20260406_100%_Final_Half_Moon_Bay_Airport_Taxiway_Pavement_Rehabilitation_Project_Plans_Signed.pdf
PDF 10 MB Posted
- Solicitation number
- E5140
- Issued by
- San Mateo County, California
About this file
Half Moon Bay Airport Taxiway A, B, & D Rehabilitation Project – Plans Summary
This is a set of 100% Final Construction Plans for the Half Moon Bay Airport Taxiway A, B, & D Rehabilitation Project, prepared for the County of San Mateo, California, under FAA Project No. 3-06-0097-025-2025 and County Project No. AH040. The project encompasses rehabilitation work on Taxiways A, B, and D at Half Moon Bay Airport, including crack sealing, seal coating treatment, pavement preparation, demolition of existing markings, and application of new taxiway centerline markings. The plans consist of 17 sheets covering general plans, control survey points, construction safety and phasing plans, demolition plans, improvement plans with details, and marking plans with specifications. Sealed bids were to be received by 2:30 p.m. on Wednesday, April 29, 2026, at the County Executive's Office in Redwood City, California. Plans and specifications were available for a non-refundable fee of $50 per set or downloadable from the county website, with responses to Requests for Information posted to the project webpage.
The work involves preparation of existing asphalt pavement with crack filling using a mixture of emulsified asphalt and aggregate per Item P-101, followed by emulsified asphalt seal coat treatment per Item P-608. The contractor is responsible for all site restoration, temporary lighting maintenance, continuous debris removal, access road reconstruction and maintenance, and utility location and damage prevention. The contract prohibits price increases due to cost escalation, requires the contractor to bear costs of failing tests, and reserves the right for the owner to eliminate up to 8% of contract items for completion by county forces. Fence materials are designated for salvage and stockpiling at specified locations, with all other materials requiring proper disposal off airport property. The project plans were signed and prepared by C&S Engineers, Inc., with a Principal Civil Engineer (R.C.E. #88865) and approved by the County of San Mateo Public Works Department in March 2026.
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Text version
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COUNTY OF SAN MATEO
CALIFORNIA
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ROW
pqpqpqpqpqpqpqpqpqpqpq
CONTRACTOR STAGING AREA
OBLITERATE EXISTING MARKINGS
TO BE SUPPLEMENTED BY STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED MAY 2018 AND ADOPTED BY SAN MATEO COUNTY, FEBRUARY 11, 2020, BY RESOLUTION NO. 077277
COUNTY PROJECT NO. AH040
FAA PROJECT NO. 3-06-0097-025-2025
TAXIWAY A, B, & D REHABILITATION PROJECT
HALF MOON BAY AIRPORT
COUNTY OF SAN MATEO
CALIFORNIA
1. GI001 TITLE SHEET
2. GI101 GENERAL PLAN & CONTROL SURVEY POINTS
3. GC101 CONSTRUCTION SAFETY & PHASING PLAN
4. CD101 DEMOLITION PLAN
5. CD102 DEMOLITION PLAN
6. CD103 DEMOLITION PLAN
7. CD104 DEMOLITION PLAN
8. CG101 IMPROVEMENT PLAN
9. CG102 IMPROVEMENT PLAN
10. CG103 IMPROVEMENT PLAN
11. CG104 IMPROVEMENT PLAN
12. CG501 IMPROVEMENT DETAILS
13. XM101 MARKING PLAN
14. XM102 MARKING PLAN
15. XM103 MARKING PLAN
16. XM104 MARKING PLAN
17. XM501 MARKING DETAILS
X X X X
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ROW
EXISTING RUNWAY OR TAXIWAY EDGE LIGHT
EXISTING CANTILEVER GATE
EXISTING DOUBLE SWING GATE
EXISTING SINGLE SWING GATE
EXISTING FENCE LINE
EXISTING SWALE CENTERLINE
EXISTING EDGE OF WATER
EXISTING ROADWAY BOUNDARY
EXISTING AVIATION EASEMENT BOUNDARY
EXISTING AIRPORT PROPERTY LINE
EXISTING TOP/BOTTOM OF DITCH
KEYED NOTE REFERENCE
X X X X X
ROFA
RSA
TOFA
TSA
EXISTING RUNWAY OBJECT FREE AREA
EXISTING RUNWAY SAFETY AREA
EXISTING TAXIWAY OBJECT FREE AREA
EXISTING TAXIWAY SAFETY AREA
ABAN. - ABANDONED
A.C. - ASPHALT CONCRETE
ALT - ALTERNATIVE
APPROX. - APPROXIMATE
ASPH. - ASPHALT
AWOS - AUTOMATED WEATHER OBSERVING SYSTEM
BC - BEGIN CURVE
BLDG. - BUILDING
BM - BENCH MARK
CBR - CALIFORNIA BEARING RATIO
CIP - CAST IRON PIPE
CO - CLEANOUT
CONC.- CONCRETE
CMP - CORRUGATED METAL PIPE
CMPA - CORRUGATED ARCHED METAL PIPE
CP - CASING POINT
CMU - CONCRETE MASONRY UNIT
CSP - CORRUGATED STEEL PIPE
DIA. - DIAMETER
EAPL - EXISTING AIRPORT PROPERTY LINE
EC - END OF CURVE
ELEV. - ELEVATION
EOP - EDGE OF PAVEMENT
EX - EXISTING
FAA - FEDERAL AVIATION ADMINISTRATION
FL - FLOW LINE
FG - FINISH GRADE
FND - FOUNDATION
FOD - FOREIGN OBJECT DEBRIS
FS - FINISH SURFACE
GA - GENERAL AVIATION
GB - GRADE BREAK
HP - HIGH POINT
IE - INVERT ELEVATION
INT - INTERSECTION
ILS - INSTRUMENT LANDING SYSTEM
LT - LEFT
LP - LOW POINT
MAX. - MAXIMUM
MIN. - MINIMUM
MISC. - MISCELLANEOUS
MUTCD - MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
NA - NOT APPLICABLE
OFA - OBJECT FREE AREA
O.C. - ON CENTER
PAV'T. - PAVEMENT
PC - POINT OF CURVATURE
PCC - PORTLAND CEMENT CONCRETE
PI - POINT OF INTERSECTION
PROP - PROPOSED
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
ST - STORM DRAINAGE
SHDR. - SHOULDER
SICPP - SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE
STA. - STATION
TC - TOP OF CURB
TD - TOP OF DIKE
TF - TOP OF FOOTING
TOFA - TAXIWAY OBJECT FREE AREA
TSA - TAXIWAY SAFETY AREA
TW - TAXIWAY
TYP. - TYPICAL
UD - UNDERDRAIN
VASI - VISUAL APPROACH SLOPE INDICATOR
WORK AREA HAUL ROUTE
WORK AREA LIMIT
LOW PROFILE BARRICADESpqpqpqpqpqpqpqpqpqpqpq
CONTRACTOR STAGING AREA
PREPARE WORK AREA FOR ASPHALT PAVEMENT TREATMENT
PROPOSED CRACK FILL AND SEAL JOINT TREATMENT
TBR - TO BE REMOVED
REIL - RUNWAY END IDENTIFIER LIGHTS
PROJECT
LOCATION
PROJECT
SITE
PROPOSED CENTERLINE TAXIWAY MARKING
EA
KG
EA
TITLE SHEET
TAXIWAY A, B, & D REHABILITATION PROJECT
NOT TO SCALE
MARCH 2026
1/5140
GI001
1 17
1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 70-08, ATTACHMENT A -
CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) OF THE GENERAL PROVISIONS.
2. THESE DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON RECORD DRAWINGS
AND/OR CAD FILES FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, THOSE UTILIZING THE INFORMATION ON THESE DRAWINGS ARE ADVISED
TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE USING IT FOR ANY
PURPOSE.
3. EXISTING UTILITIES WERE TAKEN FROM PLANS OF RECORD. THEY HAVE BEEN SHOWN
TO THE EXTENT KNOWN AND ARE OFFERED IN GOOD FAITH SOLELY FOR
INFORMATIONAL PURPOSES. THEY MAY NOT REFLECT ACTUAL LOCATIONS AND MAY
NOT BE INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL
UTILITIES PRIOR TO THE START OF CONSTRUCTION.
4. THE ACTUAL LOCATION AND ELEVATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY
THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
5. IN THE EVENT OF DAMAGE TO EXISTING UTILITIES OR CABLES, THE ENGINEER AND
OWNER SHALL BE NOTIFIED IMMEDIATELY.
6. THE CONTRACTOR SHALL REPAIR ALL DAMAGE TO UTILITIES OR CABLES, AS DIRECTED
BY THE ENGINEER, IMMEDIATELY AND AT THE CONTRACTOR'S EXPENSE.
7. ALL AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S STAGING AND
CONSTRUCTION OPERATIONS SHALL BE RESTORED EQUAL TO OR BETTER THAN
ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
8. DURING THE WORK OF THIS CONTRACT, THE CONTRACTOR SHALL FURNISH,ERECT AND
MAINTAIN WHATEVER TEMPORARY LIGHTING MAY BE NECESSARY TO KEEP THE
TAXIWAY IN OPERATING CONDITION WHEN OPEN FOR AIRCRAFT.
9. ALL DIRT, DUST, STONES AND LOOSE DEBRIS SHALL BE CONTINUOUSLY REMOVED
FROM ALL PAVED SURFACES DURING THIS CONTRACT.
10. THE CONTRACTOR SHALL RECONSTRUCT AND MAINTAIN EXISTING ACCESS ROADS AS
REQUIRED FOR ACCESS TO THE WORK AREAS.
11. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN PROPOSED GRAVEL ACCESS
ROADS AT THE APPROXIMATE LOCATION SHOWN.
12. PROPOSED ACCESS ROADS SHALL BE REMOVED UPON COMPLETION OF WORK AND
THE AREA RESTORED TO ORIGINAL CONDITION.
13. ALL OF THE CONTRACTOR'S OPERATIONS SHALL REMAIN ON AIRPORT PROPERTY AT
ALL TIMES. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE ALLOWED ON
ADJACENT PROPERTY.
14. TO THE EXTENT THAT WETLAND AREAS ARE KNOWN, THEY HAVE BEEN DEPICTED ON
THE CONTRACT DRAWINGS.
15. IN WETLAND AREAS, NO EXCAVATION, VEHICLES OR OTHER SOIL DISTURBANCE WILL BE
ALLOWED. ANY CLEARING REQUIRED WILL BE PREFORMED WITH HANDHELD TOOLS
AND REMOVED BY HAND. NO GRUBBING WILL BE ALLOWED.
16. FENCE POSTS LOCATED WITHIN DESIGNATED WETLANDS SHALL BE SECURED BY USE
OF ANCHOR SHOES DRIVEN BY HAND OR POWER DRIVERS.
17. THIS CONTRACT DOES NOT ALLOW FOR PRICE INCREASES DUE TO ESCALATION IN
COST OF UNIT BID ITEMS. THE CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION
WHEN PREPARING UNIT PRICES FOR BID.
18. THE COST OF ALL FAILING TESTS PERFORMED BY THE OWNER OR ON THE OWNER'S
BEHALF SHALL BE BORNE BY THE CONTRACTOR.
19. THE OWNER RESERVES THE RIGHT TO ELIMINATE ANY ITEMS OF THE CONTRACT AND
PERFORM THESE ITEMS WITH ITS FORCES AND MATERIALS. IT IS ESTIMATED THAT UP
TO 8% OF THE PROJECT MAY BE COMPLETED BY THE OWNER. THE ITEMS TO BE
COMPLETED BY THE OWNER WILL BE SPECIFIED PRIOR TO AWARD.
20. THE OWNER RESERVES THE RIGHT TO SALVAGE FENCE MATERIALS. THE MATERIAL TO
BE SALVAGED IS IDENTIFIED IN THE SPECIFICATION. SALVAGED MATERIAL SHALL BE
STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER IN GOOD CONDITION.ALL
OTHER FENCE MATERIAL SHALL BE SPOILED OFF AIRPORT PROPERTY AT A PROPER
DISPOSAL SITE SELECTED BY THE CONTRACTOR.
PAVING NOTES
21. ALL AREAS TO BE OVERLAID SHALL BE PREPARED IN ACCORDANCE WITH ITEM P-101,
"PREPARATION/REMOVAL OF EXISTING PAVEMENTS".
22. THE CONTRACTOR'S ATTENTION IS DIRECTED TO ITEM P-101 "PREPARATION/REMOVAL
OF EXISTING PAVMEMENTS" AS IT RELATES TO FILLING JOINTS AND CRACKS IN
EXISTING PAVEMENT. A MIXTURE OF EMULSIFIED ASPHALT AND SAND IS REQUIRED TO
FILL JOINTS AND CRACKS IN EXISTING PAVEMENT. ITEM P-605,"JOINT SEALING FILLER"
WILL NOT BE ALLOWED.
MARKING NOTES
23. REMOVAL OF EXISTING MARKINGS SHALL BE IN ACCORDANCE WITH ITEM P-620.
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang Text Box
FOR
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CP6
CP1
CP2
CP3
CP4
CP5
CP8
CP7
MOONPORTMOONPORT_AZ
CABRILLO HIGHWAY
AIRPORT STREET
RUNWAY 12-30
TAXIW
AY 'B'
TA
XI
W
AY
'A
TA
XI
W
AY
'C
TAXIWAY 'D'
TAXIWAY 'D'
TAXIWAY 'D'
TAXIW
AY 'E'
TAXIWAY 'F'
TAXIW
AY 'G'
TAXIWAY 'F'
A1 SCALE: NOT TO SCALESCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE
B1 SCALE: 1" = 250'
GENERAL PLAN & CONTROL SURVEY POINTS
250 0 250 500FT.
CONTROL POINTS/SITE BENCHMARKS TABLE
1. THE TOPOGRAPHIC FEATURES SHOWN HEREON WERE COMPILED FROM TOPOGRAPHIC SURVEY PERFORMED BY R.E.Y. ENGINEERING, INC. DATED AUGUST 10, 2021.
2. CONTRACTOR SHALL PROTECT ALL CONTROL POINTS. IF DISTURBED, THE CONTRACTOR SHALL REESTABLISH AT THEIR COST.
BASIS OF COORDINATES
COORDINATES SHOWN HEREON ARE IN TERMS OF NAD83, EPOCH 2010.0, CALIFORNIA STATE PLANE COORDINATE ZONE 3.
BASIS OF ELEVATIONS
ELEVATIONS SHOWN HEREON ARE IN TERMS OF NAVD88.
CONTROL POINT TABLE
POINT #
NORTHING
2017973.360
2017360.109
2016535.198
2015765.805
2014877.629
2013952.775
2014153.969
2013409.923
2013840.938
2017494.622
EASTING
5979971.219
5979276.720
5981533.480
5980705.275
5982941.196
5981908.880
5983671.380
5982815.401
5983076.398
5979798.299
ELEVATION
70.315
67.309
48.436
43.048
44.754
27.888
36.693
25.462
32.530
65.310
DESCRIPTION
CP 1
CP 2
CP 3
CP 4
CP 5
CP 6
CP 7
CP 8
MOONPORT
MOONPORT_AZ
PROPOSED WORK AREA.
MARCH 2026
EA
KG
EA
GENERAL PLAN & CONTROL SURVEY POINTS
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 250'
MARCH 2026
1/5140
GI101
2 17
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
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CABRILLO HIGHWAY
AIRPORT STREET
ADMINISTRATION /TERMINAL BUILDING
RUNWAY 12-30
TAXIW
AY 'B'
TA
XI
W
AY
'A
TA
XI
W
AY
'C
CONTRACTOR ACCESS
GATE
CONTRACTOR STAGING AREA 101
TAXIWAY 'D'
TAXIWAY 'D'
TAXIWAY 'D'
TAXIW
AY 'E'
TAXIWAY 'F'
TAXIW
AY 'G'
TAXIWAY 'F'
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LOW PROFILE BARRICADESA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 250'
CONSTRUCTION SAFETY & PHASING PLAN
250 0 250 500FT.
1. THE WORK AREA ENTRANCE WILL BE THE EXISTING NORTH ACCESS GATE VIA
CABRILLO HIGHWAY ON THE NORTH-EAST END OF THE AIRPORT PROPERTY,
AND IT MUST BE MANNED BY A FLAG PERSON TO MAINTAIN THE SECURITY OF
THE AIRPORT AT ALL TIMES THE GATE IS OPENED OR UNLOCKED.
2. THE STAGING AREA WILL BE LOCATED AT THE NORTH-EAST END OF THE
AIRPORT PROPERTY NEAR THE ACCESS GATE.
3. ANY DAMAGE TO EXISTING ROADS SHALL BE REPAIRED IMMEDIATELY AT
CONTRACTOR'S EXPENSE.
PROPOSED LOW PROFILE BARRICADES.
PROPOSED LIMIT OF WORK.
PROPOSED CONTRACTOR STAGING AREA.
CONTRACTOR ACCESS ROUTE.
101. PROPOSED LOW PROFILE BARRICADES, SEE DETAIL A4/THIS SHEET.
MARCH 2026
EA
KG
EA
CONSTRUCTION SAFETY & PHASING PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 250'
MARCH 2026
1/5140
GC101
3 17
14" (T
YP.)
AT BASE
6" (T
YP.)
AT TOP
8' (TYP.)
TY
P.
SAFETY ORANGE AND WHITE,
HIGH IMPACT, UV RESISTANT,
HDPE WATER-FILLED BARRICADE 6"X6" ORANGE AND WHITE
REFLECTIVE SHEETING, CLASS B
360° SOLAR-POWERED FLASHING
RED WARNING LIGHT
BARRICADE NOTES:
1. BARRICADES SHALL BE MANUFACTURED BY MULTI-BARRIER, MODEL AR 10 X 96, SHERWIN INDUSTRIES, INC.,2129 WEST MORGAN AVE., MILWAUKEE, WISCONSIN 53221, PHONE: 1-800-525-8876, OR APPROVED EQUAL.
2. FLAT, BIDIRECTIONAL WARNING LIGHTS WILL NOT BE ACCEPTABLE.
3. EXACT LOCATIONS SHALL BE DETERMINED DURING CONSTRUCTION. ALL BARRICADES SHALL BE
PLACED AT WORK AREA LIMITS, OR AS OTHERWISE SHOWN ON PLANS.
4. BARRICADES MAY BE SPACED AT A MAXIMUM OF 6' APART.
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
XXXXXXXX
N=2,016,898.96 E=5,981,009.09
N=2,016,924.41 E=5,980,972.82
N=2,017,000.89 E=5,980,863.63
N=2,017,040.08 E=5,980,806.07
N=2,017,105.22 E=5,980,741.50
N=2,017,301.31 E=5,980,565.95
N=2,017,408.53 E=5,980,467.43
N=2,017,665.05 E=5,980,238.87
N=2,017,780.27 E=5,980,135.69
N=2,017,900.57 E=5,980,026.89
N=2,017,867.33 E=5,979,989.52
N=2,017,794.61 E=5,979,972.65
N=2,017,788.30 E=5,979,893.63
N=2,017,739.43 E=5,979,838.44
N=2,017,679.00 E=5,979,834.84
N=2,017,662.72 E=5,979,823.16
N=2,017,629.49 E=5,979,786.02
N=2,017,591.94 E=5,979,819.23
N=2,017,745.78 E=5,979,993.70
N=2,017,769.67 E=5,980,051.94
N=2,017,747.17 E=5,980,097.98
N=2,017,027.25 E=5,980,743.51
TAXIW
AY A
TAXIWAY D
XXX
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XXX
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XXX
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A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
DEMOLITION PLAN
50'
50 0 50 100FT.
MA
TC
H
LIN
E , S
EE
S
HE
ET
C D1
101. PREPARE THE EXISTING ASPHALT FOR CRACK SEAL TREATMENT.
PREPARE WORK AREA FOR CRACK SEAL AND SEAL COAT
TREATMENT.
MARCH 2026
EA
KG
EA
DEMOLITION PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
CD101
4 17
NOTES:
· OBLITERATE EXISTING MARKINGS IN ALL THE WORK AREAS THAT WILL HAVE CRACK SEAL AND SEAL COAT
TREATMENT.
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
CD103
CD102
CD104
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
N=2,015,948.85 E=5,982,360.24
N=2,016,035.51 E=5,982,234.73
N=2,015,981.39 E=5,982,225.71
N=2,016,060.66 E=5,982,113.48
N=2,016,097.04 E=5,982,149.27
N=2,016,178.56 E=5,982,033.32
N=2,016,241.58 E=5,981,944.23
N=2,016,386.38 E=5,981,739.20N=2,016,437.01
E=5,981,666.42
N=2,016,515.84 E=5,981,552.85
N=2,016,276.42 E=5,981,807.52
N=2,016,272.18 E=5,981,745.90N=2,016,300.61
E=5,981,704.89
N=2,016,354.11 E=5,981,696.07
N=2,016,622.94 E=5,981,399.68
N=2,016,703.89 E=5,981,284.28
N=2,016,723.37 E=5,981,256.71
N=2,016,797.15 E=5,981,154.16
N=2,016,831.66 E=5,981,104.97
N=2,016,840.12 E=5,981,097.90
N=2,016,735.48 E=5,981,151.34
N=2,016,657.13 E=5,981,265.69
N=2,016,015.27 E=5,982,311.75
N=2,016,303.78 E=5,981,896.95
TAXIWAY D
TAXIW
AY B
TAXIWAY D
XXX
X
XXX
X
X
XXX
X X X X X X X
X X
XXXX
X
X
XXXXXXXXXXXXXXXX
X
X
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
DEMOLITION PLAN
50'
50 0 50 100FT.
MATCH LINE , SEE SHEET CD104
MA
TC
H
LIN
E , S
EE
S
HE
ET
C D1
101. PREPARE THE EXISTING ASPHALT FOR CRACK SEAL TREATMENT.
102. OBLITERATE EXITING MARKINGS, PER ITEM P-620.
PREPARE WORK AREA FOR CRACK SEAL AND SEAL COAT
TREATMENT.
MA
TC
H
LIN
E , S
EE
S
HE
ET
C D1
REMOVE EXISTING MARKINGS.
MARCH 2026
EA
KG
EA
DEMOLITION PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
CD102
5 17
NOTES:
· OBLITERATE EXISTING MARKINGS IN ALL THE WORK AREAS THAT WILL HAVE CRACK SEAL AND SEAL COAT
TREATMENT.
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
CD103
CD104
CD101
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
X X X X
X X
XX
X
X
X X
X X
X
XXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
XXXXXXXXXXXXXXXXXX
X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
101 102
102N=2,015,807.57 E=5,982,559.45
N=2,015,713.24 E=5,982,727.91
N=2,015,778.50 E=5,982,634.32
TAXIWAY D
TAXIWAY D
TAXIW
AY E
N=2,015,676.48 E=5,982,747.88
N=2,015,634.86 E=5,982,718.95
XXX
X
XXX
X
X
XXX
X X X X X X X
X X
XXXX
X
X
XXXXXXXXXXXXXXXX
X
X
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
DEMOLITION PLAN
50'
50 0 50 100FT.
MA
TC
H
LIN
E , S
EE
S
HE
ET
C D1
101. PREPARE THE EXISTING ASPHALT FOR CRACK SEAL TREATMENT.
102. OBLITERATE EXISTING MARKING, PER ITEM P-620.
PREPARE WORK AREA FOR CRACK SEAL AND SEAL COAT
TREATMENT.
REMOVE EXISTING MARKINGS
MARCH 2026
EA
KG
EA
DEMOLITION PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
CD103
6 17
NOTES:
· OBLITERATE EXISTING MARKINGS IN ALL THE WORK AREAS THAT WILL HAVE CRACK SEAL AND SEAL COAT
TREATMENT.
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
CD102
CD104
CD101
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
N=2,015,919.82 E=5,981,434.83
N=2,015,891.25 E=5,981,475.05
N=2,015,864.87 E=5,981,452.24N=2,015,901.32
E=5,981,417.82
N=2,015,845.43 E=5,981,378.46
N=2,015,816.05 E=5,981,418.26
TAXIW
AY B
XXX
X
XXX
X
X
XXX
X X X X X X X
X X
XXXX
X
X
XXXXXXXXXXXXXXXX
X
X
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
DEMOLITION PLAN
50'
50 0 50 100FT.
MATCH LINE , SEE SHEET CD102
101. PREPARE THE EXISTING ASPHALT FOR CRACK SEAL TREATMENT.
PREPARE WORK AREA FOR CRACK SEAL AND SEAL COAT
TREATMENT.
MARCH 2026
EA
KG
EA
DEMOLITION PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
CD104
7 17
NOTES:
· OBLITERATE EXISTING MARKINGS IN ALL THE WORK AREAS THAT WILL HAVE CRACK SEAL AND SEAL COAT
TREATMENT.
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
CD103
CD102
CD101
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
N=2,016,898.96 E=5,981,009.09
N=2,016,924.41 E=5,980,972.82
N=2,017,000.89 E=5,980,863.63
N=2,017,040.08 E=5,980,806.07
N=2,017,105.22 E=5,980,741.50
N=2,017,301.31 E=5,980,565.95
N=2,017,408.53 E=5,980,467.43
N=2,017,665.05 E=5,980,238.87
N=2,017,780.27 E=5,980,135.69
N=2,017,900.57 E=5,980,026.89
N=2,017,867.33 E=5,979,989.52
N=2,017,794.61 E=5,979,972.65
N=2,017,788.30 E=5,979,893.63
N=2,017,739.43 E=5,979,838.44
N=2,017,679.00 E=5,979,834.84
N=2,017,662.72 E=5,979,823.16
N=2,017,629.49 E=5,979,786.02
N=2,017,591.94 E=5,979,819.23
N=2,017,745.78 E=5,979,993.70
N=2,017,769.67 E=5,980,051.94
N=2,017,747.17 E=5,980,097.98
N=2,017,027.25 E=5,980,743.51
N=2,017,632.55 E=5,979,867.83
N=2,017,627.90 E=5,979,859.44
TAXIW
AY A
TAXIWAY D
50'
XXX
X
XXX
X
X
XXX
X X X X X X X
X X
XXXX
X
X
XXXXXXXXXXXXXXXX
X
X
MARCH 2026
EA
KG
EA
IMPROVEMENT PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
CG101
8 17
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
IMPROVEMENT PLAN
50'
50 0 50 100FT.
MA
TC
H
LIN
E , S
EE
S
HE
ET
C G1
101. PROPOSED CRACK AND SEAL COAT, ITEM P-101, AND EMULSIFIED ASPHALT SEAL COAT PER ITEM P-608.
SEE DETAIL A1 & A2 SHEET CG501. PROPOSED CRACK AND SEAL COAT TREATMENT.
NOTES:
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
CG103
CG102
CG104
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
N=2,015,948.85 E=5,982,360.24
N=2,016,035.51 E=5,982,234.73
N=2,015,981.39 E=5,982,225.71
N=2,016,060.66 E=5,982,113.48
N=2,016,097.04 E=5,982,149.27
N=2,016,178.56 E=5,982,033.32
N=2,016,241.58 E=5,981,944.23
N=2,016,386.38 E=5,981,739.20N=2,016,437.01
E=5,981,666.42
N=2,016,515.84 E=5,981,552.85
N=2,016,276.42 E=5,981,807.52
N=2,016,272.18 E=5,981,745.90N=2,016,300.61
E=5,981,704.89
N=2,016,354.11 E=5,981,696.07
N=2,016,622.94 E=5,981,399.68
N=2,016,703.89 E=5,981,284.28
N=2,016,723.37 E=5,981,256.71
N=2,016,797.15 E=5,981,154.16
N=2,016,831.66 E=5,981,104.97
N=2,016,840.12 E=5,981,097.90
N=2,016,735.48 E=5,981,151.34
N=2,016,657.13 E=5,981,265.69
TAXIWAY D
TAXIW
AY B
TAXIWAY D
49'
XXX
X
XXX
X
X
XXX
X X X X X X X
X X
XXXX
X
X
XXXXXXXXXXXXXXXX
X
X
MARCH 2026
EA
KG
EA
IMPROVEMENT PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
CG102
9 17
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
IMPROVEMENT PLAN
50'
50 0 50 100FT.
MATCH LINE , SEE SHEET CG104
MA
TC
H
LIN
E , S
EE
S
HE
ET
C G1
MA
TC
H
LIN
E , S
EE
S
HE
ET
C G1
101. PROPOSED CRACK AND SEAL COAT, ITEM P-101, AND EMULSIFIED ASPHALT SEAL COAT PER ITEM P-608.
SEE DETAIL A1 & A2 SHEET CG501. PROPOSED CRACK AND SEAL COAT TREATMENT.
NOTES:
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
CG103
CG104
CG101
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
X X
XX
X
X
X X
X X
X
XXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
XXXXXXXXXXXXXXXXXX
X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
N=2,015,807.57 E=5,982,559.45
TAXIWAY D
TAXIWAY D
TAXIW
AY E
N=2,015,676.35 E=5,982,748.06
N=2,015,634.64 E=5,982,718.80
XXX
X
XXX
X
X
XXX
X X X X X X X
X X
XXXX
X
X
XXXXXXXXXXXXXXXX
X
X
MARCH 2026
EA
KG
EA
IMPROVEMENT PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
CG103
10 17
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
IMPROVEMENT PLAN
50'
50 0 50 100FT.
MA
TC
H
LIN
E , S
EE
S
HE
ET
C G1
101. PROPOSED CRACK AND SEAL COAT, ITEM P-101, AND EMULSIFIED ASPHALT SEAL COAT PER ITEM P-608.
SEE DETAIL A1 & A2 SHEET CG501. PROPOSED CRACK AND SEAL COAT TREATMENT.
NOTES:
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
CG102
CG104
CG101
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
N=2,015,919.82 E=5,981,434.83
N=2,015,891.25 E=5,981,475.05
N=2,015,864.87 E=5,981,452.24N=2,015,901.32
E=5,981,417.82
N=2,015,845.43 E=5,981,378.46
N=2,015,816.05 E=5,981,418.26
TAXIW
AY B
49'
XXX
X
XXX
X
X
XXX
X X X X X X X
X X
XXXX
X
X
XXXXXXXXXXXXXXXX
X
X
MARCH 2026
EA
KG
EA
IMPROVEMENT PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
CG104
11 17
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
IMPROVEMENT PLAN
50'
50 0 50 100FT.
MATCH LINE , SEE SHEET CG102
101. PROPOSED CRACK AND SEAL COAT, ITEM P-101, AND EMULSIFIED ASPHALT SEAL COAT PER ITEM P-608.
SEE DETAIL A1 & A2 SHEET CG501. PROPOSED CRACK AND SEAL COAT TREATMENT.
NOTES:
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
CG103
CG102
CG101
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
A1 A2 SCALE: NOT TO SCALE
NOT USEDA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDA4 SCALE: NOT TO SCALE
B1 SCALE: NOT TO SCALE
NOT USED
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDB2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDB3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDB4 SCALE: NOT TO SCALE
C1 SCALE: NOT TO SCALE
NOT USED
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDC2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDC3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDC4 SCALE: NOT TO SCALE
SCALE: NOT TO SCALESCALE: NOT TO SCALE
SEAL COAT DETAIL , ITEM P-608
JOINTS AND CRACKS FROM 1/4" TO 1" WIDE
1/8
VA
RI
ES
JOINT AND CRACK FILLING NOTES:
1. ALL JOINTS AND CRACKS SHALL BE TREATED
WITH HERBICIDE PRIOR TO FILLING.
2. CRACKS WIDER THAN 1/4" SHALL BE FILLED
WITHIN THE LIMITS OF REHABILITATION, ITEM
P-101 UNLESS OTHERWISE NOTED.
3. REMOVE ALL EXISTING SEALER FROM EXISTING
JOINTS AND CRACKS, AND FROM THE PAVEMENT
SURFACE.
4. REMOVE ALL EMULSIFIED ASPHALT AND
AGGREGATE FROM THE PAVEMENT SURFACE
ADJACENT TO JOINTS AND CRACKS PRIOR TO
THE OVERLAY.
5. EMULSIFIED ASPHALT AND AGGREGATE SHALL
BE COMPACTED TO A VOIDLESS MASS.
JOINT AND CRACK FILLING DETAIL
MIXTURE OF EMULSIFIED ASPHALT
AND AGGREGATE, ITEM P-101
EXISTING
PAVEMENT
SECTION
EMULSIFIED ASPHALT SEAL COAT,
ITEM P-608
EXISTING
PAVEMENT
SECTION
SCALE: NOT TO SCALE
MARCH 2026
EA
KG
EA
IMPROVEMENT DETAILS
TAXIWAY A, B, & D REHABILITATION PROJECT
NOT TO SCALE
MARCH 2026
1/5140
CG501
12 17
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
TAXIW
AY A
TAXIWAY D
N=2,017,610.65 E=5,979,802.87
N=2,017,801.02 E=5,980,015.43
N=2,017,797.66 E=5,980,085.08
N=2,017,077.39 E=5,980,731.18
N=2,017,025.71 E=5,980,785.05
R50'
101N=2,017,861.01 E=5,980,029.38 102
R5
XXX
X
XXX
X
X
XXX
X X X X X X X
X X
XXXX
X
X
XXXXXXXXXXXXXXXX
X
X
MARCH 2026
EA
KG
EA
MARKING PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
XM101
13 17
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
MARKING PLAN
50'
50 0 50 100FT.
MA
TC
H
LIN
E , S
EE
S
HE
ET
X M1
101. PROPOSED CENTER LINE TAXIWAY MARKINGS, PER ITEM P-620. SEE DETAIL A1/XM501.
102. PROPOSED TAXIWAY CLOSURE MARKING, PER ITEM P-620, SEE DETAIL A2/XM501.
NOTES:
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
XM103
XM102
XM104
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
TAXIWAY D
AY B
TAXIWAY D
N=2,016,366.96 E=5,981,720.71
N=2,016,297.63 E=5,981,733.09
N=2,016,309.29 E=5,981,802.44
N=2,016,000.52 E=5,982,240.56
N=2,016,015.27 E=5,982,311.75
N=2,015,943.28 E=5,982,321.94
N=2,016,303.71 E=5,981,896.90
N=2,016,292.17 E=5,981,826.91
N=2,016,234.03 E=5,981,908.98
R50
R50
R50'
XXX
X
XXX
X
X
XXX
X X X X X X X
X X
XXXX
X
X
XXXXXXXXXXXXXXXX
X
X
MARCH 2026
EA
KG
EA
MARKING PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
XM102
14 17
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
MARKING PLAN
50'
50 0 50 100FT.
MATCH LINE , SEE SHEET XM104
MA
TC
H
LIN
E , S
EE
S
HE
ET
X M1
MA
TC
H
LIN
E , S
EE
S
HE
ET
X M1
101. PROPOSED CENTER LINE TAXIWAY MARKINGS, PER ITEM P-620. SEE DETAIL A1/XM501. NOTES:
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
XM103
XM104
XM101
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
X X
XX
X
X
X X
X X
X
XXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
XXXXXXXXXXXXXXXXXX
X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
TAXIWAY D
TAXIWAY D
TAXIW
AY E
N=2,015,782.23 E=5,982,636.79
N=2,015,716.51 E=5,982,730.65
N=2,015,646.86 E=5,982,742.67
N=2,015,704.31 E=5,982,661.02
N=2,015,712.67 E=5,982,648.97
N=2,015,769.62 E=5,982,568.06 R5
0'
R5 0'
N=2,015,676.35 E=5,982,748.06
N=2,015,634.64 E=5,982,718.80
XXX
X
XXX
X
X
XXX
X X X X X X X
X X
XXXX
X
X
XXXXXXXXXXXXXXXX
X
X
MARCH 2026
EA
KG
EA
MARKING PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
XM103
15 17
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
MARKING PLAN
50'
50 0 50 100FT.
MA
TC
H
LIN
E , S
EE
S
HE
ET
X M1
101. PROPOSED CENTER LINE TAXIWAY MARKINGS, PER ITEM P-620. SEE DETAIL A1/XM501. NOTES:
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
XM102
XM104
XM101
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
AY B
N=2,015,830.72 E=5,981,398.38
XXX
X
XXX
X
X
XXX
X X X X X X X
X X
XXXX
X
X
XXXXXXXXXXXXXXXX
X
X
MARCH 2026
EA
KG
EA
MARKING PLAN
TAXIWAY A, B, & D REHABILITATION PROJECT
1" = 50'
MARCH 2026
1/5140
XM104
16 17
A1 SCALE: NOT TO SCALE
KEYED NOTES
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
LEGENDA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
SHEET NOTESA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
KEY MAPA4 SCALE: NOT TO SCALE
B1 SCALE: 1" = 50'
MARKING PLAN
50'
50 0 50 100FT.
MATCH LINE , SEE SHEET XM102
101. PROPOSED CENTER LINE TAXIWAY MARKINGS, PER ITEM P-620. SEE DETAIL A1/XM501. NOTES:
· PROTECT ALL EXISTING TAXIWAY EDGE LIGHTS IN PLACE.
XM103
XM102
XM101
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
A1 SCALE: NOT TO SCALESCALE: NOT TO SCALE SCALE: NOT TO SCALEA2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDA3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDA4 SCALE: NOT TO SCALE
B1 SCALE: NOT TO SCALE
NOT USED
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDB2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDB3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDB4 SCALE: NOT TO SCALE
C1 SCALE: NOT TO SCALE
NOT USED
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDC2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDC3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOT USEDC4 SCALE: NOT TO SCALE
TAXIWAY CENTER LINE MARKING DETAIL
NOTES:
1. TAXIWAY CENTERLINE MARKINGS ARE INTERRUPTED FOR ALL RUNWAY MARKINGS UNLESS OTHERWISE
NOTED.
2. REFLECTIVE MEDIA SHALL NOT BE INCLUDED IN BLACK PAINT.
TAXIWAY CENTERLINE MARKING, 6 "
WIDE, YELLOW, WITH REFLECTIVE MEDIA
6" BLACK BORDER
MARCH 2026
EA
KG
EA
MARKING DETAILS
TAXIWAY A, B, & D REHABILITATION PROJECT
NOT TO SCALE
MARCH 2026
1/5140
XM501
17 17
12.
5'
30'
5'
TAXIWAYCL
NOTES:
1. CLOSED TAXIWAY MARKINGS SHALL BE PAINTED
ON THE PAVEMENT AND SHALL BE YELLOW.
5'
12.
5'
12.5'
CLOSED TAXIWAY MARKING DETAIL
CO
UN
TY OF SAN MATEO
P U
B L I C W O R
K S
7801 Folsom Boulevard, Suite 210 Sacramento, California 95826
Phone: 916-364-1470 www.cscos.com
C&S Engineers, Inc. 03-31-2026
06-30-2026
RICHARD D. GRAHAM
C 72089
04-03-2026 azhang Text Box
NELI AVRAMOVA
PRINCIPAL CIVIL ENGINEER
R. C. E. # 88865 azhang
| Sheets and Views |
| 1 GI001 |
| 2 GI101 |
| 3 GC101 |
| 4 CD101 |
| 5 CD102 |
| 6 CD103 |
| 7 CD104 |
| 8 CG101 |
| 9 CG102 |
| 10 CG103 |
| 11 CG104 |
| 12 CG501 |
| 13 XM101 |
| 14 XM102 |
| 15 XM103 |
| 16 XM104 |
| 17 XM501 |
File details come from the government source that posted it. Updated .