All-Combined_SAGU12(1).pdf

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

M S

A G

U .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

Shouldering (Shoulder Excavation)

Traffic Detector System

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

M S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created klw

Inserted Station/Offsets 4/22/15 klw

SURVEY CONTROL SHEET

A4

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts A G e n s h t\

S C

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts A G e n s h t\

S T

E S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

0+

0+

2000'1000'0

Scale in Feet

Low Water Crossing - Site 1

Low Water Crossing - Site 2

SITE MAP

Tuscon, AZ

21.1 miles to

Tuscon, AZ

17.6 miles to

W

M ile W id e

R oa d

N. Kinn ey Road

N . S a n d a rio R o a d

H o h o k a m R o a d

G o ld e n G a te R o a d

W Fo rt L ow el l R oa d

SAGUARO NATIONAL PARK WEST

SAGUARO NATIONAL PARK WEST

A5

Hohokam Road

(Site 2)

Drainage Repairs

(Site 1)

Drainage Repairs

Kinney Road

AZ FTNP SAGU 12(1)

Begin Schedule A

Station 100+12

Begin Project

Option Y and Parking

Maintenance Site Access Rd. 2

Station 10+11.00 - 21+20.58

Option X and Parking

Maintenance Site Access Rd. 1

Station 10+11.00 - 16+74.11 and Parking

Red Hills Visitor Center Access Rd

Station 10+24.50 - 19+21.73

Kinney Road

AZ FTNP SAGU 12(1)

End Schedule A

Station 244+84

End Project

(potential salvage/stockpile)

Maintenance Site Boneyard

Options V and W

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts A G e n s h t\

S T

E S

A G

U P h a s in g .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

0+

0+

2000'1000'0

Scale in Feet

Low Water Crossing - Site 1

Low Water Crossing - Site 2

Tuscon, AZ

21.1 miles to

Tuscon, AZ

17.6 miles to

W

M ile W id e

R oa d

N. Kinn ey Road

N . S a n d a rio R o a d

H o h o k a m R o a d

G o ld e n G a te R o a d

W Fo rt L ow el l R oa d

SAGUARO NATIONAL PARK WEST

SAGUARO NATIONAL PARK WEST

A6

Hohokam Road

(Site 2)

Drainage Repairs

(Site 1)

Drainage Repairs

(potential salvage/stockpile)

Maintenance Site Boneyard

PHASING PLAN

Phase 1 Closure Phase 2 Closure

Visitor Center

NOTE:

2.

4. Coordinate with CO and NPS personnel to determine closure dates.

3. Refer to sheet 635-A for expected detour plan.

Visitor Center, Maintainence area, and the Ranger residences.

2. Visitor and staff access must be maintained at all times to the

STA 201+00 and STA 244+84.

b. Phase 2 closure is expected to occur between approximately

STA 100+12 and STA 194+50.

a. Phase 1 closure is expected to occur between approximately

1. N. Kinney Road may be closed in phases, but never completely.

NO SCALE

NOTE:

Average Existing Width

Station 100+12 to 244+84

EXISTING TYPICAL SECTION

Variable

Existing Slope

Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

Shoulder

Pulverized Width

Traveled way structural section details

See mainline typical section for

DETAIL A

1' for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30202-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

Shldr

1'

Shldr

1'

Construction Limits

Prime coat

Tack coat (between lifts)

10'10'

(safety edge) pavement edge

30° - 35°

Construct

22' A7

Existing aggregate base depth varies

Existing asphalt pavement depth varies both sides)

(applicable to

See Detail A

"Pulverize" existing pavement and base course

6" Full Depth Reclamation (FDR), Method 2pavement (placed in two lifts)

3" Hot asphalt concrete

Travel Lane

Limits of Pulverizing

1:3ground

Existing

Limits of Pulverizing

(TYPICAL LT AND RT)

ROADWAY CUTS

SHOULDER EXCAVATION DETAIL

(TYPICAL LT AND RT)

ROADWAY FILL

SHOULDER EXCAVATION DETAIL

M a x

:2

Lane

Travel

Ditch

1:3

(safety edge) pavement edge pavement edge (safety edge)

Shoulder

1 ft Shoulder

1 ft p a v e m e n t

E d g e o f e x is ti n g for structural section details

See mainline typical section p a v e m e n t

E d g e o f e x is ti n g for structural section details

See mainline typical section

Limits of Selective Clearing Width varies, Shoulder Excavation &

Existing ground

171+40 to 205+50, 208+15 to 227+45, 230+79 to 244+84

Station 100+12 to 137+90, 140+45 to 167+75, TYPICAL SECTION - REHABILITATION

Schedule A

REHABILITATION

KINNEY ROAD

TYPICAL SECTIONS

(See Typical Section) Varies

(See Typical Section) Varies

Limits of Full Depth Reclamation (Pulverizing)

See Miscellaneous Summaries for Locations See Miscellaneous Summaries for Locations

For pavement transition detail see K sheet.

for drainage and appearance.

Shoulder up with roadway aggregate. Shape and compact according to Subsection 204.11 as necessary stay on the existing bench, but not steeper than 1:2.

Construct a 1:3 foreslope unless otherwise directed by the CO. Steepen the foreslopes as necessary to section.

Structural section for pullouts and parking areas adjacent to Kinney Road will match the mainline typical lift.

Place asphalt concrete pavement in two lifts. Apply tack coat to the first lift prior to placing the second

Pulverize the existing paved width or as directed by the CO. Pulverize to a depth of 6".

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

8.

7.

6.

5.

4.

3.

2.

1.

Selective Clearing Width varies, Limits of

7.

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

Traveled Way Traveled Way

Variable Existing Slope

Variable Existing Slope

2% 2% Flow

A8

Profile Grade

Reinforced (pay item 50101-0800)

8" depth, Minor Concrete Pavement, 2% Varies

Varies 2%

"Pulverize" existing pavement and base course

6" Full Depth Reclamation (FDR), Method 2

NOTE:

Concrete barrier

10' 10'

Construction Limits

Existing ground

3' (min.) 3' (min.)

Variable

Existing Slope

Variable Existing Slope

Traveled WayTraveled Way

Construction Limits

Prime coat

Tack coat (between lifts)

10'10' pavement (placed in two lifts)

3" Hot asphalt concrete

205+50 to 208+15, 227+45 to 230+79

167+75 to 168+10 & 171+20 to 171+40, Station 137+90 to 138+45 & 140+00 to 140+45, TYPICAL SECTION - RECONSTRUCTION

Station 138+45 to 140+00, 168+10 to 171+20

TYPICAL SECTION - LOW WATER CROSSING

"Pulverize" existing pavement and base course

6" Full Depth Reclamation (FDR), Method 2

2%2%

1:31:3

VariesVa rie s 2

(top of pavement)

Profile grade

Clearing Limits

Limit Slope Stake

Limit Slope Stake

Clearing Limit

Schedule A

RECONSTRUCTION

KINNEY ROAD

TYPICAL SECTIONS

Shldr 1'

Shldr 1' structural section Section for pavement

See Mainline Typical

15-INCH DEPTH

CONCRETE CURB,

8.5"

15"

5"

0.75"

4"

6"

" R2

(included in mainline quantities) Roadway aggregate below curb9"

Shldr 1'

2'-3"

2'-3" Shldr 1'

3.

2.

1.

1'

1'

1'

1'

Clearing Limits

(Match existing channel elevation) Slope Stake

(Match existing channel elevation) Slope Stake

Flow

(See plans for sta./offsets)

Shld. Varies with native material. See Grading Summary.

paid for under item 20401-0000. Backfill Excavation for concrete barrier installation the pulverized material is subsidiary to Roadway Excavation (pay item 20401-0000).

to be reused as Roadway Aggregate, Method 2 (recycled pulverized asphalt). Moving

After pulverization of the existing pavement structure, move the pulverized material

See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

(recycled pulverized asphalt)

6" Roadway Aggregate, Method 2

Average Existing Width

Variable

Existing Slope Variable

Existing Slope

Match existing Match existing

See mainline typical section for

DETAIL A

for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30202-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

Construction Limits

Prime coat

Tack coat (between lifts)

(safety edge) pavement edge

30° - 35°

Construct

11'

Traveled Way

11'

Traveled Way

Station 10+11 to 11+51

TYPICAL SECTION

Station 10+11 to 11+51

EXISTING TYPICAL SECTION

to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:3 foreslope unless otherwise directed by the CO.

Apply tack coat to the first lift prior to placing the second lift.

Place asphalt concrete pavement in two lifts.

Pulverize to a depth of 6".

Pulverize the existing paved width or as directed by the CO.

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

5.

4.

3.

2.

1.

22' A9

Existing aggregate base depth varies

Existing asphalt pavement depth varies both sides applicable to

See Detail A pavement (placed in two lifts)

3" Hot asphalt concrete

"Pulverize" existing pavement and base course

6" Full Depth Reclamation (FDR), Method 2

Schedule A

HOHOKAM ROAD

TYPICAL SECTIONS

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

Average Existing Width

Variable

Existing Slope

Traveled WayTraveled Way

Construction Limits

10'10' 1' Shldr.1' Shldr.

VariableExisting Slope

Do not disturb existing curb existing curb Do not disturb

22'

Existing aggregate base depth varies

Existing asphalt pavement depth varies

4.

3.

2.

1.

Prime coat

Match existing Match existing

Tack coat (between lifts)

"Pulverize" existing pavement and base course

6" Full Depth Reclamation (FDR), Method 2pavement (placed in two lifts)

3" Hot asphalt concrete

Match existing elevation at curb face.

(both LT and RT)

Option V and W

ACCESS ROAD

VISITOR CENTER

TYPICAL SECTIONS

Station 10+24.50 to 11+84

EXISTING TYPICAL SECTION

and parking lot

Station 10+24.50 to 11+84

OPTION V TYPICAL SECTION

TREATMENT

TYPICAL CRACK

OPTION W

Existing pavement

Depth varies

Variable

Existing Slope

Traveled WayTraveled Way

Construction Limits

10'10' 1' Shldr.1' Shldr.

VariableExisting Slope

Do not disturb existing curb existing curb Do not disturb

Match existing Match existing

Match existing elevation at curb face.

(both LT and RT) and parking lot

Station 10+24.50 to 11+84

OPTION W TYPICAL SECTION

See Detail A

DETAIL A

OPTION W

Existing asphalt surface

4.

4.

the mainline typical section of the Visitor Center Access Road.

Structural section for Visitor Center parking lot will match to a depth of 6".

Pulverize the existing paved width or as directed by the CO. Pulverize

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

Micro surfacing, type 2 of the FP-14

Refer to Section 414 prior to micro surfacing

Clean and seal cracks

A10

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

Average Existing Width

Variable

Existing Slope Variable

Existing Slope

Traveled WayTraveled Way

Match existing Match existing

Construction Limits

10' 10' See Table

6"

9"

WIDTH TABLE

SHOULDERSee Table

A11 both sides

(safety edge) pavement edge

Construct 30° - 35°

6.

5.

4.

3.

2.

1.

pavement (placed in two lifts)

3" Hot asphalt concrete

Prime coat

"Pulverize" existing pavement and base course

6" Full Depth Reclamation (FDR), Method 2

Tack coat (between lifts)

Options X & Y

ACCESS ROADS

MAINTENANCE SITE

TYPICAL SECTIONS

Access Road 2 (Option Y) - 21' Access Road 1 (Option X) - 21.5'

Access Road 2 (Option Y) Station 10+11 to 16+55

Access Road 1 (Option X) Station 10+11 to 13+70

EXISTING TYPICAL SECTION

Access Road 2 (Option Y)

Access Road 1 (Option X)

Access Road 2 (Option Y) Station 10+11 to 16+55

Access Road 1 (Option X) Station 10+11 to 13+70

TYPICAL SECTION

See mainline typical section for

DETAIL A

for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30202-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

(safety edge) pavement edge

30° - 35°

Construct both sides applicable to

See Detail A to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:3 foreslope unless otherwise directed by the CO.

micro surfacing typical and crack cleaning and sealing detail.

and loop beyond Station 16+55 along Access Road 2 (Option Y). See A9 for the parking lot adjacent to Access Road 1 (Option X) and the parking lot

Crack cleaning and sealing and micro surfacing, type 2 will be applied to

(Option X) will match the typical section of the access road itself.

Structural section for the loop and parking lot at the end of Access Road 1

Mill the existing paved width or as directed by the CO.

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

Existing aggregate base depth varies

Existing asphalt pavement depth varies

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

Sheet and Description

B9 B10 B11-B12 B13-B20

DRAINAGE

SUMMARY

GRADING

SUMMARY

SURFACING

SUMMARY

MISCELLANEOUS

SUMMARY ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE MILE 0.230 0.070 0.300

A0060 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 2.560 0.140 2.700

A0080 15215-1000 SURVEY AND STAKING, APPROACH

ROAD EACH 1 1

A0100 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 4 4

A0120 15215-7000 SURVEY AND STAKING, PARKING

AREA EACH 6 6

A0140 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES MILE 0.470 0.030 0.500

A0160 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0180 15401-0000 CONTRACTOR TESTING LPSM ALL

A0200 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0220 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 835 45 880

A0240 15706-1100 SOIL EROSION CONTROL, INLET

PROTECTION TYPE A EACH 5 5

A0260 15706-1900 SOIL EROSION CONTROL, LOG DAM EACH 85 15 100

A0280 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0300 20206-0000 SELECTIVE CLEARING AND

GRUBBING SQYD 2,460 140 2,600

A0320 20301-1200 REMOVAL OF HEADWALL Headwall removal at

Mile Wide Road

EACH 1 1 parking area

A0340 20301-1900 REMOVAL OF PIPE CULVERT Includes inlet and/or outlet structures and salvaging stone

EACH 10 10 material

A0360 20301-2300 REMOVAL OF SIGN/MARKER EACH 45 5 50

A0380 20301-2400 REMOVAL OF SIGN EACH 23 2 25

A0400 20301-3400 REMOVAL OF WHEELSTOP EACH 18 18

A0420 20401-0000 ROADWAY EXCAVATION CUYD 1,050 150 1,200

A0440 20430-1000 SHOULDER, EXCAVATION LNFT 460 90 550

A0460 20441-0000 WASTE CUYD 157 18 175

A0480 20443-0000 BERMS LNFT 30 10 40

A0500 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 1,115 185 1,300

-A pr -2

1:

P M

N

AZ

\s ag u1

2( 1)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \U ns he lv in g\ [A

Z F

TN

P

S A G

U

2( 1)

S ch ed ul e

A E st im at e

U ns he lv in g.

xl sx ]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B1FTNP SAGU 12(1)AZ

SHEET

NUMBER

191097

DRAINAGE

SUMMARY

GRADING

SUMMARY

SURFACING

SUMMARY

MISCELLANEOUS

SUMMARY ALLOWANCE Bid

Schedule

A0520 25101-2200 PLACED RIPRAP, METHOD B,

CLASS 2 CUYD 83 847 120 1,050

A0540 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 355 45 400

A0560 25110-2300 GROUTED RIPRAP, METHOD B,

CLASS 3 CUYD 16 4 20

A0580 25125-0000 BOULDER EACH 6 4 10

A0600 30201-2000 ROADWAY AGGREGATE, METHOD 2

(recycled pulverized asphalt) CUYD 497 53 550

A0620 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 109 11 120

A0640 30402-5300 FULL DEPTH RECLAMATION,

METHOD 2, 6-INCH DEPTH SQYD 36,360 1,640 38,000

A0660 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 58 2 60

A0680 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 5,783 317 6,100

A0700 41101-1000 PRIME COAT, METHOD 1 TON 41 4 45

A0720 41105-0000 BLOTTER TON 52 3 55

A0740 41201-0000 TACK COAT TON 15 1 16

A0760 41801-1000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 1 SQYD 13 2 15

A0780 41801-2000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 2 SQYD 172 8 180

A0800 50101-0600 MINOR CONCRETE PAVEMENT,

REINFORCED, 6-INCH DEPTH SQYD 116 9 125

A0820 50101-0800 MINOR CONCRETE PAVEMENT,

REINFORCED, 8-INCH DEPTH SQYD 1,063 87 1,150

A0840 55401-1000 REINFORCING STEEL LB 7,904 496 8,400

A0860 60101-0000 CONCRETE CUYD 99 11 110

A0880 60103-1920 CONCRETE, HEADWALL FOR Headwall at Mile Wide

24-INCH EQUIVALENT DIAMETER Road parking area

PIPE CULVERT EACH 1 1

A0900 60201-0800 24-INCH PIPE CULVERT LNFT 40 5 45

A0920 60201-1400 60-INCH PIPE CULVERT LNFT 84 6 90 Drainage Site #1

A0940 60202-0400 24-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 20 5 25

A0960 60202-1200 72-INCH EQUIVALENT DIAMETER Drainage Site #2

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 78 7 85

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A pr -2

1:

P M

N

AZ

\s ag u1

2( 1)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \U ns he lv in g\ [A

Z F

TN

P

S A G

U

2( 1)

S ch ed ul e

A E st im at e

U ns he lv in g.

xl sx ]S he et

2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B2FTNP SAGU 12(1)AZ

SHEET

DRAINAGE

SUMMARY

GRADING

SUMMARY

SURFACING

SUMMARY

MISCELLANEOUS

SUMMARY ALLOWANCE Bid

Schedule

A0980 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 2 2

A1000 60211-0800 END SECTION FOR 24-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 3 3

A1020 60704-0000 CLEANING CULVERT IN PLACE EACH 7 3 10

A1040 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 174 21 195

A1060 60901-1300 CURB, CONCRETE, 15-INCH DEPTH LNFT 182 18 200

A1080 60915-1000 WHEELSTOP, CONCRETE EACH 15 15

A1100 61505-1000 ACCESSIBILITY RAMP, CONCRETE EACH 1 1

A1120 61801-0000 CONCRETE BARRIER LNFT 930 70 1,000

A1140 62201-0100 DUMP TRUCK, 6 CUBIC YARD

MINIMUM CAPACITY HOUR 20

A1160 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 20

A1180 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

A1200 62201-3000 HYDRAULIC EXCAVATOR Equipment hours for rock removal encountered during

HOUR 30 headwall excavation

A1220 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 40

A1240 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 221 39 260

A1260 63301-0000 SIGN SYSTEM EACH 23 2 25

A1280 63308-2000 OBJECT MARKER, TYPE 2 EACH 53 2 55

A1300 63308-3000 OBJECT MARKER, TYPE 3 EACH 6 4 10

A1320 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 57,663 2,937 60,600

A1340 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN LNFT 82 18 100

A1360 63502-0600 TEMPORARY TRAFFIC CONTROL, 8-ft length used for

BARRICADE TYPE 3 EACH 4 4 estimation

A1380 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 100 20 120

A1400 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 100 20 120

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A pr -2

1:

P M

N

AZ

\s ag u1

2( 1)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \U ns he lv in g\ [A

Z F

TN

P

S A G

U

2( 1)

S ch ed ul e

A E st im at e

U ns he lv in g.

xl sx ]S he et

3)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B3FTNP SAGU 12(1)AZ

SHEET

DRAINAGE

SUMMARY

GRADING

SUMMARY

SURFACING

SUMMARY

MISCELLANEOUS

SUMMARY ALLOWANCE Bid

Schedule

A1420 63502-2000 TEMPORARY TRAFFIC CONTROL, Locate per CO

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2

A1440 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 251 24 275

A1460 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 11.0 1.0 12.0

A1480 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 2,240 60 2,300

A1500 63507-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR DAY 50 50

A1520 63602-6000 SYSTEM INSTALLATION, TRAFFIC

DETECTOR SYSTEM EACH 1 1

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A pr -2

1:

P M

N

AZ

\s ag u1

2( 1)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \U ns he lv in g\ [A

Z F

TN

P

S A G

U

2( 1)

S ch ed ul e

A E st im at e

U ns he lv in g.

xl sx ]S he et

4)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B4FTNP SAGU 12(1)AZ

SHEET

DRAINAGE

SUMMARY

GRADING

SUMMARY

SURFACING

SUMMARY

MISCELLANEOUS

SUMMARIES ALLOWANCE Bid

Schedule

V0020 15101-0000 MOBILIZATION LPSM ALL

V0040 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 0.170 0.030 0.200

V0060 15215-7000 SURVEY AND STAKING, PARKING

AREA EACH 1 1

V0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

V0100 15401-0000 CONTRACTOR TESTING LPSM ALL

V0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

V0140 15701-0000 SOIL EROSION CONTROL LPSM ALL

V0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

V0180 20301-2400 REMOVAL OF SIGN EACH 2 2

V0200 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 18 2 20

V0220 30402-5300 FULL DEPTH RECLAMATION,

METHOD 2, 6-INCH DEPTH SQYD 5,182 118 5,300

V0240 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 9 1 10

V0260 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 847 53 900

V0280 41101-1000 PRIME COAT, METHOD 1 TON 6 1 7

V0300 41105-0000 BLOTTER TON 8 8

V0320 41201-0000 TACK COAT TON 2 1 3

V0340 50101-2600 MINOR CONCRETE PAVEMENT,

PLAIN, 6-INCH DEPTH SQYD 86 14 100

V0360 60405-0000 MANHOLE ADJUSTMENT EACH 2 2

V0380 63301-0000 SIGN SYSTEM EACH 2 2

V0400 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 2,445 155 2,600

V0420 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 9 9

V0440 63406-0000 RAISED PAVEMENT MARKER EACH 2 2

V0460 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 15 5 20

V0480 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 15 5 20

V0500 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 12 4 16

SUMMARY OF QUANTITIES - Option V

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

8- A pr

-2

:2

A M

N

AZ

\s ag u1

2( 1)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \U ns he lv in g\ [A

Z F

TN

P

S A G

U

2( 1)

O pt io n V E st im at e

U ns he lv in g.

xl sx ]S he et

STATE PROJECT

B5FTNP SAGU 12(1)AZ

SHEET

DRAINAGE

SUMMARY

GRADING

SUMMARY

SURFACING

SUMMARY

MISCELLANEOUS

SUMMARIES ALLOWANCE Bid

Schedule

W0020 15101-0000 MOBILIZATION LPSM ALL

W0040 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 0.170 0.030 0.200

W0060 15215-7000 SURVEY AND STAKING, PARKING

AREA EACH 1 1

W0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

W0100 15401-0000 CONTRACTOR TESTING LPSM ALL

W0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

W0140 15701-0000 SOIL EROSION CONTROL LPSM ALL

W0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

W0180 20301-2400 REMOVAL OF SIGN EACH 2 2

W0200 40901-2000 MICRO SURFACING, TYPE 2 SQYD 4,982 268 5,250

W0220 41401-2000 CRACKS, CLEANING AND SEALING LNFT 2,500 150 2,650

W0240 63301-0000 SIGN SYSTEM EACH 2 2

W0260 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 2,445 155 2,600

W0280 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 9 9

W0300 63406-0000 RAISED PAVEMENT MARKER EACH 2 2

W0320 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 15 5 20

W0340 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 15 5 20

SUMMARY OF QUANTITIES - Option W

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

8- A pr

-2

:2

A M

N

AZ

\s ag u1

2( 1)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \U ns he lv in g\ [A

Z F

TN

P

S A G

U

2( 1)

O pt io n W

E st im at e

U ns he lv in g.

xl sx

]S he et

STATE PROJECT

B6FTNP SAGU 12(1)AZ

SHEET

DRAINAGE

SUMMARY

GRADING

SUMMARY

SURFACING

SUMMARY

MISCELLANEOUS

SUMMARIES ALLOWANCE Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 0.130 0.070 0.200

X0060 15215-7000 SURVEY AND STAKING, PARKING

AREA EACH 2 2

X0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0100 15401-0000 CONTRACTOR TESTING LPSM ALL

X0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0140 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0180 20301-2400 REMOVAL OF SIGN EACH 1 1

X0200 20301-3400 REMOVAL OF WHEELSTOP EACH 12 12

X0220 30402-5300 FULL DEPTH RECLAMATION,

METHOD 2, 6-INCH DEPTH SQYD 1,857 43 1,900

X0240 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 3 1 4

X0260 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 303 47 350

X0280 40901-2000 MICRO SURFACING, TYPE 2 SQYD 513 37 550

X0300 41101-1000 PRIME COAT, METHOD 1 TON 2 1 3

X0320 41105-0000 BLOTTER TON 3 3

X0340 41201-0000 TACK COAT TON 1 1

X0360 41401-2000 CRACKS, CLEANING AND SEALING LNFT 400 20 420

X0380 60405-0000 MANHOLE ADJUSTMENT EACH 2 2

X0400 60915-1000 WHEELSTOP, CONCRETE EACH 12 12

X0420 63301-0000 SIGN SYSTEM EACH 1 1

X0440 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 1,034 66 1,100

X0460 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 1 1

X0480 63406-0000 RAISED PAVEMENT MARKER EACH 2 2

X0500 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 20 5 25

X0520 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 1.0 1.0

X0540 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 64 6 70

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

8- A pr

-2

:3

A M

N

AZ

\s ag u1

2( 1)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \U ns he lv in g\ [A

Z F

TN

P

S A G

U

2( 1)

O pt io n X E st im at e

U ns he lv in g.

xl sx ]S he et

STATE PROJECT

B7FTNP SAGU 12(1)AZ

SHEET

DRAINAGE

SUMMARY

GRADING

SUMMARY

SURFACING

SUMMARY

MISCELLANEOUS

SUMMARIES ALLOWANCE Bid

Schedule

Y0020 15101-0000 MOBILIZATION LPSM ALL

Y0040 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 0.210 0.090 0.300

Y0060 15215-7000 SURVEY AND STAKING, PARKING

AREA EACH 2 2

Y0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0100 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0140 15701-0000 SOIL EROSION CONTROL LPSM ALL

Y0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Y0180 20301-3400 REMOVAL OF WHEELSTOP EACH 12 12

Y0200 30402-5300 FULL DEPTH RECLAMATION,

METHOD 2, 6-INCH DEPTH SQYD 1,504 96 1,600

Y0220 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 3 1 4

Y0240 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 246 54 300

Y0260 40901-2000 MICRO SURFACING, TYPE 2 SQYD 3,247 203 3,450

Y0280 41101-1000 PRIME COAT, METHOD 1 TON 2 1 3

Y0300 41105-0000 BLOTTER TON 2 2

Y0320 41201-0000 TACK COAT TON 1 1

Y0340 41401-2000 CRACKS, CLEANING AND SEALING LNFT 1,500 80 1,580

Y0360 60405-0000 MANHOLE ADJUSTMENT EACH 2 2

Y0380 60915-1000 WHEELSTOP, CONCRETE EACH 12 12

Y0400 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 424 76 500

Y0420 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 1 1

Y0440 63406-0000 RAISED PAVEMENT MARKER EACH 3 3

Y0460 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 30 5 35

Y0480 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 1.0 1.0

Y0500 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 64 6 70

8- A pr

-2

:3

A M

N

AZ

\s ag u1

2( 1)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \U ns he lv in g\ [A

Z F

TN

P

S A G

U

2( 1)

O pt io n Y

Es tim at e

U ns he lv in g.

xl sx ]S he et

SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B8FTNP SAGU 12(1)AZ

SHEET

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

SUMMARY

DRAINAGE

B9

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

GRADING SUMMARY

B10

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

SURFACING SUMMARY

B11

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

SURFACING SUMMARY

B12

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

SUMMARIES

MISCELLANEOUS

B13

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

SUMMARIES

B14

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

SUMMARIES

B15

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

SUMMARIES

B16

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

SUMMARIES

B17

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

SUMMARIES

B18

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

B19

SUMMARIES

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts B S u m m T

A B

S S

A G

U .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

B20

SUMMARIES

0+

10+00

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts C

M L P

P P P S

A G

U

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

the 4-ft "No Disturbance" area.

Consult with the CO prior to any construction activity that may impact Do not disturb soil within a 4-ft radius of any live Saguaro cactus. NOTE:

the 4-ft "No Disturbance" area.

Consult with the CO prior to any construction activity that may impact Do not disturb soil within a 4-ft radius of any live Saguaro cactus. NOTE:

0+

10+00

C1

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Schedule A

100+00 TO 131+00

KINNEY ROAD

Begin Rehabilitation

Station 100+12.00

Begin Project

Kinney Road

AZ FTNP SAGU 12(1)

and 2 end sections

Install 24" x 40' pipe culvert

Remove existing culvert

Sta. 100+26

See Special 251-51A

Install type 2 riprap ditch

Sta. 106+10 to 106+35, Rt.

Install type 1 riprap ditch

Sta. 105+75 to 106+10, Rt.

See Special 251-51A

Install type 1 riprap ditch

Sta. 120+20 to 120+50, Rt.

Install type 2 riprap ditch

Sta. 120+00 to 120+20, Rt.

See Special 251-51A

Install type 2 riprap ditch

Sta. 125+45 to 125+75, Rt.

Install type 1 riprap ditch

Sta. 125+25 to 125+45, Rt.

See Special 251-51A

Install type 1 riprap ditch

Sta. 11+19 to 11+51, Lt.

R = 30'R = 30'

STOP

Replace

Remove and

R1-1

Do not disturb

N. Kinney Road Sta. 110+27.56

Hohokam Road Sta. 10+00.00 =

Match Existing

End Work

Sta. 11+51

Install riprap apron

Sta. 116+37, Rt.

New

W1-8R

New

W1-8L

New

W3-1 signsRemove 4

New

W1-1aL

SPEED

LIMIT

Replace

Remove and

R2-1

Do not disturb

Do not disturb

Do not disturb

Remove and replace

OM2-2V

Remove and replace

OM2-2V

Remove and replace

OM2-2V

Remove and replace

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

(Shoulder Excavation)

Shouldering

Excavation)

(Shoulder

Shouldering

Excavation)

(Shoulder

Shouldering

H o h o k a m R d paved pullout

Rehabilitate existing

Construct 6-ft paved apron

New

OM2-2V

New

OM2-2V

See Special 251-51A

Install type 2 riprap ditch

Sta. 107+25 to 108+35, Lt.

Install type 1 riprap ditch

Sta. 106+00 to 107+25, Lt.

pullout

Obliterate pullout

Obliterate pullout

Obliterate

Sandario Road

"Curve Warning"

Remove sign pullout

Obliterate

"Stop Ahead"

Remove sign

Patch, Type 2

Asphalt Concrete

Patch, Type 1

Asphalt Concrete

Patch, Type 2

Asphalt Concrete

Install riprap apron

Sta. 129+85, Rt.

Install riprap apron

Sta. 125+30, Rt.

at undercut voids.

structure outlet. Grout riprap

Install riprap at YACC

Sta. 105+55, Rt.

2-ft Curve Widening detector system, See 636-A

Install traffic inductive loop

Sta. 101+00

(2' H x 4' W x 30' L) as directed by CO away from YACC structure, Install berm and direct drainage

Sta. 104+85 to 105+15, Rt.

S

S

.5

.7

.1

E L I P .6

X .3

.2

E L

IP

.3

X .6

D E S

E R

T D

I S

C O

V E

R Y

S

S

S

PV

S

S T O

N E

I

S

S T

O N

E

PV

S

S

I

HCP PARKING

I

S T

O N

E S I G

N P

E D

E S

T A

L

PV

I

S

S

PV

PV

S

I

S

I

S

PV

N A

T U

R E T

R

I

S S

S

S

HCP PARKING

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts C

M L P

P P P S

A G

U

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

the 4-ft "No Disturbance" area.

Consult with the CO prior to any construction activity that may impact Do not disturb soil within a 4-ft radius of any live Saguaro cactus. NOTE:

the 4-ft "No Disturbance" area.

Consult with the CO prior to any construction activity that may impact Do not disturb soil within a 4-ft radius of any live Saguaro cactus. NOTE:

C2

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Schedule A

131+00 TO 160+00

KINNEY ROAD

See Special 251-51A

Install type 1 riprap ditch

Sta. 149+95 to 154+25, Lt.

See Special 251-51A and rundown

Install type 1 riprap ditch

Sta. 156+00 to 156+30, Rt.

See Special 251-51A

Install type 2 riprap ditch

Sta. 156+75 to 160+75, Lt.

Clean culvert

Sta. 136+70

Clean culvert

Sta. 143+35

Clean culvert and 147+00

Sta. 146+95

Remove culvert and 138+95

Sta. 139+05

See D sheets for information

Low Water Crossing - Site 1Do not disturb

See Detail A

DETAIL A

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

marker object

Remove

Remove object marker

(Shoulder Excavation)

Shouldering

Excavation)

(Shoulder

Shouldering

(Shoulder Excavation)

Shouldering

Accessibility Parking Symbol

Pavement Marking, Replace

Remove and

D9-6

(stripe)

R = 7' ty p

(EOP)

R = 15'

(EOP)

R = 15'

(stripe)

R = 7'

10'

5'

11' and install 7 new

Remove 6 wheelstops

See 501-A

Concrete pavement, New

OM2-2V

New

OM2-2V

pullout

Obliterate

See Special 251-51A

Install type 2 riprap ditch

Sta. 136+85-137+40, Rt.

Install type 1 riprap ditch

Sta. 136+65-136+85, Rt.

Patch, Type 2

Asphalt Concrete

Patch, Type 2

Asphalt Concrete

Install riprap on fill slope

Sta. 132+08, Rt.

park sign

Do not disturb park sign

Do not disturb do not disturb

Existing pullout

Patch, Type 2

Asphalt Concrete and replace

Remove

OM2-2V

(DESERT DISCOVERY PARKING)

See 418-A

Patch,Type 2

Full width Asphalt Concrete

Sta. 149+10 - 149+70 and riprap apron

Install end sections

Extend 24" culverts 5', Clean culverts, Sta. 149+46. Rt.

Sta. 149+39, Rt.

Sta. 149+32, Rt.

S

S

I

S

I

S

S

I

S

I

S

S S

S

I I

I

S

PV

S

I

I I

I

PV

PV

I

S

PV

I

I

PV

S S

S

I

I

S

SI

S SS

S

I

S I

PV

S

PV

S

S

S S

I

PV

S

PV

S

PV

S

I S

PV

PV

S

I

PV

PV

I

PV

PV

S

S

PV

I

I

S

PV

S

S

S

S

PV

S

STONE

PV

I

S

PV

S

PV

S

S

S

PV

S

PV

3 IN STEEL PIPE

S

STONE

S

S

PV

S

S

S

PV

PV

PV

S S

I

S

S

PV

STONE

S

S

S

S

S T O

N E

PV

PV

I

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts C

M L P

P P P S

A G

U

C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

the 4-ft "No Disturbance" area.

Consult with the CO prior to any construction activity that may impact Do not disturb soil within a 4-ft radius of any live Saguaro cactus. NOTE:

the 4-ft "No Disturbance" area.

Consult with the CO prior to any construction activity that may impact Do not disturb soil within a 4-ft radius of any live Saguaro cactus. NOTE:

S S

S

S

S S

I

S

S

PV

S

C3

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Schedule A

160+00 TO 189+00

KINNEY ROAD

See Special 251-51A

Install type 2 riprap ditch

Sta. 161+10 to 163+00, Lt.

See Special 251-51A and rundown

Install type 1 riprap ditch

Sta. 160+65 to 161+10, Rt.

See Special 251-51A

Install type 2 riprap ditch

Sta. 164+10 to 165+70, Lt.

See Special 251-51A

Install type 2 riprap ditch

Sta. 170+90 to 173+10, Lt.

See Special 251-51A

Install type 2 riprap ditch

Sta. 177+25 to 180+00, Lt.

See D sheets for information

Low Water Crossing - Site 2

DETAIL B

See Detail B and install new

Remove 4 wheelstops

New

OM2-2V

New

OM2-2V

Existing Low Water Crossing

(EOP)

R = 15'

(EOP)

R = 35'

Roadway Obliteration

10' 2

New

OM2-2V

New

OM2-2V

New

OM2-2V

New

OM2-2V

New

OM2-2V

New

OM2-2V

New

OM2-2V

pullout Obliterate pullout Obliterate

See Special 251-51A Install type 2 riprap ditch Sta. 170+90 to 172+00, Rt.

at undercut voids.

outlet. Grout riprap

Install riprap at LWC

Sta. 188+20, Rt.

40'

Rehabilitate paved trail parking

10+00

15+

10+00

PV

PV

SLID

E A

REA

PV

PV

PV

2560 2565

PV

PV

PV

PV

PV

PV

.4

PV

PV

.8

.1

.1

C M P E

LI

P .6

X .3 2

.1

C M P E

LI

P .6

X .3

.2

C M P E

LI

P .6

X .3

SLIDE AREA

S T

O N

E

GABION

S

ASPHALT

ASPHALT

STONE

PV

PV

PV

PV

PV

PV

PV

PV

PV

PV

PV

PV

PV

PV

PV

PV S

PV

S

S S

PV

S

S

PV

PV

PV

PV

PV

ASPHALT

PV

PV

S

PV

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts C

M L P

P P P S

A G

U

C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

the 4-ft "No Disturbance" area.

Consult with the CO prior to any construction activity that may impact Do not disturb soil within a 4-ft radius of any live Saguaro cactus. NOTE:

the 4-ft "No Disturbance" area.

Consult with the CO prior to any construction activity that may impact Do not disturb soil within a 4-ft radius of any live Saguaro cactus. NOTE:

S S S

PV

S

S

PV

PV

PV

PV

ASPHALT

PV

C4

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Schedule A

189+00 TO 219+00

KINNEY ROADfor information

See D sheets

Drainage #1

SPEED

LIMIT

Replace

Remove and

R2-1

MPH

Do not disturb

SPEED

LIMIT

Replace

Remove and

R2-1

MPH

DETAIL C

See Detail C and install new Remove 4 wheelstops and replace

Remove

OM2-2V

and replaceRemove

OM2-2V

and Replace

Remove

OM3-R

and Replace

Remove

OM3-L

for information

See D sheets

Parking Lot

Visitor Center

N. Kinney Road Sta. 200+70.20

Road 1 Sta. 10+00.00 =

Maintenance Site Access

OPTION X

for information

See D sheets

Access Road 1

Maintenance Site

Option X

Roadway Obliteration ty p

(typ)

10'

(stripe)

R = 20'

(stripe)

R = 15'

(EOP)

R= 15'

N. Kinney Road Sta. 195+08.80, 24.5' Lt.

Visitors Center Access Rd Sta. 10+24.50 =

OPTIONS V AND W

Remove 2 wheelstops

Remove 2 wheelstops

Install 3 boulders

Install 3 boulders and rundown

Install type 1 riprap ditch

Sta. 211+00 to 211+50, Lt.

See Special 251-51A

Install type 2 riprap ditch

Sta. 211+50 to 220+50, Lt.

to existing vegetation as directed by the CO.

existing roadway limits and minimize disturbance with riprap ditch. Avoid construction outside of

Remove and replace the existing paved swale

1 NOTE:

pullout

Obliterate

"Congested Area"

Remove sign

"Congested Area"

Remove sign to drain.

Grade base course and pave

Do not disturb existing inlet.

existing traffic counter

Do not disturb removal prior to pulverizing.

Coordinate with the CO to ensure

(Saguaro National Park) tubes to be removed by others.

Existing pnuematic counter park sign

Do not disturb park sign

Do not disturb

Do not disturb trail parking

Rehabilitate paved

New and W13-1P

W2-8R

New and W13-1P

W2-8R

Rehabilitate approach road, Rt.

0+

P V

P V

P V 2

.1

P V

.6

P V

P V

.2

C M

P E

L I P .6

X .3

.3

C M

P E

L I P .6

X .3

P V

P V

P V

P V

P V

P V

P V

P V

STONE

P V

P V

P V

.426

.4

S

P V

P V

.0

CMP E

LIP

1.

6X2 .3

.0

CMP

ELI

P 1.

6X2 .3

P V

P V

2002 S T

O N

E

S S

P V

P V

P V

P V

P V

G R

A V E L

S

S

P V

SS

S

P V

S

S

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts C

M L P

P P P S

A G

U

C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

the 4-ft "No Disturbance" area.

Consult with the CO prior to any construction activity that may impact Do not disturb soil within a 4-ft radius of any live Saguaro cactus. NOTE:

the 4-ft "No Disturbance" area.

Consult with the CO prior to any construction activity that may impact Do not disturb soil within a 4-ft radius of any live Saguaro cactus. NOTE:

C5

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Schedule A

219+00 TO 244+72.81

KINNEY ROAD

Kinney Road

AZ FTNP SAGU 12(1)

See Special 251-51A

Install type 3 riprap ditch

Sta. 234+95 to 238+00, Lt.

See Special 251-51A

Install type 3 riprap ditch

Sta. 238+20 to 240+65, Lt.

See Special 251-51A

Install type 2 riprap ditch

Sta. 241+00 to 242+75, Lt.

Install type 3 riprap ditch

Sta. 240+80 to 241+00, Lt.

Install riprap apron

Sta. 240+69, Rt.

Install riprap apron

Sta. 243+52, Rt.

for information

See D sheets

Drainage #2a for information

See D sheets

Drainage #2b

SPEED

LIMIT

and Replace

Remove and R2-1

Special Sign

New

W3-1

STOP

Replace

Remove and

2 street names

R1-1 and

Remove 3 signs and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and Replace

Remove

OM3-L

and Replace

Remove

OM3-R

and Replace

Remove

OM3-L

and Replace

Remove

OM3-R

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

and replace

Remove

OM2-2V

New

OM2-2V

(Shoulder Excavation)

Shouldering

(Shoulder Excavation)

Shouldering and Replace

Remove

W1-1aR

W

M il e W id e R o a d and W13-1P

Remove W1-2L and W13-1P

Remove W1-2R

Excavation)

(Shoulder

Shouldering and W13-1P

Remove W1-2L

New

OM2-2V

and replace

Remove

OM2-2V

New

OM2-2V

and rundown. See Special 251-51A

Install type 1 riprap ditch

Sta. 230+15 to 230+55, Lt.

pullout

Obliterate shoulder

Obliterate shoulder

Obliterate

2-ft Curve Widening

2-ft Curve Widening roadway fill slope

Install riprap on

Sta. 232+20, Rt.

park sign

Do not disturb park sign

Do not disturb

"Curve Warning"

Remove sign

"Stop Ahead"

Remove sign

End Rehabilitation

Station 244+84

End Project

MPH

New and W13-1P

W1-5R

MPH

New and W13-1P

W1-5R personnel sign, provide to NPS

Remove existing entrance

D sheets for information sign parking area, see

Mile Wide Road entrance

New

W1-8R

0 1

S

S

.5

.7

.1

E L I P .6

X .3

.2

E L

IP

.3

X .6

D E S

E R

T D

I S

C O

V E

R Y

S

S

S

PV

S

S T

O N

E

I

S

S T

O N

E

PV

S

S

I

HCP PARKING

I

S T

O N

E S I G

N P

E D

E S

T A

L

PV

I

S

S

PV

PV

S

I

S

I

S

PV

N A

T U

R E T

R

I

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P r te

L W

C .d g n

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

,4

.2

V P I

E L

,4

.7

+3.6

80' VC

K = 19

SSD = 298'

V

P I

E L

,4

.4

-0.500% +0.500%

40' VC

K = 40

V P I

E L

,4

.7

+2.54

0%80' VC

K = 39

V P I

E L

,4

.4

-0.063%

50' VC

K = 19

SSD = 439'

,4

.4

0 P

T

.6

P C

.5

P T

.3

P C

.4

100'50'0

Scale in Feet

D1

LOW WATER CROSSING - SITE 1 (Schedule A)

140+00139+00138+00137+00

Limits of Construction

Existing ground

Proposed profile

Water Crossing

Begin Low

Sta. 138+45

Water Crossing

End Low

Sta. 140+00

Concrete barrier (buried), Lt.

Concrete barrier (buried), Rt.

E: 918120.83

N: 460200.93

Begin Reconstruction

Station 137+90.00

E: 918120.83

N: 460200.93

Resume Rehabilitation

End Reconstruction

Station 140+45

Low Water Crossing, 155-ft

Curve = RTE12-7

PI 137+98.55

D

R = 800.00'

T = 104.98'

L = 208.76'

Curve = RTE12-6

PI 135+55.32

D

R = 1,000.00'

T = 114.30'

L = 227.62'

See Std. 501-1 and 501-2

Minor Concrete Pavement

S

S

I

S

I

S

S

I S

I

S

S S

S

I

I

I

S

PV

S

I

I I

I

PV

PV

I

S

PV

I

I

PV

S S

S

I

I

S

SI

S S S

S

I

S

I

PV

S

PV

S

S

S S

I

PV

S

PV

S

PV

S

I S

PV

PV

S

I

20131

PV

PV

I

PV

PV

S

S

PV

I

STATE PROJECT

P

M N A

Z s a g u R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P r te

L W

C .d g n

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

NPS PMIS NO.: #191097 DRAWING NO.: 151/128552

AZ

KINNEY ROAD

AZ FTNP SAGU 12(1)

,4

.9

V P I

E L

,4

.1

+1.250%

30' VC

K = 28

SSD = 1014'

V P I

E L

,4

.2

+0.170%

+2.6 20%

90' VC

K = 37

V P I

E L

,4

.8

90' VC

K = 41

V P I

E L

,4

.7

+4.

8%

+3.6

30' VC

K = 24

SSD = 886'

,4

.3

P C

.1

P T

.1

P C

.4

2,510

100'50'0

Scale in Feet

D2

LOW WATER CROSSING - SITE 2 (Schedule A)

171+00170+00169+00168+00167+00

Existing ground

Proposed profile

Limits of Construction

Water Crossing

En…