CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
COVER
SHEET
SHEET NO.
1.00
CADD FILE NO.
0001-COVER SHEET
DESCRIPTION
SHEET #
DESCRIPTION
ELECTRICAL PHASE 5
Item
#
Spec
Section
1
01050a
Layout of Work and Surveys
Item Description
Unit
CITY & COUNTY
of DENVER
Estimated
Quantity
1
COVER SHEET
46
2
INDEX & QUANTITIES
47
MARKING PHASE 5
2
01505a
Mobilization
LS
1
3
GENERAL NOTES
48
GEOMETRY PHASE 6
3
01575a
Cover Elevated Edge Lights
EA
40
4
CONTRACTOR ACCESS
49
PAVING PHASE 6
4
01575b
Cover Sign Panels
EA
5
5
PROJECT LAYOUT
50
ELECTRICAL PHASE 6
5
01575c
Install Shorting Plug on Secondary Isolation Transformer
EA
131
6
PHASING DESCRIPTION TABLE
51
MARKING PHASE 6
6
01575d
Install Tie Back
EA
2
7
HAUL ROUTES - PHASE 1 & 2
52
GEOMETRY PHASE 7
7
01576a
Traffic Control
LS
1
8
HAUL ROUTES - PHASE 3 & 4
53
PAVING PHASE 7
8
01576b
Flagger
HR
6,000
9
HAUL ROUTES - PHASE 5 & 6
54
ELECTRICAL PHASE 7
9
01576c
Gate Guard
HR
1,000
10
HAUL ROUTES - PHASE 7 & 8
55
MARKING PHASE 7
10
P-150a
Remove 17-inch Reinforced Concrete Pavement
SY
486
11
HAUL ROUTES - PHASE 9 & 10
56
GEOMETRY PHASE 8
11
P-150b
Remove 17-inch Non-Reinforced Concrete Pavement
SY
10,319
12
HAUL ROUTES - PHASE 11
57
PAVING PHASE 8
12
P-150c
Pavement Marking Removal
SF
2,400
13
HAUL ROUTE - ALT. FROM GATE 7 TO GATE 5
58
ELECTRICAL PHASE 8
13
P-150d
Demolish L-868B Base Can, 22" Length
EA
11
14
P-150e
Demolish L-868B Base Can, 26" Length
EA
3
15
P-150f
Remove and Cap Area Drains and Pipe
LF
100
16
P-152a
Unclassified Excavation, Export Off Site
CY
450
17
P-152b
DIA Upper Select Fill Borrow Embankment
CY
450
18
P-152c
Milling Existing Cement Treated Base
SY
800
LS
1
14
BARRICADE LAYOUT - PHASE 1 - 4
59
MARKING PHASE 8
15
BARRICADE LAYOUT - PHASE 5 - 8
60
GEOMETRY PHASE 9
16
BARRICADE LAYOUT - PHASE 9 - 11
61
PAVING PHASE 9
17
SAFETY DETAILS / NOTES
62
MARKING PHASE 9
18
EROSION CONTROL DETAILS / NOTES
63
GEOMETRY PHASE 10
19
P-161a
Bondbreaker Fabric
SY
10,805
19
DEMOLITION DETAILS / NOTES
64
PAVING PHASE 10
20
P-162a
Repair Soil Cement Base with CLSM (Flowable Fill)
CY
50
20
JOINT DETAILS
65
MARKING PHASE 10
21
P-304a
Cement-Treated Base Course (8-Inch)
SY
695
21
PAVEMENT DETAILS
66
GEOMETRY PHASE 11
370
22
PAVEMENT REPAIR DETAILS
67
PAVING PHASE 11
23
22
P-401a
Bituminous Surface Course (3-inch)
TO
N
DOWEL BAR LAYOUT DETAILS
23
P-401b
Bituminous Base Course (7-inch)
TO
N
864
24
ELECTRICAL DETAILS 1
24
P-403a
Asphalt Treated Permeable Base Course (5 - 7 inch)
SY
350
25
ELECTRICAL DETAILS 2
25
P-501a
Install 17-inch Portland Cement Concrete Pavement, Plain
SY
10,319
26
ELECTRICAL DETAILS 3
26
P-501b
Install 17-inch Portland Cement Concrete Pavement, Reinforced
SY
486
27
MARKING DETAILS
27
P-501c
Concrete Blockout
EA
5
GEOMETRY PHASE 1
28
P-501d
Spall Repair Around Light Can
SF
10
29
PAVING PHASE 1
29
P-501e
Spall Repair
SF
100
30
ELECTRICAL PHASE 1
30
P-501f
Full Depth PCC Pavement Repair
CY
12
28
31
32
MARKING PHASE 1
GEOMETRY PHASE 2
33
PAVING PHASE 2
34
ELECTRICAL PHASE 2
35
MARKING PHASE 2
36
GEOMETRY PHASE 3
37
PAVING PHASE 3
38
ELECTRICAL PHASE 3
39
MARKING PHASE 3
31
P-610a
Repair Cement Treated Base with 1,200 psi concrete
CY
100
32
P-620a
Pavement Marking
SF
6,240
33
D-751c
Adjustment of Grate Elevation of Existing 4-Grate Inlet
EA
3
DENVER
INTERNATIONAL
AIRPORT
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
SHEET #
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
SCALE
AS SHOWN
DATE
1/23/13
34
L-108a
Install Cable, 1/C #8, 19 strand, 5kV, L-824, Type B
LF
2,276
35
L-108b
Install Cable, 2/C #8, 19 strand, 5000V, L-824, Type B, Temporary Jumper
LF
4,110
36
L-110a
Install 1-way, 2-inch PVC Concrete Encased Duct
LF
20
37
L-110b
Remove 1-way, 2-inch PVC Concrete Encased Duct
LF
20
WORK BREAKDOWN NO.
38
L-125a
Remove,and Reinstall Existing Taxiway Edge Light Fixture
EA
36
DESIGN CONTRACT NO.
39
L-125b
Install new Transformer, 65 Watt
EA
27
CONST. CONTRACT NO.
40
L-125c
Install L-868B Base Can, 22" Length
EA
11
VOLUME NO.
41
L-125d
Install L-868B Base Can, 26" Length
EA
3
SHEET TITLE
Install New L-852C, Bi-directional,NB, Taxiway Centerline Light on Base Can G/G
EA
13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
N/A
N/A
201208796
40
GEOMETRY PHASE 4
41
PAVING PHASE 4
42
L-125e
42
ELECTRICAL PHASE 4
43
L-125f
Drill Out Existing Light Can Bolt and Rethread Existing Bolt Hole
EA
14
43
MARKING PHASE 4
44
L-125g
Install New L-852D, Bi-directional,WB, Taxiway Centerline Light on Base Can, Quartz G/G
EA
1
44
GEOMETRY PHASE 5
45
L-125h
Install New L-852D, Uni-directional,WB, Taxiway Centerline Light on Base Can, Quartz Yellow
EA
3
INDEX &
QUANTITIES
SHEET NO.
2.00
CADD FILE NO.
45
PAVING PHASE 5
DATE CKD
1/23/13 RBN
0002-INDEX QUANTITIES
1.
THE TERM "OWNER" AS CONTAINED IN THESE PLANS SHALL REFER TO REPRESENTATIVES OF THE CITY AND COUNTY OF DENVER AS IT
PERTAINS TO PROJECTS LOCATED AT DENVER INTERNATIONAL AIRPORT. THE TERM "CCD" IS SYNONYMOUS.
2.
ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE
APPROPRIATE GOVERNING AGENCY. THE CONTRACTOR AND CONTRACTOR'S FIELD CREW SHALL HAVE IN THEIR POSSESSION AT ALL
TIMES ONE COPY OF THE PLANS, STANDARDS AND SPECIFICATIONS AS APPROVED BY THE APPROPRIATE GOVERNING AGENCY. THE
CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ANY VARIANCE TO THE ABOVE DOCUMENTS.
3.
THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARDS, SPECIFICATIONS, PERMITS,
BONDS, ETC. WHICH ARE NECESSARY TO PERFORM THE WORK.
4.
THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS AND CODES IN REGARD TO SAFETY, NOISE
CONTROL, EROSION CONTROL, WATERSHED PROTECTION, AND EMISSIONS DURING CONSTRUCTION.
5.
THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, AND STATE TRAFFIC REGULATIONS CONCERNING THE USE OF STREETS
AND ROADWAYS FOR HAULING. ANY DAMAGE DONE TO THE ROADWAYS DUE TO THE CONTRACTOR'S EQUIPMENT OR HAULING
OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR, TO THE OWNER'S SATISFACTION, AT NO COST TO THE OWNER. CONTRACTOR
SHALL MAINTAIN CLEANLINESS OF ALL AFFECTED STREETS AND ROADWAYS TO THE OWNER'S SATISFACTION.
6.
THE CONTRACTOR'S PROJECT SUPERINTENDENT SHALL HAVE CONTROL OVER THE CONTRACTOR'S WORK FORCE AND THE
KNOWLEDGE AND AUTHORITY TO IMPLEMENT ANY ACTIONS REQUIRED TO ENSURE COMPLIANCE WITH THE PLANS AND
SPECIFICATIONS AND QUALITY CONTROL PROGRAM.
7.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN CONTRACTOR PROVIDED TRAFFIC CONTROL DEVICES DURING CONSTRUCTION IN
ACCORDANCE WITH THE PLANS AND ALL STATE, COUNTY, AND LOCAL REQUIREMENTS. THE CONTRACTOR SHALL CONTACT THE
OWNER 48 HOURS PRIOR TO ANY ROAD CLOSURES AND 24 HOURS FOR AIRFIELD CLOSURE REQUESTS.
8.
THE CONTRACTOR SHALL DISCONTINUE OPERATIONS THAT VIOLATE EXISTING LAWS AND REGULATIONS OR CREATE AN UNDUE
HAZARD TO AIR TRAFFIC.
9.
THE RULES, REGULATIONS, AND REFERENCE SPECIFICATIONS ENUMERATED HEREIN SHALL BE CONSIDERED TO BE MINIMUM
REQUIREMENTS.
10. THE CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO BEGINNING WORK TO COORDINATE WORK
PROCEDURES WITH ALL INTERESTED PARTIES. THE CONTRACTOR SHALL ALSO ATTEND ALL JOB MEETINGS CALLED BY THE OWNER.
11. THE CONTRACTOR'S EMPLOYEE'S VEHICLES SHALL BE PARKED IN DESIGNATED AREAS.
12. CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS.
13. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ITS REPRESENTATIVES ACCESS TO THE CONSTRUCTION WORK AREA AT ALL
TIMES.
14. IF APPROVED TO WORK DURING HOURS OF DARKNESS, THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE LIGHTING TO
CONDUCT CONSTRUCTION ACTIVITIES. ADDITIONAL LIGHTING IF REQUIRED IS CONSIDERED INCIDENTAL.
15. ALL WORK SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATIONS AND INDUSTRY STANDARDS.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AT LEAST 48 HOURS PRIOR TO START OF ANY
CONSTRUCTION. IF WORK IS SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL STARTUP, THE CONTRACTOR SHALL NOTIFY THE
OWNER 48 HOURS PRIOR TO RESTART.
17. THE CONTRACTOR'S CONSTRUCTION SCHEDULE SHALL BE SUBMITTED AND APPROVED BY THE OWNER BEFORE WORK COMMENCES.
18. THE CONTRACTOR IS ADVISED THAT OTHER CONSTRUCTION MAY BE IN PROGRESS DURING ALL OR PART OF THIS PROJECT. THE
CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTORS, INCLUDING CITY AND COUNTY OF DENVER
PERSONNEL.
19. NO ADJUSTMENT FOR ADDITIONAL COMPENSATION AND TIME WILL BE MADE FOR TIME LOST IN WORK AREAS DUE TO NON-ROUTINE
AIRCRAFT TRAFFIC AND INCIDENTS.
20. AIRPORT RUNWAYS, TAXIWAYS, AND GATES, SHOULD REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE.
21. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF PUBLIC UTILITIES SHALL BE
PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION PRIOR TO PROCEEDING WITH
CONSTRUCTION. THE CONTRACTOR SHALL PROTECT, AT HIS OWN EXPENSE, ALL EXISTING UTILITIES AND BE RESPONSIBLE FOR THEIR
REPAIR IF THEY ARE DAMAGED DURING CONSTRUCTION.
22. ALL KNOWN EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATION ON THE PLANS. THE ACTUAL LOCATION MAY VARY FROM THE
PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. WHENEVER CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS,
HE SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY.
23. ANY CONSTRUCTION DEBRIS, MUD, OR SLURRY DROPPED INTO MANHOLES, INLETS, OR PIPES SHALL BE REMOVED IMMEDIATELY BY
THE CONTRACTOR. THE OWNER, AIRPORT OPERATIONS, AND D.I.A. ENVIRONMENTAL SERVICES SECTION SHALL BE NOTIFIED
IMMEDIATELY AS WELL. CONSTRUCTION DEBRIS INCLUDING MUD AND SLURRY THAT IS TRACKED OUTSIDE DESIGNATED WORK AREAS
SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE OWNER SHALL BE NOTIFIED PRIOR TO CLEANING THE TRACKED DEBRIS.
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
AREAS REQUIRING CLEANUP WILL BE TO THE SATISFACTION OF THE OWNER AND AT NO ADDITIONAL COST TO THE PROJECT.
24. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PROVIDE ALL
LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
25. ANY DAMAGE TO EXISTING PAVEMENTS NOT TO BE REPLACED UNDER THIS CONTRACT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO REPAIR PROMPTLY AT NO ADDITIONAL COST TO THE OWNER. REPAIR METHODS SHALL BE APPROVED BY THE OWNER
PRIOR TO ACTUAL REPAIR.
26. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN THE CONSTRUCTION WORK AREA FREE OF TRASH. ALL TRASH SHALL BE TOTALLY
REMOVED FROM THE WORK AREA BEFORE THE END OF EACH WORK PERIOD. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AT
LEAST ONE COVERED DISPOSAL SITE FOR TRASH DISPOSAL AT AN APPROVED LOCATION. NO ONSITE BURNING OF TRASH IS
PERMITTED.
27. THE CONTRACTOR SHALL RESTORE ALL GRASSED AND PAVED AREAS USED FOR HAUL ROADS, SLURRY PITS, OR STAGING AREAS TO
THEIR ORIGINAL CONDITION, INCLUDING THE ESTABLISHMENT OF TURF WHERE REQUIRED. NO DIRECT MEASUREMENT OR PAYMENT
WILL BE MADE FOR THE CONSTRUCTION, MAINTENANCE, RESTORATION, OR REPAIR TO SAID AREAS.
28. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL CLEAN AND RESTORE THE CONSTRUCTION WORK AREA. ALL
RUBBISH, SLURRY WASTE, AND OTHER MATERIALS SHALL BE DISPOSED OF OFF AIRPORT PROPERTY IN ACCORDANCE WITH ALL
CURRENT CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AT THE CONTRACTOR'S DISCRETION AND EXPENSE. THE CONTRACTOR
SHALL RESTORE ALL AREAS TO THEIR PRE-CONSTRUCTION CONDITION. IN AREAS WHERE A DAILY CLOSURE EXISTS, THE
CONTRACTOR MUST ABIDE BY THESE CONSTRAINTS AS WELL.
29. THE CONTRACTOR SHALL CONDUCT FINAL VACUUM CLEANING OF AFFECTED AIRPORT PAVEMENTS, TO THE OWNER'S SATISFACTION,
PRIOR TO REOPENING THE PAVEMENTS TO AIRCRAFT AND VEHICLE TRAFFIC. IN AREAS WHERE A DAILY CLOSURE EXISTS, THE
CONTRACTOR MUST ABIDE BY THESE CONSTRAINTS AS WELL. THE SWEEPER/VACUUM VEHICLE SHALL BE IN 100% WORKING ORDER
AND CAPABLE OF CLEANING BOTH WET AND DRY PAVEMENTS.
30. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER AND ENGINEER OF ANY PROBLEM IN CONFORMING TO THE
APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION.
31. NO FIELD CHANGES OR DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS SHALL BE MADE WITHOUT THE PRIOR APPROVAL OF THE
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
GENERAL NOTES:
CITY AND COUNTY OF DENVER PROJECT MANAGER.
32. THE QUALITY CONTROL PROGRAM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DEVELOP IN ACCORDANCE WITH
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
INDIVIDUAL SPECIFICATIONS AND TO BE APPROVED BY THE OWNER BEFORE WORK COMMENCES.
33. RETEST OF ANY FAILING QUALITY ASSURANCE TESTS CONDUCTED BY THE OWNER SHALL BE AT THE CONTRACTOR'S EXPENSE.
34. THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENTS AT ALL AREAS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENTS,
UNLESS OTHERWISE NOTED ON THE PLANS OR DETAILS. ALL SAWCUTS SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY
THE OWNER PRIOR TO CUTTING.
35. ONLY RUBBER TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT NOT TO BE REPLACE UNDER THIS CONTRACT.
36. ANY AREAS TO BE RE-STRIPED SHALL MATCH CURRENT STRIPING PATTERNS.
SCALE
AS SHOWN
37. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY DAMAGE CAUSED BY THE CONTRACTOR TO ANY PAVEMENT SENSOR OR
DATE
1/23/13
PAVEMENT UTILITY.
DRAWN BY:
38. ENVIRONMENTAL TESTING WILL BE REQUIRED FOR SLURRY DISPOSAL SITES AND TO BE INCLUDED IN MOBILIZATION COSTS AND SHALL
RBN
CHECKED BY:
INCLUDE PRE AND POST SOIL SAMPLING FOR pH, METALS, TPH AND/OR ADDITIONAL REQUIREMENTS UNDER CCD ENVIRONMENTAL
DIRECTION. SAMPLING SHALL BE DONE PRIOR TO SLURRY PIT CREATION AND UPON WORK COMPLETION. A SOIL SAMPLING PLAN SHALL
RBN
FAA AIP NO:
N/A
BE SUBMITTED TO CCD FOR APPROVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE SAMPLING
WORK BREAKDOWN NO.
AND REMEDIATION OF THE SLURRY PITS.
DESIGN CONTRACT NO.
39. ALL CONTRACTOR VEHICLES SHALL HAVE A FLASHING AMBER BEACON LOCATED ON THE TALLEST POINT OF THE VEHICLE. SAID
N/A
N/A
CONST. CONTRACT NO.
201208796
BEACON SHALL BE VISIBLE FOR 360 DEGREES AROUND THE VEHICLE.
40. ALL FLAGGERS SHALL BE CERTIFIED BY THE CDOT FLAGGER CERTIFICATION PROGRAM. INFORMATION ON THIS PROGRAM MAY BE
FOUND AT www.dot_cdot_flagger@state.co.us OR BY CALLING 303-757-9662.
VOLUME NO.
SHEET TITLE
GENERAL
NOTES
SHEET NO.
3.00
CADD FILE NO.
0003-GENERAL NOTES
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
CONTRACTOR
AOA ACCESS
GATE G5
VANDRIVER ST.
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
SHADY GROVE ST.
E 80th. AVE.
TO I-70
PENA BLVD.
E 75th. AVE.
75th. CIR.
JACKSON GAP ST.
E 74st. AVE.
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
35L
CONTRACTOR
STAGING AREA
SOUTH
CONCRETE
DISPOSAL
SITE
CONTRACTOR
AOA ACCESS
GATE G7
SCALE
AS SHOWN
DATE
E 71st. AVE.
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
CONTRACTOR
ACCESS
N
SHEET NO.
4.00
1000
CADD FILE NO.
0
2000
0004-CONTRACTOR ACCESS
CITY & COUNTY
of DENVER
CONCOURSE C
OAK HILL STREET
DENVER
INTERNATIONAL
AIRPORT
VSR
PHASE 9
MILESTONE 4
VSR
PHASE 10
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
CONCOURSE B
VANDRIVER STREET
MILESTONE 5
TAXIWAY L
TAXIWAY M
VSR
MILESTONE 3
PHASE 8
PHASE 7
VSR
ISSUE RECORD
NO. BY PURPOSE
1 RBN
CONCOURSE A
MILESTONE 1
VSR
BID
DATE CKD
1/23/13 RBN
MILESTONE 2
PHASE 2
PHASE 1
PHASE 3
PHASE 4
PHASE 5
PHASE 6
SCALE
TO GATE G5
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
LEGEND
PHASE LIMITS
MILESTONE LIMITS
WORK BREAKDOWN NO.
NOTES:
MILESTONE 1
90 DAYS
PHASE 1 - 5
MILESTONE 2
22 DAYS
PHASE 6
MILESTONE 3
PHASE 7, 8
N/A
ALL MILESTONES SHALL BE COMPLETED 112
CALENDAR DAYS AFTER NTP.
DESIGN CONTRACT NO.
PHASE 6 CLOSURE SHALL BE COORDINATED
WITH PHASE 2E OF THE RUNWAY 17R-35L
COMPLEX PAVEMENT REHAB PROJECT.
CONST. CONTRACT NO.
N/A
201208796
VOLUME NO.
DEMO WORK NEAR GATE AREAS SHALL BE
PERFORMED AT NIGHT.
40 DAYS
SHEET TITLE
PROJECT
LAYOUT
MILESTONE 4
PHASE 9
15 DAYS
N
MILESTONE 5
PHASE 10
19 DAYS
SHEET NO.
600
MILESTONE 6
5.00
20 DAYS
PHASE 11
0
1200
CADD FILE NO.
0005-PROJECT LAYOUT
PHASE
AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY
WORK AREA LOCATION
CLOSURE LIMITS
CONTRACTOR
ACCESS
WORK TYPE
WORK
PERIOD
WORK HOURS
ESTIMATED
WORK DURATION
(CALENDAR
DAYS)
CON-CURRENT
PHASES
WORK RESTRICTIONS
NOTES
PROTECTION OF
NAVAIDS
ADG
RESTRICTIONS
N/A
TW AS REDUCED
TO GROUP III, TW
AA CLOSED
ABEAM A34 - A40
N/A
PCCP REMOVE
& REPLACE
DAY &
NIGHT
NO RESTRICTIONS
19
7, 8, 9, 10
PHASE 2 -5 CANNOT BE CLOSED
N/A
GATE G5,
VANDRIVER ST,
VSR
N/A
TW AA REDUCED
TO GROUP II, TW
AS CLOSED
ABEAM A40. A40
CLOSED
N/A
PCCP REMOVE
& REPLACE
DAY &
NIGHT
NO RESTRICTIONS
12
7, 8, 9, 10
PHASE 1, 3 -5 CANNOT BE CLOSED
N/A
GATE G5,
VANDRIVER ST,
VSR
N/A
TW AS REDUCED
TO GROUP II, TW
AA CLOSED
ABEAM A40 - A48
N/A
PCCP REMOVE
& REPLACE
DAY &
NIGHT
NO RESTRICTIONS
22
7, 8, 9, 10
PHASE 1, 2, 4, 5, CANNOT BE CLOSED
N/A
GATE G5,
VANDRIVER ST,
VSR
N/A
TW AS REDUCED
TO GROUP III, TW
AA CLOSED
ABEAM A48 - A50
NORTH - SOUTH VSR RE-ROUTED
AROUND CLOSURE
PCCP REMOVE
& REPLACE
DAY &
NIGHT
NO RESTRICTIONS
12
7, 8, 9, 10
PHASE 1, 2, 3, 5 CANNOT BE CLOSED
N/A
GATE G5,
VANDRIVER ST,
VSR
N/A
TW AS REDUCED
TO GROUP III, TW
AA CLOSED
ABEAM A52 - A64
N/A
PCCP REMOVE
& REPLACE
DAY &
NIGHT
NO RESTRICTIONS
25
7, 8, 9, 10
PHASE 1-4 CANNOT BE CLOSED
N/A
GATE G5,
VANDRIVER ST,
VSR
N/A
TW AS REDUCED
TO GROUP III, TW
AA & K
INTERSECTION
CLOSED
N/A
PCCP REMOVE
& REPLACE
DAY &
NIGHT
NO RESTRICTIONS
22
7, 8, 9, 10
WORK MUST BE PERFORMED IN CONJUNCTION
WITH PHASE 2E OF RUNWAY PROJECT
N/A
GATE G5,
VANDRIVER ST,
VSR, OAK HILL
ST
N/A
TW H & AN
INTERSECTION
CLOSED
N/A
PCCP REMOVE
& REPLACE
DAY &
NIGHT
NO RESTRICTIONS
14
1, 2, 3, 4, 5, 6, 9, 10
PHASE 8 CANNOT BE CLOSED
N/A
TRAFFIC RESTRICTIONS
DENVER
INTERNATIONAL
AIRPORT
NORTH = TW AS GROUP III OFA
1
TW AA, WEST OF CENTER
CORE
SOUTH = NORTH EDGE VSR
EAST = ABEAM GATE A40
GATE G5,
VANDRIVER ST,
VSR
CITY & COUNTY
of DENVER
WEST = ABEAM GATE A34
NORTH = SOUTH EDGE OF VSR
SOUTH = TW AA GROUP III TSA
2
TW AS, ABEAM GATE A40
EAST = ABEAM GATE A40
WEST = ABEAM GATE A40
3
TW AA, EAST OF CENTER
CORE
SOUTH = NORTH EDGE OF SOUTH VSR
EAST = ABEAM GATE A48
WEST = ABEAM GATE A40
NORTH = TW AS GROUP III OFA
4
TW AA, ABEAM GATE A48
- A50
SOUTH = NORTH EDGE VSR
EAST = ABEAM GATE A50
WEST = ABEAM GATE A48
NORTH = TW AS GROUP III OFA
5
TW AA, ABEAM GATE A52
- A64
SOUTH = NORTH EDGE VSR
EAST = ABEAM GATE A64
WEST = ABEAM GATE A 52
NORTH = TW AS GROUP III OFA
6
TW AA & TW K
INTERSECTION
SOUTH = NORTH EDGE VSR
EAST = WEST EDGE OF VANDRIVER ST
WEST = 250' WEST IF TW K CENTERLINE
NORTH = TW BS GROUP V OFA
7
TW H & TW AN
INTERSECTION
SOUTH = 155' SOUTH OF TW AN CENTERLINE
EAST = WEST EDGE OAK HILL ST.
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
NORTH = TW AS GROUP III TSA
ISSUE RECORD
NO. BY PURPOSE
WEST = 155' WEST OF TW H CENTERLINE
1 RBN
BID
DATE CKD
1/23/13 RBN
NORTH = TW BS GROUP V TSA
8
TW AN & PURPLE LINE
INTERSECTION, WEST
SIDE OF APRON
SOUTH = PURPLE LINE GROUP III OFA
EAST = ABEAM GATE A27
GATE G5,
VANDRIVER ST,
VSR
N/A
TW BS REDUCED
TO GROUP IV, TW
AN CLOSED
ABEAM A25 - A27
N/A
PCCP REMOVE
& REPLACE
DAY &
NIGHT
NO RESTRICTIONS
26
1, 2, 3, 4, 5, 6, 9, 10
PHASE 7 CANNOT BE CLOSED
N/A
GATE G5,
VANDRIVER ST,
VSR
N/A
TW CS REDUCED
TO GROUP III,
PURPLE LINE
CLOSED ABEAM
C32. C32 CLOSED
N/A
PCCP REMOVE
& REPLACE
DAY &
NIGHT
NO RESTRICTIONS
15
ANY
N/A
N/A
WEST = AS REQUIRED
NORTH = SOUTH EDGE OF VSR
9
PURPLE LINE ABEAM
GATE C32, SOUTHWEST
QUADRANT CONCOURSE
C
SOUTH = TW CS GROUP III OFA
EAST = ABEAM GATE C32
SCALE
AS SHOWN
DATE
WEST = EAST EDGE VSR
1/23/13
DRAWN BY:
NORTH = SOUTH EDGE OF VSR
10
INNER HORSESHOE TW
ABEAM GATES B81 - B89
SOUTH = TW GROUP III TSA & OFA
EAST = ABEAM GATE B89
GATE G5,
VANDRIVER ST,
VSR
N/A
TW REDUCED TO
GROUP III,
REDUCED TO
GROUP II ABEAM
B81 - B83
RBN
CHECKED BY:
EAST - WEST VSR REDUCED TO
ONE LANE
PCCP REMOVE
& REPLACE
DAY &
NIGHT
NO RESTRICTIONS
19
ANY
N/A
N/A
N/A
WORK BREAKDOWN NO.
WEST = EAST EDGE VSR
N/A
DESIGN CONTRACT NO.
NORTH = PLACED AS NEEDED
SOUTH = PLACED AS NEEDED
11
DE-ICE PAD WA
EAST = PLACED AS NEEDED
WEST = PLACED AS NEEDED
RBN
FAA AIP NO:
N/A
GATE G5,
VANDRIVER ST,
VSR
N/A
N/A
N/A
ASPHALT
PAVEMENT
REMOVE &
REPLACE
CONST. CONTRACT NO.
DAY &
NIGHT
NO RESTRICTIONS
19
ANY
N/A
N/A
201208796
VOLUME NO.
SHEET TITLE
PHASE
DESCRIPTION
SHEET NO.
6.00
CADD FILE NO.
0007-PHASE DESCRIPTION
CITY & COUNTY
of DENVER
VSR
DENVER
INTERNATIONAL
AIRPORT
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
TERMINAL
TERMINAL
HAUL ROUTE
ISSUE RECORD
NO. BY PURPOSE
VANDRIVER ST.
VANDRIVER ST.
HAUL ROUTE
1 RBN
CONTRACTOR AOA
ACCESS GATE G5
CONTRACTOR AOA
ACCESS GATE G5
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
PHASE 1
RBN
PHASE 2
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
HAUL
ROUTES
PHASE 1 -2
N
SHEET NO.
600
0
7.00
1200
CADD FILE NO.
HAUL ROUTE -1
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
TERMINAL
TERMINAL
HAUL ROUTE
ISSUE RECORD
NO. BY PURPOSE
VANDRIVER ST.
VANDRIVER ST.
HAUL ROUTE
1 RBN
CONTRACTOR AOA
ACCESS GATE G5
CONTRACTOR AOA
ACCESS GATE G5
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
PHASE 3
RBN
PHASE 4
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
HAUL
ROUTES
PHASE 3 - 4
N
SHEET NO.
600
0
8.00
1200
CADD FILE NO.
HAUL ROUTE -2
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
TERMINAL
TERMINAL
HAUL ROUTE
ISSUE RECORD
NO. BY PURPOSE
VANDRIVER ST.
VANDRIVER ST.
HAUL ROUTE
1 RBN
CONTRACTOR AOA
ACCESS GATE G5
CONTRACTOR AOA
ACCESS GATE G5
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
PHASE 5
RBN
PHASE 6
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
HAUL
ROUTES
PHASE 5 - 6
N
SHEET NO.
600
0
9.00
1200
CADD FILE NO.
HAUL ROUTE -3
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
PHASE 7
CONCOURSE C
CONCOURSE B
VSR
TERMINAL
CONCOURSE A
PHASE 8
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
OAK HILL ST.
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
CONTRACTOR AOA
ACCESS GATE G5
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
HAUL
ROUTES
PHASE 7 - 8
HAUL ROUTE
SHEET NO.
10.00
600
VANDRIVER ST.
CADD FILE NO.
0
1200
HAUL ROUTE - 4
CITY & COUNTY
of DENVER
OAK HILL ST.
CONCOURSE C
CONCOURSE B
TERMINAL
CONCOURSE A
PHASE 9
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
ISSUE RECORD
NO. BY PURPOSE
1 RBN
DATE CKD
1/23/13 RBN
VSR
CONTRACTOR AOA
ACCESS GATE G5
BID
PHASE 10
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
HAUL ROUTE
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
VANDRIVER ST.
201208796
VOLUME NO.
SHEET TITLE
HAUL
ROUTES
PHASE 9 - 10
SHEET NO.
11.00
600
CADD FILE NO.
0
1200
HAUL ROUTE - 5
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
TA
X
IW
AY
B4
DE-ICE
PAD WA
PHASE 11
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
TAXIWAY G
CONTRACTOR AOA
ACCESS GATE G5
CONCOURSE B
VSR
TERMINAL
CONCOURSE A
OAK HILL ST.
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
HAUL ROUTE
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
VANDRIVER ST.
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
HAUL
ROUTES
PHASE 11
SHEET NO.
12.00
600
CADD FILE NO.
0
1200
HAUL ROUTE - 5.1
CARGO APRON
E
CONTRACTOR AOA
ALTERNATE ACCESS
GATE G7
DENVER
INTERNATIONAL
AIRPORT
.A
th
75
.
VE
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
E 71st. AVE.
CONTRACTOR
STAGING AREA
CITY & COUNTY
of DENVER
CONTRACTOR AOA
ACCESS GATE G5
SIGNATURE APRON
VANDRIVER ST.
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
ALTERNATE HAUL
ROUTE TO GATE G5
SCALE
AS SHOWN
DATE
1/23/13
35L
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
HAUL
ROUTES
GATE 7 - 5
SHEET NO.
600
13.00
0
1200
CADD FILE NO.
HAUL ROUTE - 6
CITY & COUNTY
of DENVER
CONCOURSE A
CONCOURSE A
A30
A32
A36
A34
A40
A38
A42
A48
VSR
PED. BRIDGE
VSR
TAXIWAY AS
93.0'
GROUP III OFA
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END-TO-END, SEE SAFETY
DETAIL SHEET
A46
A44
TAXIWAY AS
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END-TO-END, SEE SAFETY
DETAIL SHEET
59' GROUP III
TSA
BEGIN BARRICADES AT N.
E. CORNER OF BLDG.
TAXIWAY AA
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
A28
DENVER
INTERNATIONAL
AIRPORT
AIRPORT OFFICE BLDG
PHASE 1
93.0'
GROUP III OFA
TAXIWAY AA
AIRPORT OFFICE BLDG
PHASE 2
CONCOURSE A
CONCOURSE A
ISSUE RECORD
NO. BY PURPOSE
1 RBN
A40
A42
A46
A44
A48
A48
VSR
VSR TO BE ROUTED
AROUND PHASE 4
CLOSURE, SEE PHASE 4
PLAN SHEET
TAXIWAY AS
A50
A52
A56
A58
A60
BID
DATE CKD
1/23/13 RBN
A62
VSR
TAXIWAY AS
SCALE
59' GROUP III
TSA
93.0'
GROUP III OFA
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END-TO-END, SEE SAFETY
DETAIL SHEET
93.0'
GROUP III OFA
AS SHOWN
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END-TO-END, SEE SAFETY
DETAIL SHEET
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
TAXIWAY AA
RBN
TAXIWAY AA
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
AIRPORT OFFICE BLDG
VOLUME NO.
SHEET TITLE
BARRICADE
LAYOUT
PHASE 1 - 4
N
SHEET NO.
14.00
200
CADD FILE NO.
PHASE 3
PHASE 4
0
400
BARRICADE LAYOUT
CITY & COUNTY
of DENVER
GSE PARKING
A62
A62
TAXIWAY AS
VSR
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END-TO-END, SEE SAFETY
DETAIL SHEET
93.0'
GROUP III OFA
TAXIWAY AS
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END-TO-END, SEE SAFETY
DETAIL SHEET
93.0'
GROUP III OFA
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
A60
TAXIWAY AS
TAXIWAY L
A58
TAXIWAY K
A56
GSE PARKING
A52
AE3
AE3
A50
AE3
A48
AE3
CONCOURSE A
DENVER
INTERNATIONAL
AIRPORT
93.0'
GROUP III OFA
TAXIWAY AA
TAXIWAY AA
TAXIWAY AA
PHASE 6 TO BE PERFORMED AT SAME TIME AS
PHASE 2E OF RUNWAY PROJECT
B1W
B1W
B1W
PHASE 6
B1W
PHASE 5
B1
B1
B1
B1
GREEN LINE
TAXIWAY BS
ISSUE RECORD
NO. BY PURPOSE
107.0'
GROUP V TSA
1 RBN
BID
DATE CKD
1/23/13 RBN
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END-TO-END, SEE SAFETY
DETAIL SHEET
TAXIWAY AN
SCALE
OAK HILL STREET
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END-TO-END, SEE SAFETY
DETAIL SHEET
TAXIWAY BS
160' GROUP V OFA
TAXIWAY H
TAXIWAY G
TAXIWAY F
TAXIWAY BS
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
93.0'
GROUP III OFA
TAXIWAY AN
N/A
WORK BREAKDOWN NO.
TAXIWAY AN
N/A
PURPLE LINE
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
N
A25
A27
A29
A31
BARRICADE
LAYOUT
PHASE 5 - 8
A5
15.00
200
A4W
A4W
A4W
A5
A5
SHEET NO.
CADD FILE NO.
PHASE 7
PHASE 8
0
400
BARRICADE LAYOUT 2
CONCOURSE C
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
C32
C34
C36
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END-TO-END, SEE SAFETY
DETAIL SHEET
C36
VSR
STOP
VSR
C38
C40
STOP
CTC RAMP
HOLD HOLD
C38
PURPLE LINE
CONCOURSE B
B81
B83
B85
B87
B89
CTC RAMP
HOLD HOLD
93.0'
GROUP III OFA
59' GROUP III TSA
B91
93.0'
GROUP III OFA
TAXIWAY K
TAXIWAY CS
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
C30
VANDRIVER STREET
C28
CONCOURSE B
PHASE 9
PHASE 10
TAXIWAY WA
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END-TO-END OUTSIDE
MOVEMENT AREA
WA6
WA5W
WA5
WA4
WA3W
WA3
SCALE
AS SHOWN
DATE
GLYCOL FILL
STATION
DE-ICE PAD WA
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
WA6
WA5W
WA5
WA4
WA3W
N/A
B4
WA3
W
AY
DESIGN CONTRACT NO.
TA
XI
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
A3
W
W
A3
A5
W
A4
W
W
W
A5
W
TAXIWAY G
W
A6
SHEET TITLE
BARRICADE
LAYOUT
PHASE 9 - 11
N
VS
R
SHEET NO.
PHASE 11
200
0
16.00
400
CADD FILE NO.
BARRICADE LAYOUT 3
CITY & COUNTY
of DENVER
TUBING ENDS OPEN
DENVER
INTERNATIONAL
AIRPORT
3" MIN/
6" MAX
RED FLASHING
BATTERY OPERATED LIGHT
SAFETY ORANGE
36"
HEAVY DUTY REFLECTOR
TAPE (WHITE)
48"
HEAVY DUTY REFLECTOR
TAPE (WHITE)
STABILIZE DELINEATOR
BASE WITH SAND BAGS
SAFETY ORANGE
NTS
NTS
NTS
NTS
TEMPORARY ELECTRICAL JUMPER,
WHERE NEEDED.
SAFETY ORANGE BACKGROUND
WITH BLACK LETTERS
STABILIZE SIGN BASE
WITH SAND BAGS
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
EXISTING EDGE LIGHT
ISSUE RECORD
NO. BY PURPOSE
1 RBN
NTS
NTS
BID
DATE CKD
1/23/13 RBN
NTS
SCALE
AS SHOWN
NTS
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
SAFETY
DETAILS
SHEET NO.
17.00
CADD FILE NO.
0008-SAFETY DETAILS
EROSION CONTROL NOTES (CITY AND COUNTY OF DENVER):
1.
THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED
TO OR, ACCUMULATE IN, THE FLOWLINES, STORM DRAINAGE APPURTENANCES, AND PUBLIC RIGHTS OF WAYS OF THE CITY AND COUNTY OF DENVER AS A
RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED
IN A TIMELY MANNER.
2.
THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL
DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING, OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR
SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO THE MUNICIPAL SEPARATE STORM SEWER SYSTEM, RECEIVING WATERS,
WATERWAYS, WETLANDS, AND OR OTHER PUBLIC OR PRIVATE PROPERTIES, RESULTING FROM WORK DONE AS PART OF THIS PROJECT.
3.
SOIL STABILIZATION MEASURES SHALL BE IMPLEMENTED WITHIN FOURTEEN (14) DAYS FOLLOWING COMPLETION OF GRADING ACTIVITIES. STABILIZATION
OF DISTURBED AREAS ADJACENT TO RECEIVING WATERS OR WITH SLOPES 3 TO 1 OR GREATER SHALL BE COMPLETED WITHIN SEVEN (7) DAYS FOLLOWING
COMPLETION OF GRADING ACTIVITIES. NOTE: FEDERAL AND STATE REGULATIONS MAY SOON REQUIRE STABILIZATION WITHIN SEVEN (7) DAYS OF
COMPLETION OF GRADING ACTIVITIES. IN SUCH CASES, THE SHORTER TIMEFRAME SHALL APPLY TO PROJECTS WITHIN DENVER AS WELL.
4.
THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CUT AND FILL
MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON
PUBLIC RIGHTS OF WAY. (SEC.49-552; REVISED MUNICIPAL CODE)
CITY & COUNTY
of DENVER
INLET
SEE JOINT DETAIL
DENVER
INTERNATIONAL
AIRPORT
ANY GAP AT JOINT SHALL BE FILLED WITH 1
1/2" CRUSHED ROCK AND WRAPPED WITH
ADDITIONAL WIRE MESH SECURED TO
ENDS OF REINFORCED ROCK BERM
REINFORCED
ROCK BERM
12"
12"
5.
6.
1-1/2" CRUSHED
ROCK ENCLOSED
IN WIRE MESH
10" MIN.
SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE PROTECTED FROM WIND AND WATER EROSION WITHIN FOURTEEN (14) DAYS
OF STOCKPILE CONSTRUCTION. STABILIZATION OF STOCKPILES LOCATED WITHIN 100 FEET OF RECEIVING WATERS, OR WITH SLOPES 3 TO 1 OR GREATER
SHALL BE COMPLETED WITHIN SEVEN (7) DAYS FOLLOWING STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE
ACCOMPLISHED BY ANY OF THE FOLLOWING: MULCHING, TEMPORARY/PERMANENT REVEGETATION OPERATIONS, CHEMICAL SOIL STABILIZER APPLICATION
(REQUIRES DENVER PUBLIC WORKS APPROVAL), OR EROSION CONTROL MATTING/GEOTEXTILES. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF
RECEIVING WATERS, A DRAINAGEWAY OR THE SITE PERIMETER, ADDITIONAL SEDIMENT CONTROLS SUCH SHALL BE REQUIRED.
FILTERED
RUNOFF
2" IN SOIL
0" ON PAVMENT
7.
INLET
THIS PROJECT. AT A MINIMUM, THE PERMITTEE OR CONTRACTOR SHALL PRODUCE AND RETAIN WEEKLY WRITTEN INSPECTION RECORDS FOR ALL BMPS
AND AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IMMEDIATELY. ADDITIONALLY,
STREET SWEEPING IS TO BE COMPLETED BY THE CLOSE OF THE BUSINESS DAY OR (AND) ON AN AS NEEDED BASIS THROUGHOUT THE DAY.
8.
WATER USED IN THE CLEANING OF CONCRETE TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, CONCRETE WASHOUT AREA ON THE
JOB SITE. BERMED CONTAINMENT OR COMMERCIALLY AVAILABLE CONCRETE WASHOUT DEVICES THAT FULLY CONTAIN ALL WASH WATER ARE
ACCEPTABLE. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA OR DEVICE SHALL BE ALLOWED TO INFILTRATE, EVAPORATE, AND OR BE
DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. DRIED CEMENT WASTE IS TO BE REMOVED FROM THE CONTAINMENT AREA AND
PROPERLY DISPOSED. SHOULD THE USE OF A PREDEFINED BERMED CONTAINMENT AREA OR APPROVED WASHOUT DEVICE BE TECHNICALLY INFEASIBLE
DUE TO THE PROJECT SIZE, OR LACK OF AN AREA WITH A SUITABLE GROUND SURFACE FOR ESTABLISHING CONTAINMENT, PROPER DISPOSAL OF
CONCRETE WASHOUT AND WASH WATER AT THE JOB SITE SHALL CONFORM TO THE APPROVED TECHNIQUES AND PRACTICES IDENTIFIED IN THE
(SEC.56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER).
9.
THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING
WHEEL CUTTING, SAW CUTTING, OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF
ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. (SEC.56-102A, C; REVISED
MUNICIPAL CODE, CITY AND COUNTY OF DENVER)
10. PAVED AND IMPERVIOUS SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES MUST BE SWEPT ON A DAILY BASIS AND AS NEEDED DURING THE DAY
WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ONTO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS
ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH
WATER IS PROHIBITED. (SEC.56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER)
INLET PROTECTION INSTALLATION NOTES:
1.
CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET. RECYCLED CONCRETE
MEETING THIS GRADATION MAY BE USED.
2.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1.0 INCH (COMMONLY TERMED "CHICKEN
WIRE"). ROLL WIDTH SHALL BE 48-INCHES.
3.
WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6-INCH CENTERS ALONG ALL JOINTS AND AT 2-INCH CENTERS ON ENDS OF BERM.
4.
REINFORCED ROCK BERM SHALL BE CONSTRUCTED IN ONE PIECE OR SHALL BE CONSTRUCTED USING JOINT DETAIL.
INLET PROTECTION MAINTENANCE NOTES:
1.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION WEEKLY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT AS
NECESSARY. MORE FREQUENT INSPECTIONS AND REPAIRS SHALL BE REQUIRED DURING WINTER CONDITIONS DUE TO FREEZE/THAW PROBLEMS.
2.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS WITHIN
2-1/2 INCHES OF THE CREST.
3.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS APPROVED BY THE LOCAL
JURISDICTION.
4.
WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE DRILL SEEDED AND CRIMP MULCHED OR OTHERWISE
STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION.
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
REQUIRES APPROVAL FROM THE CITY AND COUNTY OF DENVER SWMP REVIEWER OR THE STORMWATER ENFORCEMENT INVESTIGATOR PRIOR TO
INSTALLATION.
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
EROSION CONTROL SEQUENCING NOTES:
1.
INSTALL ALL VEHICLE TRACKING CONTROL, INLET PROTECTION ON EXISTING INLETS, SEDIMENT CONTROL LOGS AROUND TOPSOIL STOCKPILE LOCATIONS,
CONSTRUCTION FENCING, AND SEDIMENT CONTROL LOGS AT THE TOE OF SLOPES PRIOR TO COMMENCING CLEARING AND GRUBBING OPERATIONS.
2.
AS FINISHED GRADES ARE COMPLETED, AREAS SHOULD BE SURFACE ROUGHENED WITHIN 48 HOURS.
3.
ALL DISTURBED AREAS SHALL BE SEEDED AND HYDRAULIC MULCHED WITHIN 14 DAYS OF COMPLETION OF GRADING.
4.
ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED AS NEEDED AND REDLINED ON THE PLANS BY THE SWMP ADMINISTRATOR.
SCALE
AS SHOWN
DATE
1/23/13
BMP MAINTENANCE NOTE:
DRAWN BY:
RBN
CHECKED BY:
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES AND OTHER PROTECTIVE MEASURES IDENTIFIED IN THE SWMP MUST BE MAINTAINED IN EFFECTIVE
OPERATING CONDITION. PROPER SELECTION AND INSTALLATION OF BMPS AND IMPLEMENTATION OF COMPREHENSIVE INSPECTION AND MAINTENANCE
PROCEDURES, IN ACCORDANCE WITH THE SWMP, SHOULD BE ADEQUATE TO MEET THIS CONDITION. BMPS THAT ARE NOT ADEQUATELY MAINTAINED IN
ACCORDANCE WITH GOOD ENGINEERING, HYDROLOGIC AND POLLUTION CONTROL PRACTICES, INCLUDING REMOVAL OF COLLECTED SEDIMENT OUTSIDE
THE ACCEPTABLE TOLERANCES OF THE BMPS, ARE CONSIDERED TO BE NO LONGER OPERATING EFFECTIVELY AND MUST BE ADDRESSED.
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
EROSION
CONTROL
DETAILS
SHEET NO.
18.00
CADD FILE NO.
0009-EROSION CONTROL
CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
DEMOLITION
DETAILS
SHEET NO.
19.00
CADD FILE NO.
00010-DEMO DETAILS
CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
JOINT
DETAILS
SHEET NO.
20.00
CADD FILE NO.
00011-JOINT DETAILS
CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
PAVEMENT
DETAILS
SHEET NO.
21.00
CADD FILE NO.
00012-PAVEMENT DETAILS
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
EXISTING
JOINTS
PCCP SLAB
EXISTING
SPALL
SAW CUT A MIN. OF 2"
BEYOND AND
PARALLEL AND
PERPENDICULAR TO
EXISTING JOINTS
PLAN VIEW
SAW CUT
FULL DEPTH
SAW CUT
FULL DEPTH
VARIES
T/2
EXISTING PCC
T
NEW PCC
EXISTING PCC
1 1/2" x 20" SMOOTH
DOWEL ON 18"
CENTERS
5/8" TIE BAR, 20" LONG ON
30" CENTERS
BOND BREAKER
FABRIC
EXISTING CTB TO REMAIN.
REPAIR AS REQUIRED
PRIOR TO PLACING P-501
SECTION VIEW
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
EXISTING
SPALL
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
EXISTING
JOINT
TIE BAR
EXISTING
SPALL
3" MIN.
SCALE
AS SHOWN
10" MIN.
DATE
1/23/13
DRAWN BY:
RBN
EXISTING
JOINT
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DOWEL / TIE BAR LAYOUT
DESIGN CONTRACT NO.
N/A
NOTES:
1. PAVEMENT SHALL BE REMOVED IN A WAY AS TO NOT DAMAGE THE PAVEMENT TO REMAIN. ANY DAMAGE TO
PAVEMENT WHICH IS TO REMAIN SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.
2. CONCRETE PAVEMENT SHALL BE REMOVED DOWN TO THE CEMENT TREATED BASE.
3. THE CONTRACTOR SHALL SAW CUT ALONG ALL PAVEMENT TO BE REMOVED. EXISTING DOWEL BARS SHALL BE
CUT OFF FLUSH AT THE SAW CUT LIMITS.
4. THE NEW PAVEMENT SHALL MATCH THE ELEVATION AND FINISH OF THE SURROUNDING PAVEMENT.
5. NEW JOINTS SHALL MATCH THE EXISTING JOINT PATTERN.
6. IF REPAIR LIMITS ARE WITHIN 4 FEET OF A JOINT, EXTEND REPAIR TO THAT JOINT.
7. ALL STEEL TO BE EPOXY COATED.
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
PAVMENT
REPAIR
DETAILS
SHEET NO.
22.00
FULL DEPTH PCC PAVEMENT REPAIR
CADD FILE NO.
00013-PAVEMENT REPAIRS
CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
NOTES:
1. NO DOWEL SHALL BE WITHIN 10" OF EDGE OF PANEL
2. NO DOWEL SHALL BE WITHIN 5 TO 8" OF ANY EXISTING DOWEL
3. VERIFY ALL DOWEL PLACEMENTS PRIOR TO DRILLING
DOWEL BAR
LAYOUT
SHEET NO.
23.00
CADD FILE NO.
00014-DOWEL BAR LAYOUT
1.
3" (TYP)
SEE NOTE 3
USE MANUFACTURER
RECOMMENDED METHODS
TO SHAVE INSULATION
L-823 SPLICE KIT. AMERACE SUPER
COMPLETE KIT OR APPROVED EQUAL
3" (TYP)
SEE NOTE 3
3" (TYP)
SEE NOTE 3
2.
ONLY THE LAST FIXTURE IN CIRCUIT SHALL BE CONNECTED TO THE RETURN
LEAD (WHITE STRIPED CONDUCTOR) OF THE CCR.
3.
ALL L-824 CABLES SHALL BE IDENTIFIED WITH A BLACK ON WHITE LAMINATE
FACTORY ENGRAVED ID TAG WITH ITS RESPECTIVE CIRCUIT/LOOP NUMBER AT
ALL ACCESSIBLE LOCATIONS. ATTACH THE ID TAG 12" FROM THE L-823
CONNECTORS, OR MIDLOOP IF NO CONNECTORS ARE REQUIRED. THE LOOPS
SHALL BE IDENTIFIED ON EACH SIDE OF THE L-823 CONNECTORS.
4.
ALL BASE CAN AND DUCT BANK COUNTERPOISE CONDUCTORS SHALL BE
EXOTHERMICALLY WELDED TO THE EXISTING COUNTERPOISE SYSTEM.
5.
BRASS ID MARKER TO BE INSTALLED ON OPPOSITE SIDE OF STRIPING ON
SINGLE CIRCUIT FIXTURES.
6.
CONTRACTOR SHALL WRAP THE SECONDARY OF THE TRANSFORMER TO
FIXTURE LEAD WITH RUBBER AND VINYL TAPE FOR ALL NEW SIGN
CONNECTIONS.
3/8" TEXT (TYP)
12"
L-824, 1/C #8 (5KV) CABLE
L-824, 5KV CABLE 19
STRAND, INSULATION
ETHYLENE-PROPYLENE RUBBER
NOTES:
1. THE CABLE SHALL BE THOROUGHLY CLEANED PRIOR TO THE INSTALLATION OF THE L-823 CONNECTOR KIT.
TYPICAL ID TEXT
NTS
2. INSTALLATION OF THE PIN/RECEPTACLE SHALL BE COMPLETED WITH "CRIMPING" TOOL SUPPLIED OR RECOMMENDED BY
THE MANUFACTURER AND DESIGNED FOR THIS SPECIFIC PURPOSE.
TOP VIEW
FINISHED
SURFACE
+0.00" -1/16"
TYPICAL L-824 (5KV) CABLE CONNECTOR DETAIL
NTS
L-823 SECONDARY, STYLE 7
CONNECTOR, SEE DETAIL
2 1/8" MIN
STYLE 7 RECEPTACLE
STYLE 1 PLUG
L-830 TRANSFORMER
L-823 PRIMARY CONNECTOR
SECTION
L-823 PRIMARY
CONNECTOR,
STYLE 2
SUPPLY CONDUCTOR
BLACK
CEMENTITOUS GROUT
RETURN
CONDUCTOR BLACK
WITH WHITE STRIPE
NOTE:
1. INSTALL ID MARKERS BY DRILLING IN AFTER CONCRETE HAS SET.
WRAP CONNECTION WITH SCOTCH SUPER 88 TAPE
1 1/2" ON EACH SIDE OF JOINT AND 1/2 LAPPED
L-823 PRIMARY CONNECTOR DO NOT INSTALL
CONNECTOR IN RETURN CABLE UNLESS SHOWN
ON THE PLANS OR DIRECTED BY THE RESIDENT
ENGINEER. UPDATE THE AS-BUILTS TO SHOW
EXACT LOCATION OF THE SPLICES
WHERE EXISTING CABLE INTERFACES WITH
NEW CABLE. INSTALL NEW CONNECTOR ON
EXISTING CABLE. SEE NOTE 2
A/F LIGHTING FIXTURE ID MARKER
NTS
IN-PAVEMENT FIXTURE SECONDARY CONNECTOR DETAIL
* INSTALL SHRINKABLE TUBING
OVER CONNECTOR
NTS
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
ISSUE RECORD
NO. BY PURPOSE
NOTES:
1 RBN
1. DO NOT USE HEAT SHRINK TUBING ON THE SECONDARY OF THE
L-830 TRANSFORMER WHEN CONNECTED TO AN ELEVATED FIXTURE.
COMPLETE UNIT
YELLOW BRASS
L-823 CONNECTORS SHALL BE INSTALLED ON ALL CABLES, BASE CAN, OR
OTHER ACCESSIBLE LOCATIONS EXCEPT AS MODIFIED BELOW: CONNECTORS
ARE NOT REQUIRED IN CABLES PASSING THROUGH A LIGHT BASE WITH A
FIXTURE AND NOT FEEDING THAT FIXTURE. THESE CABLES SHALL HAVE THE
REQUIRED SLACK AND CABLE ID TAGS IN EACH BASE CAN. CONNECTORS ARE
REQUIRED IN ALL CABLES IN ALL LIGHT BASE CANS THAT ARE USED ONLY AS
PULL-CANS (WITH NO FIXTURES).
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
NOTES:
CABLE ID TAG, SEE DETAIL
BID
DATE CKD
1/23/13 RBN
2. BOLD INFORMATION IS NEW. SCREENED INFORMATION IS EXISTING.
1/2"
SQUARE
TYPICAL LIGHTING CONNECTION SCHEMATIC IN BASE CAN
NTS
SCALE
AS SHOWN
CABLE WITH A T & B TYRAP CAT
#TY524MX OR APPROVED EQUAL
TOP VIEW
DATE
1/23/13
L-852
TWO-CIRCUIT
FIXTURE
FIXTURE ID TAG
FOR TR9SB3
(LEAD-OFF)
DRAWN BY:
RBN
CHECKED BY:
RBN
LAMINATE ENGRAVED ID TAGS
SEE NOTE 5
1/8"
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
1/4"
3/8" TEXT. SEE NOTE 3.
ID PER CIRCUITING PLANS
3/4"
WELD ALL
AROUND
N/A
FIXTURE ID TAG
FOR TR9SB2
(LEAD-ON)
CONST. CONTRACT NO.
201208796
2"
VOLUME NO.
1/2"
SHEET TITLE
TYPICAL L-824 CABLE ID TAG
ELECTRICAL
DETAILS
NTS
1/4"
3/8"
SHEET NO.
24.00
SECTION
NTS
FIXTURE ID NUMBER LOCATION
NTS
CADD FILE NO.
00015-ELECTRICAL DETAILS 1
CITY & COUNTY
of DENVER
NOTES:
1.
THE TOPS OF BASE CANS SHALL BE SURVEYED TO BE LOCATED A MINIMUM 2
3
8
BELOW THE FINISH SURFACE OF THE P501. SPACER RINGS AND/OR EXTENSION
L-823 SECONDARY CONNECTOR
KIT, SEE DETAIL
L-850A, L-850B, L-850C
L-852C, L-852D FIXTURE
(STYLE 3)
RINGS SHALL BE REQUIRED AND INSTALLED TO AC150/5345-42F OR LATEST.
SPACER RING WITH CONCRETE
RING, SEE NOTE 1
THE SPACER RING MAY BE REQUIRED TO BE THINNER OR THICKER DEPENDING
#3 DEFORMED BAR 19" I.D.
3 PER BASE CAN REQUIRED
LOAD RING
SHALL BE RESPONSIBLE TO MEASURE AND DETERMINE THE EXACT REQUIRED
THICKNESS OF EACH INDIVIDUAL SPACER RING REQUIRED TO PUT THE
3"
AIRFIELD LIGHTING FIXTURE AT THE CORRECT ELEVATION, PER FAA
#3 DEFORMED BAR 19" I.D.
3 PER BASE CAN REQUIRED
AC150/5345-46 LATEST EDITION. THE CONTRACTOR'S BID PRICE SHALL
INCLUDE FURNISHING AND INSTALLING ALL SPACER RINGS & CONCRETE
PROPERLY SIZE L-830
ISOLATION TRANSFORMER
L-823 PRIMARY
CONNECTOR KIT,
SEE DETAIL
DENVER
INTERNATIONAL
AIRPORT
ON BASE CAN INSTALLATION AND PAVING TECHNIQUES. THE CONTRACTOR
3 1/2"
L-868B, CLASS I, EPOXY COATED,
12"x22", 24", OR 26" DEEP (NOTES
10 AND 11). NUMBER HUBS AS
SHOWN ON PLAN SHEETS (NOTE 12)
ANTI-ROTATION
BAR (TYP OF 4)
"
#5 DEFORMED BAR 24" x 5".
6 PER BASE CAN REQUIRED
LAMINATE CABLE
TAG, SEE DETAIL
22"
RINGS. FIXTURE FLANGE RING SHALL HAVE O-RING GASKETED.
2.
THE P606 SEALER SHALL FILL THE VOID TO BE FLUSH OF THE TOP EDGE OF
THE CONCRETE RING. ANY OVER-POURS SHALL BE REMOVED BY AND AT THE
EXTERNAL GROUND LUG
NOT TO EXCEED
4'-0" OF SLACK
NOT TO EXCEED 4'-0" OF SLACK
CONTRACTOR'S EXPENSE.
BOND COUNTERPOISE TO REBAR
CAGE AND BASE CAN BY APPROVED
MECHANICAL MEANS
MAINTAIN BASE CAN AZIMUTH OF
SLIP-FITTER / RUBBER GROMMET
TAXIWAY CENTERLINE. SEE NOTE 13
1.25" MIN
3.
ALL BASE CAN INSTALLATION TECHNIQUES, METHODS, MATERIALS, ETC. SHALL
BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE
START OF WORK.
4.
2.5"
3"
TO PREVENT WATER FROM ENTERING THE STABILIZED SUBGRADE.
5.
BEFORE PAVING MAY PROCEED THE CONTRACTOR SHALL DEMONSTRATE TO
THE RESIDENT ENGINEER BY SURVEY THAT THE BASE CANS ARE AT THE
5"
CORRECT ELEVATION, AZIMUTH AND ROTATION AND THAT THE PROPER
CLEARANCE EXISTING BETWEEN THE BASE CAN AND THE PAVING TRAIN,
AFTER P610 ANCHOR.
PLAN VIEW
TYPICAL L-868B BASE CAN
REBAR DETAIL FOR ALL L-868B BASE CANS
NTS
NTS
6.
THE FINISHED PAVEMENT SURFACE SHALL BE PROTECTED FROM FOREIGN
SUBSTANCES WHICH WOULD CAUSE STAINING I.E. OIL, P605, ETC. THE
NTS
CONTRACTOR SHALL IMMEDIATELY CLEAN ALL SPILLS AND CORRECT/CLEAN
FINISH PCC
ANY STAINED SURFACES AT THE CONTRACTORS EXPENSE.
7.
USE ACETATE RESISTANT, CONDUCTIVE SEALANT BETWEEN ADAPTER/SPACE
RINGS, AND USE BETWEEN ADAPTER/SPACER RING AND BASE CAN. DO NOT
INSTALL SEALANT IN BASE CAN BOLT HOLES.
8.
THE FIXTURE MOUNTING BOLTS SHALL EXTEND THROUGH THE BASE CAN
MOUNTING FLANGE INTO THE BASE CAN
17" PCC
1
2"
MIN TO 1 21" MAX. THE BOLTS SHALL
HAVE ENOUGH THREAD LENGTH SO THEY DO NOT SHOULDER OUT BEFORE
THE FIXTURE IS SECURELY TIGHTENED. THE BOLTS SHALL BE TORQUED PER
LIGHT TO BE 0" TO 1/16"
BELOW PAVEMENT AT FAR EDGE
THE MANUFACTURERS RECOMMENDATIONS. THE BOLTS SHALL BE SUPPLIED
#6 AWG B.S.D. CU.
COUNTERPOISE
WITH CEC LOCK WASHERS.
2" SC 40 PVC
LIGHT FIXTURE
(STYLE 3)
9.
2.5" NOMINAL, 2" MIN
FLANGE WITH
CONCRETE RING (USE O-RING
BETWEEN FIXTURE AND CONCRETE
RING) VEGA CAT. NUMBER 54028Y
OR APPROVED EQUAL
THE NUMBER OF HUBS FOR A BASE CAN SHALL BE AS SHOWN ON THE PLANS.
THE HUBS SHALL BE FACTORY DRILLED PRIOR TO GALVANIZING AND EPOXY
0.25" TO 0.50"
COATING.
10. BASE CANS ON EACH SIDE OF THE "B" JOINT SHALL BE 26" DEEP AND ALL
CONDUITS ARE 2" MIN, BELOW THE TOP OF CTB.
5.25"
8" CEMENT TREATED
BASE COURSE
3"
11. LOCATE, CUT, AND CAP, PVC CONDUIT 12" BEYOND THE EDGE OF THE BASE
CAN. MINIMIZE DIGGING OF THE CTB COURSE TO REMAIN IN PLACE. CONDUIT
(P-606) SEALANT, SEE NOTE 2
GALVANIZED 1 3/8" SPACER
RING, SEE NOTE 1. USE SEALANT
BETWEEN SPACER RING(S) AND
CONCRETE RING, SEE NOTE 8
6"
CUT SHALL BE NEAT, CLEAN, AND PERPENDICULAR TO CONDUIT.
P-610
17" PORTLAND CEMENT
CONCRETE PAVEMENT
12. ANY DAMAGE TO THE CTB COURSE SHALL BE CORRECTED BY THE
12" STABILIZED
SUBGRADE
SEE NOTE 9
CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
CUT CONDUIT LEVEL
END BELL
COURSE, THE BASE CANS SHALL BE INSTALLED AND THE P610 PLACED SO AS
#5 DEFORMED BAR 24" x 5".
6 PER BASE CAN REQUIRED
2" SCH 40 PVC
IMMEDIATELY AFTER THE HOLES ARE CORED IN THE CEMENT TREATED BASE
13. MEANS AND METHODS OF REMOVAL WILL DETERMINE CONCRETE
REPLACEMENT AMOUNT AND SHALL BE INCIDENTAL TO THE BASE CAN LINE
L-868B BASE CAN
ITEM.
EARTH
14. SHORTING PLUGS ON THE SECONDARIES OF THE TRANSFORMERS OF
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
IN-PAVEMENT FIXTURES, TEMPORARY JUMPERS INSTALLED IN CONDUIT
AROUND REMOVAL AREA, AND SIGNS COVERED MAY BE REQUIRED.
15. COUNTERPOISE SHALL BE TESTED PRIOR TO SAW CUT AND AFTER P501
B - SECTION
JOINT DETAIL
NTS
PAVING TO ASSURE THE OHMIC RESISTIVE VALUE DOES NOT INCREASE.
16. WHEN ELECTRICAL JUMPER TIES LIGHTS TOGETHER ON EACH SIDE OF
CENTERLINE THE LOW PROFILE BARRICADES SHALL BE CONTINUOUS FOR THE
NTS
LENGTH OF THE ELECTRICAL JUMPER.
17. IN LIEU OF STAINLESS STEEL BOLTS AND ANTI-SEIZING COMPOUND, THE
SEE DETAIL THIS SHEET
FIXTURE ID MARKER. FOR
INSTALLATION, SEE DETAIL
CONTRACTOR CAN INSTALL DUAL COATED BOLTS THAT CONFORM TO FAA
FINISHED PCC
MIN.
4"
ENGINEERING BRIEF 83 OR CURRENT EDITION FOR FIXTURE MOUNTING BOLTS.
18. ALL BASE CAN BOLT REPAIRS SHALL BE DONE BY APPROVED MEANS USING A
JIG SUCH AS GARD BASE CAN TOP FLANGE REPAIR KIT OR APPROVED EQUAL.
FOR BASE CAN REQUIREMENTS,
SEE DETAIL 1 THIS SHEET. FOR
REBAR CAGE INSTALLATION, SEE
DETAIL 4 THIS SHEET
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
17" PCC
INTERCEPT COUNTERPOISE
AT EDGE OF PCCP REMOVAL
INSTALL NEW COUNTERPOISE
AFTER SUBGRADE PREP &
PRIOR TO PLACING NEW PCCP
CHECKED BY:
RBN
#6 AWG B.S.D. CU
COUNTERPOISE
THE P-610 ANCHOR SHALL
NOT ENCROACH ON THE 17"
PCC PAVEMENT THICKNESS
FAA AIP NO:
B - SECTION
EXOTHERMIC WELD
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
1 1/2"
CONST. CONTRACT NO.
201208796
VOLUME NO.
10' X 3/4" GROUNDING
ROD
6" MIN
12" STABILIZED
SUBGRADE
SHEET TITLE
ELECTRICAL
DETAILS
SHEET NO.
25.00
TYPICAL INSTALLATION DETAIL FOR IN-PAVEMENT FIXTURE (STYLE 3) WITH L-868B BASE CAN
NTS
CADD FILE NO.
00017-ELECTRICAL DETAILS 3
CITY & COUNTY
of DENVER
TRUE TAXIWAY
CENTERLINE (TYP)
CORE TO REMOVE ALL EXISTING
P-606 EPOXY SEALANT, FINISHED
WIDTH SHALL BE LESS THAN 1/2"
(SEE NOTE 2). PRIOR TO SEALING,
THE AREA SHALL BE CLEANED BY
SANDBLASTING OR COMPRESSED AIR.
CORED LOCATION SHALL BE ROUND
AND NEAT PRIOR TO SEALING
EXISTING LOCK WASHERS
COVER WITH
RECESSED BOLTS
INSTALL CONDUIT BETWEEN CENTERLINE AND RADIUS
NEW LOCK WASHERS
DENVER
INTERNATIONAL
AIRPORT
STEEL COVER PLATE
WITH RECESSED BOLTS
NEW EPOXY COATED
FLANGE WITH
CONCRETE RING
(SEE NOTE 3)
EXISTING FLANGE WITH
CONCRETE RING
FILL WITH P-606 EPOXY SEALANT
NOTE:
EXISTING 17" PORTLAND CEMENT
CONCRETE PAVEMENT
EXISTING L-868B
BASE CAN
EXISTING 17" PORTLAND CEMENT
CONCRETE PAVEMENT
NEW BOLTS
EXISTING L-868B
BASE CAN
EPOXY REMOVAL DETAIL
1. THE AXIS OF THE BEAM SHALL BE "TOED IN" TO INTERSECT THE CENTERLINE
AT A POINT APPROXIMATELY EQUAL TO FOUR TIMES THE SPACING OF LIGHTS
(EVERY FOURTH LIGHT) ON THE CURVE PORTION, AND SUCH SPACING SHALL
BE MEASURED ALONG THE CHORD OF THE CURVE.
CONDUIT INSTALL
EPOXY REPAIR DETAIL
NTS
UNIDIRECTIONAL LIGHT ON SPIRAL CURVE
NTS
NTS
NTS
NOTES:
1.
PRIOR TO ANY EPOXY SEALANT REPAIR, THE CONTRACTOR SHALL COORDINATE
WITH THE DIA PROJECT MANAGER FOR LOCATIONS WHERE EPOXY SEALANT
AROUND BASE CANS WILL TAKE PLACE.
2.
THE CONTRACTOR SHALL USE A TEMPLATE THAT WILL PROTECT EXISTING
PAVEMENT TO REMAIN AND SHALL BE APPROVED BY THE DIA PROJECT
MANAGER.
3.
EPOXY COATED FLANGE AND SPACER RINGS SHALL BE PROVIDED NEW ON BASE
CANS WHERE EPOXY REPAIR TAKES PLACE.
NEAREST POINT TO FIXTURE
TANGENT
TRUE TAXIWAY
CENTERLINE
SEE EPOXY REMOVAL AND REPAIR DETAIL
FINISHED PCC
EXISTING L-868 BASE CAN
BEAM AXIS, PARALLEL
WITH TANGENT (TYP
FOR ALL FIXTURES)
NOTE:
EXISTING 17" PCC
1. THE AXIS OF THE TWO BEAMS SHALL BE ORIENTED PARALLEL TO THE TANGENT
OF THE NEAREST POINT OF THE CURVE DESIGNATED AS THE TRUE CENTERLINE
OF THE TAXIING PATH.
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
NEW EPOXY COATED SPACER
RING (SEE NOTE 3)
EXISTING SPACER RING
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
BIDIRECTIONAL LIGHT ON CIRCULAR CURVE
EXISTING 8" CEMENT
TREATED BASE COURSE
EXISTING 12"
STABILIZED SUBGRADE
NTS
SCALE
AS SHOWN
DATE
1/23/13
EXISTING P-610
CONCRETE
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
ELECTRICAL
DETAILS
SHEET NO.
26.00
REPAIR OF EPOXY SEALANT AROUND LIGHT CANS
NTS
CADD FILE NO.
00018-ELECTRICAL DETAILS 4
CITY & COUNTY
of DENVER
NOTES:
ALL TAXIWAY MARKINGS WILL BE PAINTED AVIATION YELLOW, WITH REFLECTIVE MEDIA. MARKINGS WILL BE
OUTLINED WITH A 6" WIDE BORDER OF BLACK PAINT, FOR TAXIWAY CENTERLINE MARKINGS ALONG SMGCS
ROUTES. PURPLE OR GREEN MARKINGS WILL BE PAINTED IN COMPLIANCE WITH DIA PAINT DEPARTMENT
REQUIREMENTS.
2.
ALL TAXIWAY CENTERLINE MARKING SHALL MATCH EXISTING LAYOUT. FOR COMPLEX MARKING, CONTRACTOR
SHALL LOCATE PAINT BY SURVEYING PRIOR TO CONSTRUCTION.
3.
IN PAVEMENT LIGHT FIXTURES SHALL BE COVERED SO THEY ARE PROTECTED FROM BEING PAINTED. PAINT
SHALL BE CLEANED FROM ALL LIGHT FIXTURES.
4.
NEW PAVEMENT MARKING SHALL EXTEND ONE FULL PANEL ON EITHER SIDE OF REPLACED PCCP, FOR ALL NEW
MARKINGS. EXISTING MARKING SHALL BE REMOVED PRIOR TO PLACING NEW MARKINGS.
TAXIWAY CENTERLINE LIGHT
TAXIWAY CENTERLINE LIGHT
EDGE OF TAXIWAY PAVEMENT
SHOULDER
CURVE MEASURE POINT
SOLID BLACK LINE 6" WIDE
SOLID YELLOW LINE 12" WIDE
NOTE:
1.
SOLID BLACK LINE 6" WIDE
CURVE MEASURE POINT
TAXIWAY
DOUBLE YELLOW
LINES 6" WIDE
SOLID YELLOW LINE
12" WIDE
DENVER
INTERNATIONAL
AIRPORT
CURVE MEASURE POINT
NOTE:
CENTERLINE DIMENSIONS ARE FOR REFERENCE PURPOSES ONLY. CENTERLINE
STRIPING SHALL BE MARKED AT 2'-6" FROM CENTER OF MARKING TO CENTER OF
CENTERLINE LIGHT.
1.
CENTERLINE DIMENSIONS ARE FOR REFERENCE PURPOSES ONLY. CENTERLINE STRIPING
SHALL BE MARKED AT 2'-6" FROM CENTER OF MARKING TO CENTER OF CENTERLINE LIGHT.
DOUBLE BLACK
LINES 6" WIDE
TAXIWAY CENTERLINE MARKING DETAIL (NON-SMCGS ROUTE)
NTS
TAXIWAY CENTERLINE MARKING DETAIL (SMGCS ROUTE)
NTS
TAXIWAY EDGE (PCC) MARKING DETAIL
NTS
SOLID YELLOW LINE 6" WIDE
SOLID YELLOW LINE 6" WIDE
SOLID GREEN LINE
12" WIDE
SOLID YELLOW LINE 12" WIDE
SOLID PURPLE LINE 12" WIDE
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
1.
ISSUE RECORD
NO. BY PURPOSE
1 RBN
FOMO MARKING DETAIL
NTS
GREEN LINE MARKING DETAIL
NTS
BID
DATE CKD
1/23/13 RBN
PURPLE LINE MARKING DETAIL
NTS
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
MARKING
DETAILS
SHEET NO.
27.00
CADD FILE NO.
00019-MARKING DETAILS
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
A34
A36
VSR
A38
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
TAXIWAY AS
93.00'
375.00'
59.00'
75.00'
362.80'
32.00'
75.00'
TAXIWAY AA
106.51'
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
725.00'
11.00'
SCALE
AS SHOWN
DATE
1/23/13
TERMINAL
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
REMOVE & REPLACE
PCCP
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
VOLUME NO.
SHEET TITLE
GEOMETRY
PHASE 1
N
SHOULDER PAVING
REPAIR
SHEET NO.
60
0
28.00
120
CADD FILE NO.
PHASE 1 - GEOMETRY
CITY & COUNTY
of DENVER
D
F
F
D
F
F
F
F
D
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
D
MATCH EXISTING
ELEVATION
125.00'
D
D
75.00'
D
D
F
F
ISSUE RECORD
NO. BY PURPOSE
25.00'
1 RBN
BID
DATE CKD
1/23/13 RBN
D
D
L
36.50'
200.00'
L
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
NON-REINFORCED PCCP = 1,000 SY
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
REINFORCED PCCP = 32 SY
B
VOLUME NO.
SHEET TITLE
JOINT TYPE - SEE DETAIL
SHEET
PAVING
PHASE 1
N
SHEET NO.
SHOULDER PAVING REPAIR
60
0
29.00
120
CADD FILE NO.
PHASE 1 - PAVING
CITY & COUNTY
of DENVER
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
TAAC1-02579
TAXIWAY AS
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
TAAC1-02578
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
TAAC1-02580
J
T
TAXIWAY AA
S
S
S
S
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
T
S
S
T
S
C
T
S
S
S
S
S
S
S
S
S
S
R
R
R
R
R
R
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
S = INSTALL SHORTING PLUG ON SECONDARY ISOLATION TRANSFORMER = 17
N/A
DESIGN CONTRACT NO.
N/A
T = INSTALL NEW 65W TRANSFORMER = 4
CONST. CONTRACT NO.
201208796
VOLUME NO.
J = INSTALL TEMPORARY JUMPER IN ORANGE CONDUIT, 2/C #8, 19 STRAND, 5000V, L-824, TYPE B = 645 LF
SHEET TITLE
R = REMOVE TW EDGE LIGHT AND INSTALL COVER PLATE, REINSTALL TW EDGE LIGHT = 6
ELECTRICAL
PHASE 1
N
SHEET NO.
C = INSTALL CABLE, 1/C #8, 19 STRAND, 5000V, L-824, TYBE B = 464 LF
100
0
30.00
200
CADD FILE NO.
PHASE 1 - ELECTRICAL
CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
TAXIWAY AS
REPLACE 554 SF OF
TAXIWAY C/L (SMGCS
ROUTE)
TAXIWAY AA
ISSUE RECORD
NO. BY PURPOSE
1 RBN
REPLACE 192 SF OF
TAXIWAY EDGE MARKING
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
MARKING
PHASE 1
N
SHEET NO.
60
0
31.00
120
CADD FILE NO.
PHASE 1 - MARKING
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
CONCOURSE A
50.00'
A42
VSR
A44
A46
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
A40
100.00'
164.00'
152.16'
TAXIWAY AS
18.00'
93.00'
ISSUE RECORD
NO. BY PURPOSE
59.00'
1 RBN
BID
DATE CKD
1/23/13 RBN
TAXIWAY AA
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
REMOVE & REPLACE
PCCP
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
VOLUME NO.
SHEET TITLE
GEOMETRY
PHASE 2
N
SHEET NO.
60
0
32.00
120
CADD FILE NO.
PHASE 2 - GEOMETRY
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
D
D
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
25.00'
D
D
F
F
100.00'
F
D
D
MATCH EXISTING
ELEVATION
D
D
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
NON-REINFORCED PCCP = 278 SY
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
REINFORCED PCCP = 0 SY
B
VOLUME NO.
SHEET TITLE
JOINT TYPE - SEE DETAIL
SHEET
PAVING
PHASE 2
N
SHEET NO.
60
0
33.00
120
CADD FILE NO.
PHASE 2 - PAVING
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
S
S
S
S
S
T
C
S
T
S
S
S
S
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
TASC1-02569
S
T
J
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
S = INSTALL SHORTING PLUG ON SECONDARY ISOLATION TRANSFORMER = 11
N/A
DESIGN CONTRACT NO.
N/A
T = INSTALL NEW 65W TRANSFORMER = 3
CONST. CONTRACT NO.
201208796
VOLUME NO.
J = INSTALL TEMPORARY JUMPER IN ORANGE CONDUIT, 2/C #8, 19 STRAND, 5000V, L-824, TYPE B = 340 LF
SHEET TITLE
R = REMOVE TW EDGE LIGHT AND INSTALL COVER PLATE, REINSTALL TW EDGE LIGHT = 0
ELECTRICAL
PHASE 2
N
SHEET NO.
C = INSTALL CABLE, 1/C #8, 19 STRAND, 5000V, L-824, TYBE B = 216 LF
60
0
34.00
120
CADD FILE NO.
PHASE 2 - ELECTRICAL
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
REPLACE 156 SF
OF TAXIWAY C/L
(SMGCS ROUTE)
TAXIWAY AS
TAXIWAY AA
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
MARKING
PHASE 2
N
SHEET NO.
60
0
35.00
120
CADD FILE NO.
PHASE 2 - MARKING
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
A40
A42
A44
A46
A48
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
VSR
TAXIWAY AS
59.00'
93.00'
16.00'
525.00'
50.00'
59.00'
TAXIWAY AA
106.50'
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
12.50'
11.00'
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
REMOVE & REPLACE
PCCP
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
VOLUME NO.
SHEET TITLE
GEOMETRY
PHASE 3
N
SHOULDER PAVING
REPAIR
SHEET NO.
60
0
36.00
120
CADD FILE NO.
PHASE 3 - GEOMETRY
CITY & COUNTY
of DENVER
D
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
D
25.00'
D
D
F
MATCH EXISTING
ELEVATION
77.00'
D
F
113.50'
575.00'
F
D
D
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
ISSUE RECORD
NO. BY PURPOSE
1 RBN
25.00'
F
BID
DATE CKD
1/23/13 RBN
D
L
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
NON-REINFORCED PCCP = 1,881 SY
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
REINFORCED PCCP= 32 SY
B
VOLUME NO.
SHEET TITLE
JOINT TYPE - SEE DETAIL
SHEET
PAVING
PHASE 3
N
SHEET NO.
SHOULDER PAVING REPAIR
60
0
37.00
120
CADD FILE NO.
PHASE 3 - PAVING
RK
NO
G
IN
PA
CITY & COUNTY
of DENVER
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
TAAC1-02570
S
S
S
S
S
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
J
T
S
C
S
S
S
S
S
S
S
S
S
T
S
S
S
S
S
S
ISSUE RECORD
NO. BY PURPOSE
T
1 RBN
BID
DATE CKD
1/23/13 RBN
R
R
R
R
R
R
R
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
S = INSTALL SHORTING PLUG ON SECONDARY ISOLATION TRANSFORMER = 16
N/A
DESIGN CONTRACT NO.
N/A
T = INSTALL NEW 65W TRANSFORMER = 3
CONST. CONTRACT NO.
201208796
VOLUME NO.
J = INSTALL TEMPORARY JUMPER IN ORANGE CONDUIT, 2/C #8, 19 STRAND, 5000V, L-824, TYPE B = 820 LF
SHEET TITLE
R = REMOVE TW EDGE LIGHT AND INSTALL COVER PLATE, REINSTALL TW EDGE LIGHT = 7
ELECTRICAL
PHASE 3
N
SHEET NO.
C = INSTALL CABLE, 1/C #8, 19 STRAND, 5000V, L-824, TYBE B = 216 LF
100
0
38.00
200
CADD FILE NO.
PHASE 3 - ELECTRICAL
CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
TAXIWAY AS
REPLACE 1,296
SF OF TAXIWAY
C/L (SMGCS
ROUTE)
TAXIWAY AA
ISSUE RECORD
NO. BY PURPOSE
1 RBN
REPLACE 187 SF
OF TAXIWAY
EDGE MARKING
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
MARKING
PHASE 3
N
SHEET NO.
60
0
39.00
120
CADD FILE NO.
PHASE 3 - MARKING
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
A46
A48
A50
A52
A56
A58
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
VSR
PLACE DETOUR
SIGN M4-9L, SEE
SAFETY DETAIL
93.00'
SHEET
VSR
TAXIWAY AS
VSR RELOCATED
73.66'
196.05'
59.00'
12.50'
106.50'
76.07'
ISSUE RECORD
NO. BY PURPOSE
TAXIWAY AA
1 RBN
BID
DATE CKD
1/23/13 RBN
20.00'
22.50'
262.50'
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
REMOVE & REPLACE
PCCP
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
VOLUME NO.
SHEET TITLE
GEOMETRY
PHASE 4
N
SHEET NO.
60
0
40.00
120
CADD FILE NO.
PHASE 4 - GEOMETRY
CITY & COUNTY
of DENVER
D
D
D
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
D
MATCH EXISTING
ELEVATION
125.00'
75.00'
D
D
F
F
F
F
F
F
ISSUE RECORD
NO. BY PURPOSE
1 RBN
25.00'
BID
DATE CKD
1/23/13 RBN
D
D
11.50'
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
NON-REINFORCED PCCP = 556 SY
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
REINFORCED PCCP = 0 SY
B
VOLUME NO.
SHEET TITLE
JOINT TYPE - SEE DETAIL
SHEET
PAVING
PHASE 4
N
SHEET NO.
60
0
41.00
120
CADD FILE NO.
PHASE 4 - PAVING
CITY & COUNTY
of DENVER
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
S
ISSUE RECORD
NO. BY PURPOSE
1 RBN
R
R
BID
DATE CKD
1/23/13 RBN
R
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
S = INSTALL SHORTING PLUG ON SECONDARY ISOLATION TRANSFORMER = 17
N/A
DESIGN CONTRACT NO.
N/A
T = INSTALL NEW 65W TRANSFORMER = 0
CONST. CONTRACT NO.
201208796
VOLUME NO.
J = INSTALL TEMPORARY JUMPER IN ORANGE CONDUIT, 2/C #8, 19 STRAND, 5000V, L-824, TYPE B = 0
SHEET TITLE
R = REMOVE TW EDGE LIGHT AND INSTALL COVER PLATE, REINSTALL TW EDGE LIGHT = 3
ELECTRICAL
PHASE 4
N
SHEET NO.
C = INSTALL CABLE, 1/C #8, 19 STRAND, 5000V, L-824, TYBE B = 0 LF
60
0
42.00
120
CADD FILE NO.
PHASE 4 - ELECTRICAL
CITY & COUNTY
of DENVER
REPLACE 328 SF
OF TAXIWAY C/L
(SMGCS ROUTE)
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
REPLACE 200 SF
OF TAXIWAY C/L
(SMGCS ROUTE)
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
REPLACE 52 SF OF
VSR EDGELINE
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
MARKING
PHASE 4
N
SHEET NO.
60
0
43.00
120
CADD FILE NO.
PHASE 4 - MARKING
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
A52
A56
A58
A60
A62
B91
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
VSR
TAXIWAY AS
93.00'
725.00'
59.00'
25.00'
32.00'
106.50'
TAXIWAY AA
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
25.00'
22.50'
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
REMOVE & REPLACE
PCCP
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
VOLUME NO.
SHEET TITLE
GEOMETRY
PHASE 5
N
SHEET NO.
60
0
44.00
120
CADD FILE NO.
PHASE 5 - GEOMETRY
CITY & COUNTY
of DENVER
D
D
D
D
D
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
D
MATCH EXISTING
ELEVATION
125.00'
D
D
F
175.00'
D
D
F
F
F
F
F
F
F
F
D
F
F
D
F
F
D
F
325.00'
D
D
F
F
F
F
F
F
F
F
F
F
F
F
F
ISSUE RECORD
NO. BY PURPOSE
1 RBN
25.00'
F
BID
DATE CKD
1/23/13 RBN
D
D
625.00'
25.00'
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
NON-REINFORCED PCCP = 2,181 SY
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
REINFORCED PCCP = 0 SY
B
VOLUME NO.
SHEET TITLE
JOINT TYPE - SEE DETAIL
SHEET
PAVING
PHASE 5
N
SHEET NO.
60
0
45.00
120
CADD FILE NO.
PHASE 5 - PAVING
NG
I
RK
NO
NO
PA
RK
PA
CITY & COUNTY
of DENVER
NG
I
DENVER
INTERNATIONAL
AIRPORT
NG
KI
NO
R
PA
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
AE3
AE3
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
TAAC1-02549
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
TAAC1-02548
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
TAAC1-02547
J
ISSUE RECORD
NO. BY PURPOSE
1 RBN
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
BID
DATE CKD
1/23/13 RBN
S
C
T
T
R
R
T
R
R
T
R
R
R
R
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
S = INSTALL SHORTING PLUG ON SECONDARY ISOLATION TRANSFORMER = 21
N/A
DESIGN CONTRACT NO.
N/A
T = INSTALL NEW 65W TRANSFORMER = 4
CONST. CONTRACT NO.
201208796
VOLUME NO.
J = INSTALL TEMPORARY JUMPER IN ORANGE CONDUIT, 2/C #8, 19 STRAND, 5000V, L-824, TYPE B = 870 LF
SHEET TITLE
R = REMOVE TW EDGE LIGHT AND INSTALL COVER PLATE, REINSTALL TW EDGE LIGHT = 8
ELECTRICAL
PHASE 5
N
SHEET NO.
C = INSTALL CABLE, 1/C #8, 19 STRAND, 5000V, L-824, TYBE B = 464 LF
100
0
46.00
200
CADD FILE NO.
PHASE 5 - ELECTRICAL
CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
TAXIWAY AS
TAXIWAY AA
REPLACE 1,402 SF OF
TAXIWAY C/L (SMGCS
ROUTE)
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
MARKING
PHASE 5
N
SHEET NO.
60
0
47.00
120
CADD FILE NO.
PHASE 5 - MARKING
CITY & COUNTY
of DENVER
TAXIWAY AS
TAXIWAY K
DENVER
INTERNATIONAL
AIRPORT
VSR
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
TAXIWAY AS
93.00'
7.00'
541.98'
50.00'
TAXIWAY AA
VANDRIVER STREET
151.26'
TAXIWAY AA
255.65'
237.12'
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
166.17'
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
REMOVE & REPLACE
PCCP
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
VOLUME NO.
SHEET TITLE
GEOMETRY
PHASE 6
N
SHEET NO.
60
0
48.00
120
CADD FILE NO.
PHASE 6 - GEOMETRY
CITY & COUNTY
of DENVER
D
D
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
B
MATCH EXISTING
ELEVATION
251.50'
D
F
D
D
52.00'
D
F
F
D
D
F
F
F
F
D
F
F
F
25.00'
201.50'
F
F
D
F
D
F
ISSUE RECORD
NO. BY PURPOSE
B
1 RBN
25.00'
D
BID
DATE CKD
1/23/13 RBN
D
100.00'
F
F
23.00'
D
MATCH EXISTING
ELEVATION
75.75'
D
SCALE
D
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
NON-REINFORCED PCCP = 1,465 SY
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
REINFORCED PCCP = 0 SY
B
VOLUME NO.
SHEET TITLE
JOINT TYPE - SEE DETAIL
SHEET
PAVING
PHASE 6
N
SHEET NO.
60
0
49.00
120
CADD FILE NO.
PHASE 6 - PAVING
CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
GSE PARKING
AE3
AE3
DENVER
INTERNATIONAL
AIRPORT
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
TAAC1-02532
J
S
S
S
S
S
S
S
ISSUE RECORD
NO. BY PURPOSE
S
1 RBN
C
T
BID
DATE CKD
1/23/13 RBN
T
R
R
T
R
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
TAAC1-02531
R
S
R
S
S
S
S
S
R
SCALE
AS SHOWN
R
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
S = INSTALL SHORTING PLUG ON SECONDARY ISOLATION TRANSFORMER = 33
N/A
DESIGN CONTRACT NO.
N/A
T = INSTALL NEW 65W TRANSFORMER = 3
CONST. CONTRACT NO.
201208796
VOLUME NO.
J = INSTALL TEMPORARY JUMPER IN ORANGE CONDUIT, 2/C #8, 19 STRAND, 5000V, L-824, TYPE B = 665 LF
SHEET TITLE
R = REMOVE TW EDGE LIGHT AND INSTALL COVER PLATE, REINSTALL TW EDGE LIGHT = 7
ELECTRICAL
PHASE 6
N
SHEET NO.
C = INSTALL CABLE, 1/C #8, 19 STRAND, 5000V, L-824, TYBE B = 332 LF
100
0
50.00
200
CADD FILE NO.
PHASE 6 - ELECTRICAL
CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
TAXIWAY K
DENVER
INTERNATIONAL
AIRPORT
TAXIWAY AS
NON-SMGCS
ROUTE
REPLACE 613 SF
OF TAXIWAY C/L
TAXIWAY AA
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SMGCS ROUTE
REPLACE 100 SF
OF TAXIWAY C/L
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
MARKING
PHASE 6
N
SHEET NO.
60
0
51.00
120
CADD FILE NO.
PHASE 6 - MARKING
CITY & COUNTY
of DENVER
25.00'
TYP.
TAXIWAY AN
25.00'
TYP.
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
107.00'
OAK HILL STREET
DENVER
INTERNATIONAL
AIRPORT
TAXIWAY AN
55.00'
87.50'
25.00'
20.00'
18.75'
75.00'
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
TAXIWAY H
VSR
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
A5
A5
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
REMOVE & REPLACE
PCCP
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
VOLUME NO.
SHEET TITLE
GEOMETRY
PHASE 7
N
SHEET NO.
60
0
52.00
120
CADD FILE NO.
PHASE 7 GEOMETRY
CITY & COUNTY
of DENVER
TAXIWAY AN
D
B
D
D
D
D
F
D
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
OAK HILL STREET
DENVER
INTERNATIONAL
AIRPORT
F
F
B
B
D
D
B
ISSUE RECORD
NO. BY PURPOSE
MATCH EXISTING
ELEVATION
1 RBN
BID
DATE CKD
1/23/13 RBN
TAXIWAY H
VSR
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
A5
A5
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
NON-REINFORCED PCCP = 320 SY
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
REINFORCED PCCP = 0 SY
SHEET TITLE
B
JOINT TYPE - SEE DETAIL
SHEET
PAVING
PHASE 7
N
SHEET NO.
60
0
53.00
120
CADD FILE NO.
PHASE 7 PAVING
CITY & COUNTY
of DENVER
COVER TW
EDGE LIGHTS
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
OAK HILL STREET
DENVER
INTERNATIONAL
AIRPORT
TIE BACK
T
TAXIWAY AN
TAXIWAY AN
T
T
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
THC1-02633 & THC1-02634
T
T
REMOVE & INSTALL
NEW LIGHT CAN &
FIXTURE # THC1-02647
1 RBN
BID
DATE CKD
1/23/13 RBN
A5
VSR
SCALE
AS SHOWN
TIE BACK AT FIXTURE #
THC1-02601
A4W
TAXIWAY H
A4W
A4W
A5
A5
COVER TW
EDGE LIGHTS
ISSUE RECORD
NO. BY PURPOSE
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
T
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
S = INSTALL SHORTING PLUG ON SECONDARY ISOLATION TRANSFORMER = 0
N/A
DESIGN CONTRACT NO.
N/A
T = INSTALL NEW 65W TRANSFORMER = 6
CONST. CONTRACT NO.
201208796
VOLUME NO.
J = INSTALL TEMPORARY JUMPER IN ORANGE CONDUIT, 2/C #8, 19 STRAND, 5000V, L-824, TYPE B = 0 LF
SHEET TITLE
R = REMOVE TW EDGE LIGHT AND INSTALL COVER PLATE, REINSTALL TW EDGE LIGHT = 0
N
C = INSTALL CABLE, 1/C #8, 19 STRAND, 5000V, L-824, TYBE B = 352 LF
100
ELECTRICAL
PHASE 7
SHEET NO.
0
54.00
200
CADD FILE NO.
PHASE 7 ELECTRICAL
CITY & COUNTY
of DENVER
TAXIWAY AN
REPLACE 219
SF TAXIWAY
C/L,
(NON-SMGCS
ROUTE)
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
OAK HILL STREET
DENVER
INTERNATIONAL
AIRPORT
TAXIWAY AN
TAXIWAY H
REPLACE 136
SF TAXIWAY
C/L, (SMGCS
ROUTE)
REPLACE 152
SF TAXIWAY
C/L, (SMGCS
ROUTE)
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
VSR
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
A5
A5
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
MARKING
PHASE 7
N
SHEET NO.
60
0
55.00
120
CADD FILE NO.
PHASE 7 MARKING
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
TAXIWAY BS
STORM INLET
SDG-02561
107.00'
STORM INLET
SDG-02560
425.00'
15.00'
175.00'
FIXTURE ID #
TANC1-02577
25.00'
TYP.
224.00'
25.00'
TYP.
75.00'
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
STORM INLET
SDG-02562
150.00'
322.19'
TAXIWAY AN
50.00'
FIXTURE ID #
TANC1-02584
200.98'
93.00'
ISSUE RECORD
NO. BY PURPOSE
1 RBN
PURPLE LINE
BID
DATE CKD
1/23/13 RBN
SCALE
VSR
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
REMOVE & REPLACE
PCCP
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
VOLUME NO.
SHEET TITLE
GEOMETRY
PHASE 8
N
SHEET NO.
100
0
56.00
200
CADD FILE NO.
PHASE 8 - GEOMETRY
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
TAXIWAY BS
D
NOTE:
JOINT AROUND STORM INLET
TO BE A B TYPE JOINT
D
D
100.00'
D
D
D
F
F
F
D
D
F
D
75.00'
D
D
MATCH EXISTING
ELEVATION
D
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
25.00'
D
25.00'
50.00'
TAXIWAY AN
D
D
F
50.00'
D
D
D
250.00'
D
D
F
D
D
D
F
F
F
F
F
F
F
F
25.00'
D
D
D
MATCH EXISTING
ELEVATION
ISSUE RECORD
NO. BY PURPOSE
1 RBN
PURPLE LINE
BID
DATE CKD
1/23/13 RBN
SCALE
VSR
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
NON-REINFORCED PCC = 1,320 SY
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
REINFORCED PCCP = 70 SY
B
VOLUME NO.
SHEET TITLE
JOINT TYPE - SEE DETAIL
SHEET
PAVING
PHASE 8
N
SHEET NO.
100
0
57.00
200
CADD FILE NO.
PHASE 8 - PAVING
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
TAXIWAY BS
J
TAXIWAY AN
S
S
S
S
S
S
T
C
T
S
S
S
S
S
S
R
S
S
S
T
T
R
S
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
REMOVE & INSTALL NEW
LIGHT CAN & FIXTURE #
TANC1-02583
R
R
R
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
VSR
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
S = INSTALL SHORTING PLUG ON SECONDARY ISOLATION TRANSFORMER = 16
N/A
DESIGN CONTRACT NO.
N/A
T = INSTALL NEW 65W TRANSFORMER = 4
CONST. CONTRACT NO.
201208796
VOLUME NO.
J = INSTALL TEMPORARY JUMPER IN ORANGE CONDUIT, 2/C #8, 19 STRAND, 5000V, L-824, TYPE B = 770 LF
SHEET TITLE
R = REMOVE TW EDGE LIGHT AND INSTALL COVER PLATE, REINSTALL TW EDGE LIGHT = 5
ELECTRICAL
PHASE 8
N
SHEET NO.
C = INSTALL CABLE, 1/C #8, 19 STRAND, 5000V, L-824, TYBE B = 232 LF
100
0
58.00
200
CADD FILE NO.
PHASE 8 - ELECTRICAL
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
TAXIWAY BS
REPLACE 229 SF
OF TAXIWAY C/L
(SMGCS ROUTE)
TAXIWAY AN
REPLACE 117 SF
OF PURPLE LINE
ISSUE RECORD
NO. BY PURPOSE
1 RBN
PURPLE LINE
BID
DATE CKD
1/23/13 RBN
SCALE
VSR
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
MARKING
PHASE 8
N
SHEET NO.
100
0
59.00
200
CADD FILE NO.
PHASE 8 - MARKING
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
C30
C28
C34
C32
C36
VSR
C3
6
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
106.34'
PURPLE LINE
221.00'
221.00'
30.63'
25.00'
FOMO
7.00'
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
104.52'
VSR
93.00'
TAXIWAY CS
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
REMOVE & REPLACE
PCCP
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
VOLUME NO.
SHEET TITLE
GEOMETRY
PHASE 9
N
SHEET NO.
60
0
60.00
120
CADD FILE NO.
PHASE 9 - GEOMETRY
CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
D
D
PURPLE LINE
50.00'
D
D
D
F
F
75.00'
D
F
F
D
D
D
ISSUE RECORD
NO. BY PURPOSE
1 RBN
D
BID
DATE CKD
1/23/13 RBN
D
MATCH EXISTING
ELEVATION
TAXIWAY CS
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
NON-REINFORCED PCCP = 417 SY
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
REINFORCED PCCP = 0 SY
B
VOLUME NO.
SHEET TITLE
JOINT TYPE - SEE DETAIL
SHEET
PAVING
PHASE 9
N
SHEET NO.
60
0
61.00
120
CADD FILE NO.
PHASE 9 - PAVING
CITY & COUNTY
of DENVER
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
DENVER
INTERNATIONAL
AIRPORT
PURPLE LINE
FOMO LINE
REPLACE 100 SF
OF FOMO LINE
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
TAXIWAY CS
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
MARKING
PHASE 9
N
SHEET NO.
60
0
62.00
120
CADD FILE NO.
PHASE 9 - MARKING
VSR REDUCED TO
1 LANE
12
CRJ200
DENVER
INTERNATIONAL
AIRPORT
EMB 120
CRJ700
11.39'
VSR
STOP
10.38'
22.40'
CITY & COUNTY
of DENVER
0
B
EM
15.65'
CTC RAMP
HOLD HOLD
62.20'
50.00'
80.55'
150.00'
325.00'
4.00'
34.00'
93.00'
CTC RAMP
HOLD HOLD
59.00'
B81
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
STOP
B83
B85
B87
B89
B91
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
J2
CR
00
CRJ700
CRJ700
CRJ700
CRJ700
CRJ200
CRJ200
CRJ700
CRJ700
CRJ200
CRJ200
CRJ2
00
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
CRJ200
RBN
CHECKED BY:
CONCOURSE B
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
REMOVE & REPLACE
PCCP
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
VOLUME NO.
SHEET TITLE
GEOMETRY
PHASE 10
N
QUAD INLET
SHEET NO.
60
MANHOLE
0
63.00
120
CADD FILE NO.
PHASE 10 - GEOMETRY
CITY & COUNTY
of DENVER
D
D
D
VSR
D
D
325.00'
D
50.00'
D
D
D
D
25.00'
D
F
F
F
F
F
F
D
F
F
F
F
F
25.00'
D
300.00'
F
F
F
CTC RAMP
HOLD HOLD
F
DENVER
INTERNATIONAL
AIRPORT
75.00'
D
B
D
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
B
NOTE:
JOINT AROUND STRUCTURES
TO BE B TYPE JOINT
D
CTC RAMP
HOLD HOLD
MATCH EXISTING
ELEVATION
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
NON-REINFORCED PCCP = 903 SY
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
REINFORCED PCCP = 348 SY
B
VOLUME NO.
SHEET TITLE
JOINT TYPE - SEE DETAIL
SHEET
PAVING
PHASE 10
N
SHEET NO.
60
0
64.00
120
CADD FILE NO.
PHASE 10 - PAVING
CITY & COUNTY
of DENVER
REPLACE 40 SF VSR EDGE
LINE SEE DETAIL SHEET
DENVER
INTERNATIONAL
AIRPORT
STOP
REPLACE 77 SF FOMO LINE SEE
DETAIL SHEET
STOP
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
CTC RAMP
HOLD HOLD
REPLACE 188 SF
TAXIWAY C/L
(GREEN LINE)
CTC RAMP
HOLD HOLD
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
VOLUME NO.
SHEET TITLE
MARKING
PHASE 10
N
SHEET NO.
60
0
65.00
120
CADD FILE NO.
PHASE 10 - MARKING
CITY & COUNTY
of DENVER
DENVER
INTERNATIONAL
AIRPORT
BARRICADES
PLACED OUTSIDE
MOVEMENT AREA
TAXIWAY F
GLYCOL TYPE IV
TANK PAD
2+75
WA6
WA5W
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
WA5
2+00
CONCRETE DRAIN
PAN
1+00
GLYCOL
DISPENSER
ISLAND
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
WA6
TA
WA5W
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
R
RBN
VS
WA5
XI
W
AY
B4
0+00
CHECKED BY:
RBN
FAA AIP NO:
N/A
WORK BREAKDOWN NO.
N/A
REMOVE & REPLACE
ASPHALT PAVEMENT
DESIGN CONTRACT NO.
N/A
CONST. CONTRACT NO.
201208796
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
VOLUME NO.
SHEET TITLE
GEOMETRY
PHASE 11
N
SHEET NO.
60
0
66.00
120
CADD FILE NO.
PHASE 11 - GEOMETRY
14.8'
(TYP.)
12'
(TYP.)
7'
(TYP.)
12'
(TYP.)
7'
(TYP.)
TIE TO
EXISTING
GRADE
FILL 0.4'
TIE TO
EXISTING
GRADE
TIE TO
EXISTING
GRADE
ADJUST TO 2% SLOPE
ADJUST TO 2% SLOPE
CITY & COUNTY
of DENVER
10.5'
(TYP.)
TIE TO
EXISTING
GRADE
DENVER
INTERNATIONAL
AIRPORT
ADJUST TO 2% SLOPE
CUT 0.3'
TIE TO
EXISTING
GRADE
ADJUST TO 2% SLOPE
CUT 0.3'
TIE TO
EXISTING
GRADE
ADJUST TO 2% SLOPE
CUT 0.3'
TIE TO
EXISTING
GRADE
ADJUST TO 2% SLOPE
CUT 0.3'
CUT 0.4'
1+75
TIE TO
EXISTING
GRADE
FILL 0.4'
TIE TO
EXISTING
GRADE
REMOVE & REPLACE
CURB & GUTTER
TIE TO
EXISTING
GRADE
ADJUST TO 2% SLOPE
ADJUST TO 2% SLOPE
TIE TO
EXISTING
GRADE
CUT 0.4'
2013 ANNUAL
AIRFIELD PAVEMENT
REHABILITATION
C/L CONC.
DRAIN PAN
REMOVE & REPLACE
CURB & GUTTER
12'
(TYP.)
1+50
TIE TO
EXISTING
GRADE
FILL 0.4'
TIE TO
EXISTING
GRADE
REMOVE & REPLACE
CURB & GUTTER
TIE TO
EXISTING
GRADE
ADJUST TO 2% SLOPE
ADJUST TO 2% SLOPE
TIE TO
EXISTING
GRADE
CUT 0.4'
0+50
TIE TO
EXISTING
GRADE
TIE TO
EXISTING
GRADE
FILL 0.3'
ADJUST TO 2% SLOPE
REMOVE & REPLACE
CURB & GUTTER
TIE TO
EXISTING
GRADE
ADJUST TO 2% SLOPE
TIE TO
EXISTING
GRADE
TIE TO
EXISTING
GRADE
CUT 0.3'
0+25
ISSUE RECORD
NO. BY PURPOSE
1 RBN
BID
DATE CKD
1/23/13 RBN
SCALE
AS SHOWN
DATE
1/23/13
DRAWN BY:
RBN
CHECKED BY:
RBN
FAA AIP NO:
N/A
FILL
ANGLE MAY VARY TO
ACCOMMODATE 2%
SLOPE
WORK BREAKDOWN NO.
1.5'
N/A
DESIGN CONTRACT NO.
0.5'
N/A
3" BITUMINOUS
SURFACE
CONST. CONTRACT NO.
201208796
CUT
0.5'
7" BITUMINOUS BASE
VOLUME NO.
1.0'
SHEET TITLE
LOW PROFILE AIRCRAFT
BARRICADES PLACED
END TO END
12" COMPACTED
SUBGRADE
6" AGGREGATE BASE COURSE (CDOT,
CLASS VI) UNDER ALL CURB & GUTTER
SECTIONS. PAYMENT FOR BASE
COURSE IS INCIDENTAL TO CURB &
GUTTER INSTALLATION.
TYPICAL PAVEMENT SECTION
PAVING
PHASE 11
N
SHEET NO.
6
0
67.00
12
CADD FILE NO.
PHASE 11 - PAVING