AZ NP GRCA 14(2) PLANS 6-24-26.pdf
PDF 29 MB Posted
- Attached to
- AZ NP GRCA 14(2) Roadway Improvements Federal contract opportunity
- Solicitation number
- 6982AF26Q000013
About this file
This is a set of roadway improvement plans for Arizona National Park Service (NPS) General Assistance (GA) project funding under Section 14(2) authority. The plans document specifications for roadway improvements within a national park in Arizona, prepared for competitive bidding through a Request for Quote (RFQ) solicitation process. The Federal Highway Administration (FHWA) within the Department of Transportation is the issuing federal agency.
The document contains detailed engineering plans and specifications necessary for contractors to prepare accurate cost quotes for the roadway work. Key elements include site plans, construction details, material specifications, and technical drawings required to execute the improvements. Interested contractors must obtain these plans and specifications—available as referenced in solicitation 6982AF26Q000013—to develop their proposals. The project represents federal infrastructure funding allocated through NPS general assistance mechanisms, with work scope and deliverables defined by the plans and accompanying specifications provided in this solicitation package.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Reminder to show in SAM.gov profile as a Small Business for NAICS 237310.pdf | ||
| QnA 26.07.14.pdf | ||
| Amendment A003.pdf | ||
| QnA 26.07.09 .pdf | ||
| Amendment A002.pdf | ||
| QnA 26.07.08.pdf | ||
| AZ NP GRCA 14(2) ROADWAY IMPROVEMENTS PRE BID VIRTUAL SITE VISIT PRESENTATION.pptx | PPTX presentation | |
| AZ NP GRCA 14(2) Phyiscal Data.zip | ZIP file | |
| A001 SF30.pdf | ||
| ALI(GRCA)FTNP.txt | TXT text file | |
| Horizontal Alignment Review Report.pdf | ||
| 6982AF26Q000018 AZ GRCA 14(2).pdf |
Show all 12
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BH
36 31
36 31
TP
E
N 1000
EL. 1234.56
SEC.
SEC.
W
RIP
CP GPS
JH
N
DI
TP
TP
Proposed)
Right-of-Way Line (Existing, Proposed)
Permanent Easement (Existing, Temporary Construction Easement
DI
Slope Stake Limits Top of Cut
Toe of Fill
Construction Limits (Limits of Disturbance)
Bottom of Ditch
Fence
Gate with Fence
Cattle Guard
Guardrail
Concrete Barrier and Guard Wall
Retaining Wall wall face
Signs (single, double post; portable)
Delineator
Pipe Culvert (arrow shows flow)
Pipe Culvert with End Section
Pipe Culvert with Headwall
Pipe Culvert with Drop Inlet
Box Culvert
Utility/Feature
Overhead or Above Ground
Underground Utility/Feature
Use, Support w/Anchor)
Poles (Power, Telephone, Joint
Miscellaneous Utility Features
Building
EXISTING PROPOSED
W = water
UD = underdrain
TV = CATV
T = telephone
STEAM = steam
SS = sanitary sewer
SD = storm drain
UP = transformer or junction box, WF = water fountain
EM = electric meter, TP = telephone pedestal, TV = CATV pedestal, Abbreviations
Utility/Feature Line
P = power
O = oil
IRR = irrigation
G = gas
FO = fiber optic
FM = force main
Street Light
Riprap diaphragmdiaph.
diagonaldiag.
design hourly volumeDHV diameter or Ø
D or dia.
expansion jointexp. jt.
excavationexc.
edge of travel wayETW equivalent single axle loadESAL equationEQ or eq.
edge of pavementEOP embankmentemb.
elevationelev.
elevation with numberEl. 94.066 each facee.f.
superelevation ratee eastE footingftg.
flangeflg.
fill facef.f.
galvanizedgalv.
gage (gauge)ga.
inside diameterID jointjt.
length/algebraic differenceK latitudelat.
length of curveL curve wideningCW leftLt or LT length of spiralLs lump sumLPSM longitudelong.
mile postMP monumentmon.
minimummin.
Midwest Guardrail SystemMGS normal crownNC northN ordinary high water markOHWM outside diameterOD out to outo.o.
other faceo.f.
on centero.c.
pavementpvmt.
point of tangent to curvePT point of spiral to tangentPST point of spiral to curvePSC point of tangent to spiralPS point on tangentPOT point on spiralPOS point of endingPOE point on curvePOC point of beginningPOB platepl.
point of intersectionPI point of curve to spiralPCS point of compound curvePCC point of curve to tangentPC rightRt or RT reinforcementreinf.
right-of-wayR/W rangeR.
radiusR spacing, spaces or spacedspa.
shouldershldr sectionsec.
point of spiral to curveSC seasonal average daily trafficSADT southS point of spiral to tangent spiralSTS stiffenerstiff.
stringerstgr.
standardstd.
stationsta.
point of spiral to tangentST stopping sight distanceSSD point of spiral to spiral (no curve)SS point of spiral to reverse spiralSRS typicaltyp.
tangent distance (spiraled curve)Ts point of tangent to spiralTS temporary construction easementTCE townshipT.
tangent lengthT vertical point of intersectionVPI vehicles per hourvph verticalvert.
vertical curveVC design speedV westW
NO SCALE
total central angle∆ approachappr.
amendmentAMEND aheadAH average daily trafficADT abutmentabut.
bearingbrg.
bridgebr.
balance pointBP bench markBM baselineBL backBK both facesb.f.
point of curve to spiralCS continuouscont.
construction jointconstr. jt.
connectionconn.
corrugated metal pipeCMP centerline or CL� center to centerc.c.
maximummax. National Boundary
State Boundary
County Boundary
City Boundary
Township or Range Line
Section Line
Section Corner (Found, Projected)
Spot Elevation
Material Source; Bore Hole; Test Pit
Treeline; Individual Trees
Spring
Section Line 4
Section Corner (Found, Projected) 4
Section Line 16
Section Corner (Found, Projected)16
Property Line
Parcel Number
Federal Agency Boundary
Wilderness Boundary
Indian Reservation Boundary
Existing Roadway (Paved, Gravel)
Railroad
Trail
Fiber Roll
Silt Fence
Sandbag
Intermittent Drainage or Small Creek
Large Creek or River
Lake, Pond or Reservoir
Coordinate Grid Tick
Boulder; Well; Antenna; Grave
Control Point (Terrestrial and GPS); Jump Hub
North Arrow
Check Dam
LOD
plan sheet.
Additional symbols may be shown in a legend on the appropriate
NOTE:
1.
cubic yard(s)CUYD cubic foot (feet)CUFT thousand gallonMGAL linear foot (feet)LNFT square yardSQYD square footSQFT
ABBREVIATIONS
PLAN SYMBOLS AND
101-1
FP-24
FLH STANDARD
:0
P
M
J u n e
S td
-1 c p w w o rk c fl \d m s \A
-S td -1
.d g n
OFFICE OF FEDERAL LANDS HIGHWAY
U.S. DEPARTMENT OF TRANSPORTATION, FHWA
SPECIFICATION
APPROVED FOR USE
PROJECT
NUMBER
SHEET
A.3
GRCA PMIS No.: 192082
AZ NP GRCA 14(2)
BYDATE
REVISIONS (OR CHANGE NOTICES)
DESCRIPTION
NO.
JF4/29/26Created1
:0 u n e
S u r v e y
C o n tr o l p w w o r k c f l\ d m s \A s u r v e y c o n tr o l.
d g n
SURVEY CONTROL
PROJECT
A.4
POINT IMPERIAL ROAD REPAIR LOCATIONS
CAPE ROYAL ROAD REPAIR LOCATIONS
Scale in Miles
20 4
N
END PROJECT
BEGIN PROJECT
Lindbergh Hill
Potential Staging Area
North Rim Parking Area
Potential Staging Area
Ballfield Yard
Potential Staging Area
CC Hill
Potential Staging Area
© 2026 Microsoft Corporation Earthstar Geographics SIO © 2026 TomTom
5+
10+
15+
20+
25+
30+00
35+00
40+
45+
50+
55+00
65+
70+00
75+00
80+00
85+00
90+
95+
100+
105+00
110+00
115+00
120+00
125+
130+00
+00
140+
145+00
0+
5+
+0
5+
0+
+00
+00
5+
+00
+00
+0
5+
0+
5+
+00
5+
0+
235+00
0+
+00
250+
+00
+0
265+00
+00
275+
280+00
5+
290+00
295+00
300+00
5+
00 31 0+
5+
+0
5+
330+
5+
0+
345+00
350+00
355+00
360+00
365+00
+00
5+
0+
385+00
390+00
5+
+0
0 40 5+
410+00
415+00
420+00
+00
430+
+00
0+
445+00
+00
5+
460+00
465+00
0+
5+
480+
485+00
490+00
495+00
+00
5+
+00
+00
0+
00 52 5+
530+
5+
540+00
+00
+0
+0
+0
+0
+0
+0
+0
+00
0+
+00
0+
+0
0+
615+
620+00
625+00
630+00
635+00
640+00
645+00
650+00
655+00
660+
665+00
670+00
+00
680+00
5+
690+00
695+00
700+
+00
+00
+00
720+00
725+00
730+00
735+00
740+00
745+00
750+00
755+00
760+00
765+00
770+00
775+00
780+00
785+00
790+00
795+00
800+
805+
810+
815+
820+
+00
830+00
835+00
840+00
845+00
850+00
855+00
860+00
+00
870+00
875+00
880+00
885+00
890+
895+
900+00
905+00
910+00
915+00
920+00
925+00
930+00
935+00
940+00
945+00
950+00
955+00
960+00
965+00
970+00
975+00
980+00
985+00
990+00
995+00
0+00
+00
1010+00
1015+00
1020+00
+0
+0
1035+00
2000+00
2005+00
2010+00
2015+00
2020+00
2025+00
2030+00
5+
2040+00
+00
+0
5+00
0+00
5+00
0+00
+0
0+00
5+00
0+00
+0
+0
+0
0+
+0
+0
+0 0 21
+0
+0
50+00
200+00
+00
+00
400+00
450+00
+00
+00
0+00
650+00
+00
100+00
0+00
0+00
900+00
0+00
MAINLINE 673+00.00
NORTH ENTRANCE ROAD
END SCHEDULE A
MAINLINE 2+40.00
NORTH ENTRANCE ROAD
BEGIN SCHEDULE A
2000+00.00 TO 2139+00.00
POINT IMPERIAL ROAD
SCHEDULE A
0+20.00 TO 1035+00.00
CAPE ROYAL ROAD
SCHEDULE A
55 MILES
TO JACOB LAKE, AZ
:5
A u n e
V ic in it y M a p p w w o r k c f l\ d m s
\A
S h e e ts
.d g n
VICINITY MAP
PROJECT
A.5
Sheet and Description
B.2 B.3-B.4 B.5-B.8
Drainage Summary
Surfacing Summary
Permanent Traffic Control
Summary Allowance Bid Schedule
A0020 ITEM 1 MOBILIZATION LPSM ALL
A0040 ITEM 2 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL
A0060 ITEM 3 DITCH, EXCAVATION LNFT 400 50 450
A0080 ITEM 4 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED SQYD 24 6 30
A0100 ITEM 5 ASPHALT CONCRETE PAVEMENT TON 1,357 43 1,400
A0120 ITEM 6 TACK COAT TON 5.6 0.4 6.0
A0140 ITEM 7 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 1,209 91 1,300
A0160 ITEM 8 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 1,501 124 1,625
A0180 ITEM 9 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3 SQYD 362 63 425
A0200 ITEM 10 36-INCH PIPE CULVERT LNFT 40 10 50
A0220 ITEM 11 END SECTION FOR 36-INCH PIPE CULVERT EACH 2 2
A0240 ITEM 12 GUARDRAIL SYSTEM MGS, TYPE 4, CLASS B, STEEL POSTS LNFT 3,525 100 3,625
A0260 ITEM 13 TERMINAL SYSTEM, TYPE MGS TANGENT EACH 7 7
A0280 ITEM 14 TERMINAL SYSTEM, TYPE MGS-BAT EACH 1 1
A0300 ITEM 15 GATE (ROAD CLOSURE GATE) EACH 1 1
A0320 ITEM 16 SIGN SYSTEM EACH 26 4 30
A0340 ITEM 17 OBJECT MARKER, TYPE 2 EACH 88 12 100
A0360 ITEM 18 DELINEATOR, TYPE SNOW POLE EACH 1,203 47 1,250
A0380 ITEM 19 PAVEMENT MARKINGS (TYPE B) MILE 100.7 4.3 105.0
A0400 ITEM 20 TEMPORARY TRAFFIC CONTROL LPSM ALL
Estimated Quantities
Remarks and/or Determination of Estimated Quantity
-J u n -2
:5
A
M N
A Z \g rc a (2
P ro je ct
M a n a g er s\ A d ve rt is em en t\ .2
E E
S ch ed u le s, O p ti o n s, A m o u n ts
[A
Z N
P G
R C A
(2
E n g in ee rs
E st im a te
.x ls x] S h ee t SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Description Unit Pay Item Number
PROJECT
B.1AZ NP GRCA 14(2)
:4
J u n e
D r a in a g e S u m m a r y p w w o r k c f l\ d m s
\B
S h e e ts
.d g n
Sheet 1 of 1
DRAINAGE SUMMARY
PROJECT
B.2 measuring patching.
area requires patching. See Special 418-A for more information on may vary.The patch quantity is within the area shown, but not the entire station range and nominal dimensions. Patch areas within these dimensions
Repair dimensions shown for Pavement Patch, Type 3 are the general1.
SURFACING SUMMARY NOTE:
:4
J u n e
S u rf a c in g S u m m a ry
-S H
E E
T p w w o r k c f l\ d m s
\B
S h e e ts
.d g n
Sheet 1 of 2
SURFACING SUMMARY
PROJECT
B.3 measuring patching.
area requires patching. See Special 418-A for more information on may vary.The patch quantity is within the area shown, but not the entire station range and nominal dimensions. Patch areas within these dimensions
Repair dimensions shown for Pavement Patch, Type 3 are the general1.
SURFACING SUMMARY NOTE:
:4
J u n e
S u rf a c in g S u m m a ry
-S H
E E p w w o r k c f l\ d m s
\B
S h e e ts
.d g n
Sheet 2 of 2
SURFACING SUMMARY
PROJECT
B.4
:4
J u n e
P e r m a n e n t T r a f f ic
C o n tr o l
S u m m a r ie s S h e e t p w w o r k c f l\ d m s
\B
S h e e ts
.d g n
Sheet 1 of 4
SUMMARIES
PERMANENT TRAFFIC CONTROL
PROJECT
B.5
:4
J u n e
P e r m a n e n t
T r a f f ic
C o n tr o l
S u m m a r ie s
S h e e p w w o r k c f l\ d m s
\B
S h e e ts
.d g n
Sheet 2 of 4
SUMMARIES
PERMANENT TRAFFIC CONTROL
PROJECT
B.6
12" (typ.)
LONGITUDINAL BAR
m in striping (typ.)
Solid white
12" (typ.)
6" (typ.)
EOP (typ.)
CROSSWALK STRIPING DIMENSIONS
path as shown in the plans or as approved.
For longitudinal bar, space line bars to avoid wheel latest edition.
"Manual on Uniform Traffic Control Devices" (MUTCD), Install striping and signing in accordance with the
2.
1.
CROSSWALK NOTES:
Traffic flow
Traffic flow
EOP (typ.)
See Note 2
Crosswalk striping (typ.)
Edge line
Centerline striping
W11-2
W16-7PL
W11-2
W16-7PL
TYPICAL CROSSWALK LAYOUT
W11-2
W11-2
See Spacing Table
See Spacing Table
:4
J u n e
P e r m a n e n t T r a f f ic
C o n tr o l
S u m m a r ie s S h e e p w w o r k c f l\ d m s
\B
S h e e ts
.d g n
Sheet 3 of 4
SUMMARIES
PERMANENT TRAFFIC CONTROL
PROJECT
B.7
See sheet 3 for cross walk striping details.1.
NOTES:1
:4
J u n e
P e r m a n e n t T r a f f ic
C o n tr o l
S u m m a r ie s S h e e p w w o r k c f l\ d m s
\B
S h e e ts
.d g n
Sheet 4 of 4
SUMMARIES
PERMANENT TRAFFIC CONTROL
PROJECT
B.8
Shoulder up with roadway aggregate
Construct 30° pavement edge (safety edge) for structural section details
See mainline typical section
LC
Profile grade superelevation
Pivot point for
LC
varies from 4" to 6"
Existing aggregate base depth varies from 3" to 4"
Existing asphalt pavement depth drainage and appearance.
Shape and compact as necessary for placement of asphalt concrete pavement.
Shoulder up with Roadway aggregate after edge (safety edge)
Construct 30° pavement for structural section details
See mainline typical section
LC
(placed in one lift)
2" Asphalt concrete pavement
See Detail A existing pavement)Tack coat (on Existing ground
Slope Stake Limit
Rounded Cut Slope
DITCH GRADING DETAIL
Existing ground
1'
Roadway ditch
Graded
1:2 m ax.
F=3'
B=3' 2'
1:3
Additional Clearing
(applies to cutslope side of the roadway)
Construction and Pay Limits
See plan sheets and tabulation of quantities for locations
NO SCALE
1:2 max.
SHOULDERING DETAIL B - PATCH TYPE 1
(applies to both sides of roadway)
2% min. superelevation 6% max. supereleva tion
-2% normal crown-2% normal crown
METHOD OF SUPERELEVATION ON CURVES
See plans for locations of curves
Existing width varies from 16.0' to 125.0'
Average 24.0'
Sta. 2+40 to 673+00
NORTH ENTRANCE ROAD
EXISTING TYPICAL SECTION
but no steeper than 1:2 to stay on existing bench.
6. Construct aggregate shouldering for overlay and patch sections at a 1:4 or flatter,
5. See surfacing summary and plan sheets for pavement patching locations.
pavement overlay.
4. Apply Tack coat to existing asphalt surface prior to placing asphalt concrete
Existing superelevated and widened sections are not shown. 3.
reduce the B and F dimensions to the actual cut height. B = 3', F=3'.
Round all earth slopes and all rippable rock slopes. For cut heights less than B, 2.
slope ratios may be adjusted to ensure adequate drainage and stability.
The gradient and width of the roadway ditches and the excavation and embankment 1.
Note:
SHOULDERING DETAIL A - OVERLAY, PATCH TYPE 2
(applies to both sides of roadway)
94+50 to 104+00, 109+00 to 120+00
10+60 to 17+00, 73+00 to 82+50, TYPICAL SECTION - OVERLAY
1'-2'11'11'1'-2'
Construction limits
Match existing Match existing
Shldr ShldrTraveled wayTraveled way
Match Existing Paved Width
:2 u n e
T y p ic a l
S e c ti o n p w w o r k c f l\ d m s
\C
S h e e ts
.d g n
Sheet 1 of 1
NORTH ENTRANCE ROAD
TYPICAL SECTION
PROJECT
C.1
N
Edge of road
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 1
21+00 to 21+50 RT location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
4" Solid double yellow centerline
4" Solid double yellow centerline
4" Broken yellow centerline
6" Solid white edge line
6" Solid white edge line
E= 641089.033
N= 1942256.506
2+40.00
NORTH ENTRANCE ROAD
BEGIN SCHEDULE A
BEGIN PROJECT
Delineator, Type Snow Pole
Object Marker, Type 2
Begin Overlay, Asphalt Concrete Pavement, Type 1
10+60 LT/RT
End Overlay, Asphalt Concrete Pavement, Type 1
17+00 LT/RT
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S04°03'51"E
.4
PC
.0
P
O B
S13°33'09"E
'1,159.21L =
'580.93T =
'7,000.00R =
(LT)09°29'18"Δ =
13+51.38PI
.6
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
2+45 to 25+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.1
GRCA PMIS NO.: 192082
Edge of road
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
4" Broken yellow centerline
4" Broken yellow centerline
6" Solid white edge line
6" Solid white edge line not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate
Delineator, Type Snow Pole
Object Marker, Type 2 according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S13°55'05"E
NOTE:
:0 u n e
N O
R T
H E
N T
R A
N C
E R
O A p w w o rk c fl
\d m s \P
L N
(G R
C A
)F T
N P
.d g n
25+00 to 53+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.2
Edge of road
Edge of road
Type MGS Tangent
Install terminal section, Begin installation of guardrail
72+65 RT
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 1
60+85 to 61+00 LT
Asphalt Concrete Pavement Patch, Type 1
60+00 to 60+40 RT
4" Broken yellow centerline
4" Solid double yellow centerline
4" Solid double yellow centerline
6" Solid white edge line
6" Solid white edge line
Pavement, Type 1
Asphalt Concrete
Begin Overlay, 73+00 LT/RT
Delineator, Type Snow Pole
Object Marker, Type 2 not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S14°02'20"E
0S14°02'20"E
'883.98L =
'554.41T =
'578.27R =
(LT)87°35'09"Δ =
78+98.59PI
.1
C
82+ 28.
PT
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
53+00 to 81+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.3
Edge of road
Type MGS tangent
Install terminal section, End installation of guardrail
82+25 RT
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
4" Solid double yellow centerline
4" Solid yellow centerline RT
4" Broken yellow centerline LT
4" Solid yellow centerline RT
4" Broken yellow centerline LT
4" Solid double yellow centerline
6" Solid white edge line
6" Solid white edge line
Pavement, Type 1
End Overlay, Asphalt Concrete
82+50 LT/RT
End Overlay, Asphalt Concrete Pavement, Type 1
104+00 LT/RT
Begin Overlay, Asphalt Concrete Pavement, Type 1
94+50 LT/RT
4" Solid double yellow centerline location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are
Delineator, Type Snow Pole
Object Marker, Type 2 according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
N78°22'32"E
.0
S57 °57 '43
"E S39°18'35"E
'379.19L =
'199.34T =
'497.59R =
(RT)43°39'46"Δ =
96+96.43PI
'201.37L = '101.59T = '618.58R =
(RT)18°39'08"Δ =
100+26.15PI
+97
.2
.5
.9
.3
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
81+00 to 109+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.4
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
4" Solid double yellow centerline
4" Solid double yellow centerline
6" Solid white edge line
6" Solid white edge line
Begin Overlay, Asphalt Concrete Pavement, Type 1
109+00 LT/RT
End Overlay, Asphalt Concrete Pavement, Type 1
120+00 LT/RT
Delineator, Type Snow Pole
Object Marker, Type 2 not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S23°49'09"E S22°36'43"E
'873.44L =
'439.40T =
'3,230.65R =
(RT)15°29'26"Δ =
110+31.79PI
'348.30L = '174.59T = '2,007.74R =
(LT)09°56'23"Δ =
121+12.05PI
.7
.8
S32°33'06"E
'963.35L = '482.85T = '5,643.28R =
(LT)09°46'51"Δ =
135+16.88PI
T 1
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
109+00 to 137+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.5
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 2
149+80 to 149+86 RT
4" Solid double yellow centerline
4" Solid double yellow centerline
6" Solid white edge line
6" Solid white edge line not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate
Object Marker, Type 2
Delineator, Type Snow Pole according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S42°19'57"E S49°46'24"E
'612.14L =
'306.50T =
'4,713.57R =
(LT)07°26'27"Δ =
143+39.15PI
'463.48L = '231.91T = '5,000.00R =
(LT)05°18'40"Δ =
148+88.74PI
C 1
S55 °05'
04"E
S54° 48'5
1"E
S29°38'53"E
'3.15L = '1.57T = '667.22R =
(RT)00°16'13"Δ =
153+93.50PI
'426.17L = '216.58T = '970.26R =
(RT)25°09'59"Δ =
156+70.56PI
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
137+00 to 165+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.6
Edge of road
Type MGS tangent
Install terminal section, Do not disturb existing asphalt curb
Begin installation of guardrail
Begin removal of guardrail
177+10 Rt.
Type MGS tangent
Install terminal section, Do not disturb existing asphalt curb
End new installation of guardrail
End removal of guardrail
181+85 Rt.
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 3
171+60 to 172+30 RT
Asphalt Concrete Pavement Patch, Type 2
181+20 to 181+70 RT
Asphalt Concrete Pavement Patch, Type 2
168+00 to 168+50 CL
4" Solid double yellow centerline
4" Solid double yellow centerline
6" Solid white edge line
6" Solid white edge line
Object Marker, Type 2
Delineator, Type Snow Pole not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate
Asphalt Concrete Pavement Patch, Type 3
181+80 to 181+90 CL according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S51°48'2 1"E
S33°59'23"E S6 5°2
2'1 7"E
'203.08L =
'102.37T =
'653.10R =
(RT)17°48'58"Δ =
170+42.80PI
'341.32L = '172.82T = '882.59R =
(LT)22°09'28"Δ =
165+71.74PI
'251.54L = '129.01T = '459.26R =
(LT)31°22'54"Δ =
175+72.11PI
S16°35'50"E
S00°39'45"W
S03°07'48"E S21°05'
36"E
'205.10L = '109.23T = '240.93R =
(RT)48°46'27"Δ =
179+41.29PI
'65.58L = '33.04T = '217.69R =
(RT)17°15'34"Δ =
181+14.42PI
'311.04L = '159.03T = '605.78R =
(RT)29°25'07"Δ =
192+62.38PI
'99.14L = '49.59T = '1,497.93R =
(LT)03°47'32"Δ =
183+75.07PI
'276.13L = '139.21T = '880.74R =
(LT)17°57'49"Δ =
185+85.89PI
8+
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
165+00 to 193+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.7
Edge of road
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 3
196+80 to 197+30 LT
Asphalt Concrete Pavement Patch, Type 2
204+70 to 206+55 RT
Asphalt Concrete Pavement Patch, Type 2
206+75 to 206+90 LT
Asphalt Concrete Pavement Patch, Type 2
208+20 to 208+50, 208+70 to 208+92 LT Asphalt Concrete Pavement Patch, Type 3
216+80 to 216+95 LT
Asphalt Concrete Pavement Patch, Type 2
217+80 to 218+40 LT
Type 2
Asphalt Concrete Pavement Patch, 218+75 to 219+25 LT
4" Solid double yellow centerline
4" Solid double yellow centerline
4" Solid yellow centerline RT
4" Broken yellow centerline LT 4" Solid double yellow centerline
6" Solid white edge line
6" Solid white edge line not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate
Object Marker, Type 2
Delineator, Type Snow Pole according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
Asphalt Concrete Pavement Patch, Type 3
206+55 to 207+10 RT
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S08°19'30"W
'1,010.00L =
'518.80T =
'1,792.39R =
(LT)32°17'09"Δ =
201+62.83PI
S23°57'39"E
PT
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
193+00 to 221+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.8
Edge of Road
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 3
222+00 to 225+10 CL
Asphalt Concrete Pavement Patch, Type 3
231+00 to 231+40 CL
Asphalt Concrete Pavement Patch, Type 3
234+00 to 234+60 CL
Asphalt Concrete Pavement Patch, Type 1
244+00 to 244+30 RT
4" Solid double yellow centerline
4" Solid double yellow centerline
6" Solid white edge line
6" Solid white edge line
Object Marker, Type 2
Delineator, Type Snow Pole not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
information.
See Detail 619-A for more
Install Roadway Closure Gate.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
0 2
S45° 06'39
"E
'211.60L =
'108.34T =
'400.00R =
(RT)30°18'32"Δ =
233+14.99PI
'684.08L = '345.98T = '1,853.17R =
(LT)21°09'01"Δ =
224+76.12PI
C 2
S14°48'07"E
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
221+00 to 249+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.9
GRCA PMIS NO.: 192082
Staging Area Lindbergh Hill
Edge of road
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 3
251+00 to 253+15 RT
Asphalt Concrete Pavement Patch, Type 3
256+00 to 257+00 RT
4" Solid double yellow centerline
4" Broken yellow centerline
4" Broken yellow centerline
4" Solid yellow centerline RT
4" Broken yellow centerline LT
4" Solid double yellow centerline
6" Solid white edge line
6" Solid white edge line
Object Marker, Type 2
Delineator, Type Snow Pole not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S21°01'17"E
'819.39L =
'410.10T =
'7,548.42R =
(LT)06°13'10"Δ =
249+79.59PI
S21°01'17"E
'856.23L = '437.31T = '1,707.85R =
(LT)28°43'31"Δ =
275+15.10PI
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
249+00 to 277+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.10
Edge of road
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
4" Solid double yellow centerline
4" Solid double yellow centerline
6" Solid white edge line
6" Solid white edge line
Object Marker, Type 2
Delineator, Type Snow Pole not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S64°54' 21"E
'625.40L =
'314.54T =
'2,363.81R =
(LT)15°09'32"Δ =
282+48.56PI
C
C 2
S52°01'08"E
'732.72L = '367.91T = '3,257.67R =
(RT)12°53'13"Δ =
292+54.87PI
'663.75L = '341.02T = '1,172.97R =
(LT)32°25'20"Δ =
301+56.70PI
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
277+00 to 305+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.11
Edge of road
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
4" Solid double yellow centerline
4" Solid double yellow centerline
6" Solid white edge line
6" Solid white edge line not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate
Object Marker, Type 2
Delineator, Type Snow Pole according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
0 3
S84°26 '28"E
'720.50L =
'373.87T =
'1,093.90R =
(RT)37°44'17"Δ =
316+52.79PI
0+
S46°42'10"E
N53 °4
7' "E
N78°20' 29"E
'402.90L = '204.59T = '940.45R =
(RT)24°32'47"Δ =
330+37.36PI
'714.69L = '428.39T = '515.07R =
(LT)79°30'07"Δ =
324+94.33PI
0+
9+
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
305+00 to 333+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.12
Edge of road
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
4" Solid double yellow centerline
4" Solid double yellow centerline6" Solid white edge line
6" Solid white edge line
Object Marker, Type 2
Delineator, Type Snow Pole not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
N78 °2
0'
"E
S67°07'26"E
S43°01'24"E
'610.65L =
'314.92T =
'1,013.11R =
(RT)34°32'05"Δ =
337+70.01PI '281.18L =
'142.70T = '668.48R =
(RT)24°06'02"Δ =
344+71.84PI
S02°02 '56"W
S44°50'49"W
'545.20L = '287.59T = '693.06R =
(RT)45°04'20"Δ =
349+02.35PI
'454.48L = '238.43T = '608.44R =
(RT)42°47'52"Δ =
356+99.42PI
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
333+00 to 362+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.13
200'100'0
Scale in Feet
200'100'0
Scale in Feet
4" Solid double yellow centerline
4" Broken yellow centerline RT
4" Solid yellow centerline LT
4" Broken yellow centerline RT
4" Solid yellow centerline LT
4" Broken yellow centerline
6" Solid white edge line
6" Solid white edge line
Object Marker, Type 2
Delineator, Type Snow Pole not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
Ditch Excavation to existing culvert.
383+00 to 386+00 Rt.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S3 2°
'39
"E
'1,045.45L =
'619.63T =
'775.16R =
(LT)77°16'28"Δ =
366+96.44PI
0+
T 3
S20°22'56"E
'402.14L = '201.81T = '1,912.86R =
(RT)12°02'43"Δ =
377+99.58PI
'663.00L = '334.78T = '1,935.34R =
(RT)19°37'41"Δ =
387+53.26PI
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
362+00 to 390+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.14
Edge of road asphalt
End removal of curb, 404+20 Rt.
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 3
Sta 413+50 to 414+00 CL
Asphalt Concrete Pavement Patch, Type 3
Sta 414+25 to 414+50 RT
4" Broken yellow centerline
4" Solid double yellow centerline
6" Solid white edge line
6" Solid white edge line
4" Solid yellow centerline RT
4" Broken yellow centerline LT
4" Solid yellow centerline RT
4" Broken yellow centerline LT not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate
Object Marker, Type 2
Delineator, Type Snow Pole according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S00 °45'
15"E
'556.95L =
'287.29T =
'920.53R =
(RT)34°39'58"Δ =
399+24.39PI
S33°54'43"W
S43°04'52"W
'426.98L = '213.94T = '2,668.01R =
(RT)09°10'10"Δ =
411+33.71PI
'622.83L = '336.35T = '665.28R =
(LT)53°38'23"Δ =
418+64.89PI
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
390+00 to 418+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.15
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 3
Sta 436+60 to 437+60 RT
Asphalt Concrete Pavement Patch, Type 3
Sta 438+00 to 438+30, 438+50 to 438+70 RT
6" Solid white edge line
6" Solid white edge line
4" Solid double yellow centerline
4" Solid double yellow centerline
4" Solid yellow centerline RT
4" Broken yellow centerline LT
4" Solid yellow centerline RT
4" Broken yellow centerline LT not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate
Delineator, Type Snow Pole
Object Marker, Type 2 according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
0 4
S10°33'30"E
S19°5 5'08"E
'622.83L =
'336.35T =
'665.28R =
(LT)53°38'23"Δ =
418+64.89PI
'370.43L = '185.63T = '2,267.39R =
(LT)09°21'38"Δ =
424+91.68PI
S25°16'15"W
'880.68L = '464.68T = '1,116.60R =
(RT)45°11'24"Δ =
435+30.94PI
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
418+00 to 447+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.16
Edge of road
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 1
Sta 447+00 to 447+60 RT
Type 1
Asphalt Concrete Pavement Patch, Sta 455+20 to 456+60 RT
Asphalt Concrete Pavement Patch, Type 3
Sta 466+40 to 466+80 CL
Asphalt Concrete Pavement Patch, Type 3
Sta 469+00 to 470+50 LT
Asphalt Concrete Pavement Patch, Type 3
Sta 473+00 to 474+00 CL
6" Solid white edge line
6" Solid white edge line
4" Solid double yellow centerline
4" Solid double yellow centerline not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate
Delineator, Type Snow Pole
Object Marker, Type 2 according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S3 0°
'07
"E
S09°27'1 9"E
'166.40L =
'84.16T =
'451.21R =
(RT)21°07'47"Δ =
454+99.71PI
'523.94L = '283.65T = '551.31R =
(RT)54°27'04"Δ =
458+80.80PI
'713.52L = '387.99T = '731.91R =
(LT)55°51'22"Δ =
449+15.38PI
1+
S44°59'45"W S10
°17 '10 "W
'392.22L = '202.33T = '647.44R =
(LT)34°42'35"Δ =
468+90.62PI
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
447+00 to 475+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.17
Edge of road
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
6" Solid white edge line
6" Solid white edge line
4" Solid double yellow centerline
4" Solid double yellow centerline 4" Broken yellow centerline RT
4" Solid yellow centerline LT
Delineator, Type Snow Pole
Object Marker, Type 2 not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S44°47'04"W
S14 °22 '33"
W
'610.73L =
'314.94T =
'1,014.32R =
(RT)34°29'53"Δ =
476+75.63PI
'403.25L = '206.50T = '759.81R =
(LT)30°24'31"Δ =
483+36.84PI
C 4
S24°09'24"W
S2 5°
'19 "E
'384.09L = '192.51T = '2,250.00R =
(RT)09°46'51"Δ =
492+36.53PI
'587.03L = '313.53T = '675.00R =
(LT)49°49'43"Δ =
497+70.04PI
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
475+00 to 503+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.18
Edge of road
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 3
Sta 517+60 to 517+80 LT
Asphalt Concrete Pavement Patch, Type 3
Sta 528+50 to 532+00 CL
6" Solid white edge line
6" Solid white edge line
4" Broken yellow centerline RT
4" Solid yellow centerline LT
4" Solid yellow centerline RT
4" Broken yellow centerline LT
4" Solid double yellow centerline
4" Solid double yellow centerline not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate
Delineator, Type Snow Pole
Object Marker, Type 2 according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S17°09'10"E S31°
57'0 6"E
S19°52'38"E
'594.77L =
'297.93T =
'4,000.00R =
(RT)08°31'10"Δ =
504+41.16PI
'284.35L = '142.70T = '1,349.27R =
(RT)12°04'29"Δ =
514+85.23PI
'233.84L = '117.57T = '911.58R =
(RT)14°41'53"Δ =
517+75.45PI
'309.95L = '155.84T = '1,200.00R =
(LT)14°47'57"Δ =
511+74.99PI
0+00
S05°10'4 5"E
S12°21'59"W
'233.84L = '117.57T = '911.58R =
(RT)14°41'53"Δ =
517+75.45PI
'704.33L = '354.94T = '2,300.00R =
(RT)17°32'44"Δ =
526+04.11PI
0+00
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
503+00 to 532+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.19
GRCA PMIS NO.: 192082
Repair Locations Imperial Point To Cape Royal and
Repair Locations Imperial Point To Cape Royal and
Edge of road
Type MGS-Tangent
Install terminal section, Begin installation of guardrail
541+80 Rt.
End removal of guardrail
548+00 Rt.
Type MGS Tangent
Install terminal section, End installation of guardrail
548+60 Rt.
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 1
Sta 552+40 to 552+80 LT
Begin removal of guardrail
543+00 Rt.
6" Solid white edge line
6" Solid white edge line
4" Solid double yellow centerline
4" Solid double yellow centerline location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are
Object Marker, Type 2
Delineator, Type Snow Pole according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S00°3 0'00"E
S21°45'29"W
'135.97L =
'68.85T =
'350.00R =
(RT)22°15'29"Δ =
538+62.61PI
'336.84L = '169.13T = '1,500.00R =
(LT)12°51'59"Δ =
533+57.70PI
'619.35L = '395.33T = '392.49R =
(LT)90°24'44"Δ =
546+80.60PI
S68 °39 '16"
E S18°49'51"E
S 01°38'56"E
N °3
1' "E
'110.83L = '59.19T = '127.45R =
(RT)49°49'25"Δ =
550+85.13PI
'57.49L = '28.96T = '191.72R =
(RT)17°10'54"Δ =
551+88.86PI
'280.29L = '189.07T = '163.21R =
(RT)98°23'52"Δ =
560+19.64PI
'619.35L = '395.33T = '392.49R =
(LT)90°24'44"Δ =
546+80.60PI
'450.69L = '298.37T = '269.47R =
(LT)95°49'35"Δ =
555+96.92PI
2+
PC 55
7+
C 55 2+
PT 55
8+
1+
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
532+00 to 560+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.20
North Kaibab Trailhead Parking Area
Edge of road
Edge of road
Type MGS Tangent
Install terminal section, Begin installation of guardrail
569+00 Rt.
Begin removal of guardrail
571+00 Rt.
200'100'0
Scale in Feet
200'100'0
Scale in Feet
Asphalt Concrete Pavement Patch, Type 3
Sta 561+50 to 562+50 LT
Asphalt Concrete Pavement Patch, Type 1
Sta 564+20 to 565+60 LT/RT
6" Solid white edge line
6" Solid white edge line
Install W16-7P RT
Install W11-2 RT
Install W16-7P LT
Install W11-2 LT crosswalk
Longitudinal bar
4" Solid double yellow centerline
4" Solid double yellow centerline
Remove existing sign
Object Marker, Type 2
Delineator, Type Snow Pole not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
Install W11-2, LT
Install W11-2, RT
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S00° 55'2
1"W
'504.10L =
'322.62T =
'318.00R =
(RT)90°49'35"Δ =
566+72.31PI
558+30.57
PC
568+ 53.79
PT
N88°15'05"W
'248.29L = '136.64T = '239.21R =
(RT)59°28'16"Δ =
573+19.88PI
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
560+00 to 575+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.21
GRCA PMIS NO.: 192082
Staging Area CC Hill
Edge of road
Type MGS-BAT
Install terminal section, End installation of guardrail
End removal of guardrail
587+00 RT
End removal of guardrail
582+60 Rt.
Edge of road
200'100'0
Scale in Feet
200'100'0
Scale in Feet
6" Solid white edge line
6" Solid white edge line
4" Solid double yellow centerline
4" Solid double yellow centerline
Object Marker, Type 2
Delineator, Type Snow Pole not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
N28°46'48"W N64°
59'5 2"W
N49°09'41"W
'70.42L =
'35.44T =
'254.79R =
(RT)15°50'11"Δ =
578+05.87PI
'146.27L = '75.67T = '231.40R =
(LT)36°13'04"Δ =
575+76.33PI
'152.77L = '80.33T = '200.00R =
(LT)43°45'51"Δ =
581+35.55PI
C 5
590+
S87°04'27" W
N67°13'25"W
'152.77L = '80.33T = '200.00R =
(LT)43°45'51"Δ =
581+35.55PI
'345.41L = '206.51T = '250.49R =
(LT)79°00'29"Δ =
587+79.64PI
C 5
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
575+00 to 588+00
NORTH ENTRANCE ROAD
STATE PROJECT
NUMBER
SHEET
AZ NP GRCA 14(2) D.22
Edge of road
Edge of road
200'100'0
Scale in Feet
100'50'0
Scale in Feet
MP 12
6" Solid white edge line
6" Solid white edge line
4" Solid double yellow centerline
4" Solid double yellow centerline not based on precise survey data. Adjust as necessary to fit field conditions.
1. The horizontal alignment and the location of the existing and proposed features are location of the feature. Final quantities will be determined from field measurements.
2. Some features in the drawing are not drawn to scale and identify the approximate
Object Marker, Type 2
Delineator, Type Snow Pole according to Special 633-A.
Install Object Markers and Delineator, Type Snow Poles as shown in the plans and5.
more information.
Match the existing striping unless otherwise noted. See the Tabulation of Quantities for4.
identified by the CO. See Special 418-A for more information.
Construct asphalt concrete pavement patch type as shown in the quantity table or as3.
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
S87° 49'41
"E
'89.72L =
'45.63T =
'200.00R =
(RT)25°42'08"Δ =
583+82.59PI
'360.60L = '192.39T = '417.93R =
(RT)49°26'11"Δ =
599+69.25PI
1+
'345.41L = '206.51T = '250.49R =
(LT)79°00'29"Δ =
587+79.64PI
'531.07L = '447.72T = '250.24R =
(LT)121°35'47"Δ =
593+66.24PI
C
C
594+49.60 PT
NOTE:
:0 u n e
N
O R
T H
E N
T R
A N
C E
R O
A D p w w o rk c fl \d m s \P
L N
(G R
C A
)F T
N P
.d g n
588+00 to 600+00
NORTH ENTRANCE…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .