMENT
PAVEMENT
EXISTING
BE OILED
COATED DOWEL TO
THIS END OF EPOXY
SIZE AND SPACING
DOWELS - SEE TABLE 1 FOR
(SEE NOTE 1)
JOINT SEAL
EXISTING PAVEMENT
A HOLE DRILLED INTO THE
DOWEL TO BE GROUTED INTO
THIS END OF EPOXY COATED
ONE-HALF DOWEL LENGTH
NOT TO SCALE
CONSTRUCTION JOINT
DOWELED TRANSVERSE OR LONGITUDINAL
(NEW TO EXISTING PAVEMENT)
1/8" TO 1/4"
D=THICKNESS OF ACC PAVEMENT
TECHNIQUE WHERE NEW ACC PAVEMENT ABUTS NEW PCC PAVEMENT.
NOTE: SEE SPECIFICATION SECTION 32 12 15.13, FOR REQUIRED CONSTRUCTION
PCC - ACC JOINT INTERFACE DETAIL
T=THICKNESS OF PCC PAVEMENT
NOTE:
THE PREFORMED JOINT FILL SHALL EXTEND TO A DEPTH EQUAL TO THE THINNEST THICKENED EDGE.
WHEN THICKENED EDGE JOINTS ARE REQUIRED BETWEEN PAVEMENTS OF DIFFERING THICKNESSES, JOINT FILLER
NON-EXTRUDING
PREFORMED
NOT TO SCALE
THICKENED EDGE EXPANSION JOINT (PAVEMENT TO STRUCTURE)
NOTE:
BE SIZED FOR THE THINNER PAVEMENT, AND PLACED AT T/2 + D/2 OF THE THINNER PAVEMENT.
WHEN DOWELS ARE REQUIRED BETWEEN PAVEMENTS OF DIFFERING THICKNESS, DOWELS SHALL
1/8" R
T
/4
T
5' MIN.
NOT TO SCALE
THICKENED EDGE BUTT JOINT
.362" DIA. "VEE" LEG CHAIRS WELDED
AT ALL INTERSECTIONS TO TOP
AND BOTTOM SPACER BAR
.177" DIA. SPACER
WIRES WELDED TO TOP
SPACER BARS. 3 PER
ASSEMBLY TO BE
CLIPPED AFTER STAKING
DOWEL BASKET TIRE WIRES.
PINS OR ANCHORS. DO NOT CUT OR CRIMP THE
IN THE PROPER LOCATION BY MEANS OF SUITABLE
NOTE: 1. SECURELY HOLD THE BASKET ASSEMBLIES
NOT TO SCALE
DOWEL BASKET ASSEMBLY DETAIL
16" 18" 20" 1-1/4 INCH BAR
T
D /2
T /2
D=DOWEL DIAMETER
T=THICKNESS OF PAVEMENT
PAVEMENT
EXISTING
BE OILED
COATED DOWEL TO
THIS END OF EPOXY
SIZE AND SPACING
DOWELS - SEE TABLE 1 FOR
(SEE NOTE 1)
JOINT SEAL
EXISTING PAVEMENT
A HOLE DRILLED INTO THE
DOWEL TO BE GROUTED INTO
THIS END OF EPOXY COATED
ONE-HALF DOWEL LENGTH
NOT TO SCALE
CONSTRUCTION JOINT
DOWELED TRANSVERSE OR LONGITUDINAL
(SLABS OF DIFFERENT THICKNESSES)
W
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SHEET ID
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US Army Corps
U .S
A
R M
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DEPTH OF SAWCUT
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TO SURFACE DURING
INITIAL CONSTRUCTION
FINAL SAWCUT
FOR JOINT SEALANT
RESERVOIR
JOINT SEALANT
FIELD MOLDED
D
SEE NOTE 1
RECOMMENDATIONS
MANUFACTURERS
D = PER
NONREACTIVE BACKER ROD
TO FIT SNUG IN JOINT.
NONMOISTURE ABSORPTIVE
JOINT SEALANT,
SEALANT RECESS,
AND BACKER ROD
DEPTH AS REQUIRED FOR
PREFORMED NON-EXTRUDING
JOINT FILLER
"16
" + 4
- "16
" + 4
" BEVEL (TYP.)4
NON-EXTRUDING JOINT FILLER
" PREFORMED16
" + 4
NOT TO SCALE
FIELD MOLDED EXPANSION JOINT SEAL DETAILS
INITIAL FINISHED
TABLE 1
THICKNESS
PAVEMENT
SAWCUT - S
DEPTH OF INITIAL
NOTE:
DEPTH OF SEAL INSTALLATION FROM TOP OF PAVEMENT.
3. DEPTH OF FINAL SAWCUT FOR JOINT RESERVOIR SHALL TAKE INTO CONSIDERATION THE
2. ALL NEW PCC PAVEMENT SHALL BE SEALED WITH FIELD MOLDED JOINT SEALANT.
SURFACE OF THE PAVEMENT OR ABOVE THE EDGE OF THE BEVEL OR RADIUS.
THE EDGE OF THE BEVEL OR RADIUS. DO NOT PERMIT THE SEAL TO PROJECT ABOVE THE
", BELOW THE BOTTOM OF 8
", PLUS OR MINUS 8
INSTALL THE JOINT SEALANT AT A DEPTH OF
OTHERWISE DIRECTED. FOR BEVELED JOINTS OR JOINTS WITH A RADIUS AT THE SURFACE,
EXCEPT WHEN THE JOINT IS BEVELED OR HAS A RADIUS AT THE SURFACE, OR UNLESS
", BELOW THE PAVEMENT SURFACE 16
", PLUS OR MINUS 16
1.PLACE THE SEAL TO A DEPTH OF
NOT TO SCALE
1/4 INCH BEVEL DETAIL
PCC PAVEMENT SURFACE
JOINT
1/4" BEVEL
1/4"
/4
DEPTH OF SAWCUT
AS REQUIRED FOR
JOINT SEALANT,
SEALANT RECESS,
AND SEPARATION
FINAL SAWCUT FOR
JOINT SEALANT
RESERVOIR
D
SEE NOTE 1
POURED JOINT SEALANT
NONMOISTURE ABSORPTIVE
DEPTH OF SAWCUT
AS REQUIRED FOR
JOINT SEALANT,
SEALANT RECESS,
AND SEPARATION
RECOMMENDATIONS
MANUFACTURERS
D = PER
" MAX.8
" MIN. TO 2
" MAX.8
" MIN. TO 2
NOT TO SCALE
INITIAL FINISHED
PAVEMENT
NEW PCC
FINAL SAWCUT FOR
JOINT SEALANT
RESERVOIRTAPE
NONREACTIVE SEPARATION TAPE
TO FIT SNUG ON JOINT BOTTOM
TAPE
ACC ABUTTING PCC PAVEMENT SEALANT DETAILS
ACC PAVEMENT
NEW OR EXISITNG
PAVEMENT
NEW PCC
ACC PAVEMENT
NEW OR EXISITNG
DEPTH OF SAWCUT
AS REQUIRED FOR
JOINT SEALANT,
SEALANT RECESS,
AND BACKER ROD
TOOL EDGES OF CLOSURE LANES
AT CONSTRUCTION JOINTS TO DELINEATE
THE JOINT LOCATION FOR SAWING
FINAL SAWCUT FOR
JOINT SEALANT
RESERVOIR
CONSTRUCTION JOINT
D
SEE NOTE 1
FIELD MOLDED JOINT SEALANT
NONREACTIVE BACKER ROD
TO FIT SNUG IN JOINT.
NONMOISTURE ABSORPTIVE
DEPTH OF SAWCUT
AS REQUIRED FOR
JOINT SEALANT,
SEALANT RECESS,
AND BACKER ROD
CONSTRUCTION JOINT
RECOMMENDATIONS
MANUFACTURERS
D = PER
" MAX.8
" MIN. TO 2
" MAX.8
" MIN. TO 2
" R8
NOT TO SCALE
FIELD MOLDED CONSTRUCTION JOINT SEAL DETAILS
INITIAL FINISHED
D
SEE NOTE 1
FIELD MOLDED JOINT SEALANT
NONREACTIVE BACKER ROD
TO FIT SNUG IN JOINT.
NONMOISTURE ABSORPTIVE
DEPTH OF SAWCUT
AS REQUIRED FOR
JOINT SEALANT,
SEALANT RECESS,
AND BACKER ROD
CONSTRUCTION JOINT
RECOMMENDATIONS
MANUFACTURERS
D = PER
" MAX.8
" MIN. TO 2
NOT TO SCALE
FIELD MOLDED CONTRACTION JOINT SEAL DETAILS
INITIAL FINISHED
MANUFACTURER OF JOINT SEAL
DEPTH AS RECOMMENDED BY
JOINT SEAL
FINAL SAWCUT FOR
" MIN. INITIAL SAWCUT8
" MAX.8
" MIN. TO 2
S = SEE TABLE 1
" BEVEL (TYP.)4
16" 3"
" R8
W
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SHEET ID
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US Army Corps
U .S
A
R M
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1.
3.
NOTES:
4.
2.
s h DENOTES REINFORCED CONCRETE PAVEMENT DESIGN THICKNESS.
REINFORCING STEEL IS NOT CARRIED THROUGH JOINT.
SLABS TO BE REINFORCED ARE MARKED WITH R ON THE JOINT LAYOUT
SHEETS.
REINFORCING SHALL HAVE A MINIMUM STEELAS SHOWN IN TABLE 1.
MAXIMUM BAR SPACING SHALL NOT EXCEED 12-INCHES.
TABLE 1
A d h
TRANSVERSE CONTRACTION JOINT
3"
D-DENOTES DOWEL DIAMETER
3"
LAP
LONGITUDINAL CONSTRUCTION JOINT
DOWEL
D-DENOTES DOWEL DIAMETER
STEEL
REINFORCING
STEEL
REINFORCING
REINFORCING STEEL
3"
DOWELED JOINT
h d
1" d h d h
+1" d h
D
SECTION
BSECTION
d h
16"
REBAR SIZE
#4 @ 12" C.C. EACH WAY
A
B
BAR MAT - 24 BAR DIAMETERS
LAP SPACING :
NOTE:
LENGTH OF SLAB
LONGITUDINAL CONSTRUCTION JOINT3"
W
ID
T H
O F
S L
A B
LAP
TRANSVERSE CONTRACTION JOINT
BAR MAT
LENGTH OF MAT
L O
N G
IT
U
D
IN
A L
B A
R S
C T
O C
O F
O U
T S
ID
E
W
ID
T H
O F
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IT
U
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A L
B A
R S
P A
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IN
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TRANSVERSE BAR SPACING
TRANSVERSE BAR DIAMETER
LONGITUDINAL BAR DIAMTER
3"
NOT TO SCALE
DETAIL OF SLAB REINFORCEMENT
NOTE:
NOT TO SCALE
DETAIL OF BAR MAT
LENGTH OF LAP
BAR MAT - 24 BAR DIAMETERS
LAP SPACING :
NOT TO SCALE
DETAIL FOR TERMINATION OF STEEL JOINT
THICKNESS
PAVEMENT
h d
1"
W
2Q R
B0
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Pl an s_ Vo l2 -0
326337
319318425
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SS
SS
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DOUBLE
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DOUBLE
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SLIDING
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DOUBLE
GATE
DOUBLEGATE
DOUBLE
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DOUBLE
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DOUBLE
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DOUBLE
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DOUBLE
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to we rwa te r
M j i n d p
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CO
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CB COCO
CO
CO
CO
CB
PHASE 1B
AI 4 INSTALLED DURING
CONNECT TO EXISTING
INV. ELEV. = 1138.38
TOP ELEV. = 1142.38
OR X-1
INV. ELEV. = 1134.12
TOP ELEV. = 1138.12
OR V-1
INV. ELEV. = 1136.66
TOP ELEV. = 1140.66
OR W-1
NEW 6" INVS. = 1137.25
NEW 18" INV. OUT = 1136.05
NEW 18" INV. IN = 1136.25
RIM ELEV. = 1141.25
AI 7
NEW 6" INVS. = 1135.32
NEW 18" INV. OUT = 1134.32
NEW 18" INV. IN = 1134.52
RIM ELEV. = 1139.32
AI 6
NEW 6" INVS. = 1132.93
NEW 18" INV. OUT = 1132.03
NEW 18" INV. IN = 1132.23
RIM ELEV. = 1136.93
AI 5
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295.75 LF @ S = 0.38%
NEW 6" PERFORATED PIPE
SUBDRAIN LINE X
295.75 LF @ S = 0.40%
NEW 6" PERFORATED PIPE
SUBDRAIN LINE V
.6
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295.75 LF @ S = 0.45%
NEW 6" PERFORATED PIPE
SUBDRAIN LINE W
CB
CB
CB CO
CO
CO
NORTH
PLAN
K17
5. SEE VOLUME 1 FOR PHASING REQUIREMENTS.
CONTRACTING OFFICER, BY THE CONTRACTOR AT HIS OWN EXPENSE.
SHALL BE REPAIRED OR REPLACED, TO THE SATISFACTION OF THE
OPERATIONS. ALL EXISTING UTILIITES DAMAGED BY THE CONTRACTOR
IN PLACE AND PROTECTED FROM DAMAGE DUE TO THE CONTRACTOR'S
EXISTING UTILITIES. EXISTING UTILITIES TO REMAIN SHALL BE SUPPORTED
4. CONTRACTOR SHALL VERIFY THE EXACT DEPTH AND LOCATION OF ALL
(4-INCHES) AND SEEDED.
3. ALL AREAS THAT ARE DISTRUBED AND NOT PAVED SHALL BE TOPSOILED
GRADING PLAN SHEETS.
2. INSTALL SUBDRAIN AND STORM DRAIN SYSTEM AS SHOWN ON THESE
INDICATED, THE CONTOUR INTERVAL IS ONE FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE
GENERAL SHEET NOTES
CO
NEW HEAVY DUTY AREA INLET
NEW SUBDRAIN OBSERVATION RISER
NEW 18" CLASS V RCP
CB
NEW SUBDRAIN LINENORTH
PLAN
A1
SCALE: 1" = 30' - 0"
GRADING AND DRAINAGE PLAN - AREA 1
W
2Q R
B0
0_
Pl an s_ Vo l2 -0
EASTING = 1283571.294
NORTHING = 432297.426
IAP 1
12" RCP NW = 1142.626
RIM = 1144.576
12" RCP NW = 1141.824
12" RCP SE = 1141.824
RIM = 1144.374
12" RCP N = 1142.897
RIM = 1145.137
12" RCP SW = 1141.511
12" RCP SE = 1141.621
RIM = 1145.721
12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
12" RCP SW = 1141.511
12" RCP SE = 1141.621
RIM = 1145.721
12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
326337
319318425
S A B R E S
T
SA
BRE
ST
DEF
EN
SE
A
VE
MILLER ST
AVE
D E F
E N
S E
A
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BR
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SABRE
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C N
IC
P
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V O L L E Y B A L L
SAND&GRAVEL STORAGE
APRON AREA
STAND
TEST
ENGINE
SS
SS
GATE
DOUBLE
GATE
DOUBLE
GATE
SLIDING
GATE
DOUBLE
GATE
DOUBLEGATE
DOUBLE
GATE
DOUBLE
GATE
DOUBLE
GATE
SLIDING
GATE
DOUBLE
GATES
DOUBLE
MAT. STOR.
HAZARD
to we rwa te r
M j i n d p
Q
R
GATE
SLIDING
C18
ECP
GATE
SLIDING
N
E
E
E
M
T8
S
G
H
I
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K
L
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O
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DOUBLE
GATE
DOUBLE
R
O B S T A C L E
C O
U R S E
N-2
B A S K E T B A L L
CO
CO
CB
D
BM
E
E
FUEL STORAGE
F
D
D
CO
D
D
D
D
D
D
F
CO
CO
36" RCP SE = 1134.004
36" RCP SW = 1134.004
RIM = 1145.004
6" PVC N = 1139.953
36" CMP E = 1140.478
36" RCP NW = 1137.428
RIM = 1138.258
12" RCP S = 1141.804
8" RCP N = 1141.954
RIM = 1145.654
36" CMP W = 1141.640
RIM = 1145.290
6" PVC N = 1127.192
36" RCP NW = 1131.742
36" RCP SE = 1131.706
RIM = 1143.012
INV. ELEV. = 1140.87
TOP ELEV. = 1144.87
OR Y-1
INV. ELEV. = 1141.49
TOP ELEV. = 1145.49
OR Z-1
NEW 6" INV. = 1141.04
NEW 18" INV. = 1140.17
EX. RCP INV. = 1141.26
RIM ELEV. = 1145.17
AI 9
P A
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US Army Corps
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12" RCP SW = 1141.511
12" RCP SE = 1141.621
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12" RCP S = 1141.930
12" RCP N = 1141.960
RIM = 1145.210
295.75 LF @ S = 0.15%
NEW 6" PERFORATED PIPE
SUBDRAIN LINE Z
295.75 LF @ S = 0.29%
NEW 6" PERFORATED PIPE
SUBDRAIN LINE Y7
.3
L F
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NEW 6" INVS. = 1139.92
NEW 18" INV. OUT = 1138.64
NEW 18" INV IN = 1138.84
RIM ELEV. = 1143.92
AI 8
COCB
CB CO
NORTH
PLAN
K17
5. SEE VOLUME 1 FOR PHASING REQUIREMENTS.
CONTRACTING OFFICER, BY THE CONTRACTOR AT HIS OWN EXPENSE.
SHALL BE REPAIRED OR REPLACED, TO THE SATISFACTION OF THE
OPERATIONS. ALL EXISTING UTILIITES DAMAGED BY THE CONTRACTOR
IN PLACE AND PROTECTED FROM DAMAGE DUE TO THE CONTRACTOR'S
EXISTING UTILITIES. EXISTING UTILITIES TO REMAIN SHALL BE SUPPORTED
4. CONTRACTOR SHALL VERIFY THE EXACT DEPTH AND LOCATION OF ALL
(4-INCHES) AND SEEDED.
3. ALL AREAS THAT ARE DISTRUBED AND NOT PAVED SHALL BE TOPSOILED
GRADING PLAN SHEETS.
2. INSTALL SUBDRAIN AND STORM DRAIN SYSTEM AS SHOWN ON THESE
INDICATED, THE CONTOUR INTERVAL IS ONE FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE
GENERAL SHEET NOTES
CO
NEW HEAVY DUTY AREA INLET
NEW SUBDRAIN OBSERVATION RISER
NEW 18" CLASS V RCP
CB
NEW SUBDRAIN LINENORTH
PLAN
A1
SCALE: 1" = 30' - 0"
GRADING AND DRAINAGE PLAN - AREA 2
W
2Q R
B0
0_
Pl an s_ Vo l2 -0
326337
319318425
S A B R E S
T
SA
BRE
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DEF
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US Army Corps
U .S
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5.
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6.
5.
5.
5.
5.
5.
5.
7'
5.
5.
5.
5.
5.
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