Attachment 3 - Drawings Transient Apron.pdf
PDF 8 MB Posted
- Attached to
- Hill Air Force Base West & Transient Apron Paving Federal contract opportunity
- Solicitation number
- W91238-20-R-0055
About this file
This solicitation is for a construction project at Hill Air Force Base in Utah. The project includes demolishing existing concrete pavement, constructing new concrete pavement with a drainage layer and asphalt overlay, protecting utilities, and installing new airfield striping, aircraft mooring points, and grounding points. The solicitation was issued by the U.S. Army Corps of Engineers Sacramento District and involves products and services required for repair and construction of the West and Transient Apron at Hill Air Force Base.
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Text version
HILL AFB, UTAH
DEPARTMENT OF THE AIR FORCE
75TH AIR BASE WING
75TH CIVIL ENGINEER GROUP
PROJECT MANAGEMENT
KAL ARCHITECTS
12 MAUCHLY, UNIT J
IRVINE, CA 92618
PHONE 949.450.8420
PAVEMENT ENGINEER
AECOM
2020 L STREET, SUITE 400
SACRAMENTO, CA 95811
PHONE 916.414.5800
COST CONTROL
OCMI
8851 RESEARCH DR.
IRVINE, CA 92618
PHONE 949.476.2094
GEOTECHNICAL ENGINEER
AECOM
756 EAST WINCHESTER STREET, SUITE 400
SALT LAKE CITY, UT 84107
PHONE 801.904.4000
KAL ARCHITECTS
DESIGNER
A-E FIRM
DESCRIPTION
BY
ENGINEERING ASSISTANT
HILL AFB, UTAH
DATE
DATE
DATE
DATE
REVISION
DATE
DATE
DATE
ELECTRICAL REVIEW
MECHANICAL REVIEW
CIVIL/STRUCTURAL REVIEW
PHYS HANDICAP/INT DESIGN
BASE COMPREHENSIVE PLANNER
ARCHITECTURAL COMPATIBILITY
DEPARTMENT OF THE AIR FORCE
75TH AIR BASE WING
75TH CIVIL ENGINEER GROUP
DATE
DATE
DATE
DATE
DATE
WORK REQUEST NO.
PROJECT NUMBER
BASE PROJECT MANAGER
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
COMMUNICATIONS
SAFETY
DATE
FIRE DEPARTMENT
BIOENVIRONMENTAL REVIEW
ENVIRONMENTAL REVIEW
CUSTOMER-FUNCTIONAL REVIEW
CORROSION ENGINEER
ENERGY CONSERVATION REVIEW
FIRE PROTECTION REVIEW
SECURITY FORCES
CHIEF ENGINEER
CHIEF PROJECT MANAGEMENT
FORCE PROTECTION
APPROVED-75 CEG
TITLE SHEET
MAINTENANCE ENGINEERING
ISSUED FOR CONSTRUCTION
REPAIR TRANSIENT APRON
KRSM100035
1 21
17-APRIL-2020
PAUL WAITE
KRSM100035
17 - APRIL - 2020
G001
M. WONG, D. HUGHES
E. GELSANO
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OF
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SHEET
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IRVINE, CA 92618
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TEL: (949) 450-8420
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CONSTRUCTION MANAGEMENT
SOUTH GATE
WEST GATE
CONTRACTING
6038 ASPEN AVE
BLDG. 1289
NE
ROY GATE
CIVIL ENGR
5713 LAHM LANE
BLDG 593 N
FIRE DEPARTMENT
BLDG. 9
HILL AFB HAS CONDUCTED SURVEY FOR HAZARDOUS MATERIALS.
CONTRACTOR TO REVIEW THE SURVEY REPORT. LEAD AND/OR ASBESTOS
MAY BE PRESENT ON SITE. IF ENCOUNTERED, CONTACT HAFB PROJECT
MANAGER IMMEDIATELY.
FIRE RESISTIVE REQUIREMENTS
VICINITY MAP
LOCATION MAP
ROOFS - CEILINGS/FLOORS
EXTERIOR DOORS & WINDOWS
N = NO REQUIREMENT
FLOORS - CEILINGS/FLOORS
SHAFT ENCLOSURES
PARTITIONS - PERMANENT
STRUCTURAL FRAME
INTERIOR BEARING WALLS
EXTERIOR BEARING WALLS
BUILDING ELEMENT
MIXED OCCUPANCY RATIO
NUMBER OF STORIES
CODE REVIEW CRITERIA
TYPE(S) OF CONSTRUCTION
OCCUPANCY GROUP(S)
SCOPE OF WORK
FIRE SPRINKERS
PROJECT AREA
CODE CRITERIA
DRAWING INDEX
PROJECT LOCATION
GENERAL
01 G001 TITLE SHEET
02 G002 DRAWING INDEX, CODE CRITERIA,
MAPS, ABBREVIATIONS
03 G003 SURVEY CONTROL PLAN
04 G004 CONTRACTOR ROUTE AND ACCESS
05 G005 STAGING AREA AND TRANSIENT
APRON BOUNDARY
BORING
06 B-101 REPAIR TRANSIENT APRON BORING
LOGS
SURVEY
07 SP101 SURVEY PLAN
CIVIL
08 C-100 REPAIR TRANSIENT APRON
DEMOLITION PLAN
09 C-101 REPAIR TRANSIENT APRON PLAN
SITE PLAN
10 C-102 REPAIR TRANSIENT APRON
ENLARGEMENT OF PLAN 1 OF 2
11 C-103 REPAIR TRANSIENT APRON
ENLARGEMENT OF PLAN 2 OF 2
12 C-104 REPAIR TRANSIENT APRON
JOINTING PLAN 1 OF 2
13 C-105 REPAIR TRANSIENT APRON
JOINTING PLAN 2 OF 2
14 C-106 REPAIR TRANSIENT APRON
STRIPING PLAN
15 C-501 PAVING AND JOINT DETAILS
16 C-502 MARKING DETAILS AND GROUNDING
POINTS
17 C-503 CONSTRUCTION CONTROL DETAILS
18 C-504 PAVING DETAILS 1 OF 2
19 C-505 PAVING DETAILS 2 OF 2
20 C-506 PAVEMENT REPAIR DETAILS
21 C-507 CONSTRUCTION ACCESS AND
EROSION CONTROL DETAILS
HAZARDOUS MATERIALS
N
N
N
N
N
N
N
N
N
N/A
N/A
N/A
N/A
N/A
N/A
N/A
D L
D L
R K
E P
A I
T
A
N S
I E
N
A
P R
O
S
M
A
P R
I L
SHT. DWG. DRAWING TITLE
NO. NO.
ABBREVIATIONS
6W4" 6 WAY DUCT WITH 4" DIAMETER CONDUIT
@ AT
AC ASPHALT CONCRETE
AGM ARRESTING GEAR MARKER
ALCMS AIRFIELD LIGHTING CONTROL AND MONITORING SYSTEM
A.S.T.M. AMERICAN SOCIETY FOR TESTING MATERIALS
BLDG. BUILDING
B.M. BENCHMARK
CCR CONSTANT CURRENT REGULATOR
CE CIVIL ENGINEER / CONCRETE ENCASED
CKT CIRCUIT
C/L, CENTERLINE
CL CLIN CONTRACT LINE ITEM NUMBER
C. CLEAR
CLSM CONTROLLED LOW-STRENGTH MATERIAL
COL. COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
CONST. CONSTRUCTION
COORD. COORDINATE
COR CONTRACTING OFFICERS REPRESENTATIVE
CU COPPER
CTL CONTROL
DEB DIRECT EARTH BURIED
DEPT DEPARTMENT
DIA, Ø DIAMETER
E EAST / EASTING
EA. EACH
EL, ELEV ELEVATION
EOR END OF RUNWAY
EQ. EQUAL
EXIST. EXISTING
EXT. EXTERIOR
FOD FOREIGN OBJECT DEBRIS
FT FEET
G GRADE
GA. GAGE/GAUGE
GALV. GALVANIZED
GCAB GRADED CRUSHED AGGREGATE BASE
GND. GROUND
GOVT. GOVERNMENT
H.A.F.B. HILL AIR FORCE BASE
HH HANDHOLE
HMA HOT MIX ASPHALT
HORIZ. HORIZONTAL
HT. HEIGHT
I.D. INSIDE DIAMETER
INFO. INFORMATION
INV INVERT
K RATE OF GRADE CHANGE
L LENGTH
LHA LIGHT HOUSING ASSEMBLY
LOC LOCALIZER
LT LIGHT / LEFT
MAINT. MAINTENANCE
MAX MAXIMUM
MAT. MATERIAL
MFR. MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC. MISCELLANEOUS
N NORTH / NORTHING
NO, #NUMBER
NTS NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
PAPI PRECISION APPROACH PATH INDICATOR
PC POINT OF CURVATURE
PCC PORTLAND CEMENT CONCRETE
P.C.F. POUNDS PER CUBIC FOOT
P.S.F. POUNDS PER SQUARE FOOT
P.S.I. POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
PWR POWER
QTY. QUANTITY
R RADIUS
RP RADIUS POINT
RDM RUNWAY DISTANCE MARKER
REINF. REINFORCED
REQ'D REQUIRED
RGS RIGID GALVANIZED STEEL
RT RIGHT
R/W RUNWAY
S SLOPE
SCH SCHEDULE
SQ. SQUARE
SPEC. SPECIFICATION
STA STATION
STD. STANDARD
THRU THROUGH
(TYP) TYPICAL
T/W TAXIWAY
UHMW ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE
VERT. VERTICAL
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A W
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G
I N
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X
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C
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G - 002
M
P
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A
B B
R E
V I A
T I O
N S
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AutoCAD SHX Text Uintah
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AutoCAD SHX Text E. Gentile St.
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AutoCAD SHX Text Antelope Dr.
AutoCAD SHX Text Clearfield
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HILL AFB
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BASE PROJECT MANAGER
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DESIGNED BY:
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DRAWN BY:
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APPR
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DEPARTMENT OF THE AIR FORCE
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75TH CIVIL ENGINEER GROUP
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75TH AIR BASE WING
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KRSM100035
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PAUL WAITE
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ISSUED FOR CONSTRUCTION
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17.APRIL.20
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IRVINE, CA 92618
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TEL: (949) 450-8420
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FAX: (949) 450-8424
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12-J MAUCHLY
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ARCHITECTURE + ENGINEERING
BASE PROJECT MANAGER
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DESIGNED BY:
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DRAWN BY:
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PROJECT NUMBER:
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SITE CODE:
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DESCRIPTION
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DATE
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APPR
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MARK
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SHEET OF
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CHECKED BY:
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DEPARTMENT OF THE AIR FORCE
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75TH CIVIL ENGINEER GROUP
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75TH AIR BASE WING
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KRSM100035
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PAUL WAITE
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ISSUED FOR CONSTRUCTION
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17.APRIL.20
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IRVINE, CA 92618
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TEL: (949) 450-8420
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FAX: (949) 450-8424
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G - 004
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CONTRACTOR ROUTE
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W O
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W A
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L E
I G
H
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D
WARDLEIGH RD.
ROY GATE
CONTRACTOR ROUTE
GATE 53V
TRANSIENT APRON BOUNDARY
STAGING AREA
C
A
V E
NORTH
SCALE: NTS
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DEPARTMENT OF THE AIR FORCE
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75TH CIVIL ENGINEER GROUP
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75TH AIR BASE WING
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KRSM100035
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PAUL WAITE
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ISSUED FOR CONSTRUCTION
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17.APRIL.20
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IRVINE, CA 92618
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TEL: (949) 450-8420
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STAGING AREA AND TRANSIENT APRON BOUNDARY
STAGING AREA
TRANSIENT APRON BOUNDARY
VERIFY W/ HILL AFB. SECURITY & ACCESS RESTRICTION FOR THE AREA
OF WORK.
NORTH
SCALE: NTS
FREE ZONE AREA BOUNDARY FENCE,
SEE DETAIL 2/C-503
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HMA MILL AND OVERLAY
NEW HMA/PCC JOINT
SPALL REPAIR
(TYP.)
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DEPARTMENT OF THE AIR FORCE
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75TH CIVIL ENGINEER GROUP
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75TH AIR BASE WING
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KRSM100035
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PAUL WAITE
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ISSUED FOR CONSTRUCTION
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17.APRIL.20
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IRVINE, CA 92618
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TEL: (949) 450-8420
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FAX: (949) 450-8424
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12-J MAUCHLY
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TEL: (949) 450-8420
FAX: (949) 450-8424
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CONSTRUCTION MANAGEMENT
D e s i g n
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T r a n s i e n t
A p r o n
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A i r
F o r c e H i l l
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1. MAP SHOWS BORING LOGS FOR TWO PROJECTS. LOGS FOR THIS
PROJECT ONLY. REFERENCE LOGS TO SUBSURFACE
EXPLORATION MAP.
NOTES:
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
G C 87304
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SLABS (TYP.)
MILL HMA
TRANSIENT
APRON
BOUNDARY
PARKING PROJECT
BOUNDARY
REMOVE
EXISTING
REDLINE
EXISTING
PCC
EXISTING
PCC
AIRCRAFT MORRING
LOCATIONS (TYP.)
SEE NOTE 1.
REMOVE
EXISTING
REDLINE
EXISTING FENCE, PROTECT
IN PLACE. ANY DAMAGE TO
FENCE SHALL BE REPAIRED
BY CONTRACTOR TO
SATISFACTION OF BASE PM.
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TEL: (949) 450-8420
FAX: (949) 450-8424
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ARCHITECTURE + ENGINEERING
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D e s i g n
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TRANSIENT APRON REPAIRS
NORTH
SCALE: 1" = 60'
COMMUNICATION UNDERGROUND
SEWER FORCEMAIN
WATER
STORM SEWER
REDLINE STRIPING TO BE REMOVED
CU
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1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
STATIC GROUNDING RODS IN SLABS THAT ARE IDENTIFIED
TO BE REMOVED AND REPLACED. THE CONTRACTOR SHALL
REPLACE THE IDENTIFIED STATIC GROUNDING RODS IN THE
REPLACED SLABS PER SPECIFICATIONS AND APPROVED
DETAILS.
2. CONTRACTOR SHALL OBTAIN DIG PERMIT AND LOCATE
EXISTING UTILITIES PRIOR TO START OF WORK. ANY
DAMAGE TO UTILITIES AND OTHER SITE FEATURES NOT
IDENTIFIED TO BE REMOVED SHALL BE REPLACED BY THE
CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
3. SEE DETAIL 2/C-501 FOR SLAB REMOVAL DETAIL.
NOTE:
LEGEND:
EXISTING 25'x25' PCC SLAB AT 12"
THICK TO BE REMOVED ALONG WITH
TOP 6" OF BASE.
GEOTECHNICAL BORING LOCATION
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SLABS (TYP.)
HMA MILL AND OVERLAY/
SEAL 2" NEW HMA/ PCC
JOINT AND STRIPING
TRANSIENT APRON
BOUNDARY
PARKING PROJECT
BOUNDARY
EXISTING
PCC
EXISTING
PCC
SPALL
REPAIR
(TYP.)
AIRCRAFT MOORING
LOCATIONS (TYP)
SEE NOTE 3.
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T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
TRANSIENT APRON REPAIRS
NORTH
SCALE: 1" = 60'
COMMUNICATION UNDERGROUND
SEWER FORCEMAIN
WATER
STORM SEWER
CU
x
FM
W
SD
C-101
R E
P A
A
N S
I E
R
O N
S I T
E
P
L A
N
K W
D L
M W
00 60' 120'
1. CONCRETE SLABS REPLACED SHALL BE RE-INSTALLED AT
THE EXISTING GRADES FOR EACH OF THE FOUR CORNERS.
DRAINAGE AND SLOPE SHALL BE AS IT WAS PRIOR TO SLAB
REMOVAL.
2. 25% OF THE JOINT SEALANT WITHIN THE TRANSIENT APRON
BOUNDARY TO REMAIN SHALL BE REPLACED. PER DETAIL
7/C-506.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
STATIC GROUNDING IN SLABS THAT ARE IDENTIFIED TO BE
REMOVED AND REPLACED. THE CONTRACTOR SHALL
REPLACE THE IDENTIFIED STATIC GROUNDING RODS IN THE
REPLACED SLABS PER SPECIFICATIONS AND APPROVED
DETAILS.
4. ALL STATIC GROUND RODS, INCLUDING EXISTING, SHALL BE
TESTED AND LABELED.
5. ALL CRACKS IN EXISTING SLABS NOT IDENTIFIED TO BE
REMOVED WITHIN TRANSIENT APRON BOUNDARY SHALL BE
REPAIRED PER DETAILS ON SHEET C-506.
NOTE:
LEGEND:
GEOTECHNICAL BORING
NEW 12.5'x12.5' SLAB. 12" THICK
PCC. NEW TOP 6" OF BASE.
RECOMPACT REMAINING BASE
COURSE MATERIAL.
SPALL REPAIR. SEE SHEET C-506
FOR SPALLING REPAIR BASED ON
TYPE/ LOCATION.
REINFORCED PAVEMENT PER
DETAIL 3/C-505.
R
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
W
W
W
W
W
W
W
W
W
W
W
W
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
NEW 12.5'x12.5'
PCC SLABS (TYP.)
12.5'x12.5' PCC
SLABS (TYP.)
HMA MILL AND OVERLAY
NEW HMA/PCC JOINT
PARKING PROJECT
BOUNDARY
N: 14936228.91
E: 1370314.87
N: 14936231.88
E: 1370439.91
N: 14936107.19
E: 1370443.03
N: 14936107.95
E: 1370468.02
N: 14936082.19
E: 1370443.65
N: 14936082.91
E: 1370468.64
N: 14936031.39
E: 1370419.92
N: 14936028.60
E: 1370319.82
N: 14936006.39
E: 1370420.39
N: 14936006.91
E: 1370445.54
N: 14936057.66
E: 1370469.27
N: 14936058.30
E: 1370494.08
N: 14936229.50
E: 1370565.30
N: 14936209.71
E: 1370610.90
N: 14936022.18
E: 1370570.30
N: 14936022.04
E: 1370609.79
N: 14936285.54
E: 1370633.63
N: 14936287.69
E: 1370638.82
N: 14936269.27
E: 1370639.38
N: 14935979.29
E: 1370346.20 N: 14935979.98
E: 1370371.59
N: 14935954.30
E: 1370346.82
N: 14935954.98
E: 1370372.17
12.5'x12.5' PCC
SLABS (TYP.)
TRANSIENT APRON
BOUNDARY
12.5'x12.5' PCC
SLABS (TYP.)
12.5'x12.5' PCC
SLABS (TYP.)
12.5'x12.5' PCC
SLABS (TYP.)
N: 14936233.09
E: 1370489.90
N: 14936233.93
E: 1370527.30
N: 14936203.60
E: 1370490.60
AIRCRAFT MOORING
LOCATIONS (TYP.)
SEE NOTE 3.
4782.86
4782.78
4783.16
4783.13
4783.10
4783.02
4782.95
4782.74
4782.69
4782.72
4782.76
4782.69
4782.97
4783.04
4782.93
4782.85
4783.03
4783.01
4782.97
4782.97
4782.93
4782.93
4782.94
4782.94
4783.00
4782.92
4783.06
4783.08
4783.09
4782.58
4782.61
4782.73
4782.72
4782.70
4783.14
4783.32
4783.02
4782.97
4782.92
R
R R
R
R
R
R
R
R
R
R R
R
R
R
R
R
R
R
R
R R
R R
R
R
R
R
R
R
R
R
R
R R
R
R
R
R
R
R
R
R
R
R
R
R
B A
O
J E
N
A G
E R
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
E E
R
G
R O
U P
T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
TRANSIENT APRON REPAIRS
NORTH
SCALE: 1" = 20'
COMMUNICATION UNDERGROUND
SEWER FORCEMAIN
WATER
STORM SEWER
CU
x
FM
W
SD
C-102
R E
P A
A
N S
I E
R
O N
E N
L A
R G
E M
E N
T
P
L A
N
O
F
K W
D L
M W
00 20' 40'
1. CONCRETE SLABS REPLACED SHALL BE RE-INSTALLED AT
THE EXISTING GRADES FOR EACH OF THE FOUR CORNERS.
DRAINAGE AND SLOPE SHALL BE AS IT WAS PRIOR TO SLAB
REMOVAL.
2. 25% OF THE JOINT SEALANT WITHIN TRANSIENT APRON
BOUNDARY TO REMAIN SHALL BE REPLACED. PER DETAIL
7/C-506.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
STATIC GROUNDING RODS IN SLABS THAT ARE IDENTIFIED
TO BE REMOVED AND REPLACED. THE CONTRACTOR SHALL
REPLACE THE IDENTIFIED STATIC GROUNDING RODS IN THE
REPLACED SLABS PER SPECIFICATIONS AND APPROVED
DETAILS.
4. ALL CRACKS IN EXISTING SLABS NOT IDENTIFIED TO BE
REMOVED WITHIN TRANSIENT APRON BOUNDARY SHALL BE
REPAIRED PER DETAILS ON SHEET C-506.
NOTE:
UTILITY LEGEND:
MATCHLINE - SEE SHEET C-103
KEY MAP
NEW 12.5'x12.5' SLAB. 12" THICK
PCC. NEW TOP 6" OF BASE.
RECOMPACT REMAINING BASE
COURSE MATERIAL.
REINFORCED PAVEMENT PER
DETAIL 3/C-505.
R
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
W
W
W
W
W
W
E
U
G
E
U
G
E
U
G
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
12.5'x12.5' PCC
SLABS (TYP.)
TRANSIENT APRON
BOUNDARY
12.5'x12.5' PCC
SLABS (TYP.)
12.5'x12.5' PCC
SLABS (TYP.)
SPALL
REPAIR
N: 14935753.76
E: 1370326.80
N: 14935782.19
E: 1370451.15
N: 14935806.93
E: 1370450.54
N: 14935857.05
E: 1370449.28
N: 14935853.66
E: 1370324.27
N: 14935903.65
E: 1370323.00
N: 14935906.93
E: 1370448.04
N: 14935857.65
E: 1370474.17
N: 14935858.11
E: 1370499.08
N: 14935807.40
E: 1370475.53
N: 14935907.44
E: 1370473.03
N: 14935907.94
E: 1370497.79
N: 14935633.26
E: 1370504.37
N: 14935629.08
E: 1370329.77
12.5'x12.5' PCC
SLABS (TYP.)
12.5'x12.5'
PCC SLABS
(TYP.)
12.5'x12.5' PCC
SLABS (TYP.)
SPALL
REPAIR
SPALL
REPAIR
SPALL
REPAIR
AIRCRAFT MORRING
LOCATIONS (TYP.)
SEE NOTE 3.
4783.84
4783.81
4783.76
4783.52
4783.43
4783.39
4783.44 4783.44
4783.29
4783.03
4783.02
4783.07
4783.14
4783.17
4783.09
4783.01
4782.91
4782.99
4782.94
ELEVATION OUT OF SURVEY
MATCH EXISTING GRADE.
N: 14935782.93
E: 1370476.14
N: 14935757.39
E: 1370476.78
4783.65
R
R
R
R R
R
R R
R
R R
R
R
R R
R
R
R
R
R R
RRR
RR
R R
R
R
R
R
R
R
R R
R
R R
R
R R
R
R
R R
R
R R
R
R R
R
R
R R
R
R R
R
R R
R
R
R
R
R
R
R
R
R R
R
R
R R
R
RR
RR
R R
R
R
R
B A
O
J E
N
A G
E R
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
E E
R
G
R O
U P
T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
TRANSIENT APRON REPAIRS
NORTH
SCALE: 1" = 20'
COMMUNICATION UNDERGROUND
SEWER FORCEMAIN
WATER
STORM SEWER
CU
x
FM
W
SD
C-103
R E
P A
A
N S
I E
R
O N
E N
L A
R G
E M
E N
T
P
L A
N
O
F
K W
D L
M W
00 20' 40'
1. CONCRETE SLABS REPLACED SHALL BE RE-INSTALLED AT
THE EXISTING GRADES FOR EACH OF THE FOUR CORNERS.
DRAINAGE AND SLOPE SHALL BE AS IT WAS PRIOR TO SLAB
REMOVAL.
2. 25% OF THE JOINT SEALANT WITHIN TRANSIENT APRON
BOUNDARY TO REMAIN SHALL BE REPLACED. PER DETAIL
7/C-506.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
STATIC GROUNDING RODS IN SLABS THAT ARE IDENTIFIED
TO BE REMOVED AND REPLACED. THE CONTRACTOR SHALL
REPLACE THE IDENTIFIED STATIC GROUNDING RODS IN THE
REPLACED SLABS PER SPECIFICATIONS AND APPROVED
DETAILS.
4. ALL CRACKS IN EXISTING SLABS NOT IDENTIFIED TO BE
REMOVED WITHIN THE TRANSIENT APRON BOUNDARY
SHALL BE REPAIRED PER DETAILS ON SHEET C-506.
NOTE:
UTILITY LEGEND:
MATCHLINE - SEE SHEET C-102
SPALL REPAIR. SEE SHEET C-506
FOR SPALLING REPAIR BASED ON
TYPE/ LOCATION.
KEY MAP
NEW 12.5'x12.5' SLAB. 12" THICK
PCC. NEW TOP 6" OF BASE.
RECOMPACT REMAINING BASE
COURSE MATERIAL.
REINFORCED PAVEMENT PER
DETAIL 3/C-505.
R
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
W
W
W
W
W
W
W
W
W
W
W
W
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
NEW 12.5'x12.5'
PCC SLABS (TYP.)
12.5'x12.5' PCC
SLABS (TYP.)
HMA MILL AND OVERLAY
NEW HMA/PCC JOINT
PARKING PROJECT
BOUNDARY
12.5'x12.5' PCC
SLABS (TYP.)
TRANSIENT APRON
BOUNDARY
12.5'x12.5' PCC
SLABS (TYP.)
12.5'x12.5' PCC
SLABS (TYP.)
12.5'x12.5' PCC
SLABS (TYP.)
AIRCRAFT MOORING
LOCATIONS (TYP.)
SEE NOTE 3.
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
R
R R
R
R
R
R
R
R
R
R R
R R
R
R
R
R
R
R
R
R
R
R
R
R
R
TYP
R
R
R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
B A
O
J E
N
A G
E R
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
E E
R
G
R O
U P
T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
TRANSIENT APRON REPAIRS
NORTH
SCALE: 1" = 20'
COMMUNICATION UNDERGROUND
SEWER FORCEMAIN
WATER
STORM SEWER
CU
x
FM
W
SD
C-104
R E
P A
A
N S
I E
R
O N
J O
I N
T I N
G
P
L A
N
O
F
M W
D L
M W
00 20' 40'
1. CONCRETE SLABS REPLACED SHALL BE RE-INSTALLED AT
THE EXISTING GRADES FOR EACH OF THE FOUR CORNERS.
DRAINAGE AND SLOPE SHALL BE AS IT WAS PRIOR TO SLAB
REMOVAL.
2. 25% OF THE JOINT SEALANT WITHIN TRANSIENT APRON
BOUNDARY TO REMAIN SHALL BE REPLACED. PER DETAIL
7/C-506.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
STATIC GROUNDING RODS IN SLABS THAT ARE IDENTIFIED
TO BE REMOVED AND REPLACED. THE CONTRACTOR SHALL
REPLACE THE IDENTIFIED STATIC GROUNDING RODS IN THE
REPLACED SLABS PER SPECIFICATIONS AND APPROVED
DETAILS.
4. ALL CRACKS IN EXISTING SLABS NOT IDENTIFIED TO BE
REMOVED WITHIN THE TRANSIENT APRON BOUNDARY
SHALL BE REPAIRED PER DETAILS ON SHEET C-506.
NOTE:
UTILITY LEGEND:
MATCHLINE - SEE SHEET C-105
KEY MAP
JOINT LEGEND (SEE SHEET C-504 FOR DETAIL)
TYPE A - CONSTRUCTION PCC TO HMA
NEW PCC TO EXISTING HMA
TYPE F - DOWELED TRANSVERSE CONTRACTION
TYPE D - DOWELED CONSTRUCTION JOINT
CONTRACTION JOINT
NEW 12.5'x12.5' SLAB. 12" THICK
PCC. NEW TOP 6" OF BASE.
RECOMPACT REMAINING BASE
COURSE MATERIAL.
REINFORCED PAVEMENT PER
DETAIL 3/C-505.
R
DOWELED CONSTRUCTION JOINT (TYPE D)
DOWELED CONTRACTION JOINT (TYPE F)
NON-DOWELED CONTRACTION JOINT
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
W
W
W
W
W
W
E
U
G
E
U
G
E
U
G
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
C
U x
12.5'x12.5' PCC
SLABS (TYP.)
TRANSIENT APRON
BOUNDARY
12.5'x12.5' PCC
SLABS (TYP.)
12.5'x12.5' PCC
SLABS (TYP.)
SPALL
REPAIR
12.5'x12.5' PCC
SLABS (TYP.)
12.5'x12.5'
PCC SLABS
(TYP.)
12.5'x12.5' PCC
SLABS (TYP.)
SPALL
REPAIR
SPALL
REPAIR
SPALL
REPAIR
AIRCRAFT MORRING
LOCATIONS (TYP.)
SEE NOTE 3.
TYP
TYP
TYP
TYP
TYP
TYP
TYP
R
R
R
R R
R
R R
R
R R
R
R
R R
R
R
R
R
R R
RRR
RR
R R
R
R
R
TYP
TYP
R
R
R
R
R
R R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R
R
R
R R
R
R R
R
R
R R R
R
R
B A
O
J E
N
A G
E R
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
E E
R
G
R O
U P
T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
TRANSIENT APRON REPAIRS
NORTH
SCALE: 1" = 20'
COMMUNICATION UNDERGROUND
SEWER FORCEMAIN
WATER
STORM SEWER
CU
x
FM
W
SD
C-105
R E
P A
R I
T
R A
N S
I E
R
O N
J O
I N
T I N
G
P
L A
N
O
F
M W
D L
M W
00 20' 40'
1. CONCRETE SLABS REPLACED SHALL BE RE-INSTALLED AT
THE EXISTING GRADES FOR EACH OF THE FOUR CORNERS.
DRAINAGE AND SLOPE SHALL BE AS IT WAS PRIOR TO SLAB
REMOVAL.
2. 25% OF THE JOINT SEALANT WITHIN TRANSIENT APRON
BOUNDARY TO REMAIN SHALL BE REPLACED. PER DETAIL
7/C-506.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
STATIC GROUNDING RODS IN SLABS THAT ARE IDENTIFIED
TO BE REMOVED AND REPLACED. THE CONTRACTOR SHALL
REPLACE THE IDENTIFIED STATIC GROUNDING RODS IN THE
REPLACED SLABS PER SPECIFICATIONS AND APPROVED
DETAILS.
4. ALL CRACKS IN EXISTING SLABS NOT IDENTIFIED TO BE
REMOVED WITHIN TRANSIENT APRON BOUNDARY SHALL BE
REPAIRED PER DETAILS ON SHEET C-506.
NOTE:
UTILITY LEGEND:
MATCHLINE - SEE SHEET C-104
SPALL REPAIR. SEE SHEET C-506
FOR SPALLING REPAIR BASED ON
TYPE/ LOCATION.
KEY MAP
JOINT LEGEND (SEE SHEET C-504 FOR DETAILS:
TYPE A - CONSTRUCTION PCC TO HMA
NEW PCC TP HMA
TYPE F - DOWELED TRANSVERSE CONTRACTION
TYPE D - DOWELED CONSTRUCTION JOINT
CONTRACTION JOINT
NEW 12.5'x12.5' SLAB. 12" THICK
PCC. NEW TOP 6" OF BASE.
RECOMPACT REMAINING BASE
COURSE MATERIAL.
DOWELED CONSTRUCTION JOINT (TYPE D)
DOWELED CONTRACTION JOINT (TYPE F)
NON-DOWELED CONTRACTION JOINT
REINFORCED PAVEMENT PER
DETAIL 3/C-505.
R
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
D
S
D
S
D
S
D
S
D
S
D
F
M
F
M
F
M
F
M
E
U
G
C
U x
C
U x
C
U x
C
U x
C
U x
RESTRIPE ROAD MARKINGS TO
MATCH THE EXISTING PAVEMENT
MARKINGS PER HILL AFB
STANDARD GUIDELINES
REDLINE RELOCATION BY PARKING
PROJECT. 40'-0" FROM PARKING LOT
PROJECT BOUNDARY
TRANSIENT APRON
BOUNDARY
PARKING PROJECT
BOUNDARY
EXISTING
PAVEMENT
MARKINGS
STOP
ANY ROAD RESTRIPING WITHIN
PROJECT TRANSIENT APRON
BOUNDARY WILL BE PERFORMED
UNDER A SEPARATE PROJECT
C-502
C-502
EXISTING
PAVEMENT
MARKINGS
N: 14935629.96
E: 1370367.49
N: 14935702.04
E: 1370463.47
N: 14936058.71
E: 1370454.58
N: 14936263.22
E: 1370569.59
N: 14936300.10
E: 1370608.52
N: 14936061.06
E: 1370573.95
AIRCRAFT MOORING
LOCATIONS (TYP.)
B A
O
J E
N
A G
E R
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
E E
R
G
R O
U P
T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
TRANSIENT APRON REPAIRS
NORTH
SCALE: 1" = 60'
UTILITY LEGEND:
COMMUNICATION UNDERGROUND
SEWER FORCEMAIN
WATER
STORM SEWER
CU
x
FM
W
SD
C-106
R E
P A
A
N S
I E
R
O N
S T
R I P
I N
G
P
L A
N
K W
D L
M W
00 60' 120'
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
EXISTING PCC
12"± REINFORCED
PORTLAND CEMENT
CONCRETE
(32 13 14.13)
EXISTING PCC
12"± REINFORCED
PORTLAND CEMENT
CONCRETE
(32 13 14.13)
RECOMPACTED EXISTING BASE (PER SPECIFICATIONS)
EXISTING SUBGRADE
VARIES 12.5'± VARIES 12.5'±
NOTE:
1. LOCATION OF PANELS TO BE REPLACED SHOWN IS APPROXIMATE. SEE SITE
PLANS FOR EXACT PANEL REPLACEMENT LOCATIONS.
2. WHERE EXPANSION JOINT. NO DOWELS USED.
3. MATCH EXISTING PAVEMENT SECTION. IF THICKENED EDGE MATCH DIMENSIONS.
6" NEW BASE (32 11 23)
NOTE:
1. THIS DETAIL APPLIES WHEN EXISTING CONCRETE PAVEMENT IS TO BE REMOVED AND ADJACENT
CONCRETE IS TO REMAIN.
2. PERFORM FIRST FULL DEPTH SAW CUT ON THE JOINT BETWEEN THE REMOVAL AREA AND ADJOINING
PAVEMENT TO STAY IN PLACE WITH A STANDARD DIAMOND-TYPE CONCRETE SAW. NEXT, PERFORM A FULL
DEPTH SAW CUT PARALLEL TO THE JOINT AT LEAST 24 INCHES FROM THE JOINT AND AT LEAST 6 INCHES
FROM THE END OF ANY DOWELS WITH A WHEEL SAW.
3. REMOVE ALL PAVEMENT BETWEEN TWO SAW CUTS BY CAREFULLY PULLING PIECES AND BLOCKS AWAY
FROM THE JOINT FACE WITH SUITABLE EQUIPMENT AND THEN PICKING THEM UP FOR REMOVAL.
EXISTING SLAB
TO REMAIN
EXISTING SLAB
TO REMAIN
EXISTING CONCRETE
JOINT, FIRST FULL
DEPTH SAWCUT
EXISTING CONCRETE
JOINT, FIRST FULL
DEPTH SAWCUT
24" MIN. 24" MIN.
SLAB TO BE REMOVED
SECOND FULL
DEPTH SAW-CUT
SECOND FULL
DEPTH SAW-CUT
SEE NOTE 3
SEE NOTE 3
B A
O
J E
N
A G
E R
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
E E
R
G
R O
U P
T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
C-501
P A
V I N
G
A
J
I N
T
D
E T
A I L
S
K W
D L
M W
REMOVAL OF EXISTING PAVEMENT SLABS
NTS
PANEL REPLACEMENT
NTS
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
6" RED MARKING
APPLY 6" REFLECTIVE WHITE
BORDER ON ASPHALT PAVEMENT
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA WITHOUT
PERMISSION OF THE INSTALLATION COMMANDER
SEC 21. INTERNAL SECURITY ACT OF 1050: 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL PERSONNEL
AND THE PROPERTY IN THEIR CONTROL
ARE SUBJECT TO SEARCH
USE OF DEADLY FORCE AUTHORIZED
THIS AREA PATROLLED BY MILITARY WORKING
DOGS TEAMS
RESTRICTED
AREA BOUNDARY
MARKING
TEXT COLOR RED
(THIS LINE)
TEXT COLOR
RED (THIS LINE)
WHITE
BACKGROUND
TEXT BLACK
UNLESS
OTHERWISE NOTED
SHEPPHERDS
HOOK OR
FORGED EYE
0.75" MIN DIAMETER X 10'
COPPER CLAD STEEL,
GALVANIZED STEEL, OR
COPPER-ZINC SILICON
ALLOY
D
I
U
S
D
I
U
S
COPPER
COMPRESSION
SLEEVE FOR
SHEPHERDS
HOOK STYLE ROD
ENDS
6"
B
B
A A
SECTION
SECTION
PAVEMENT
R 3.25" RADIUS
ROUNDED EDGES
GROUND ROD
B
A
GROUND ROD
B A
O
J E
N
A G
E R
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
E E
R
G
R O
U P
T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
C-502
M A
R K
I N
G
D
E T
A I L
S
A
N D
G R
O U
N D
I N
G
D
E T
A I L
S
K W
D L
M W
RESTRICTED AREA WARNING
NTS
RESTRICTED AREA LINE
NTS
STATIC GROUND ROD
NTS
PAVEMENT RECESS FOR STATIC GROUNDING ROD
NTS
1. VERIFY FINAL LANGUAGE WITH HILL AFB SECURITY OFFICE.
2. VERIFY WITH HILL AFB FOR SPACING OF WARNINGS.
NOTE:
1. ALL STATIC GROUND RODS,
INCLUDING EXISTING SHALL
BE TESTED AND LABELED.
NOTE:
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
CONSTRUCTION ZONE
ACTIVE TAXIWAY OR RUNWAY
PLACE ON THE ACTIVE
PAVEMENT SURFACE
BEING PROTECTED AT
THE EDGE
SECTION
BARRICADE
MULTI-BARRIER AR 10X96 HDPE
OR APPROVED EQUAL
PLAN
2'-0"
AMBER-YELLOW OR
RED FLASHERS (TYP)
SAFETY ORANGE
REFLECTIVE WHITE
6" TO 12" WIDE STRIPES
8'-0"
2'-0"
H E
I G
M
A X
ELEVATION
1. FLASHERS TO BE BATTERY OPERATED. SOLAR POWERED LIGHTS ALSO MAY BE SUBMITTED FOR APPROVAL. LENS TO BE
AMBER-YELLOW OR RED AND BE ABLE TO ROTATE 90°. LIGHTS SHALL ALL BE THE SAME TYPE (FLASH RATE) AND COLOR.
2. FACING OF LOW PROFILE BARRICADE TO BE COVERED WITH REFLECTIVE MATERIAL.
3. BARRICADES TO BE CONTINUOUSLY PLACED END TO END ALONG LOCATIONS IDENTIFIED IN THE PHASING PLANS.
4. FLASHERS SHALL BE SECURED TO THE BARRICADES. ALTERNATE FLASHER LENSES SO THAT EVERY OTHER LENS IS
ROTATED 90°.
5. FLASHING LIGHTS MUST BE AT LEAST FIVE CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160 FLASHES
PER MINUTE.
6. LOW PROFILE BARRICADES SHALL BE OF LOW MASS, EASILY COLLAPSIBLE UPON CONTACT WITH AN AIRCRAFT OR ANY OF
IT'S COMPONENTS AND WEIGHTED WITH WATER TO WITHSTAND WIND AND JET BLAST FROM PASSING AIRCRAFT.
7. CONTRACTOR WILL MAINTAIN ALL BARRICADES AND KEEP IN WORKING ORDER TWENTY-FOUR (24) HOURS A DAY, FOR THE
DURATION OF THE PROJECT. CONTRACTOR TO PROVIDE TWENTY-FOUR HOUR POINT OF CONTACT AND PHONE NUMBER TO
HILL AFB SO THAT OUTAGES CAN BE REPORTED AND FIXED IMMEDIATELY.
NOTES:
M
I N
CONSTRUCTION BARREL
HEAVY DUTY WHITE REFLECTOR
TAPE
SAFETY ORANGE
50'-0" MAX
RED FLASHING BATTERY
OPERATED LIGHT
HIGH VISIBILITY ROPE TO BE APPROVED
BY THE HILL AFB PM AND
AIRFIELD MANAGEMENT
NOTES:
1. FLASHERS TO BE BATTERY OPERATED AND/OR SOLAR POWERED.
2. CONSTRUCTION BARRELS TO BE MARKED WITH CLEAN, HEAVY
DUTY REFLECTOR TAPE AND HAVE WEIGHTED BASES AND/OR
INTERNAL WEIGHTS TO PREVENT BARRELS FROM BEING BLOWN
OVER.
3. CONSTRUCTION BARRELS SHALL BE PLACED NO FARTHER APART
THAN 50 FEET ALONG THE OUTER LIMITS OF THE CLOSED AREA OF
CONSTRUCTION LIMITS.
4. PLACE FREE ZONE BOUNDARY FENCE 5 FEET BEYOND GRADING
LIMITS.
5. ADJUST FREE ZONE BOUNDARY IN AREAS ADJACENT TO ACTIVE
RUNWAYS AND TAXIWAYS TO THE SATISFACTION OF THE COR.
6. WHEN BOUNDARY CROSSES PAVEMENT, USE LOW PROFILE
BARRICADES.
14A-32A
14A-32A
PLYWOOD
INSTALL LEVEL
SOIL
TEMPORARY SIGN IN SOIL
TEMPORARY SIGN ON PAVEMENT
2" PVC
2"X2" TOP POST
1 4
60' TO FULL STRENGTH PAVEMENT EDGE.
MAKE SIGN LENGTHS AS REQUIRED FOR LEGENDS SHOWN.
RDM = 25" TALL CHARACTERS,
ABM = 25"Ø CIRCLE,
HOLDLINE = 18" CHARACTERS,
CHARACTERS AND COLORS TO MATCH UFC
3-535-01 AND FAA 150/5345-44 REQUIREMENTS
NOTE:
LOCATE HOLDLINE SIGNS IN-LINE WITH
THE FRONT EDGE (FURTHEST AWAY
FROM RUNWAY) OF THE HOLDLINE
MARKING.
TOP OF 2"X2" POST
AT GRADE
BOLT PVC TO
2"X2" POST
(TYP)
4'-0" LONG 2"X2"
WITH POST CENTERED
ASPHALT
2"X2" TOP POST
SIGN FACE
BRACE
ASPHALT
2'-0"
C-503
C O
N S
T R
U C
T I O
N
C
O N
T R
O L
D E
T A
I L
S
K W
S S
M W
LOW PROFILE BARRICADE
1"=1'-0"
TEMPORARY SIGN DETAILS
3/4"=1'-0"
FREE ZONE AREA BOUNDARY FENCE
3/4"=1'-0"
B A
O
J E
N
A G
E R
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
E E
R
G
R O
U P
T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
1/2"±
1/16"
FIELD MOLDED SEALANT
PCC PAVEMENT SURFACE
5/8" BACKER ROD
CLOSED CELL
RESILIENT FOAM
JOINT SEALANT RECESSED
1/8"±1/16" BELOW TOP OF
HMA PAVEMENT
SEALANT DEPTH
PER MANUFACTURER'S
RECOMMENDAITONS
OIL ONE END OF EPOXY
COATED DOWEL
DOWELS SHALL HAVE
6" MIN CLEARANCE AT EDGE
OF PAVEMENT OR AT JOINT
1"Øx20" LONG DOWEL @ 15" O.C.
NOTES:
1. WHEN DOWELING BETWEEN PAVEMENTS OF DIFFERING THICKNESS, THE DOWELS
SHALL BE SIZED AND SPACED FOR THE THINNER PAVEMENT, AND PLACED AT T/2 OF
THE THINNER PAVEMENT.
1"Øx20" LONG DOWEL @ 15" O.C.
OIL ONE END OF EPOXY
COATED DOWEL. ALTERNATE
DOWEL ENDS TO BE GREASED
DOWELS SHALL BE 6" FROM A
FREE EDGE AND 0.6 TIMES THE
DOWEL LENGTH FROM JOINTS
APPROVED WELDED
WIRE BASKET
FINAL WIDENING SAWCUT
FOR JOINT SEALANT
RESERVOIR
DEPTH OF SAWCUT
PER MANUFACTURER'S
INSTRUCTIONS
1/8" MIN. INITIAL SAWCUT
NOTES:
1. IF PAVEMENT TEMPERATURE AT TIME OF SAWING IS ABOVE 140 DEGREES F,
THE WIDTH OF THE SAWCUT SHALL BE DECREASED
". IF THE PAVEMENT
TEMPERATURE AT THE TIME OF SAWING IS BELOW 25 DEGREES F, THE
WIDTH OF THE SAWCUT SHALL BE INCREASED
C-505
1/4" BEVEL
WIDTH VARIES
M
I N
1/8" BELOW
CHAMFER
1/4"±1/16"
POURED JOINT
SEALANT
BACKER ROD.
SEE NOTE 2
EXISTING CONSTRUCTION
OR CONTRACTION JOINT
NOTES:
1. DEPTH PER MANUFACTURER'S GUIDELINES (BASED ON THE
WIDTH).
2. BACKER ROD MATERIAL MUST BE COMPATIBLE WITH THE TYPE OF
SEALANT USED AND SIZED TO PROVIDE THE DESIRED SHAPE
FACTOR.
C-505
1/4" BEVEL
10' MIN. NEW PCC PAVEMENT
3"
REPLACE
WITH NEW AC
EXISTING AC
NEW 6" BASE
COURSE
EXISTING
BASE
EXISTING SUBBASE
REPLACE EXCAVATION
FOR WORKING AREA WITH
LEAN MIX CONCRETE
C-504
P A
V I N
G
D
E T
A I L
S
O
F
K W
S S
M W
TYPE A - CONSTRUCTION JOINT PCC TO HMA
NTS
TYPE F - DOWELED TRANSVERSE CONTRACTION JOINT
NTS
CONTRACTION / CONSTRUCTION JOINT
NTS
TYPE D - DOWELED CONSTRUCTION JOINT
NTS
POURED JOINT SEALANT DETAIL
NTS
B A
O
J E
N
A G
E R
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
E E
R
G
R O
U P
T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
NEW PCC TO EXISTING HMA
NTS
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
3"
W9XW9-12"X12" OR
W4.5XW4.5-6"X6"
(ENGLISH STANDARD)
PLAN
LAP MIN.
1 GRID
SECTION
END LAP/SIDE LAP
1/4" BEVEL
1/4"
JOINT
3"
SAWED
CONTRACTION
JOINT
NEW CONCRETE
PAVEMENT
CONSTRUCTION
JOINT OR SAWED
CONTRACTION JOINT
SEE
NOTE
BELOW
SPACER - 4 #7 (0.177) WIRE
UNIT CRIMP AT C/L IN FIELD
AFTER STAKING IN POSITION
1/2 THE SLAB THICKNESS
#1/0 GA. (0.307)Ø WIRE
EPOXY-COAT ENTIRE DOWEL
AND OIL ONE END OF DOWEL.
ALTERNATE DOWEL ENDS TO BE
GREASED
1"Ø 20" LONG
DOWELS ON 15"
CENTERS
12.5' PANEL WIDTH
15"
(TYP)
NEW DOWELS (TYP)
15"
SECTION VIEW
PLAN VIEW
15"
15"
(TYP)
12.5' PANEL WIDTH
T
Y P
OMIT THESE DOWEL IF DOWELS
ARE PRESENT IN BOTH
THE LONGITUDINAL AND
TRANSVERSE DIRECTIONS
NEW DOWELS (TYP)
NOTES:
1. SOME LOCATIONS WILL HAVE DOWELS ALONG ALL 4 JOINTS OF INTERSECTION (SEE PAVING
PLANS).
2. FOR ODD SHAPED PANELS, PLACE DOWELS ON JOINTS AS INDICATED IN THE PAVING PLANS.
DOWELS WILL BE PLACED ON 15" CENTERS ALONG THE JOINTS. ADJUST DOWEL SPACING TO
ALLOW NO DOWELS TO BE CLOSER THAN 12" WITHIN THE END OF THE NEAREST DOWEL AT
INTERSECTIONS.
C-505
P A
V I N
G
D
E T
A I L
S
O
F
K W
D L
M W
TYPICAL DOWEL LAYOUT - 12.5' PANELS
NTS
WELDED WIRE FABRIC DETAILS
NTS
REINFORCED PAVEMENT DETAIL
NTS
CONSTRUCTION JOINT DOWEL BASKET
NTS
1/4" BEVEL DETAIL
NTS
B A
O
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S I G
N E
D
B
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N
B
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P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
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R
G
R O
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H
A
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E
W
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G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
FULL 25'x25' SLABS REINFORCED ACROSS INTERIOR 12.5' JOINTS ONLY. ALL
OTHER JOINTS SHALL INCLUDE 3-INCH SEPARATION AS SHOWN.
NOTE:
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
GREATER THAN
" CRACK
LESS THAN
" CRACK
SECTION A
CONCRETE
WITH
LESS THAN
" WIDE CRACK
LIGHT CAN
CONCRETE WITH GREATER
THAN
" WIDE CRACK
CONCRETE
JOINT
GREATER THAN
WIDE CRACK, SEE
DETAIL
LESS THAN
WIDE CRACK, SEE
DETAIL
W
ROUTED
CRACK
SILICONE SEALANT 32 01 19
BACKER ROD/TAPE
GREATER THAN
" WIDE CRACK
PAVEMENT
SURFACE
H1
SEE NOTE 1
H2 SEALANT DEPTH
SEE NOTE 1
H
NOTE:
1. SEE CRACK REPAIR NOTE 1.
W
PAVEMENT
SURFACE
H1
SEE NOTE 1
H2 SEALANT DEPTH
SEE NOTE 1
SILICONE SEALANT 32 01 19
LESS THAN
" WIDE CRACK
ROUTED CRACK
H
NOTE:
1. SEE CRACK REPAIR NOTE 1.
EXISTING CONCRETE
PAVEMENT
SPALL REPAIR
SEE NOTE 4
#4 VERTICAL BAR, BENT
AT TOP, DRILLED AND
EPOXIED INTO EXISTING
CONCRETE MINIMUM OF
6" (SEE SPALL REPAIR
NOTE 5)
#4 HORIZONTAL BAR AT 12" O.C.,
TIED TO BENT BARS (SEE SPALL
REPAIR NOTE 5)
WIDTH
VARIES
WIDTH SHALL BE AT LEAST 1"
BEYOND THE WIDEST PART OF
THE SPALL BEING REPLACED
CONCRETE AREA TO BE
REMOVED AND REPLACED
ACCORDING TO SPEC
SECTION 32 01 29.61
M
I N
C O
V E
R
4" MIN
SAWCUT
EXISTING
CONCRETE
PAVEMENT
SPALL
SAWCUT TO 4" MIN
DEPTH. SAWCUTS TO
BE PARALLEL WITH
AND PERPENDICULAR TO
JOINTS
CONCRETE AREA TO
BE REMOVED AND
REPLACED ACCORDING
TO SPEC SECTION 32 01 29.61
2"
MIN
M I N
M I N
EXISTING
CONCRETE
JOINT
CONCRETE AREA TO BE
REMOVED AND REPLACED
ACCORDING TO SPEC
SECTION 32 01 29.61
EXISTING
CONCRETE
JOINT
EXISTING
CONCRETE
JOINT
SPALL
M I N
2"
MIN
SAWCUT TO 4" MIN
DEPTH.SAWCUTS TO BE
PARALLEL WITH AND
PERPENDICULAR
TO JOINTS
REMOVE EXISTING JOINT SEALANT
AND CLEAN JOINT FACES PER
SPECIFICATION 32 01 19
NOTES:
1. JOINT SHALL BE FILLED ACCORDING TO MANUFACTURER'S
RECOMMENDATION AND SHALL ACCOUNT FOR ADDITIONAL
WIDTH DUE TO SAWING.
C-504
SEAL JOINT
25'±
(TYP)
25'±
(TYP)
T
Y P
DRILL AND EPOXY
DOWEL IF JOINT WAS
ORIGINALLY DOWELED
PAINT AND OIL
6"
MIN
2'-0"
MIN
M I N
6"
MIN
DRILL AND EPOXY #8
DEFORMED REBAR
ON 12" CENTERS
C-506
P A
V E
M E
P
A
T
A I L
S
K W
S S
M W
1. DEPTH (H) AND WIDTH (W) OF ROUTING AND DEPTH OF
SEALANT (H2) AND (H1) SHALL BE PER SEALANT
MANUFACTURER'S GUIDELINES.
2. CRACK ROUTING PREPARATION AND SEALING SHALL BE
AS PER MANUFACTURER'S GUIDELINE.
3. FOR CRACK RE-SEALING, REMOVE AND REPLACE
EXISTING SEALANT WITH NEW FIELD MOLDED SEALANT
PER 32 01 19 AND AS PER MANUFACTURER'S
RECOMMENDATION.
CRACK REPAIR NOTES:
SPALL REPAIR NOTES:
1. MAKE VERTICAL SAWCUT AT LEAST 2" OUTSIDE THE SPALLED AREA AND TO A DEPTH OF AT LEAST 2".
SAWCUTS SHALL BE STRAIGHT LINES FORMING RECTANGULAR AREAS. THE CONCRETE BETWEEN THE
SAWCUT AND THE LIGHT CAN SHALL BE CHIPPED OUT TO REMOVE ALL UNSOUND CONCRETE AND AT LEAST
OF VISUALLY SOUND CONCRETE. OVERCUTTING IN ANY DIRECTION IS NOT ALLOWED.
2. THE CAVITY FORMED FROM CONCRETE REMOVAL SHALL BE THOROUGHLY CLEANED BY SANDBLASTING TO
REMOVE ALL LOOSE MATERIAL IMMEDIATELY BEFORE FILLING THE CAVITY.
3. WHERE THE SPILL REPAIR ABUTS A JOINT OR THE EPOXY, AN INSERT OR OTHER BONDBREAKING MEDIUM
SHALL BE USED TO PREVENT BOND AT THE JOINT FACE. A RESERVOIR FOR THE SEALANT SHALL BE SAWED
TO THE DIMENSION REQUIRED.THE RESERVOIR SHALL BE THOROUGHLY CLEANED AND SEALED. WHEN THE
SPALL IS AT A JOINT, IT SHALL BE SEALED PER SPECIFICATION SECTION 32 01 19 OR 32 13 73.
4. IF ANY SPALL PENETRATES HALF THE DEPTH OF THE SLAB OR MORE, THE ENTIRE SLAB SHALL BE REMOVED
AND REPLACED AS DIRECTED BY THE PROJECT MANAGER.
5. INDIVIDUAL SPALL REPAIRS WITH MORE THAN 1 SQUARE FOOT OF AREA SHALL BE REPAIRED WITH A FULL
DEPTH PARTIAL PANEL REPAIR PER DETAIL 4.
EDGE SPALL REPAIRS - PLAN
NTS
CORNER SPALL REPAIR - PLAN
NTS
NTS
CONCRETE CRACK REPAIR -
CRACKS GREATER THAN 3/8"
NTS
JOINT TYPE - CONCRETE
CRACK REPAIR
NTS
SPALL REPAIR AT CONCRETE EDGE
OR CORNER - SECTION
FULL DEPTH PARTIAL PANEL REPAIR
NTS
NTS
JOINT RESEAL DETAIL - POURED JOINT
SEALANT
NTS
CONCRETE CRACK REPAIR -
CRACKS LESS THAN 3/8"
B A
O
J E
N
A G
E R
D E
S I G
N E
D
B
Y
D R
A W
N
B
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P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
E E
R
G
R O
U P
T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
M
I N
M
A X
1'-0"
MIN
X
X
X
X
X X X
X
X
X
X
3'-0"
MAX
50'-0" MINIMUM
M I N
SECTION A-APLAN VIEW
C-507
C O
N S
T R
U C
T I O
N
A
C C
E S
S
A
N D
E R
O S
I O
N
C
O N
T R
T
A I L
S
K W
B R
M W
SILT FENCE JOINT
NTS
INLET PROTECTION - AREA INLET
NTS
EROSION CONTROL NOTES:
SECTION A-A
PLAN
INLET PROTECTION INSTALLATION NOTES:
SILT FENCE SECTION
NTS
SILT FENCE CROSSING AT SWALE-DITCH
NTS
GRATE INLET PROTECTION
NTS
STABILIZED CONSTRUCTION ACCESS
NTS
INLET PROTECTION MAINTENANCE NOTES:
B A
O
J E
N
A G
E R
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
P R
O J E
M
B E
R
S I T
E
C
O D
E
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
SHEET OF
D A
T E
C H
E C
K E
D
B
Y
D E
P A
R T
M E
T
R
C E
V
G
I N
E E
R
G
R O
U P
T
H
A
S
E
W
I N
G
K R
S M
P A
U L
W
A I T
E
I S
S U
N
S T
R U
C T
I O
N
IRVINE, CA 92618
TEL: (949) 450-8420
FAX: (949) 450-8424
12-J MAUCHLY
ARCHITECTURE + ENGINEERING
CONSTRUCTION MANAGEMENT
D e s i g n
R e p a i r s f o r
T r a n s i e n t
A p r o n
P A
T H
G
U
S
A i r
F o r c e H i l l
A
F B
T a x i w a d
T r a n s i e n t
A p r o n
R e p a i r
W o r k
C
A D
S h e e t s K
R S
M K
S R
M C d
O
T
D
A T
E
A
M
K R
ESSF IOO NR
P A
D L EE NR GE
T INSI E
G E
E R
R
S
T AINAT RE O O FIF L CA
C LIIV
O-MH ANN
O FOD
R N
O G
| G001-G-001 |
| Sheets and Views |
| G-001 |
| G002-G-002 |
| Sheets and Views |
| G-002 |
| G003-G-003 |
| Sheets and Views |
| G-003 |
| G004-G-004 |
| Sheets and Views |
| G-004 |
| G005-G-004 04.16.20 |
| Sheets and Views |
| G-004 |
| HILL AFB - KRSM100035 REPAIR TRANSIENT APRON.pdf |
| Sheets and Views |
| B-101 REPAIR TRANSIENT APRON BORING LOGS |
| C-100 REPAIR TRANSIENT APRON DEMOLITION PLAN |
| C-101 REPAIR TRANSIENT APRON SITE PLAN |
| C-102 REPAIR TRANSIENT APRON ENLARGEMENT PLAN 1 OF 2 |
| C-103 REPAIR TRANSIENT APRON ENLARGEMENT PLAN 2 OF 2 |
| C-104 REPAIR TRANSIENT APRON JOINTING PLAN 1 OF 2 |
| C-105 REPARI TRANSIENT APRON JOINTING PLAN 2 OF 2 |
| C-106 REPAIR TRANSIENT APRON STRIPING PLAN |
| C-501 PAVING AND JOINT DETAILS |
| C-502 MARKING DETAILS AND GROUNDING DETAILS |
| C-503 CONSTRUCTION CONTROL DETAILS |
| C-504 PAVING DETAILS 1 OF 2 |
| C-505 PAVING DETAILS 2 OF 2 |
| C-506 PAVEMENT REPAIR DETAILS |
| C-507 CONSTRUCTION ACCESS AND EROSION CONTROL DETAILS |
| B-101 REPAIR TAXIWAY CHARLIE & FOXTROT BORING LOGS |
| B-102 REPAIR TAXIWAY CHARLIE & FOXTROT BORING LOGS |
| B-103 EXISTING CONDITIONS POTHOLING INFORMATION 1 OF 3 |
| B-104 EXISTING CONDITIONS POTHOLING INFORMATION 2 OF 3 |
| B-105 EXISTING CONDITIONS POTHOLING INFORMATION 3 OF 3 |
| B-106 POTHOLING INVESTIGATION LOGS 1 OF 2 |
| B-107 POTHOLING INVESTIGATION LOGS 2 OF 2 |
| C-101 REPAIR TAXIWAY CHARLIE (C) DEMOLITION PLAN |
| C-102 REPAIR TAXIWAY CHARLIE (C) REPAIR PLAN |
| C-103 REPAIR TAXIWAY CHARLIE (C) ENLARGEMENT PLAN 1 OF 8 |
| C-104 REPAIR TAXIWAY CHARLIE (C) ENLARGEMENT PLAN 2 OF 8 |
| C-105 REPAIR TAXIWAY CHARLIE (C) ENLARGEMENT PLAN 3 OF 8 |
| C-106 REPAIR TAXIWAY CHARLIE (C) ENLARGEMENT PLAN 4 OF 8 |
| C-107 REPAIR TAXIWAY CHARLIE (C) ENLARGEMENT PLAN 5 OF 8 |
| C-108 REPAIR TAXIWAY CHARLIE (C) ENLARGEMENT PLAN 6 OF 8 |
| C-109 REPAIR TAXIWAY CHARLIE (C) ENLARGEMENT PLAN 7 OF 8 |
| C-110 REPAIR TAXIWAY CHARLIE (C) ENLARGEMENT PLAN 8 OF 8 |
| C-111 REPAIR TAXIWAY FOXTROT (F) DEMOLITION PLAN |
| C-112 REPAIR TAXIWAY FOXTROT (F) REPAIR PLAN |
| C-501 PAVING AND JOINT DETAILS |
| C-502 CONSTRUCTION CONTROL DETAILS |
| C-503 PAVING DETAILS 1 OF 2 |
| C-504 PAVING DETAILS 2 OF 2 |
| C-505 PAVEMENT REPAIR DETAILS |
| C-506 CONSTRUCTION ACCESS AND EROSION CONTROL DETAILS |
| HILL AFB - KRSM100035 REPAIR TRANSIENT APRON.pdf |
| Sheets and Views |
| B-101 REPAIR TRANSIENT APRON BORING LOGS |
| C-100 REPAIR TRANSIENT APRON DEMOLITION PLAN |
| C-101 REPAIR TRANSIENT APRON SITE PLAN |
| C-102 REPAIR TRANSIENT APRON ENLARGEMENT PLAN 1 OF 2 |
| C-103 REPAIR TRANSIENT APRON ENLARGEMENT PLAN 2 OF 2 |
| C-104 REPAIR TRANSIENT APRON JOINTING PLAN 1 OF 2 |
| C-105 REPARI TRANSIENT APRON JOINTING PLAN 2 OF 2 |
| C-106 REPAIR TRANSIENT APRON STRIPING PLAN |
| C-501 PAVING AND JOINT DETAILS |
| C-502 MARKING DETAILS AND GROUNDING DETAILS |
| C-503 CONSTRUCTION CONTROL DETAILS |
| C-504 PAVING DETAILS 1 OF 2 |
| C-505 PAVING DETAILS 2 OF 2 |
| C-506 PAVEMENT REPAIR DETAILS |
| C-507 CONSTRUCTION ACCESS AND EROSION CONTROL DETAILS |
File details come from the government source that posted it. Updated .