CONTRACT DRAWINGS
FOR THE CONSTRUCTION OF
RECONSTRUCT GA APRON AND
IMPROVE SAFETY AREAS
SAFFORD REGIONAL AIRPORT
CITY OF SAFFORD
GRAHAM COUNTY, ARIZONA
FAA AIP PROJECT # 3-04-0031-22-2012
ADOT PROJECT NO. # ____________
FEBRUARY 2013
FINAL SUBMITTAL
PROJECT
LOCATION
NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED
UNDER THE APPROVED REVISION PROCESS
LOCATION MAP
NOT TO SCALE
Copyright ©
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
EXISTING DECIDUOUS TREE
EXISTING CONTOUR LINE
7030
EMH
EXISTING ELECTRICAL MANHOLE
PB
EXISTING PULLBOX
EXISTING SWALE CENTERLINE
C&S Engineers, Inc.
EXISTING AIRFIELD LIGHTING CABLE IN TRENCH
X
EXISTING FENCE LINE
EXISTING AIRFIELD LIGHTING CABLE IN TRENCH
ABANDON IN PLACE
EXISTING SINGLE SWING GATE
EXISTING DOUBLE SWING GATE
EXISTING DUCT BANK
EXISTING CANTILEVER GATE
EXISTING TAXIWAY EDGE LIGHT TO BE REMOVED
EXISTING GUIDE RAIL
EXISTING STONE WALL
D
EXISTING DRAINAGE LINE
UD
EXISTING UNDERDRAIN
EXISTING UNDERDRAIN CLEANOUT
CO
CB
CB
DMH
EXISTING CATCH BASIN
SC-4
EXISTING SURVEY CONTROL POINT
EXISTING ASPHALT PAVEMENT AND BASE TO BE REMOVED
7005
7005.38
PROPOSED CONTOUR LINE
PROPOSED SPOT ELEVATION
EXISTING DRAINAGE MANHOLE
EXISTING HEADWALL
EXISTING PIPE END SECTION
EXISTING WATER LINE
W
EXISTING HYDRANT
WV
EXISTING WATER VALVE
STORM DRAIN INLET PROTECTION
PROPOSED SILT FENCE
PROPOSED GRADING LIMIT
EXISTING SANITARY LINE
S
SMH
EXISTING SANITARY MANHOLE
PROPOSED RECONSTRUCTION PAVEMENT LIMITS
EXISTING GAS LINE
G
GV
EXISTING GAS VALVE
FLAGPERSON LOCATION
G
EXISTING GAS LINE MARKER
BARRICADE LOCATION WITH WORK AREA DESIGNATION
T
EXISTING UNDERGROUND TELEPHONE LINE
WORK AREA LIMITS / STAGING AREAS
OH/T
EXISTING OVERHEAD TELEPHONE LINE
T
EXISTING TELEPHONE JUNCTION BOX
TMH
EXISTING TELEPHONE MANHOLE
EXISTING UNDERGROUND ELECTRIC LINE
E
OH/E
PROPOSED SAW CUT LINE
PROPOSED TAXIWAY EDGE LIGHT
PROPOSED SIGN
EXISTING OVERHEAD ELECTRIC LINE
LP
EXISTING LIGHT POLE
UP
EXISTING UTILITY POLE
EXISTING GUY WIRE AND ANCHOR
D
EXISTING CONCRETE DUCT MARKER
C
EXISTING CONCRETE CABLE MARKER
S
EXISTING CONCRETE SPLICE MARKER
EXISTING BOLLARD OR POST
EXISTING TIE-DOWN
EXISTING SINGLE POST TRAFFIC SIGN
EXISTING DOUBLE POST TRAFFIC SIGN
MW
OW
EXISTING MONITORING WELL
EXISTING OBSERVATION WELL
EXISTING HOLDING POSITION LIGHT
SS
EXISTING SURFACE SENSOR
EXISTING RETROREFLECTIVE MARKER
EXISTING RUNWAY OR TAXIWAY EDGE LIGHT
EXISTING AIRFIELD GUIDANCE SIGN
EXISTING REIL UNIT
EXISTING ELECTRICAL DISCONNECT
EXISTING TRANSFORMER
EXISTING WIND CONE
EXISTING LIGHTED WIND CONE
EXISTING LIGHT POLE
EXISTING UTILITY POLE
ABAN. - ABANDONED
APPROX. - APPROXIMATE
ASPH. - ASPHALT
BC - BEGIN CURVE
BLDG. - BUILDING
BM - BENCH MARK
CIP - CAST IRON PIPE
CO - CLEANOUT
CONC. - CONCRETE
CMP - CORRUGATED METAL PIPE
CSP - CORRUGATED STEEL PIPE
DIA. - DIAMETER
EC - END OF CURVE
EG - EXISTING GRADE
ELEV. - ELEVATION
EOP - EDGE OF PAVEMENT
FF - FINISH FLOOR
FND. - FOUNDATION
FG - FINISHED GRADE
GB - GRADE BREAK
HP - HIGH POINT
INV. - INVERT
LT - LEFT
LP - LOW POINT
MAG - MARICOPA ASSOCIATION
OF GOVERNMENTS
MAX. - MAXIMUM
MIN. - MINIMUM
MISC. - MISCELLANEOUS
NA - NOT APPLICABLE
OFA - OBJECT FREE AREA
O.C. - ON CENTER
PAV'T. - PAVEMENT
PC - POINT OF CURVATURE
PCC - PORTLAND CEMENT CONCRETE
PAVEMENT
PI - POINT OF INTERSECTION
PT- POINT OF TANGENCY
PVI - POINT OF VERTICAL INTERSECTION
PVC - POINT OF CURVATURE
(VERTICAL CURVE)
PVC - POLYVINYL CHLORIDE PIPE
PVT - POINT OF TANGENCY
(VERTICAL CURVE)
R - RADIUS
RCP - REINFORCED CONCRETE PIPE
ROFA - RUNWAY OBJECT FREE AREA
RSA - RUNWAY SAFETY AREA
ROW - RIGHT OF WAY
RPZ - RUNWAY PROTECTION ZONE
RT - RIGHT
RW - RUNWAY
SHDR. - SHOULDER
SICPP - SMOOTH INTERIOR CORRUGATED
POLYETHYLENE PIPE
STA. - STATION
TOFA - TAXIWAY OBJECT FREE AREA
TSA - TAXIWAY SAFETY AREA
TW - TAXIWAY
TYP. - TYPICAL
UD - UNDERDRAIN
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
NOTES:
1.) SAFETY AREA IMPROVEMENTS,ARE REQUIRED
THROUGHOUT THE AIRFIELD. SEE SHEET CG-104.
0
300'
600'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
NOTE:
SEE SHEETS G-103 TO G-108
FOR CONSTRUCTION SAFETY
PHASING REQUIREMENTS FOR
EACH WORK AREA.
0
300'
600'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR
CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR BASIN.
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
EATER
2% OR GR
ROADWAY
FILTER FABRIC
SECTION A - A
STRAW BALES, SANDBAGS,
OR CONTINUOUS BERM OF
EQUIVALENT HEIGHT
SPILLWAY
NOTE:
USE SANDBAGS, STRAW
BALES OR OTHER APPROVED
METHODS TO CHANNELIZE
RUNOFF TO BASIN AS
REQUIRED.
CONSTRUCT
SEDIMENT
BARRIER
FLOW
A
CRUSHED AGGREGATE GREATER
THAN 3" BUT SMALLER THAN 6".
FLOW
12' MIN. OR AS
REQUIRED TO
ACCOMMODATE
ANTICIPATED
TRAFFIC,
WHICHEVER IS
GREATER
WASH RACK WITH
CORRUGATED STEEL PANELS
0
40'
80'
WATER SUPPLY & HOSE
DIVERSION RIDGE
50' OR MAXIMUM ALLOWED BY SITE
OR FOUR TIMES THE CIRCUMFERENCE
OF THE LARGEST CONSTRUCTION VEHICLE TIRE,
WHICHEVER IS GREATER
12" MIN. THICK,
UNLESS
SPECIFIED BY
A SOILS
ENGINEER
BARRICADE NOTES:
1. BARRICADES SHALL BE MANUFACTURED BY MULTI-BARRIER,
MODEL AR 24 X 96, SHERWIN INDUSTRIES, INC., 2129 WEST
MORGAN AVE., MILWAUKEE, WISCONSIN 53221,PHONE:
1-800-525-8876, OR APPROVED EQUAL.
PLAN
2. FLAT, BIDIRECTIONAL WARNING LIGHTS WILL NOT BE
ACCEPTABLE.
360° SOLAR-POWERED (OPTIONAL)
FLASHING RED WARNING LIGHT
3. EXACT LOCATIONS SHALL BE DETERMINED DURING
CONSTRUCTION.
8' (TYP.)
)
P.
TY OP
(
6" T T
A
[10"] 2' (TYP.)
A
FLOW
24' OR MAX. ALLOWED BY THE SITE
'R
20 IN.
M
PAVED ROADWAY MATCH EXISTING GRADE
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO A SEDIMENT
TRAPPING DEVICE
CONNECTOR TO NEXT
UNIT (TYP.)
.)
YP
T
"(
SE
14
BA
AT
SAFETY ORANGE AND WHITE,
HIGH IMPACT, UV RESISTANT,
HDPE WATER-FILLED BARRICADE
6" x 6" ORANGE AND WHITE
REFLECTIVE SHEETING, CLASS B
(OPTIONAL)
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
60'
120'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
50'
100'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
300'
600'
A. GENERAL SAFETY REQUIREMENTS. THROUGHOUT THE CONSTRUCTION PROJECT, THE
FOLLOWING SAFETY AND OPERATIONAL PRACTICES SHALL BE OBSERVED:
1. OPERATIONAL SAFETY SHALL BE A STANDING AGENDA ITEM DURING PROGRESS MEETINGS
THROUGHOUT THE CONSTRUCTION PROJECT.
2. THE CONTRACTOR AND AIRPORT OPERATOR SHALL PERFORM ONSITE INSPECTIONS
THROUGHOUT THE PROJECT, WITH IMMEDIATE REMEDY OF ANY DEFICIENCIES, WHETHER
CAUSED BY NEGLIGENCE, OVERSIGHT, OR PROJECT SCOPE CHANGE.
3. AIRPORT RUNWAYS AND TAXIWAYS SHALL REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM
EXTENT POSSIBLE.
4. AIRCRAFT USE OF AREAS NEAR THE CONTRACTOR’S WORK WILL BE CONTROLLED TO
MINIMIZE DISTURBANCE TO THE CONTRACTOR’S OPERATION.
5. CONTRACTOR, SUBCONTRACTOR, AND SUPPLIER EMPLOYEES OR ANY OTHER
UNAUTHORIZED PERSONS SHALL BE RESTRICTED FROM ENTERING OR REMAINING IN AN
AIRPORT AREA THAT WOULD BE HAZARDOUS.
6. CONSTRUCTION THAT IS WITHIN THE SAFETY AREA OF AN ACTIVE RUNWAY, TAXIWAY, OR
APRON THAT IS PERFORMED UNDER NORMAL OPERATIONAL CONDITIONS SHALL BE
PERFORMED WHEN THE RUNWAY, TAXIWAY, OR APRON IS CLOSED OR USE RESTRICTED.
CONSTRUCTION SHALL ONLY BE INITIATED WITH PRIOR PERMISSION FROM THE OWNER.
7. THE OWNER OR OTHER DESIGNATED AIRPORT REPRESENTATIVE MAY ORDER THE
CONTRACTOR TO SUSPEND OPERATIONS; MOVE PERSONNEL, EQUIPMENT, AND MATERIALS
TO A SAFE LOCATION; AND STAND BY UNTIL AIRCRAFT USE IS COMPLETED.
THE CONTRACTOR SHALL MAKE HIS/HER OWN ESTIMATION OF ALL DIFFICULTIES TO BE
ENCOUNTERED AND SHALL MAKE ALLOWANCE FOR SUCH DIFFICULTIES IN THE AMOUNTS
BID UNDER THE SEVERAL ITEMS OF THE CONTRACT.
NO REQUIREMENTS OF THIS CONTRACT WITH RESPECT TO ANY PRECAUTIONS REQUIRED
OR OMITTED SHALL BE DEEMED TO LIMIT OR IMPAIR ANY RESPONSIBILITIES OR
OBLIGATIONS ASSUMED BY THE CONTRACTOR UNDER OR IN CONNECTION WITH THIS
CONTRACT, AND THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE PROTECTION
TO SAFEGUARD THE PUBLIC AND ALL PERSONS ENGAGED IN THE WORK AND SHALL TAKE
SUCH PRECAUTIONS AS WILL ACCOMPLISH SUCH END, WITHOUT UNDUE INTERFERENCE
WITH THE PUBLIC OR THE OPERATIONS OF THE OWNER.
B. CONSTRUCTION MAINTENANCE AND FACILITIES MAINTENANCE. BEFORE BEGINNING ANY
CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL COORDINATE AND GIVE NOTICE OF
PROPOSED LOCATION, TIME, AND DATE OF COMMENCEMENT OF CONSTRUCTION TO THE
OWNER. THE OWNER WILL BE RESPONSIBLE FOR ISSUING A NOTICE TO AIRMEN (NOTAM).
UPON COMPLETION OF WORK AND RETURN OF ALL SUCH AREAS TO STANDARD CONDITIONS,
THE OWNER WILL CANCEL ALL NOTICES ISSUED VIA THE NOTAM SYSTEM. THROUGHOUT THE
DURATION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR MUST:
1. BE AWARE OF AND UNDERSTAND THE FOLLOWING SAFETY PROBLEMS AND HAZARDS AS
DESCRIBED IN SECTION 4 OF AC 150/5370-2F, OPERATIONAL SAFETY ON AIRPORTS DURING
CONSTRUCTION:
A. EXCAVATION ADJACENT TO RUNWAYS, TAXIWAYS, AND APRONS.
B. MOUNDS OF EARTH, CONSTRUCTION MATERIALS, TEMPORARY STRUCTURES, AND OTHER
OBSTACLES NEAR ANY OPEN RUNWAY, TAXIWAY, OR TAXILANE; OR IN THE RELATED
OBJECT-FREE AND AIRCRAFT APPROACH OR DEPARTURE AREAS/ZONES; OR OBSTRUCTING
ANY SIGN OR MARKING.
C. RUNWAY RESURFACING PROJECTS RESULTING IN LIPS EXCEEDING 3 INCHES (7.62 CM) FROM
PAVEMENT EDGES AND ENDS.
D. HEAVY EQUIPMENT, STATIONARY OR MOBILE, OPERATING OR IDLE NEAR AOAS, IN RUNWAY
APPROACHES AND DEPARTURE AREAS, OR IN OFZS.
E. EQUIPMENT OR MATERIAL NEAR NAVAIDS THAT MAY DEGRADE OR IMPAIR RADIATED SIGNALS
AND/OR THE MONITORING OF NAVIGATIONAL AND VISUAL AIDS. UNAUTHORIZED OR IMPROPER
VEHICLE OPERATIONS IN LOCALIZER OR GLIDE SLOPE CRITICAL AREAS, RESULTING IN
ELECTRONIC INTERFERENCE AND/OR FACILITY SHUTDOWN.
F. TALL AND ESPECIALLY RELATIVE LOW-VISIBILITY UNITS (I.E., EQUIPMENT WITH SLIM PROFILES)
CRANES, DRILLS, AND SIMILAR OBJECTS LOCATED IN CRITICAL AREAS SUCH AS OFZS AND
APPROACH ZONES.
G. IMPROPERLY POSITIONED OR MALFUNCTIONING LIGHTS OR UNLIGHTED AIRPORT HAZARDS,
SUCH AS HOLES OR EXCAVATIONS, ON ANY APRON, OPEN TAXIWAY, OR OPEN TAXILANE OR IN
A RELATED SAFETY, APPROACH, OR DEPARTURE AREA.
H. OBSTACLES, LOOSE PAVEMENT, TRASH, AND OTHER DEBRIS ON OR NEAR AOAS.
CONSTRUCTION DEBRIS (GRAVEL, SAND, MUD, PAVING MATERIALS, ETC.) ON AIRPORT
PAVEMENTS MAY RESULT IN AIRCRAFT PROPELLER, TURBINE ENGINE, OR TIRE DAMAGE.
ALSO, LOOSE MATERIALS MAY BLOW ABOUT, POTENTIALLY CAUSING PERSONAL INJURY OR
EQUIPMENT DAMAGE.
I. INAPPROPRIATE OR POORLY MAINTAINED FENCING DURING CONSTRUCTION INTENDED TO
DETER HUMAN AND ANIMAL INTRUSIONS INTO THE AOA. FENCING AND OTHER MARKINGS
THAT ARE INADEQUATE TO SEPARATE CONSTRUCTION AREAS FROM OPEN AIRCRAFT
OPERATING AREAS CREATE AVIATION HAZARDS.
J. IMPROPER OR INADEQUATE MARKING OR LIGHTING OF RUNWAYS (ESPECIALLY THRESHOLDS
THAT HAVE BEEN DISPLACED) AND TAXIWAYS THAT COULD CAUSE PILOT CONFUSION AND
PROVIDE A POTENTIAL FOR A RUNWAY INCURSION. INADEQUATE OR IMPROPER METHODS OF
MARKING, BARRICADING, AND LIGHTING OF TEMPORARILY CLOSED PORTIONS OF AOAS
CREATE AVIATION HAZARDS.
K. WILDLIFE ATTRACTANTS, SUCH AS TRASH (FOOD SCRAPS NOT COLLECTED FROM
CONSTRUCTION PERSONNEL ACTIVITY), GRASS SEED, OR PONDED WATER ON OR NEAR
AIRPORTS.
L. OBLITERATED OR FADED MARKINGS ON ACTIVE OPERATIONAL AREAS.
M. MISLEADING OR MALFUNCTIONING OBSTRUCTION LIGHTS. UNLIGHTED OR UNMARKED
OBSTRUCTIONS IN THE APPROACH TO ANY OPEN RUNWAY POSE AVIATION HAZARDS.
N. FAILURE TO COORDINATE THE ISSUANCE, UPDATE, OR CANCELLATION OF NOTAMS ABOUT
AIRPORT OR RUNWAY CLOSURES OR OTHER CONSTRUCTION AIRPORT CONDITIONS.
O. FAILURE TO MARK AND IDENTIFY UTILITIES OR POWER CABLES. DAMAGE TO UTILITIES AND
POWER CABLES DURING CONSTRUCTION ACTIVITY CAN RESULT IN THE LOSS OF
RUNWAY/TAXIWAY LIGHTING; LOSS OF NAVIGATIONAL, VISUAL, OR APPROACH AIDS;
DISRUPTION OF WEATHER REPORTING SERVICES; AND/OR LOSS OF COMMUNICATIONS.
P. RESTRICTIONS ON ARFF ACCESS FROM FIRE STATIONS TO THE RUNWAY-TAXIWAY SYSTEM OR
AIRPORT BUILDINGS.
Q. LACK OF RADIO COMMUNICATIONS WITH CONSTRUCTION VEHICLES IN AIRPORT MOVEMENT
AREAS.
R. OBJECTS, REGARDLESS OF WHETHER THEY ARE MARKED OR FLAGGED, OR ACTIVITIES
ANYWHERE ON OR NEAR AN AIRPORT THAT COULD BE DISTRACTING, CONFUSING, OR
ALARMING TO PILOTS DURING AIRCRAFT OPERATIONS.
S. WATER, SNOW, DIRT, DEBRIS, OR OTHER CONTAMINANTS, WHICH TEMPORARILY OBSCURE OR
DEROGATE THE VISIBILITY OF RUNWAY/TAXIWAY MARKINGS, LIGHTING, AND PAVEMENT
EDGES. ANY CONDITION OR FACTOR THAT OBSCURES OR DIMINISHES THE VISIBILITY OF
AREAS UNDER CONSTRUCTION.
T. SPILLAGE FROM VEHICLES (GASOLINE, DIESEL FUEL, OIL) ON ACTIVE PAVEMENT AREAS, SUCH
AS RUNWAYS, TAXIWAYS, APRONS, AND AIRPORT ROADWAYS.
U. FAILURE TO MAINTAIN DRAINAGE SYSTEM INTEGRITY DURING CONSTRUCTION (E.G. NO
TEMPORARY DRAINAGE PROVIDED WHEN WORKING ON A DRAINAGE SYSTEM).
V. FAILURE TO PROVIDE FOR PROPER ELECTRICAL LOCKOUT AND TAGGING PROCEDURES. AT
LARGER AIRPORTS WITH MULTIPLE MAINTENANCE SHIFTS/WORKERS, CONTRACTORS SHOULD
MAKE PROVISIONS FOR COORDINATING WORK ON CIRCUITS.
W. FAILURE TO CONTROL DUST. CONSIDER LIMITING THE AMOUNT OF AREA FROM WHICH THE
CONTRACTOR IS ALLOWED TO STRIP TURF.
X. EXPOSED WIRING THAT CREATES AN ELECTROCUTION OR FIRE IGNITION HAZARD. IDENTIFY
AND SECURE WIRING AND PLACE IT IN CONDUIT OR BURY IT.
Y. SITE BURNING, WHICH CAN DEROGATE VISIBILITY.
Z. CONSTRUCTION WORK TAKING PLACE OUTSIDE OF DESIGNATED WORK AREAS AND OUT OF
PHASE.
C. APPROACH CLEARANCE TO RUNWAYS. RUNWAY THRESHOLDS MUST PROVIDE AN
UNOBSTRUCTED APPROACH SURFACE RATIO OVER EQUIPMENT AND MATERIALS AS DEFINED
HEREIN.
D. RUNWAY AND TAXIWAY SAFETY AREA (RSA AND TSA). LIMIT CONSTRUCTION TO OUTSIDE OF
THE RSA, UNLESS THE RUNWAY IS CLOSED OR RESTRICTED TO AIRCRAFT OPERATIONS
REQUIRING A LESSER STANDARD RSA THAT IS EQUAL TO THE RSA AVAILABLE. REFER TO
TABLE 1 AND TABLE 2 AND THE SUBSECTION TITLED WORK AREA, STORAGE AREA AND
SEQUENCE OF OPERATIONS OF THIS SECTION FOR MORE SPECIFIC GUIDANCE.
CONSTRUCTION ACTIVITY WITHIN THE TSA/OBSTACLE FREE ZONE (OFZ) IS PERMISSIBLE WHEN
THE TAXIWAY IS OPEN TO AIRCRAFT TRAFFIC IF ADEQUATE WINGTIP CLEARANCE EXISTS
BETWEEN THE AIRCRAFT AND EQUIPMENT/MATERIAL; EXCAVATIONS, TRENCHES OR OTHER
CONDITIONS ARE CONSPICUOUSLY MARKED AND LIGHTED; AND LOCAL NOTAMS ARE IN
EFFECT FOR THE ACTIVITY. THE NOTAM SHOULD STATE THAT, “PERSONNEL AND EQUIPMENT
ARE WORKING ADJACENT TO TAXIWAY ______.”
1. PROCEDURES FOR PROTECTING RUNWAY EDGES.
A. ENSURE NO CONSTRUCTION ACTIVITY OCCURS CLOSER TO RUNWAY CENTERLINE THAN
THAT SHOWN IN TABLE 1.
B. PREVENT PERSONNEL, MATERIAL, AND/OR EQUIPMENT, AS DEFINED IN AC 150/5300-13,
PARAGRAPH-306, FROM PENETRATING THE OFZ.
C. COORDINATE CONSTRUCTION ACTIVITY WITH THE AIRPORT TRAFFIC CONTROL TOWER
(ATCT), FAA REGIONAL AIRPORTS OFFICE OR AIRPORTS DISTRICT OFFICE, AND THROUGH
THE OWNER ISSUED NOTAM.
2. PROCEDURES FOR PROTECTING RUNWAY ENDS.
A. MAINTAIN THE RSA FROM THE RUNWAY THRESHOLD TO A POINT AT LEAST THE
DISTANCE FROM THE RUNWAY THRESHOLD AS EXISTED BEFORE CONSTRUCTION
ACTIVITY, UNLESS THE RUNWAY IS CLOSED OR RESTRICTED TO AIRCRAFT OPERATIONS
REQUIRING A RSA THAT IS EQUAL TO THE RSA LENGTH AVAILABLE DURING
CONSTRUCTION IN ACCORDANCE WITH AC 150/5300-13A. THIS MAY INVOLVE THE USE OF
DECLARED DISTANCES AND PARTIAL RUNWAY CLOSURES. TABLE 2 SHOWS THE
DISTANCE FROM EACH RUNWAY THRESHOLD TO THE ALLOWABLE CONSTRUCTION LIMIT.
B. ENSURE ALL PERSONNEL, MATERIALS, AND/OR EQUIPMENT ARE CLEAR OF THE
APPLICABLE THRESHOLD SITING CRITERIA SURFACE AS DEFINED IN THE APPENDIX 2,
“RUNWAY END SITING REQUIREMENTS”OF AC 150/5300-13.
C. PREVENT PERSONNEL, MATERIAL, AND/OR EQUIPMENT, AS DEFINED IN AC 150/5300-13,
FROM PENETRATING THE OFZ.
K. LIMITATIONS ON CONSTRUCTION. ADDITIONAL LIMITATIONS ON CONSTRUCTION SHALL
INCLUDE:
1. OPEN-FLAME WELDING OR TORCH CUTTING OPERATIONS SHALL BE PROHIBITED UNLESS
ADEQUATE FIRE SAFETY PRECAUTIONS ARE PROVIDED AND THESE OPERATIONS HAVE
BEEN AUTHORIZED BY THE ENGINEER.
2. PROMINENTLY MARK OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIALS AT THE
CONSTRUCTION SITE AND LIGHT THESE OBSTACLES DURING HOURS OF RESTRICTED
VISIBILITY AND DARKNESS.
APPROACH
CATEGORY
AIRCRAFT
AIRPLANE
DESIGN GOUP
8 - 26
A
I
125 FEET
12 - 30
B
II
125 FEET
RUNWAY
3. MARK AND LIGHT CLOSED, DECEPTIVE, AND HAZARDOUS AREAS ON AIRPORTS.
4. CONSTRAIN STOCKPILED MATERIAL TO PREVENT ITS MOVEMENT AS A RESULT OF THE
MAXIMUM ANTICIPATED AIRCRAFT BLAST AND FORECASTED WIND CONDITIONS.
5. OPEN TRENCHES OR EXCAVATIONS EXCEEDING 6 INCHES IN DEPTH AND 6 INCHES IN WIDTH
OR STOCKPILED MATERIAL SHALL BE PROHIBITED WITHIN THE LIMITS OF RUNWAY AND
TAXIWAY SAFETY AREAS OF OPERATIONAL RUNWAYS OR TAXIWAYS. COVERINGS FOR
OPEN TRENCHES OR EXCAVATIONS SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE
WEIGHT OF THE HEAVIEST AIRCRAFT OPERATING ON THE RUNWAY OR TAXIWAY.
DISTANCE FROM R/W
CENTERLINE TO LIMIT
CONSTRUCTION
L. RADIO COMMUNICATIONS. TWO-WAY RADIO COMMUNICATIONS ARE REQUIRED BETWEEN
CONTRACTORS AND AIRPORT AERONAUTICAL ADVISORY STATIONS (UNICOM/CTAF).
VEHICULAR TRAFFIC LOCATED IN OR CROSSING AN ACTIVE MOVEMENT AREA SHALL BE
DIRECTED BY A FLAG PERSON VISUALLY MONITORING AIRCRAFT MOVEMENTS. PRIOR TO
PROCEEDING INTO THE ACTIVE MOVEMENT AREA, ALL DRIVERS SHALL CONFIRM THROUGH
PERSONAL OBSERVATION THAT NO AIRCRAFT IS APPROACHING THE VEHICLE POSITION.
CONSTRUCTION PERSONNEL MAY OPERATE IN MOVEMENT AREAS WITHOUT TWO-WAY RADIO
COMMUNICATION PROVIDED A NOTAM IS ISSUED CLOSING THE AREA, AND PROVIDED THAT
THE AREA IS PROPERLY MARKED TO PREVENT INCURSIONS.
M. DEBRIS. WASTE AND LOOSE MATERIAL MUST NOT BE PLACED IN ACTIVE MOVEMENT AREAS.
MATERIALS TRACKED ONTO THESE AREAS SHALL BE REMOVED CONTINUOUSLY DURING THE
WORK OF THIS PROJECT.
N. ACCIDENTS. THE CONTRACTOR SHALL PROVIDE AT THE SITE SUCH EQUIPMENT AND MEDICAL
FACILITIES AS ARE NECESSARY TO SUPPLY FIRST AID SERVICE TO ANYONE WHO MAY BE
INJURED IN CONNECTION WITH THE WORK. THE CONTRACTOR MUST PROMPTLY REPORT IN
WRITING TO THE RESIDENT ENGINEER ALL ACCIDENTS WHATSOEVER ARISING OUT OF, OR IN
CONNECTION WITH, THE PERFORMANCE FOR THE WORK, WHETHER ON OR ADJACENT TO THE
SITE WHICH CAUSED DEATH, PERSONAL INJURY OR PROPERTY DAMAGES, GIVING FULL
DETAILS AND STATEMENTS OF WITNESSES. IN ADDITION, IF DEATH OR SERIOUS INJURIES OR
SERIOUS DAMAGES ARE CAUSED, THE ACCIDENT SHALL BE REPORTED IMMEDIATELY BY
TELEPHONE OR MESSENGER TO BOTH THE ENGINEER AND THE OWNER.
D. ENSURE ADEQUATE DISTANCE FOR BLAST PROTECTION IS PROVIDED, AS NEEDED.
E. COORDINATE CONSTRUCTION ACTIVITY WITH THE ATCT, FAA REGIONAL AIRPORTS
OFFICE OR AIRPORT DISTRICT OFFICE, AND THROUGH THE OWNER ISSUED NOTAM.
TABLE 1
TABLE 2
RUNWAY
APPROACH
CATEGORY
AIRCRAFT
AIRPLANE
DESIGN GOUP
MIN. SAFETY
AREA BEHIND
THRESHOLD
8, 26
A
I
240 FEET
20:1 TO 200 FEET
BEHIND THRESHOLD
12, 30
B
II
300 FEET
34:1 TO 200 FEET
BEHIND THRESHOLD
MIN. UNOBSTRUCTED
APPROACH SLOPE
IF ANY CLAIM IS MADE BY ANYONE AGAINST THE CONTRACTOR OR ANY SUBCONTRACTOR ON
ACCOUNT OF ANY ACCIDENT, THE CONTRACTOR SHALL PROMPTLY REPORT THE FACTS IN
WRITING TO THE RESIDENT ENGINEER GIVING FULL DETAILS OF THE CLAIMS.
E. MARKING AND LIGHTING FOR TEMPORARY THRESHOLDS. MARKING AND LIGHTING FOR A
TEMPORARY THRESHOLD IS NOT REQUIRED.
F. CLOSED RUNWAY MARKINGS AND LIGHTING. CLOSED RUNWAY MARKINGS AND LIGHTING ARE
REQUIRED. CLOSED RUNWAY MARKINGS AND LIGHTING SHALL BE AS SHOWN ON THE PLANS.
BARRICADES, FLAGGING, AND FLASHERS ARE REQUIRED AT THE LOCATIONS AND TIMES
DESCRIBED IN THE SUBSECTION TITLED WORK AREA, STORAGE AREA AND SEQUENCE OF
OPERATIONS OF THIS SECTION AND SHALL BE SUPPLIED BY THE CONTRACTOR.
FOR EACH WORKING DAY AFTER THE CONTRACT TIME OR CALENDAR DAY AFTER THE MAXIMUM
ALLOTED TIME IN A SPECIFIC WORK AREA THAT ANY WORK REMAINS UNCOMPLETED (INCLUDING
ALL EXTENSIONS AND ADJUSTMENTS AS PROVIDED IN THE SUBSECTION TITLED DETERMINATION
AND EXTENSION OF CONTRACT TIME OF SECTION 80) THE SUM OF TWO THOUSAND DOLLARS
($2,000.00) WILL BE DEDUCTED FROM ANY MONEY DUE OR TO BECOME DUE THE CONTRACTOR
OR THEIR SURETY. SUCH DEDUCTED SUMS SHALL NOT BE DEDUCTED AS A PENALTY BUT SHALL
BE CONSIDERED AS LIQUIDATION OF A REASONABLE PORTION OF DAMAGES INCLUDING BUT NOT
LIMITED TO ADDITIONAL ENGINEERING SERVICES THAT WILL BE INCURRED BY THE OWNER
SHOULD THE CONTRACTOR FAIL TO COMPLETE THE WORK IN THE CONTRACT TIME PROVIDED IN
THIS CONTRACT.
G. HAZARDOUS AREA MARKING AND LIGHTING. HAZARDOUS AREAS ON THE MOVEMENT AREA
SHALL BE MARKED WITH BARRICADES, TRAFFIC CONES, FLAGS OR FLASHERS. THESE
MARKINGS RESTRICT ACCESS AND MAKE HAZARDS OBVIOUS TO AIRCRAFT, PERSONNEL, AND
VEHICLES. DURING PERIODS OF LOW VISIBILITY AND AT NIGHT, HAZARDOUS AREAS SHALL BE
IDENTIFIED WITH RED OMNI-DIRECTIONAL FLASHING LIGHTS. THE HAZARDOUS AREA MARKING
AND LIGHTING SHALL BE SUPPLIED BY THE CONTRACTOR, AS SPECIFIED IN THE CONTRACT
AND SHOWN ON THE PLANS.
H. TEMPORARY LIGHTING AND MARKING. AIRPORT MARKINGS, LIGHTING, AND/OR SIGNS SHALL
BE ALTERED AS DESCRIBED IN THE SUBSECTION TITLED WORK AREA, STORAGE AREA AND
SEQUENCE OF OPERATIONS OF THIS SECTION AND AS SHOWN ON THE PLANS.
THE TIME TO COMPLETE THE WORK OF THIS CONTRACT IS OF THE ESSENCE AND, TO THAT END,
THE OWNER HAS DETERMINED THAT CONTRACT TIME AS STATED BELOW INCLUDES ADEQUATE
TIME FOR COMPLETING THE WORK UNDER THIS CONTRACT.
I. VEHICLE/EQUIPMENT OPERATION MARKING AND CONTROL.
1. WHEN ANY VEHICLE OR PIECE OF EQUIPMENT, OTHER THAN ONE THAT HAS PRIOR
APPROVAL FROM THE OWNER, MUST OPERATE ON AN AIRPORT, IT SHALL BE ESCORTED
AND PROPERLY IDENTIFIED. TO OPERATE ON THE AIRPORT DURING DAYLIGHT HOURS, THE
VEHICLE SHALL HAVE A FLAG ON A STAFF, OR BEACON ATTACHED TO THE VEHICLE. THE
FLAG SHALL NOT BE LESS THAN THREE (3) FEET SQUARE CONSISTING OF A CHECKERED
PATTERN OF INTERNATIONAL ORANGE AND WHITE SQUARES OF NOT LESS THAN ONE (1)
FOOT ON EACH SIDE AND DISPLAYED IN FULL VIEW ABOVE THE VEHICLE. ANY VEHICLE
OPERATING ON THE AIRPORT DURING HOURS OF DARKNESS OR REDUCED VISIBILITY SHALL
BE EQUIPPED WITH A FLASHING DOME TYPE LIGHT, THE COLOR OF WHICH SHALL BE IN
ACCORDANCE WITH OWNER REQUIREMENTS AND LOCAL OR STATE CODES.
THE WORK OF THIS CONTRACT SHALL COMMENCE ON THE DATE STATED IN THE WRITTEN NOTICE
TO PROCEED.
THE CONTRACT TIME SHALL BE 150 WORKING DAYS AND MEANS THAT ALL OF THE WORK OF THE
CONTRACT IS COMPLETE AND IN OPERATING ORDER. WORK IN WORK AREA A SHALL NOT BE
ALLOWED BETWEEN MAY 1 AND AUGUST 15.
THE TIME OF COMPLETION FOR EACH WORK AREA SHALL BE AS FOLLOWS, AND MEANS THAT ALL
OF THE WORK OF THE CONTRACT FOR EACH WORK AREA IS COMPLETE AND IN OPERATING
ORDER:
2. IF REQUIRED BY THE OWNER, EACH VEHICLE SHALL BE ASSIGNED INITIALS OR NUMBERS
THAT ARE PROMINENTLY DISPLAYED ON EACH SIDE OF THE VEHICLE. THE IDENTIFICATION
SYMBOLS SHALL BE AT LEAST 8-INCH HIGH, BLOCK-TYPE CHARACTERS OF A CONTRASTING
COLOR, AND EASY TO READ. THEY MAY BE APPLIED EITHER BY USING TAPE OR A
WATER-SOLUBLE PAINT TO FACILITATE REMOVAL. MAGNETIC SIGNS ARE ALSO
ACCEPTABLE. IN ADDITION, ALL VEHICLES MUST DISPLAY IDENTIFICATION MEDIA AS
SPECIFIED IN THE APPROVED SECURITY PLAN.
3. EMPLOYEE PARKING SHALL BE LOCATED IN AN AREA DESIGNATED BY THE OWNER DURING
CONSTRUCTION.
4. ACCESS TO THE JOB SITE SHALL BE AS SHOWN ON THE PLANS OR AS OTHERWISE
DESIGNATED BY THE OWNER DURING CONSTRUCTION.
5. AT 14 CFR PART 139 CERTIFICATED AND TOWERED AIRPORTS, ALL VEHICLE OPERATORS
HAVING ACCESS TO THE MOVEMENT AREA SHALL BE FAMILIAR WITH AIRPORT PROCEDURES
FOR THE OPERATION OF GROUND VEHICLES AND THE CONSEQUENCES OF
NON-COMPLIANCE.
6. IF THE AIRPORT IS CERTIFICATED UNDER 14 CFR PART 139 AND/OR HAS A SECURITY PLAN,
THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW GUIDANCE ON THE ADDITIONAL
IDENTIFICATION AND CONTROL OF CONSTRUCTION EQUIPMENT.
J. NAVIGATIONAL AIDS. THE CONTRACTOR SHALL NOT CONDUCT ANY CONSTRUCTION ACTIVITY
WITHIN NAVIGATIONAL AIDS’ RESTRICTED AREAS WITHOUT PRIOR APPROVAL FROM THE LOCAL
FAA AIRWAY FACILITIES SECTOR REPRESENTATIVE. NAVIGATIONAL AIDS INCLUDE
INSTRUMENT LANDING SYSTEM COMPONENTS SUCH AS LOCALIZERS, GLIDE SLOPES, AND
APPROACH LIGHTING; VERY HIGH-FREQUENCY OMNI-DIRECTIONAL RANGE, AND AIRPORT
SURVEILLANCE RADAR. SUCH RESTRICTED AREAS ARE DEPICTED ON THE PLANS.
WORK AREA A1
8
WORKING DAYS
WORK AREA A2
6
WORKING DAYS
WORK AREA B1
10
WORKING DAYS
WORK AREA B2
30
WORKING DAYS
WORK AREA C
6
WORKING DAYS
WORK AREA D1
10
WORKING DAYS
WORK AREA D2
40
WORKING DAYS
WORK AREA E
20
WORKING DAYS
WORK AREA F
15
WORKING DAYS
WORK AREA G
5
WARNING:
THERE ARE A NUMBER OF EXISTING UTILITIES, INCLUDING DRAINAGE, SANITARY
SEWER, WATER MAIN, ELECTRICAL AND COMMUNICATIONS CABLES, TRAVERSING
THE SITE. THE DESIGNER HAS MADE EVERY ATTEMPT TO DEPICT THE APPROXIMATE
LOCATIONS OF THESE ITEMS CURRENTLY IN PLACE. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY EXISTING ITEM LOCATED,
FLAGGED AND IDENTIFIED PRIOR TO START OF CONSTRUCTION AND TO MAINTAIN
VISIBLE LOCATION THROUGHOUT THE CONSTRUCTION DURATION. THIS SHALL
INCLUDE COORDINATION WITH THE OWNER, RESIDENT ENGINEER AND OTHER
AGENCIES INCLUDING ARIZONA BLUE STAKE. ANY DAMAGE DONE SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY
UTILITY DAMAGED DURING THE CONSTRUCTION BY THE CONTRACTOR'S
OPERATIONS AT NO COST TO THE OWNER.
WORKING DAYS (NIGHT)
TIME CHARGED AGAINST A WORK AREA SHALL BEGIN ON THE DATE AND TIME STATED IN THE
NOTAMS ISSUED FOR CLOSURE OF THE AFFECTED WORK AREA, AT WHICH TIME THE
CONTRACTOR MAY BEGIN TO PLACE BARRICADES, TEMPORARY JUMPERS, ETC. FOR THAT WORK
AREA.
TIME CHARGED AGAINST A WORK AREA SHALL END WHEN THE RESIDENT ENGINEER DEEMS THAT
WORK IS SUBSTANTIALLY COMPLETE. SUBSTANTIAL COMPLETION OF WORK IN A WORK AREA IS
DEFINED AS THE WORK AREA BEING FULLY OPERATIONAL AND OPEN TO AIRCRAFT TRAFFIC, ALL
BARRICADES AFFECTING THE WORK AREA ARE REMOVED, ALL TEMPORARY JUMPERS
AFFECTING THE WORK AREA ARE REMOVED, ALL PAVEMENTS IN THE WORK AREA ARE CLEANED,
AND NOTAMS AFFECTING THE COMPLETED WORK AREA ARE CANCELLED.
PERMITTING THE CONTRACTOR TO CONTINUE AND FINISH THE WORK OR ANY PART OF IT AFTER
THE TIME FIXED FOR ITS COMPLETION, OR AFTER THE DATE TO WHICH THE CONTRACT TIME MAY
HAVE BEEN EXTENDED, WILL IN NO WAY OPERATE AS A WAVIER ON THE PART OF THE OWNER OF
ANY OF ITS RIGHTS UNDER THE CONTRACT.
2. CONDUCT ACTIVITIES SO AS NOT TO VIOLATE ANY SAFETY STANDARDS CONTAINED IN AC
150/5370-2F OR ANY OF THE REFERENCES THEREIN.
3. INSPECT ALL CONSTRUCTION AND STORAGE AREAS AS OFTEN AS NECESSARY TO BE
AWARE OF CONDITIONS.
4. PROMPTLY TAKE ALL ACTIONS NECESSARY TO PREVENT OR REMEDY ANY UNSAFE OR
POTENTIALLY UNSAFE CONDITIONS AS SOON AS THEY ARE DISCOVERED.
UTILITY WARNING AND BLUE STAKE
80-08 FAILURE TO COMPLETE ON TIME
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER PRIOR TO BEGINNING ANY
WORK IN ALL AREAS OF THE AIRPORT. NO OPERATING RUNWAY, TAXIWAY, OR AIR OPERATIONS
AREA (AOA) SHALL BE CROSSED, ENTERED, OR OBSTRUCTED WHILE IT IS OPERATIONAL. THE
CONTRACTOR SHALL PLAN AND COORDINATE HIS/HER WORK IN SUCH A MANNER AS TO INSURE
SAFETY AND A MINIMUM OF HINDRANCE TO FLIGHT OPERATIONS. ALL CONTRACTOR EQUIPMENT
AND MATERIAL STOCKPILES SHALL BE STORED AT LOCATIONS DETERMINED DURING
CONSTRUCTION. NO EQUIPMENT WILL BE ALLOWED TO PARK WITHIN THE APPROACH AREA OF
AN ACTIVE RUNWAY AT ANY TIME.
DURING THE WORK UNDER THIS CONTRACT, THE OWNER WILL MAKE SUCH ARRANGEMENTS TO
COORDINATE AIRCRAFT MOVEMENTS AND AIRPORT OPERATIONS AS NECESSARY TO CONFORM
TO THE CONSTRUCTION PROCEDURES AS OUTLINED BELOW AND AS SHOWN ON THE CONTRACT
DRAWINGS. THE CONTRACTOR SHALL GIVE ADEQUATE NOTICE TO THE ENGINEER, SO AS TO
AFFORD TIME TO COORDINATE CONSTRUCTION WITH THE OWNER. NO WORK SHALL PROCEED IN
ANY AREA WITHOUT PRIOR APPROVAL.
A. WORK AREAS. THE WORK OF THE PROJECT HAS BEEN DIVIDED INTO SEVEN ( 7 ) AREAS IN
ORDER TO COORDINATE CONSTRUCTION IN A WAY THAT WILL MINIMIZE INTERFERENCE
WITH AIRPORT OPERATIONS:
WORK AREA "A1": WORK AREA "A1" SHALL INCLUDE THE RECONSTRUCTION OF THE BLM
APRON. THE WORK AREA IS BOUND BY THE WESTERN EDGE OF THE BLM APRON AND
INCLUDES THE AREA IN FRONT OF THE BLM HANGAR. IT ALSO INCLUDES WORK WITHIN THE
TAXIWAY SAFETY AREA OF PORTIONS OF TAXIWAY D. CONCURRENT WORK IN WORK AREA
"A2" WILL NOT BE PERMITTED WHEN WORKING IN WORK AREA "A1".
WORK AREA "A2": WORK AREA "A2" SHALL INCLUDE THE RECONSTRUCTION OF THE FUEL
SITE. THE WORK AREA IS BOUND BY THE WESTERN EDGE OF THE MAIN APRON AND TO THE
WEST BY THE BLM APRON. THE WORK AREA INCLUDES THE AREA AROUND THE EXISTING
FUEL FACILITY AND INCLUDES WORK WITHIN THE TAXIWAY SAFETY AREA OF PORTIONS OF
TAXIWAY D. CONCURRENT WORK IN WORK AREA "A1" WILL NOT BE PERMITTED WHEN
WORKING IN WORK AREA "A2".
WORK AREA "B1": WORK AREA "B1" SHALL INCLUDE A PORTION OF THE WORK REQUIRED TO
COMPLETE THE RECONSTRUCTION OF THE MAIN APRON ADJACENT TO THE EXISTING
HANGARS TO THE WEST. THE WORK AREA IS BOUND BY THE TAXILANE OBJECT FREE AREA
OF THE ACCESS ROUTE NEAR THE CENTER OF THE MAIN APRON, THE HANGARS AT THE
SOUTHERN PORTION OF THE WORK AREA, THE WESTERN EDGE OF THE MAIN APRON, AND
WITHIN 80 FEET FROM THE HANGARS TO THE SOUTH.
WORK AREA "B2": WORK AREA "B2" SHALL INCLUDE A PORTION OF THE WORK REQUIRED
FOR THE RECONSTRUCTION OF THE MAIN APRON TO THE WEST. THE WORK AREA IS BOUND
BY TAXILANE OBJECT FREE AREA OF THE ACCESS ROUTE NEAR THE CENTER OF THE MAIN
APRON, THE WESTERN EDGE OF THE MAIN APRON, AND A MINIMUM OF 80' AWAY FROM THE
HANGARS SOUTH OF THE WORK AREA. IT ALSO INCLUDES WORK WITHIN THE TAXIWAY
SAFETY AREA OF PORTIONS OF TAXIWAY C.
WORK AREA "C": WORK AREA "C" SHALL INCLUDE A PORTION OF THE WORK REQUIRED TO
COMPLETE THE RECONSTRUCTION OF THE MAIN APRON ADJACENT TO THE INTERSECTION
OF TAXIWAYS B AND C. THE WORK AREA INCLUDES WORK WITHIN THE TAXIWAY OBJECT
FREE AREA OF TAXIWAYS B AND C AND IS BOUND BY THE LIMITS AS SHOWN ON THE
CONTRACT DOCUMENTS. CONCURRENT WORK IN WORK AREA "D" WILL NOT BE PERMITTED
WHEN WORKING IN WORK AREA "C".
WORK AREA "D1": WORK AREA "D1" SHALL INCLUDE A PORTION OF THE WORK REQUIRED TO
COMPLETE THE RECONSTRUCTION OF THE MAIN APRON ADJACENT TO THE EXISTING
HANGARS TO THE EAST. THE WORK AREA INCLUDES THE EASTERN PORTION OF THE MAIN
APRON AND IS BOUND BY THE LIMITS AS SHOWN ON THE CONTRACT DOCUMENTS AND
WITHIN 80 FEET FROM THE HANGARS TO THE SOUTH.
WORK AREA "D2": WORK AREA "D2" SHALL INCLUDE A PORTION OF THE WORK REQUIRED TO
COMPLETE THE RECONSTRUCTION OF THE MAIN APRON TO THE EAST. THE WORK AREA
INCLUDES THE EASTERN PORTION OF THE MAIN APRON AND IS BOUND BY THE LIMITS AS
SHOWN ON THE CONTRACT DOCUMENTS AND A MINIMUM OF 80' AWAY FROM THE HANGARS
TO THE SOUTH OF THE WORK AREA. CONCURRENT WORK IN WORK AREA "C" WILL NOT BE
PERMITTED WHEN WORKING IN WORK AREA "D2".
WORK AREA "E": WORK AREA "E" SHALL INCLUDE PORTIONS OF THE WORK REQUIRED FOR
THE SAFETY AREA IMPROVEMENTS ADJACENT TO RUNWAY 12-30. THE WORK AREA
INCLUDES WORK WITHIN THE SAFETY AREAS OF RUNWAY 12-30 AND TAXIWAYS A, B AND E,
AS SHOWN ON THE CONTRACT DOCUMENTS.
WORK AREA "F": WORK AREA "F" SHALL INCLUDE PORTIONS OF THE WORK REQUIRED FOR
THE SAFETY AREA IMPROVEMENTS ADJACENT TO RUNWAY 8-26. THE WORK AREA INCLUDES
WORK WITHIN THE SAFETY AREAS OF RUNWAY 8-26 AND TAXIWAYS C AND D, AS SHOWN ON
THE CONTRACT DOCUMENTS.
WORK AREA "G": WORK AREA "G" SHALL INCLUDE PORTIONS OF THE WORK REQUIRED FOR
THE SAFETY AREA IMPROVEMENTS ADJACENT TO THE INTERSECTION OF RUNWAY 12-30
AND RUNWAY 8-26. THE WORK AREA INCLUDES WORK WITHIN THE SAFETY AREAS OF
RUNWAYS 8-26 AND 12-30 AND TAXIWAYS A, B AND C, AS SHOWN ON THE CONTRACT
DOCUMENTS. WORK IN AREA "G" SHALL BE PERFORMED BETWEEN THE HOURS OF 2000 AND
0600.
B. CONSTRUCTION AND OPERATING REQUIREMENTS.
WORK AREA "A1":
VERIFY WITH OWNER THAT ALL NOTAMS HAVE BEEN ISSUED PRIOR TO START OF
WORK.
PORTIONS OF TAXIWAYS D AND THE 'BLM' APRON SHALL BE CLOSED AS SHOWN ON
THE CONTRACT DRAWINGS.
THE CONTRACTOR SHALL PLACE BARRICADES AS SHOWN ON THE CONTRACT
DOCUMENTS.
DISCONNECT ALL NECESSARY LIGHTING CIRCUITS OR COVER LIGHT UNITS TO BLOCK
LIGHT. COORDINATE WITH OWNER.
BEFORE OPENING THE AREA TO TRAFFIC, REMOVE AND RE-CONNECT ALL LIGHTING
CIRCUITS.
WORK AREA "A2":
VERIFY WITH OWNER THAT ALL NOTAMS HAVE BEEN ISSUED PRIOR TO START OF
WORK.
PORTIONS OF TAXIWAYS D AND THE 'BLM' APRON SHALL BE CLOSED AS SHOWN ON
THE CONTRACT DRAWINGS.
THE CONTRACTOR SHALL PLACE BARRICADES AS SHOWN ON THE CONTRACT
DOCUMENTS.
DISCONNECT ALL NECESSARY LIGHTING CIRCUITS OR COVER LIGHT UNITS TO BLOCK
LIGHT. COORDINATE WITH OWNER.
BEFORE OPENING THE AREA TO TRAFFIC, REMOVE AND RE-CONNECT ALL LIGHTING
CIRCUITS.
WORK AREA "B1":
VERIFY WITH OWNER THAT ALL NOTAMS HAVE BEEN ISSUED PRIOR TO START OF
WORK.
APRON ACCESS FOR THE HANGARS TO THE SOUTH OF THE WORK AREA SHALL BE
CLOSED AS SHOWN ON THE CONTRACT DRAWINGS.
THE CONTRACTOR SHALL PLACE BARRICADES AS SHOWN ON THE CONTRACT
DOCUMENTS.
DISCONNECT ALL NECESSARY LIGHTING CIRCUITS OR COVER LIGHT UNITS TO BLOCK
LIGHT. COORDINATE WITH OWNER.
BEFORE OPENING THE AREA TO TRAFFIC, REMOVE BARRICADES AND RE-CONNECT
ALL LIGHTING CIRCUITS.
80-11 WORK AREA, STORAGE AREA AND
SEQUENCE OF OPERATIONS. - PART A
WORK AREA "B2":
VERIFY WITH OWNER THAT ALL NOTAMS HAVE BEEN ISSUED PRIOR TO START OF
WORK.
PORTIONS OF TAXIWAYS A AND THE MAIN APRON SHALL BE CLOSED AS SHOWN ON
THE CONTRACT DRAWINGS.
THE CONTRACTOR SHALL PLACE BARRICADES AS SHOWN ON THE CONTRACT
DOCUMENTS.
DISCONNECT ALL NECESSARY LIGHTING CIRCUITS OR COVER LIGHT UNITS TO BLOCK
LIGHT. COORDINATE WITH OWNER.
BEFORE OPENING THE AREA TO TRAFFIC, REMOVE BARRICADES AND RE-CONNECT
ALL LIGHTING CIRCUITS.
WORK AREA "C":
VERIFY WITH OWNER THAT ALL NOTAMS HAVE BEEN ISSUED PRIOR TO START OF
WORK.
PORTIONS OF TAXIWAYS B AND C SHALL BE CLOSED AS SHOWN ON THE CONTRACT
DRAWINGS.
THE CONTRACTOR SHALL PLACE BARRICADES AS SHOWN ON THE CONTRACT
DOCUMENTS.
DISCONNECT ALL NECESSARY LIGHTING CIRCUITS OR COVER LIGHT UNITS TO BLOCK
LIGHT. COORDINATE WITH OWNER.
BEFORE OPENING THE AREA TO TRAFFIC, REMOVE BARRICADES AND RE-CONNECT
ALL LIGHTING CIRCUITS.
WORK AREA "D1":
VERIFY WITH OWNER THAT ALL NOTAMS HAVE BEEN ISSUED PRIOR TO START OF
WORK.
PORTIONS OF THE MAIN APRON SHALL BE CLOSED AS SHOWN ON THE CONTRACT
DRAWINGS.
THE CONTRACTOR SHALL PLACE BARRICADES AS SHOWN ON THE CONTRACT
DOCUMENTS.
DISCONNECT ALL NECESSARY LIGHTING CIRCUITS OR COVER LIGHT UNITS TO BLOCK
LIGHT. COORDINATE WITH OWNER.
BEFORE OPENING THE AREA TO TRAFFIC, REMOVE BARRICADES AND RE-CONNECT
ALL LIGHTING CIRCUITS.
WORK AREA "D2":
VERIFY WITH OWNER THAT ALL NOTAMS HAVE BEEN ISSUED PRIOR TO START OF
WORK.
PORTIONS OF THE MAIN APRON SHALL BE CLOSED AS SHOWN ON THE CONTRACT
DRAWINGS.
THE CONTRACTOR SHALL PLACE BARRICADES AS SHOWN ON THE CONTRACT
DOCUMENTS.
DISCONNECT ALL NECESSARY LIGHTING CIRCUITS OR COVER LIGHT UNITS TO BLOCK
LIGHT. COORDINATE WITH OWNER.
BEFORE OPENING THE AREA TO TRAFFIC, REMOVE BARRICADES AND RE-CONNECT
ALL LIGHTING CIRCUITS.
WORK AREA "E":
VERIFY WITH OWNER THAT ALL NOTAMS HAVE BEEN ISSUED PRIOR TO START OF
WORK.
THE CONTRACTOR SHALL PLACE RUNWAY CLOSURE MARKERS FOR RUNWAY 12-30.
RUNWAY 12-30 AND PORTIONS OF TAXIWAYS A, B AND E SHALL BE CLOSED AS SHOWN
ON THE CONTRACT DRAWINGS.
THE CONTRACTOR SHALL PLACE BARRICADES AS SHOWN ON THE CONTRACT
DOCUMENTS.
DISCONNECT ALL NECESSARY LIGHTING CIRCUITS OR COVER LIGHT UNITS TO BLOCK
LIGHT. COORDINATE WITH OWNER.
BEFORE OPENING THE AREA TO TRAFFIC, REMOVE RUNWAY CLOSURE MARKERS AND
BARRICADES AND RE-CONNECT ALL LIGHTING CIRCUITS.
WORK AREA "F":
VERIFY WITH OWNER THAT ALL NOTAMS HAVE BEEN ISSUED PRIOR TO START OF
WORK.
THE CONTRACTOR SHALL PLACE RUNWAY CLOSED MARKINGS FOR RUNWAY 8-26.
RUNWAY 8-26 AND PORTIONS OF TAXIWAYS C AND D SHALL BE CLOSED AS SHOWN ON
THE CONTRACT DRAWINGS.
THE CONTRACTOR SHALL PLACE BARRICADES AS SHOWN ON THE CONTRACT
DOCUMENTS.
DISCONNECT ALL NECESSARY LIGHTING CIRCUITS OR COVER LIGHT UNITS TO BLOCK
LIGHT. COORDINATE WITH OWNER.
BEFORE OPENING THE AREA TO TRAFFIC, REMOVE RUNWAY CLOSURE MARKERS AND
BARRICADES AND RE-CONNECT ALL LIGHTING CIRCUITS.
WORK AREA "G": WORK IN AREA "G" WILL EFFECTIVELY CLOSE THE AIRPORT.
VERIFY WITH OWNER THAT ALL NOTAMS HAVE BEEN ISSUED PRIOR TO START OF
WORK.
THE CONTRACTOR SHALL PLACE RUNWAY CLOSURE MARKERS FOR BOTH RUNWAY
8-26 AND RUNWAY 12-30.
BOTH RUNWAYS AND PORTIONS OF TAXIWAYS A, B, AND C SHALL BE CLOSED AS
SHOWN ON THE CONTRACT DRAWINGS.
DISCONNECT ALL NECESSARY LIGHTING CIRCUITS FOR THE ENTIRE AIRFIELD.
COORDINATE WITH OWNER.
BEFORE OPENING THE AREA TO TRAFFIC, REMOVE RUNWAY CLOSED MARKINGS AND
BARRICADES AND RE-CONNECT ALL LIGHTING CIRCUITS.
THE TEST EQUIPMENT FOR INSULATION RESISTANCE SHALL BE AN INSULATION RESISTANCE
TESTER (1,000V MEGGER) WITH A DIGITAL READOUT. THE INSTRUMENT SHALL PROVIDE A 500
VOLT TEST FOR INSULATION RESISTANCE WITH A METER RANGE OF 0 TO 500 MEGOHMS. THE
CONTRACTOR SHALL TEST, DEMONSTRATE AND RECORD TO THE SATISFACTION OF THE
ENGINEER THE FOLLOWING:
A. TEST REQUIREMENTS PRIOR TO CONSTRUCTION.
(1) TEST ALL CIRCUITS WITHIN THE WORK AREA FOR CONTINUITY AND INSULATION
RESISTANCE TO GROUND, AT THE ELECTRICAL BUILDING, IN THE PRESENCE OF THE
ENGINEER AND THE OWNER.
(2) PROVIDE A COPY OF THE TEST RESULTS TO THE ENGINEER AND THE OWNER.
(3) CHECK THAT ALL CIRCUITS ARE PROPERLY CONNECTED IN ACCORDANCE WITH
APPLICABLE WIRING DIAGRAMS.
B. TEST REQUIREMENTS DURING CONSTRUCTION. CIRCUIT TESTING DURING CONSTRUCTION
SHALL BE AS DIRECTED AND WITNESSED BY THE ENGINEER WHEN THE CONTRACTOR IS
WORKING ON EXISTING CIRCUITRY OR EXCAVATING ADJACENT TO OR NEAR EXISTING
CIRCUITRY. CIRCUIT TESTING DURING CONSTRUCTION WILL NOT BE REQUIRED DURING
THE TIMES WHEN THE CONTRACTOR'S OPERATIONS DO NOT EFFECT EXISTING AIRFIELD
LIGHTING CIRCUITRY. IT IS THE INTENT OF THIS SECTION TO ENSURE THAT AIRFIELD
LIGHTING CIRCUITRY REMAINS OPERATIONAL THROUGHOUT THE DURATION OF THE
CONTRACT.
(1) TEST ALL CIRCUITS WITHIN THE WORK AREA FOR CONTINUITY AND INSULATION
RESISTANCE TO GROUND AT THE ELECTRICAL BUILDING, PRIOR TO ENERGIZING ANY
CIRCUIT.
(2) INSURE THAT ALL CIRCUITS WITHIN THE WORK AREA ARE OPERATIONAL, PRIOR TO THE
CONTRACTOR LEAVING THE PROJECT AT THE END OF THE WORK DAY. SPECIFIC TIMES
FOR CIRCUIT CHECKS WILL BE DETERMINED BY THE ENGINEER RELATIVE TO THE
CONTRACTOR'S WORK HOURS EACH DAY.
(3) SEGMENT TEST NEW NON-GROUNDED SERIES CIRCUITS DURING INSTALLATION. LENGTH
OF CABLE SEGMENT TESTED SHALL NOT HAVE MORE THAN FIVE (5) SPLICES, LIGHT
UNITS AND/OR ELECTRICAL EQUIPMENT BETWEEN THE ENDS BEING TESTED.
INSULATION RESISTANCE TO GROUND SHALL BE NOT LESS THAN 500 MEGOHMS.
(4) INSURE THAT THE INSULATION RESISTANCE TO GROUND OF EACH SEGMENT OF NEW
NON-GROUNDED CONDUCTORS OF MULTIPLE CONDUCTOR CIRCUITS IS NOT LESS THAN
500 MEGOHMS.
(5) THAT THE IMPEDANCE TO GROUND OF EACH GROUND ROD DOES NOT EXCEED 25 OHMS
PRIOR TO ESTABLISHING CONNECTIONS TO OTHER GROUND ELECTRODES OR
EQUIPMENT. THE FALL-OF-POTENTIAL GROUND IMPEDANCE TEST SHALL BE UTILIZED, AS
DESCRIBED BY ANSI/IEEE STANDARD 81, TO VERIFY THIS REQUIREMENT. GROUND RODS
TESTING HIGHER THAN 25 OHMS SHALL HAVE A MINIMUM EXTENSION OF TWO FEET OF
GROUND ROD ADDED, DRIVEN TO THE PROPER ELEVATION AND RE-TESTED.
EXTENSIONS SHALL BE ATTACHED BY EXOTHERMIC METHODS AND RE-TESTING
PERFORMED UNTIL THE TESTS SHOW 25 OHMS RESISTANCE OR LESS. TESTS SHALL NOT
BE PERFORMED WITHIN 72 HOURS AFTER A RAIN STORM HAS ENDED OR WHEN
STANDING WATER IS PRESENT AROUND THE GROUND ROD.
(6) INSURE THAT ALL CIRCUITS ARE PROPERLY CONNECTED IN ACCORDANCE WITH
APPLICABLE WIRING DIAGRAMS.
(7) THE CONTRACTOR SHALL TEST ALL CIRCUITS WITHIN THE WORK AREA FOR CONTINUITY
AFTER BACKFILLING CABLE TRENCHES. THE READING SHALL BE LOGGED AND PROVIDED
TO THE ENGINEER PRIOR TO PAYMENT OF CABLE ITEMS.
1. MAINTENANCE OF AIRPORT LIGHTING: ALL EXISTING AIRFIELD LIGHTING CIRCUITS SHALL BE
MAINTAINED IN FULL OPERATION THROUGHOUT THE PERIOD OF THIS CONTRACT. WHERE
DISCONNECTIONS ARE REQUIRED, SUCH WORK SHALL BE SCHEDULED AT SUCH TIMES AND
IN SUCH A MANNER AS APPROVED BY THE OWNER. THE CONTRACTOR IS REQUIRED TO
ALLOW THE FULL USE OF AIRFIELD LIGHTING CIRCUITS IN OPEN MOVEMENT AREAS DURING
NIGHT OPERATIONS AND DURING PERIODS OF LOW VISIBILITY. THE CONTRACTOR SHALL
PROVIDE SUCH TEMPORARY LIGHTS AND CABLES AS REQUIRED TO MAINTAIN FULL USE OF
EXISTING AIRFIELD LIGHTING CIRCUITS. TEMPORARY ABOVE GROUND LIGHTING CABLES, IF
APPROVED, SHALL BE DELINEATED WITH STAKES AND FLAGGING AT THE DIRECTION OF THE
ENGINEER.
ALL CIRCUITS IN THE VICINITY OF THE WORK AREA SHALL BE TESTED PRIOR TO, DURING
AND AFTER CONSTRUCTION. THE CONTRACTOR SHALL FURNISH ALL NECESSARY
EQUIPMENT AND APPLIANCES FOR TESTING THE AIRPORT ELECTRICAL SYSTEMS AND
UNDERGROUND CABLE CIRCUITS AS SPECIFIED BELOW. THE CONTRACTOR SHALL
PERFORM ALL TESTS IN THE PRESENCE OF THE ENGINEER. THE CONTRACTOR SHALL
DEMONSTRATE THE ELECTRICAL CHARACTERISTICS TO THE SATISFACTION OF THE
ENGINEER. ALL COSTS FOR TESTING ARE INCIDENTAL AND SHALL BE AT THE SOLE
EXPENSE OF THE CONTRACTOR. FOR PHASED PROJECTS, THE TESTS MUST BE
COMPLETED BY PHASE AND RESULTS MEETING THE SPECIFICATIONS BELOW MUST BE
MAINTAINED BY THE CONTRACTOR THROUGHOUT THE ENTIRE PROJECT AS WELL AS
DURING THE ENSUING WARRANTY PERIOD.
EARTH RESISTANCE TESTING METHODS SHALL BE SUBMITTED TO THE ENGINEER FOR
APPROVAL. EARTH RESISTANCE TESTING RESULTS SHALL BE RECORDED ON AN
APPROVED FORM AND TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE
ENGINEER. ALL SUCH TESTING SHALL BE AT THE SOLE EXPENSE OF THE CONTRACTOR.
SHOULD THE COUNTERPOISE OR GROUND GRID CONDUCTORS BE DAMAGED OR
SUSPECTED OF BEING DAMAGED BY CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL
TEST THE CONDUCTORS FOR CONTINUITY WITH A LOW RESISTANCE OHMMETER. THE
CONDUCTORS SHALL BE ISOLATED SUCH THAT NO PARALLEL PATH EXISTS AND TESTED
FOR CONTINUITY. THE ENGINEER SHALL APPROVE OF THE TEST METHOD SELECTED. ALL
SUCH TESTING SHALL BE AT THE SOLE EXPENSE OF THE CONTRACTOR.
NO CONTRACTOR'S VEHICLE OR PEDESTRIAN CROSSING OF ACTIVE RUNWAYS OR
TAXIWAYS WILL BE ALLOWED AT ANY TIME DURING THE WORK OF THIS CONTRACT, UNLESS
OTHERWISE SPECIFIED. NO DEVIATION FROM THE PEDESTRIAN AND VEHICLE ROUTES TO
AND FROM THE PROJECT AREAS WILL BE ALLOWED UNLESS SPECIFIC PERMISSION HAS
BEEN GRANTED BY THE OWNER.
THE OWNER SHALL AT ALL TIMES HAVE CONTROL OF OPERATIONS ON OR NEAR ACTIVE
RUNWAYS, TAXIWAYS AND APRONS. ALL OPERATIONS SHALL BE SUBJECT TO
COORDINATION BY THE CONTRACTOR WITH THE ENGINEER FOR CONTROLLING TRAFFIC.
PAVED SURFACES SHALL BE KEPT CLEAR AT ALL TIMES AND SPECIFICALLY MUST BE KEPT
FREE FROM SMALL STONES WHICH MIGHT CAUSE DAMAGE TO AIRCRAFT. THE
CONTRACTOR SHALL HAVE VACUUM TYPE MECHANICAL SWEEPERS AVAILABLE TO
PERIODICALLY CLEAN PAVEMENT SURFACES. PRIOR TO OPENING ANY AREA TO TRAFFIC,
THE PAVEMENT SURFACE SHALL BE THOROUGHLY CLEANED OF ALL DEBRIS AND THE
CONTRACTOR'S EQUIPMENT REMOVED FROM THE AREA AS DIRECTED BY THE RESIDENT
ENGINEER.
5. CONTRACTOR'S HAUL ROUTES: THE CONTRACTOR SHALL CLEAR, CONSTRUCT AND
MAINTAIN HAUL ROUTES AS REQUIRED FOR THE PROSECUTION OF THE WORK. THE HAUL
ROUTES SHALL ONLY BE IN THE LOCATIONS APPROVED BY THE ENGINEER AND THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING HAUL
ROUTES. AT THE COMPLETION OF THE PROJECT, THESE AREAS SHALL BE RETURNED TO
THEIR ORIGINAL LINES AND GRADES AND SHALL BE RESTORED TO A CONDITION EQUAL TO
OR BETTER THAN ORIGINAL.
6. NIGHTTIME LIGHTING OF CONSTRUCTION AREAS. EQUIPMENT FOR NIGHTTIME LIGHTING OF
CONSTRUCTION AREAS SHALL BE SUFFICIENT TO ADEQUATELY ILLUMINATE THE WORK
AREA IN ORDER TO ENSURE QUALITY CONSTRUCTION. THE LIGHTS SHALL BE POSITIONED
TO PROVIDE THE MOST NATURAL COLOR ILLUMINATION AND CONTRAST WITH A MINIMUM
OF SHADOWS. LIGHTING PAVEMENTS FROM BOTH SIDES IS CONSIDERED PREFERABLE AS
LIGHTING FROM ONLY ONE SIDE CAN RESULT IN OBJECTIONABLE SHADOWS. LIGHT
TOWERS SHALL BE POSITIONED AND ADJUSTED TO AIM AWAY FROM ATCT CABS, ACTIVE
RUNWAYS, AND ACTIVE TAXIWAYS TO PREVENT BLINDING EFFECTS. THE CONTRACTOR
SHALL PREPARE A PLAN SHOWING THE LOCATIONS, HEIGHTS AND AIMING POINTS OF LIGHT
TOWERS FOR REVIEW BY THE OWNER, ENGINEER AND ATCT PERSONNEL. THE FINAL
LOCATION AND AIMING OF LIGHT TOWERS SHALL BE DETERMINED BY TRIAL, THEREFORE,
THE CONTRACTOR MUST BE AWARE THAT SEVERAL ATTEMPTS AT LOCATIONS AND AIMING
ANGLES MAY BE NECESSARY BEFORE THE LIGHT TOWERS CAN BE OPERATIONAL. LIGHT
TOWERS SHALL BE REMOVED FROM THE CONSTRUCTION SITE PRIOR TO OPENING THE
PAVEMENT TO AIRCRAFT OPERATIONS.
IT IS RECOMMENDED THAT ALL EQUIPMENT, EXCEPT HAUL TRUCKS, BE EQUIPPED WITH
ARTIFICIAL ILLUMINATION TO SAFELY ILLUMINATE THE AREA IMMEDIATELY SURROUNDING
THEIR LOCATION.
UNLESS PROVIDED FOR ELSEWHERE, THE COST OF NIGHTTIME LIGHTING OF
CONSTRUCTION AREAS SHALL BE CONSIDERED A SUBSIDIARY AND INCIDENTAL PART OF
CONSTRUCTION AND AS SUCH, THE CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED
WITH NIGHTTIME LIGHTING OF CONSTRUCTION AREAS IN THE VARIOUS PAY ITEMS OF
WORK INVOLVED.
WHERE WORK ON THIS CONTRACT IS NOT SCHEDULED FOR NIGHT WORK, AND THE
CONTRACTOR REQUESTS AND RECEIVES PERMISSION TO WORK AT NIGHT, THERE WILL BE
NO ADDITIONAL COMPENSATION ALLOWED FOR THE EXTRA COSTS ASSOCIATED WITH
NIGHT WORK.
(8) PROVIDE A COPY OF ALL TEST RESULTS TO ENGINEER AND OWNER ON A DAILY BASIS.
(1) TEST ALL CIRCUITS WITHIN THE WORK AREA FOR CONTINUITY AND INSULATION
RESISTANCE TO GROUND, AT THE ELECTRICAL BUILDING, IN THE PRESENCE OF THE
ENGINEER AND THE OWNER.
D. MEETINGS. A MINIMUM OF ONE SCHEDULING AND COORDINATION MEETING SHALL BE HELD
EACH WEEK UNLESS OTHERWISE DIRECTED BY THE ENGINEER, THROUGHOUT THE DURATION
OF THE CONTRACT, BETWEEN THE OWNER, CONTRACTOR, ENGINEER AND ANY OTHER
INTERESTED PARTIES AT A TIME AND PLACE TO BE DESIGNATED BY THE ENGINEER. IN
ATTENDANCE AT THIS MEETING SHALL BE A CONTRACTOR'S REPRESENTATIVE WITH THE
AUTHORITY TO MAKE DECISIONS CONCERNING THE SCHEDULING AND COORDINATION OF
WORK AND AIRPORT OPERATING PROBLEMS.
(2) THAT ALL ORIGINAL LIGHTING POWER AND CONTROL CIRCUITS ARE CONTINUOUS AND
INSULATION RESISTANCE TO GROUND IS NOT LOWER THAN BEFORE CONSTRUCTION.
E. SECURITY REQUIREMENTS. IN GENERAL, SECURITY IN THE CONSTRUCTION AREA IS THE
RESPONSIBILITY OF THE CONTRACTOR.
C. TEST REQUIREMENTS AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL
TEST AND DEMONSTRATE TO THE SATISFACTION OF THE ENGINEER THE FOLLOWING:
(3) THAT ALL AFFECTED LIGHTING POWER AND CONTROL CIRCUITS (EXISTING AND NEW)
ARE CONTINUOUS AND FREE FROM SHORT CIRCUITS.
(4) THAT ALL AFFECTED CIRCUITS (EXISTING AND NEW) ARE FREE FROM UNSPECIFIED
GROUNDS.
(5) THAT THE INSULATION RESISTANCE TO GROUND OF ALL NEW NON-GROUNDED SERIES
CIRCUITS OR CABLE SEGMENTS IS NOT LESS THAN 50 MEGOHMS.
(6) THAT THE INSULATION RESISTANCE TO GROUND OF ALL NON-GROUNDED CONDUCTORS
OF NEW MULTIPLE CIRCUITS OR CIRCUIT SEGMENTS IS NOT LESS THAN 50 MEGOHMS.
C. SUPPLEMENTAL REQUIREMENTS.
4. STORAGE AND MOVEMENT OF MATERIAL AND EQUIPMENT: THE CONTRACTOR SHALL
STORE MATERIAL AND EQUIPMENT AND SCHEDULE HIS OPERATIONS FOR WORK TO BE
DONE SO THAT NO UNAUTHORIZED INTERFERENCE TO NORMAL AIRPORT OPERATIONS WILL
RESULT THEREFROM. CONSTRUCTION OPERATIONS SHALL NOT BE CONDUCTED IN A
MANNER TO CAUSE INTERFERENCE WITH AIRPORT OPERATIONS.
(7) THAT ALL AFFECTED CIRCUITS (EXISTING AND NEW) ARE PROPERLY CONNECTED IN
ACCORDANCE WITH APPLICABLE WIRING DIAGRAMS.
(8) THAT ALL AFFECTED CIRCUITS (EXISTING AND NEW) ARE OPERABLE. TESTS SHALL BE
CONDUCTED THAT INCLUDE OPERATING EACH CONTROL NOT LESS THAN 10 TIMES AND
THE CONTINUOUS OPERATION OF EACH LIGHTING AND POWER CIRCUIT FOR NOT LESS
THAN 1/2 HOUR.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN INSULATION
RESISTANCE OF 50 MEGOHMS MINIMUM, WITH ISOLATION TRANSFORMERS CONNECTED,
IN NEW CIRCUITS AND NEW SEGMENTS OF EXISTING CIRCUITS THROUGH THE END OF
THE CONTRACT WARRANTY PERIOD.
TWO COPIES OF TABULATED RESULTS OF ALL CABLE TESTS PERFORMED SHALL BE
SUPPLIED BY THE CONTRACTOR TO THE ENGINEER. WHERE CONNECTING NEW CABLE
TO EXISTING CABLE, GROUND RESISTANCE TESTS SHALL BE PERFORMED ON THE NEW
CABLE PRIOR TO CONNECTION TO THE EXISTING CIRCUIT.
2. SPOIL AND DISPOSAL AREAS: SPOIL SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR
UNLESS OTHERWISE SHOWN OR SPECIFIED. THE CONTRACTOR SHALL SUBMIT THE "SPOILS
DEPOSITION RELEASE FORM" FOR ANY SPOILS WHICH ARE TRANSPORTED FROM THE
PROJECT SITE. A COPY OF THE FORM CAN BE FOUND AT THE END OF THIS SECTION. NO
DIRECT PAYMENT WILL BE MADE FOR SPOILING AND DISPOSAL OPERATIONS. THE COST OF
SPOILING MATERIAL ON SITE, OR OF SPOILING MATERIAL OFF-SITE, SHALL BE CONSIDERED
INCIDENTAL TO THIS CONTRACT AND THE COSTS SHALL BE INCLUDED IN THE VARIOUS PAY
ITEMS INVOLVED.
3. STAGING AREA: A STAGING AREA, AS INDICATED ON THE CONTRACT DRAWINGS, WILL BE
PROVIDED WHERE THE CONTRACTOR MAY SET UP A FIELD OFFICE AND STORE EQUIPMENT
AND MATERIALS. THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR, AND BEAR
ALL COSTS OF REQUIRED UTILITIES. THE CONTRACTOR SHALL USE AND MAINTAIN THE SITE IN
ACCORDANCE WITH REQUIREMENTS OF THE OWNER. UPON COMPLETION OF WORK, THE
CONTRACTOR'S STAGING AREA SHALL BE REMOVED AND THE AREA CLEANED AND RESTORED
TO ORIGINAL OR BETTER CONDITION.
80-11 WORK AREA, STORAGE AREA AND SEQUENCE OF OPERATIONS. - PART B
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SECURITY AT ALL ACCESS
GATES USED DURING THE PROJECT AND WILL BE HELD LIABLE BY THE OWNER FOR ANY
BREACH OF SECURITY. NO GATE SHALL BE LEFT OPEN. THE CONTRACTOR SHALL BE
REQUIRED TO POST A GUARD AT THE GATE TO OPEN AND CLOSE THE GATE FOR PERSONNEL
AND EQUIPMENT. NO GATE SHALL BE LEFT OPEN. GUARD SHALL BE RESPONSIBLE FOR
ENSURING THAT NO UNAUTHORIZED PERSONS OR VEHICLES ENTER THE SECURE AREA.
THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN SECURITY AND COMPLY WITH THE
TRANSPORTATION SECURITY ADMINISTRATION SECURITY RULES AND REGULATIONS
THROUGHOUT THE DURATION OF THE PROJECT. THE CONTRACTOR AND THE SURETY SHALL
INDEMNIFY AND SAVE HARMLESS THE OWNER, ENGINEER AND THIRD PARTY OR POLITICAL
SUBDIVISION FROM ANY AND ALL BREACHES OF SECURITY AND SHALL INDEMNIFY THE OWNER
FOR ANY FINES, EXPENSES AND DAMAGES WHICH IT MAY BE OBLIGED TO PAY BY REASON OF
ANY BREACH OF SECURITY RESULTING FROM THE CONTRACTOR'S ACTIONS AT ANY TIME
DURING THE PROSECUTION OF THE WORK. SUCH BREACHES OF SECURITY ARE SUBJECT TO
FINES BY THE TRANSPORTATION SECURITY ADMINISTRATION OF UP TO TEN THOUSAND
DOLLARS ($10,000) PER INCIDENT.
F. PAYMENT. THE COST OF COMPLYING WITH THE REQUIREMENTS OF SECTION 80 AND THE
CONSTRUCTION SAFETY PHASING PLAN, NOTES, AND DETAILS, INCLUDING BUT NOT LIMITED
TO SCHEDULING; PROVIDING FLAG PEOPLE; CONSTRUCTION, MAINTENANCE AND REMOVAL OF
TEMPORARY ACCESS ROADS AND STAGING AREAS; PROVIDING, PLACING, RELOCATING,
MAINTAINING AND REMOVING TEMPORARY BARRICADES; PROVIDING AND PLACING
PERMANENT BARRICADES; PROTECTION OF AIRCRAFT AND VEHICULAR TRAFFIC;
INSTALLATION, MAINTENANCE AND REMOVAL OF TEMPORARY AIRFIELD MARKINGS;
MAINTENANCE OF AIRPORT LIGHTING CIRCUITS; INSTALLATION, MAINTENANCE, AND REMOVAL
OF TEMPORARY WIRING AND AIRFIELD LIGHTING FACILITIES; CLEANING OF PAVED SURFACES;
RESTORATION OF SURFACES DISTURBED AS A RESULT OF THE CONTRACTOR'S OPERATIONS;
PROVIDING, MAINTAINING, AND REMOVING WARNING SIGNS, HAZARD MARKINGS, BARRICADE
LIGHTS; PROVIDING, MAINTAINING, AND REMOVING TEMPORARY ACCESS GATES; PROVIDING
PADLOCKS FOR ACCESS GATES; PROVIDING A GUARD AT ACCESS GATES; AND ALL SECURITY
REQUIREMENTS SHALL BE INCLUDED UNDER TECHNICAL SPECIFICATION ITEM M-100,
MAINTENANCE AND PROTECTION OF TRAFFIC.
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
GRADE
ISOMETRIC VIEW
1. WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN
EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND
FOLDED.
16" MIN.
FLOW
SILT FENCE NOTES:
EXISTING GRADE
20" (MIN.)
FLOW
EMBED SILT FENCE
MIN. 8" INTO GROUND
16" (MIN.)
WOVEN WIRE FENCE
(MIN. 14 GAUGE,
MAX. 6" MESH ) OR
APPROVED EQUAL
PROPOSED
GRAVEL BAG(S)
16" (MIN.)
24" SILT FENCE
FABRIC, ITEM P-156
HEIGHT OF SILT FENCE FABRIC
16" MIN.
STAPLE OR NAIL
FABRIC TO POST (TYP.)
2" X 2" X 36" MIN. WOOD POST
DRIVEN 16" INTO GROUND AT
8' O.C. MAX. SPACING
2. MAINTENANCE SHALL BE PROVIDED BY THE
CONTRACTOR AS DIRECTED BY ENGINEER AND
MATERIAL REMOVED WHEN "BULGES" DEVELOP IN
THE SILT FENCE.
3. WOVEN WIRE FENCE SHALL BE SECURELY FASTENED
TO FENCE POSTS WITH WIRE TIES OR STAPLES.
4. SILT FENCE FABRIC SHALL BE SECURELY FASTENED
TO WOVEN WIRE FENCE WITH TIES SPACED EVERY
24" AT TOP AND MID-SECTION.
SF
SD
2 BAG
MINIMUM
HEIGHT
80'
160'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
20'
40'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
30'
60'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
40'
80'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
20'
40'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
30'
60'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
40'
80'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
300'
600'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
0
50'
100'
50'
100'
CLEAR AND GRUB EXISTING GROUND
ITEM P-151, AS REQUIRED TO ALLOW FOR
P-154 RECYCLED MATERIAL
P-603 PAVEMENT SEALER
EXISTING STRUCTURE,
EDGE LIGHT, SIGN BASE,
MANHOLE, ETC.
CLEAR AND GRUB EXISTING GROUND
ITEM P-151, AS REQUIRED TO ALLOW FOR
P-154 RECYCLED MATERIAL
EXISTING STRUCTURE,
EDGE LIGHT, SIGN BASE,
MANHOLE, ETC.
C&S Engineers, Inc.
P-603 PAVEMENT SEALER
P-410 PAVEMENT SEALER
1.5" DROP
EXISTING RUNWAY
PAVEMENT
MEET
EXISTING
GRADE
MEET EXISTING GRADE
3" P-154 RECYCLED
MILLINGS AND BASE
3" P-410 RECYCLED
ASPHALT PAVEMENT
10' ±
MEET EXISTING PAVEMENT OR
CONCRETE, SEE DETAIL B1,
SHEET CG-501
2' MIN.
2' MIN.
3" ITEM MAG 321 BITUMINOUS
SURFACE COURSE, LOCAL MIX
REMOVE EXISTING ASPHALT
AND BASE, ITEM P-120 AND P-152
1'
SEE EDGE OF PAVEMENT
DETAIL A3, CG-501
EXISTING SUBGRADE
8" ITEM ADOT 303, CLASS 2
AGGREGATE BASE COURSE
PROPOSED UNDERCUT TO BE REMOVED, ITEM
P-152 AND REPLACE WITH ADOT SECTION 303,
CRUSHED AGGREGATE BASE COURSE, ONLY
WHEN DIRECTED BY THE ENGINEER
MEET EXISTING PAVEMENT
SEE DETAIL B1, SHEET CG-501
3" ITEM MAG 321 BITUMINOUS
SURFACE COURSE, LOCAL MIX
MEET EXISTING
PAVEMENT SEE DETAIL B1,
SHEET CG-501
1'
REMOVE EXISTING ASPHALT
AND BASE, ITEM P-120 AND P-152
EXISTING SUBGRADE
8" ITEM ADOT 303, CLASS 2
AGGREGATE BASE COURSE
PROPOSED UNDERCUT TO BE REMOVED, ITEM
P-152 AND REPLACE WITH ADOT SECTION 303,
CRUSHED AGGREGATE BASE COURSE, ONLY
WHEN DIRECTED BY THE ENGINEER
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
AC PAVEMENT
PCC PAVEMENT
SILICONE JOINT SEALANT PER
SPECIFICATION ITEM P-605, SHALL BE
RECESSED 1/8".
C&S Engineers, Inc.
SAWCUT PRIOR
TO SEALING JOINT
ASPHALT PAVEMENT
SECTION
2"
1/2"
JOINT SEALING FILLER,
ASTM D-6690, TYPE II OR TYPE III
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
EXISTING OR
PROPOSED
PAVEMENT
1/2"
2 - #4 HOOPS
2"
SEALANT DEPTH
PER SEALANT
MANUFACTURER
90°
1/8"
1/2"
SAWCUT PRIOR
TO SEALING JOINT
5/8" DIA. BACKER ROD
PCC PAVEMENT SECTION
REMOVE CURING COMPOUND
ALONG FACE OF SAWCUT
JOINT (USE SAW BLADE)
2 - #4 BARS, 18" LONG
THROUGH MOORING EYE
1. CONTRACTOR WILL NOT BE PAID GREATER THAN 100 PERCENT OF THE
PRODUCT OF THE CONTRACT UNIT PRICE AND THE TOTAL NUMBER OF TONS
OF BITUMINOUS MIXTURES USED IN THE ACCEPTED WORK.
PROPOSED
BITUMINOUS
PAVEMENT
5/8" BACKER ROD,
ASTM D-5249, TYPE 1
AIRPORT MOORING EYE
NEENAH CATALOG NO.
R-3490-A OR APPROVED EQUAL
12" DIA. SOLID MARKING
AVIATION YELLOW
PAVING JOINT
4-#4 BARS,
2" COVER
PLAN
PROPOSED
FINISHED
GRADE
SEAL JOINT WITH
JOINT SEALING
FILLER, ASTM D-6690
TYPE II OR TYPE III
PROVIDE 1/8"
RECESS
CORE DRILL
ASPHALT,
FULL DEPTH
PROPOSED
FINISHED GRADE
MIN.
PROPOSED BITUMINOUS
BASE COURSE, ITEM
MAG 321, LOCAL MIX
ASPHALT
SURFACE
VARIES
EXISTING
GROUND
SLOPE
AUGER TO REMOVE
EXISTING BASE
COURSE, SUBBASE
COURSE AND SOIL
EXCAVATE BASE AND
SUBBASE COURSE TO
APPROXIMATE ANGLE
OF REPOSE. DO NOT
UNDERMINE ASPHALT.
CONCRETE, P-610
5"
8"
PROPOSED CLASS 2
AGGREGATE BASE
COURSE, ITEM ADOT 303
SUBGRADE
PROPOSED CLASS 2
AGGREGATE BASE
COURSE, ITEM ADOT 303
1'-0" DIA.
PROPOSED UNDERCUT TO BE REMOVED, ITEM
P-152 AND REPLACE WITH ADOT SECTION 303,
CRUSHED AGGREGATE BASE COURSE, ONLY
WHEN DIRECTED BY THE ENGINEER
#4 HOOP (TYP.)
LONGITUDINAL JOINTS WHICH ARE IRREGULAR, DAMAGED, UN-COMPACTED,
OR OTHERWISE DEFECTIVE OR WHICH HAVE BEEN LEFT EXPOSED FOR MORE
THAN 4 HOURS, OR WHOSE SURFACE TEMPERATURE HAS COOLED TO LESS
THAN 160° F SHALL BE CUT BACK A MINIMUM OF 6 INCHES BY SAW-CUTTING
TO FORM A VERTICAL FACE EXPOSING A CLEAN, SOUND SURFACE FOR THE
FULL DEPTH OF THE COURSE. ALL CONTACT SURFACES SHALL BE GIVEN A
TACK COAT OF BITUMINOUS MATERIAL PRIOR TO PLACING ANY FRESH
MIXTURE AGAINST THE JOINT. THE COST OF THIS WORK AND TACK COAT
SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE BITUMINOUS
COURSE.
UPON COMPLETION OF PAVING OPERATIONS, ALL TRANSVERSE PAVING
JOINTS AND ALL JOINTS BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT
SHALL BE SAWED AND SEALED IN ACCORDANCE WITH DETAIL A2 SHEET
CG-501 AND AS DIRECTED BY THE ENGINEER. IN ADDITION, CONTRACTOR
SHALL SAW CUT AND SEAL NEW JOINTS IN THE FINAL SURFACE, AT
LOCATIONS SHOWN ON THE CONTRACT DRAWINGS.
THE PAVER SHALL BE EQUIPPED WITH A GRADE CONTROL SYSTEM CAPABLE
OF AUTOMATICALLY MAINTAINING THE SPECIFIED SCREED ELEVATION. THE
CONTROL SYSTEM SHALL BE AUTOMATICALLY ACTUATED FROM EITHER A
REFERENCE LINE AND/OR THROUGH A SYSTEM OF MECHANICAL SENSORS OR
SENSOR DIRECTED MECHANISMS OR DEVICES THAT WILL MAINTAIN THE
PAVER SCREED AT A PREDETERMINED TRANSVERSE SLOPE AND AT THE
PROPER ELEVATION TO OBTAIN THE REQUIRED SURFACE. THE TRANSVERSE
SLOPE CONTROLLER SHALL BE CAPABLE OF MAINTAINING THE SCREED AT
THE DESIRED SLOPE WITHIN PLUS OR MINUS 0.1 PERCENT.
PROPOSED BITUMINOUS
BASE COURSE, ITEM
MAG 321, LOCAL MIX
THE CONTROLS SHALL BE CAPABLE OF WORKING IN CONJUNCTION WITH ANY
OF THE FOLLOWING ATTACHMENTS WHEN AUTHORIZED BY THE RESIDENT
ENGINEER:
CONTRACTOR TO GRADE
MEDIANS 5' FEET BEYOND EDGE
OF PAVEMENT, 5% MAX.
5%
5'
PROPOSED CLASS 2
AGGREGATE BASE
COURSE, ADOT 303
THE ROLLER SHALL NOT PASS OVER THE UNPROTECTED END OF THE
FRESHLY LAID MIXTURE EXCEPT WHEN NECESSARY TO FORM A TRANSVERSE
JOINT. WHEN NECESSARY TO FORM A TRANSVERSE JOINT, IT SHALL BE MADE
BY MEANS OF PLACING A BULKHEAD OR BY TAPERING THE COURSE. THE
TAPERED EDGE SHALL BE CUT BACK TO ITS FULL DEPTH AND WIDTH ON A
STRAIGHT LINE TO EXPOSE A VERTICAL FACE PRIOR TO PLACING THE
ADJACENT LANE. IN BOTH METHODS, ALL CONTACT SURFACES SHALL BE
GIVEN A TACK COAT OF BITUMINOUS MATERIAL BEFORE PLACING ANY FRESH
MIXTURE AGAINST THE JOINT.
3. THE PAVER SHALL HAVE A RECEIVING HOPPER OF SUFFICIENT CAPACITY TO
PERMIT A UNIFORM SPREADING OPERATION. THE HOPPER SHALL BE
EQUIPPED WITH A DISTRIBUTION SYSTEM TO PLACE THE MIXTURE
UNIFORMLY IN FRONT OF THE SCREED WITHOUT SEGREGATION. THE
SCREED SHALL EFFECTIVELY PRODUCE A FINISHED SURFACE OF THE
REQUIRED EVENNESS AND TEXTURE WITHOUT TEARING, SHOVING, OR
GOUGING THE MIXTURE.
SECTION
1.5" DROP
1'
4 - #4 BARS
6"
3
1
EXISTING BITUMINOUS
PAVEMENT AND SUBBASE
COURSE TO BE REMOVED
SLOPE
6"
3"
EXISTING
BITUMINOUS
PAVEMENT
3'
1"
12"
PROPOSED
PAVEMENT
SECTION
1'-0"
SAWCUT EXISTING PAVEMENT
FULL DEPTH PRIOR TO REMOVAL
EXISTING GRADE
EXISTING
SUBBASE
COURSE
PROPOSED PORTLAND
CEMENT CONCRETE VALLEY
GUTTER, ITEM P-610
2'-6"
SEE CONSTRUCTION
JOINT DETAIL, THIS
SHEET
4"
2'-0" DIA.
2. JOINTS - THE FORMATION OF ALL JOINTS SHALL BE MADE IN SUCH A MANNER
AS TO ENSURE A CONTINUOUS BOND BETWEEN THE COURSES AND OBTAIN
THE REQUIRED DENSITY. ALL JOINTS SHALL HAVE THE SAME TEXTURE AS
OTHER SECTIONS OF THE COURSE AND MEET THE REQUIREMENTS FOR
SMOOTHNESS AND GRADE.
MA
X
A.
SKI_TYPE DEVICE OF NOT LESS THAN 30 FEET IN LENGTH OR AS
DIRECTED BY THE ENGINEER.
B.
TAUT STRINGLINE (WIRE) SET TO GRADE.
C.
SHORT SKI OR SHOE.
D.
LASER CONTROL.
IF, DURING CONSTRUCTION, IT IS FOUND THAT THE SPREADING AND
FINISHING EQUIPMENT IN USE LEAVES TRACKS OR INDENTED AREAS, OR
PRODUCES OTHER BLEMISHES IN THE PAVEMENT THAT ARE NOT
SATISFACTORILY CORRECTED BY THE SCHEDULED OPERATIONS, THE USE OF
SUCH EQUIPMENT SHALL BE DISCONTINUED AND SATISFACTORY EQUIPMENT
SHALL BE PROVIDED BY THE CONTRACTOR.
CONTRACTOR SHALL PROVIDE A 16-FOOT STRAIGHTEDGE. STRAIGHTEDGE
SHALL BE BOX ALUMINUM APPROXIMATELY 2” X 4” AND SHALL BE AVAILABLE
TO THE RESIDENT ENGINEER DURING ALL PAVING OPERATIONS.
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
NOTE: NO MARKINGS THIS SHEET
0
20'
40'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
30'
60'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
0
40'
80'
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com
NEW CONCRETE
TIE-DOWN (TYPICAL)
35'-0"
35'-0"
70'-0"
31'-0"
6" WIDE YELLOW PAINT
24'-6"
21'-0"
24'-6"
49'-0"
3'-0"
PROPOSED STOP BAR, 6" WIDE
AVIATION YELLOW PAINT
TAXIWAY CENTERLINE,
6" WIDE AVIATION
YELLOW PAINT
3"
30" MAX.
L-125
6" MIN.
(TYP.)
FRANGIBLE COUPLING
L-108, L-110
5' TO 8'
6"
MIN.
12"
1'-0"
(TYP.)
AIRFIELD LIGHTING
CABLES
SOLID BARE COPPER
COUNTERPOISE WIRE
3"
18"
1" CHAMFER (TYP.)
2' TO 5'
#6@12"
SIGN TETHER (TYP.)
L-867 CLASS 1A,
SIZE B LIGHT BASE
2" PVC CONDUIT
L-823 CONNECTOR
CONCRETE, P-610
SAFETY GROUND
JUMPER
L-830 TRANSFORMER
GUIDANCE SIGN NOTES:
GROUND LUG
1. PROVIDE 3/8" THICK STEEL COVER PLATE FOR LIGHT BASE INCLUDING
BOLTS AND GASKET.
2" RIGID STEEL CONDUIT
GROUND ROD
2" LIQUID-TIGHT
FLEXIBLE CONDUIT
2. SIGNS MUST HAVE A MINIMUM OF ONE TETHER PER MODULE.
3. FOR SIGN ARRAYS, A TETHER MUST BE USED AT EACH END.
4. ATTACH SAFETY GROUND TO AN INTERNAL GROUND LUG IN LIGHT BASE.
COUNTERPOISE WIRE
JUMPER WITH EXOTHERMIC
CONNECTIONS
3" TOPSOIL
HYDROSEEDING, ITEM T-906
CONDUIT TRENCHING NOTES:
1. COUNTERPOISE WIRE SHALL ONLY BE INSTALLED IN CONDUIT TRENCHES
WHERE THE CONDUIT RUN IS NOT PARALLEL WITH AND ADJACENT TO A
PAVEMENT EDGE.
9"
1'
18" MIN.
6" WIDE DETECTABLE
WARNING TAPE
COUNTERPOISE WIRE
BACKFILL WITH
SUITABLE ON-SITE
MATERIAL
2" PVC CONDUIT,
ITEM L-110
8"
4. DETECTABLE WARNING TAPE SHALL BE INSTALLED OVER EACH
COUNTERPOISE WIRE PRIOR TO PLACING TOPSOIL.
3"
GROUND ROD
3. WHERE REQUIRED, ONE COUNTERPOISE WIRE SHALL BE PROVIDED FOR
EVERY 2 CONDUITS OR INCREMENT THERE OF, PLACED IN A COMMON
TRENCH. COUNTERPOISE WIRE SHALL BE PLACED PROPORTIONATELY
ACROSS THE TRENCH.
5. PROVIDE 3" BETWEEN MULTIPLE CONDUITS IN A CONDUIT TRENCH. SEE
LIGHTING PLANS FOR NUMBER OF CONDUITS PER TRENCH.
4"
BEDDING
2. WHERE CONDUIT TRENCHES RUN PARALLEL WITH A PAVEMENT EDGE,
COUNTERPOISE WIRE SHALL BE INSTALLED IN A SEPARATE TRENCH, SEE
COUNTERPOISE INSTALLATION DETAIL XX, THIS SHEET.
6. COUNTERPOISE WIRE SHALL BE CONNECTED TO A 5/8" DIA. x 8 FT LONG (MIN.)
GROUND ROD EVERY 500 FT AND AT DUCT BANK ENDS AND CABLE
CROSSINGS. ALL CONNECTIONS SHALL BE EXOTHERMIC. GROUND RODS TO
BE A MINIMUM OF 6" BELOW SURFACE.
8"
PROPOSED L-861 LIGHT FIXTURE WITH
MEDIUM INTENSITY INCANDESCENT LAMP
FRANGIBLE COUPLING
14"
L-867 CLASS 1A, SIZE B LIGHT BASE
SLOPE TO DRAIN (TYP.)
CONCRETE
1. ALL LIGHT BASES SHALL HAVE A MINIMUM OF TWO CONDUIT
STUBS SPACED 180 APART. CAP CONDUIT IF STUB IS NOT
OCCUPIED. ADDITIONAL CONDUIT STUBS MAY BE REQUIRED,
SEE PLANS FOR EXACT NUMBER OF STUBS.
2' TO 5'
(TYP.)
4"
(TYP.)
SAFETY
GROUND
JUMPER
2. COUNTERPOISE WIRE SHALL BE INSTALLED IN A SEPARATE
TRENCH, SEE DETAIL XX, THIS SHEET.
18"
(TYP.)
12"
24"
L-823 CONNECTOR
AIRFIELD LIGHTING
CABLE (TYP.)
EDGE LIGHT NOTES:
FINISHED GRADE
2" PVC
CONDUIT (TYP.)
2" RIGID STEEL
CONDUIT STUB (TYP.)
L-108, L-110
(TYP.)
GROUND
LUG
L-125
2" LIQUID-TIGHT FLEXIBLE
CONDUIT (TYP.)
GROUND ROD
L-830 TRANSFORMER
PLACE BRICK UNDER
TRANSFORMER
3. CONNECT A SAFETY GROUND JUMPER TO THE EXTERNAL
GROUND LUG AND ATTACH IT TO A 5/8" DIA. x 8 FT LONG (MIN.)
GROUND ROD.
C&S Engineers, Inc.
9200 E PIMA CENTER PARKWAY
Suite 240
Scottsdale, Arizona 85258
Phone: 602-997-7536
Fax: 602-997-7592
www.cscos.com