ID FLAP Canyon MULTI(1)_plans.pdf

COLUMBIA

BRITISH

W A

S H I N

G T

O N

M O

N T A

N A

W Y

O M I N

G

O R

E G

O N

NEVADA UTAH

UNITED STATES

CANADA

Lake

Orielle

Pend

Reservoir

American Falls

R

I V

E R

S A

E K

N

PARK

NATIONAL

YELLOWSTONE

d'Alene

Coeur

Moscow

Lewiston

FALLS

IDAHO

POCATELLO

Twin Falls

Home

Mountain

BOISE

IDAHO KEY MAP

IDAHO

93 15

84 15 91 89

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

Shoulder widening and box culvert

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

J.23-24

J.3-22

J.1-2

I.5-I.7

I.4

I.3

I.2

I.1

H.5

H.4

H.3

H.2

H.1

G.22-27

G.2-21

G.1

F.22-23

F.2-21

F.1

E.19

E.6-18

E.2-5

E.1

D.26-27

D.25

D.6-24

D.4-5

D.2-3

D.1

C.1-3

B.1-6

A.3

A.2

A.1

STANDARD DRAWINGS

PERMANENT TRAFFIC CONTROL PLAN

TABULATION OF QUANTITIES

STANDARD DRAWINGS

SINGLE LANE CLOSURE LAYOUT WITH FLAGGERS

BIPARTISAN INFRASTRUCTURE LAW SIGN

TEMPORARY TRAFFIC CONTROL DETOUR PLAN

TABULATION OF QUANTITIES

STANDARD DRAWING

3-SIDED BOX CULVERT STRUCTURAL DETAILS

102+13 CULVERT ELEVATIONS

102+13 CULVERT PLAN AND PROFILE

TABULATION OF DRAINAGE QUANTITIES

STANDARD DRAWINGS

EROSION CONTROL

TABULATION OF QUANTITIES

STANDARD DRAWINGS

REMOVAL PLAN

TABULATION OF QUANTITIES

PLAN-PROFILE MURPHY'S NECK FOOTPATH

APPROACHES

APPROACH ROAD DATA TABLE

APPROACH ROAD DETAILS

BARB-LESS WIRE FENCE DETAILS

CONSTRUCTION STAGING SITE

PLAN-PLAN

PLAN-PROFILE

TABULATION OF QUANTITIES

SURVEY CONTROL

TYPICAL SECTIONS

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

J. PERMANENT TRAFFIC CONTROL

I. TEMPORARY TRAFFIC CONTROL

H. DRAINAGE

G. EROSION CONTROL

F. REMOVAL PLAN

E. APPROACH ROADS

D. PLAN-PROFILE

C. TYPICAL SECTIONS

B. SUMMARY OF QUANTITIES

A. GENERAL INFORMATION

SHEET INDEX

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

IDAHO

CANYON COUNTY

SHARED ROADWAY

INDIANA AND ORCHARD

SCHEDULE B LENGTH 4.06 MILES

SCHEDULE A LENGTH 2.55 MILES

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

PLANS FOR PROPOSED PROJECT

ID FLAP CANYON MULTI(1)

N e (max)

V

ADT (2044)

ADT (2024)

4%

50 MPH

Indiana Ave

IDAHO 55

IDAHO

e (max)

V

ADT (2044)

ADT (2024)

4% (Farmway Road to Indiana Avenue)

(Riverside Road to Farmway Road)2%

45 MPH (Farmway Road to Indiana Avenue)

(Riverside Road to Farmway Road)40 MPH

11152

Orchard Avenue

Scale in miles

04 4 8 12 16

SCALE IN MILES

PROJECT MANAGER

W. SCHMIDT

PROJECT LOCATION

BOISE

Deer Flat

National

Wildlife

Refuge Lake

Lowell

S n a k e R iv e r

Nampa

Caldwell

A D

A C

O U

N T

Y

C A

N Y

O N C

O U

N T

Y

GEM COUNTY

B O

IS

E C

O U

N T Y

A D

A C

O U

N T Y

See Sheet A.3

APPROVED:

Western Federal Lands Highway Division

Chief of Engineering, DATE

:4

A

M

A p r il

T it le

S h e e t c p w

-w o rk \d

\I

D F

L A

P C a n y o n M

U L

T I( p ln g e n

.d g n

PROJECT

NUMBER

SHEET

A.1

ID FLAP CANYON MULTI(1)

C

.g

:E <C M

Ll Llc (l) es abut.

ADT

AH

appr.

BK

b.f.

BM

BP

br.

brg.

btwn cc or c. to c.

ll.

cir.

CMP

col.

cone.

conn.

constr. jt.

cont.

cs ctrs.

CUFT

culv.

CUYD

D

DHV

dia.

diaph.

dist.

drwg(s).

E e e.f.

El. 94.16 elev.

emb.

EOP

EQ oreq.

EW

exc.

exp. jt.

f.f.

fin.

fig.

ftg.

ga.

galv.

ID

IE

jt.

KSI

L lat.

LNFT

long.

LPSM

Ls It. or LT

LW

total central angle curve central angle diameter spiral central angle abutment average daily traffic ahead approach back back face bench mark balance point bridge bearing between center to center centerline clear corrugated metal pipe column concrete connection construction joint continuous point of curve to spiral centers cubic foot (feet) culvert cubic yard(s) diameter design hourly volume diameter diaphragm distance drawing(s) east superelevation rate each face elevation in feet elevation embankment edge of pavement equation edge of water excavation expansion joint front face finish flange footing gage (gauge) galvanized inside diameter invert elevation joint thousand pounds per square inch length of curve latitude linear foot (feet) longitudinal lump sum length of spiral left low water

NOTE:

M.L.

M.P.

matt.

max.

MGAL

min.

man.

N

NC

o.c.

o. too.

OD

OG

OHWM

PC

PCC

PCS

PI

pl.

POC

POS

POT

PS

PSF

PSI

PSC

PST

PT

pvmt.

R R.

R/W rdwy.

reinf.

reqd.

rt. or RT rte.

s

SADT

SC

sect.

shldr.

SLRY

spa.

SQFT

SQYD

SRS

ss

ST

STA, Sta.

std.

stgr.

stiff.

struc.

STS

T T.

TBM

thd.

TS

Ts typ.

V vph

VPI

w main line mile post material maximum thousand gallon minimum monument north normal crown on center out to out outside diameter original ground ordinary high water mark point of curve point of compound curve point of curve to spiral point of intersection plate point on curve point on spiral point on tangent point of tangent to spiral pounds per square foot pounds per square inch point of spiral to curve point of spiral to tangent point of tangent pavement radius range right-of-way roadway reinforcement required right route south seasonal average daily traffic point of spiral to curve section shoulder slurry unit spacing, spaces or spaced square foot square yard point of spiral to reverse spiral point of spiral to spiral (no curve) point of spiral to tangent station standard stringer stiffener structural point of spiral to tangent spiral tangent distance township temporary bench mark thread point of tangent to spiral tangent distance (spiraled curve) typical design speed (velocity) vehicles per hour vertical point of intersection west

1. Other symbols used in the plans will be shown in a legend on the appropriate plan sheet.

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

¼ Section Line

¼ Section Corner (Found, Projected)

½6 Section Line

½6 Section Corner (Found, Projected)

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands 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 Reservior; Marshland

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Boulder; Well; Antenna; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS)

~ 1

---0--0

~1

½6 ½6 0 @

SEC. SEC.

--P/L -------P/L -----

////////NP////////////////NP////////////

//// NWR//// NWR//// NWR//// NWR////

'V 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V

---------- O O O ~ -----...... 0 0 O ..,~ -----

,,,,,---------- 0 l )

-a:

G

.2_ w .2_

G

.'i'_

WV

CP GPS

North Arrow -------1$~------ z

EXISTING

Slope Stake Limits

Construction Limits

Bottom of Ditch

Fence

Top of Cut - · - · · · • • • • • • Toe of Fill

- no symbol -

)f-- -X- -X----l(

PROJECT

ID FLAP CANYON MULTI(l)

PROPOSED

SHEET

NUMBER

A.2

Gate with Fence

Cattleguard

Guardrail

)f-------1: ~ - ~ Jf------l( ~ cr ----u-- ----u-- ----u- ■ ■ ■

Concrete Barrier and Guard Wall

Retaining Wall wall face

V V V V V ' ' ' ' ' Signs (single, double post; portable) u- 0-0 --.-- ..... " Delineators cf: i Pipe Culvert (arrow shows flow) ----------'\,- 'v-

Pipe Culvert with End Section [:>----------'\,- ► 'v-

Pipe Culvert with Headwall ~---------'\,- I 'v- I

Pipe Culvert with Drop Inlet ([)1\-----------"'v-- @) 'v-

" - r Box Culvert J--------, / " Underdrain --IUDI UD

Overhead/ Above Ground Utilities ---P---P- --P P--

Underground Utilities - - --1 w 1- - --1 w 1-- ---1 w 1-------1 w 1--

FM = force main, FO = fiber optic, G = gas, IRR = irrigation, 0 = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, STEAM= steam, T = telephone, TV= CATV, W = water

Poles (Power, Telephone, Joint Use, --c=J-- ---0- --[Il}-

Light, Support w/Anchor) ---¢f ----o----1

TP

Miscellaneous Utility Features ~ ■

EM= electric meter, TP = telephone pedestal, TV= CATV pedestal, UP = transformer or junction box, WF = water fountain

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

NO SCALE

L_

- - - - r/w - -----RIW--

- - - - P/E - --PIE-----

- no symbol - --TCE-----

A A Section A-A l J

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

WFLHD DETAIL

PLAN SYMBOLS AND

ABBREVIATIONS

DETAIL APPROVED FOR USE 11/2001 I DETAIL

REVISED: 9/2005 1/2007 10/2009 10/2014 I w 101-1 6/2022

Scale in miles

01000 1000 2000 3000 4000

SCALE IN FEET

N

BEGIN PROJECT

BEGIN PROJECT

END SHOULDER WIDENING

Forest Canal

END PROJECT

END SHOULDER WIDENING

.4 m il e s t o C a ld w a ll

I D

7 miles to Nampa, ID

STAGING SITE ENTRANCE

BEGIN SHOULDER WIDENING

LAKE LOWELL

DEER FLAT

NATIONAL

WILDLIFE

REFUGE

ORCHARD AVENUE

IN

D

IA

N

A A

V E

N U

E

ROOSEVELT AVENUE

Deer Flat

National Wildlife Refuge

Visitor Center

R

IV

E R S

ID

E R

O A

D

Mallard

Park

S M

O N

T A

N A

A V

E

F A

R M

W A

Y R

D

La ke L ow el l

R ec re at io n

A re a

BEGIN ROADWAY

RECONSTRUCTION

"MAIN 01" 100+80

(SCHEDULE A & B)

BEGIN PERMANENT

TRAFFIC CONTROL

"MAIN 02" 11+17

(SCHEDULE B)

"MAIN 02" 90+64.87

(SCHEDULE A & B)

Three-sided precast reinforced concrete box culvert installation

"MAIN 01" 102+01.29 to 102+26.40

(SCHEDULE A & B)

LAKE SHORE DRIVE

LONESTAR ROAD

S

T

H A

V E

L A

K E

A V

E N

U E

"MAIN 01" 235+57.68 =

BEGIN SHOULDER WIDENING

END ROADWAY RECONSTRUCTION

"MAIN 01" 235+00

(SCHEDULE A & B)

"MAIN 02" 90+20

(SCHEDULE B)

"MAIN 01" 106+00

(SCHEDULE A & B)

ROOSEVELT AVENUE

N = 694283.56

E = 2382630.54

See Sheet D.25

(SCHEDULE A & B)

"MAIN 02" 11+55

(SCHEDULE B)

VICINITY MAP

:5

A p r il

D

D e s ig n S u r v F t p w

-w o rk \d

\I

D F

L A

P C a n y o n M

U L

T I( p ln g e n

.d g n

PROJECT

NUMBER

ID FLAP CANYON MULTI(1) A.3

Sheet and Description

SECTION D SECTION F SECTION G SECTION H SECTION I SECTION J -

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 810 90 900

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 12,072 928 13,000

A0160 15706-0200 SOIL EROSION CONTROL, CHECK

DAM (FIBER ROLL) EACH 18 2 20

A0180 15706-1100 SOIL EROSION CONTROL, INLET See footnote on Sheet

PROTECTION TYPE A EACH 1 8 9 G.1

A0200 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 1 1

A0220 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0240 20101-0000 CLEARING AND GRUBBING ACRE 6.7 0.3 7.0

A0260 20301-0400 REMOVAL OF BRIDGE EACH 1 1

A0280 20301-1100 REMOVAL OF GATE EACH 1 1

A0300 20302-0700 REMOVAL OF FENCE See footnote on Sheet

LNFT 3,580 3,420 7,000 F.1

A0320 20315-0000 SAWCUTTING PAVEMENT LNFT 23,951 249 24,200

A0340 20401-0000 ROADWAY EXCAVATION CUYD 6,324 676 7,000

A0360 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D SQYD 2,495 105 2,600

A0380 20820-0000 DEWATERING LPSM All ALL

A0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 10,932 568 11,500

A0420 30302-1000 DITCH RECONDITIONING LNFT 600 600

A0440 40301-0000 ASPHALT CONCRETE PAVEMENT TON 2,775 225 3,000

A0460 41201-0000 TACK COAT TON 5.3 0.2 5.5

A0480 60210-0400 END SECTION FOR 12-INCH PIPE

CULVERT EACH 10 10

A0500 60220-0000 PRECAST REINFORCED CONCRETE

BOX CULVERT (20 FEET SPAN,

7.6 FEET RISE 3-SIDED) LNFT 50 50

A0520 60406-0000 INLET ADJUSTMENT EACH 1 1 2

A0540 60704-0000 CLEANING CULVERT IN PLACE EACH 8 8

A0560 61108-1000 ADJUST WATER VALVE EACH 5 5

MileStone: 100 pct Date Completed: In Progress Report Date: 04/29/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A pr

-2

2:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

U se rs \y th ao

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D es kt op

\P ro je ct s\

ID

F

LA

P C an yo n

M U

LT

I(

1) \E st im at es

\1 su m m ar y2

0.

xl sm ]S he et

PROJECT

B.1ID FLAP CANYON MULTI(1)

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

A0580 61901-0553 FENCE, BARB-LESS WIRE, 4

STRAND LNFT 3,355 45 3,400

A0600 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 24

A0620 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 30-INCH WIDTH HOUR 24

A0640 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 24

A0660 62301-0000 GENERAL LABOR HOUR 24

A0680 62401-0300 FURNISHING AND PLACING

TOPSOIL, 4-INCH DEPTH SQYD 380 20 400

A0700 62502-0000 TURF ESTABLISHMENT SQYD 380 20 400

A0720 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

A0740 63316-1000 REMOVE AND RESET SIGN EACH 40 5 45

A0760 63316-2000 REMOVE AND RESET DELINEATOR EACH 2 2

A0780 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 21,214 86 21,300

A0800 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 49,982 218 50,200

A0820 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 3,571 429 4,000

A0840 63403-0900 PAVEMENT MARKINGS, TYPE I SQFT 74 6 80

A0860 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 (8 FEET WIDE) EACH 8 2 10

A0880 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 130 130

A0900 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 10 10

A0920 63502-1700 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE C EACH 7 7

A0940 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A0960 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 1,040 60 1,100

A0980 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 419.5 30.5 450.0

-A pr -2

2:

P M

MileStone: 100 pct Date Completed: In Progress Report Date: 04/29/24

C

U se rs \y th ao

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D es kt op

\P ro je ct s\

ID

F

LA

P C an yo n

M U

LT

I(

1) \E st im at es

\1 su m m ar y2

0.

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2)

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

PROJECT

B.2ID FLAP CANYON MULTI(1)

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

A1000 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 5,040 560 5,600

A1020 63507-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR DAY 140 140

A1040 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 160 160

A1060 63701-0000 FIELD OFFICE EACH 1

A1080 64502-0000 LOCATE UTILITIES (POTHOLING) EACH 23 2 25

A1100 64620-0400 REMOVE AND RESET MAILBOX EACH 27 3 30

A1120 64704-1600 MITIGATION, STREAMBED CHANNEL

RECONSTRUCTION CUYD 215 215

-A pr -2

2:

P M

MileStone: 100 pct Date Completed: In Progress Report Date: 04/29/24

C

U se rs \y th ao

.t ru on g\

D es kt op

\P ro je ct s\

ID

F

LA

P C an yo n

M U

LT

I(

1) \E st im at es

\1 su m m ar y2

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3)

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

PROJECT

B.3ID FLAP CANYON MULTI(1)

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 810 90 900

B0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 22,351 649 23,000

B0160 15706-0200 SOIL EROSION CONTROL, CHECK

DAM (FIBER ROLL) EACH 48 2 50

B0180 15706-1100 SOIL EROSION CONTROL, INLET See footnote on Sheet

PROTECTION TYPE A EACH 1 9 10 G.1

B0200 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 2 2

B0220 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

B0240 20101-0000 CLEARING AND GRUBBING ACRE 10.4 0.3 10.7

B0260 20301-0400 REMOVAL OF BRIDGE EACH 1 1

B0280 20301-1100 REMOVAL OF GATE EACH 1 1

B0300 20302-0700 REMOVAL OF FENCE See footnote on Sheet

LNFT 3,580 4,320 7,900 F.1

B0320 20315-0000 SAWCUTTING PAVEMENT LNFT 38,538 462 39,000

B0340 20401-0000 ROADWAY EXCAVATION CUYD 10,194 806 11,000

B0360 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D SQYD 2,495 105 2,600

B0380 20820-0000 DEWATERING LPSM All ALL

B0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 17,218 782 18,000

B0420 30302-1000 DITCH RECONDITIONING LNFT 700 700

B0440 40301-0000 ASPHALT CONCRETE PAVEMENT TON 4,200 300 4,500

B0460 41201-0000 TACK COAT TON 8.0 8.0

B0480 41801-1000 ASPHALT CONCRETE PAVEMENT Contract Quantity

PATCH, TYPE 1 SQYD 17.0 17.0

B0500 41801-2000 ASPHALT CONCRETE PAVEMENT Contract Quantity

PATCH, TYPE 2 SQYD 171.0 171.0

B0520 60210-0400 END SECTION FOR 12-INCH PIPE

CULVERT EACH 12 12

B0540 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 2 2

-A pr -2

2:

P M

MileStone: 100 pct Date Completed: In Progress Report Date: 04/29/24

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4)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.4ID FLAP CANYON MULTI(1)

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

B0560 60220-0000 PRECAST REINFORCED CONCRETE

BOX CULVERT (20 FEET SPAN,

7.6 FEET RISE 3-SIDED) LNFT 50 50

B0580 60405-0000 MANHOLE ADJUSTMENT (WATER) EACH 3 3

B0600 60406-0000 INLET ADJUSTMENT EACH 1 1 2

B0620 60704-0000 CLEANING CULVERT IN PLACE EACH 12 12

B0640 61108-1000 ADJUST WATER VALVE EACH 8 8

B0660 61901-0553 FENCE, BARB-LESS WIRE, 4

STRAND LNFT 3,355 45 3,400

B0680 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40

B0700 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 30-INCH WIDTH HOUR 40

B0720 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 40

B0740 62301-0000 GENERAL LABOR HOUR 40

B0760 62401-0300 FURNISHING AND PLACING

TOPSOIL, 4-INCH DEPTH SQYD 380 20 400

B0780 62502-0000 TURF ESTABLISHMENT SQYD 380 20 400

B0800 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

B0820 63316-1000 REMOVE AND RESET SIGN EACH 47 8 55

B0840 63316-2000 REMOVE AND RESET DELINEATOR EACH 2 2

B0860 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 29,172 328 29,500

B0880 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 79,156 344 79,500

B0900 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 9,243 257 9,500

B0920 63403-0900 PAVEMENT MARKINGS, TYPE I SQFT 194 200

B0940 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 (8 FEET WIDE) EACH 8 2 10

B0960 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 130 130

B0980 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 10 10

B1000 63502-1700 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE C EACH 7 7

-A pr -2

2:

P M

MileStone: 100 pct Date Completed: In Progress Report Date: 04/29/24

C

U se rs \y th ao

.t ru on g\

D es kt op

\P ro je ct s\

ID

F

LA

P C an yo n

M U

LT

I(

1) \E st im at es

\1 su m m ar y2

0.

xl sm ]S he et

5)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.5ID FLAP CANYON MULTI(1)

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

B1020 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

B1040 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 1,040 60 1,100

B1060 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 419.5 30.5 450.0

B1080 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 6,480 720 7,200

B1100 63507-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR DAY 180 180

B1120 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 200 200

B1140 63701-0000 FIELD OFFICE EACH 1

B1160 64502-0000 LOCATE UTILITIES (POTHOLING) EACH 23 2 25

B1180 64620-0400 REMOVE AND RESET MAILBOX EACH 32 3 35

B1200 64704-1600 MITIGATION, STREAMBED CHANNEL

RECONSTRUCTION CUYD 215 215

-A pr -2

2:

P M

MileStone: 100 pct Date Completed: In Progress Report Date: 04/29/24

C

U se rs \y th ao

.t ru on g\

D es kt op

\P ro je ct s\

ID

F

LA

P C an yo n

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LT

I(

1) \E st im at es

\1 su m m ar y2

0.

xl sm ]S he et

6)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.6ID FLAP CANYON MULTI(1)

Roadway aggregate, Method 2, 24-inch compacted depth depth placed in two lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted

Slope stake limit Slope stake limit

2% 2%

Profile grade

10 to 15-inch compacted depth

Roadway aggregate, Method 2, two lifts with tack coat between lifts

4-inch compacted depth, placed in

Asphalt concrete pavement, See Section H box culvert reinforced concrete

Three-sided precast

Profile grade

2% 2%

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it 6-inch compacted depth

Roadway aggregate, Method 2, 4%

C o n s tr u c ti o n l im it

C o n s tr u c ti o n l im it

4-inch depth

Furnishing and placing topsoil, 4-inch depth placing topsoil, Furnishing and shoulder taper offset

See Table C-1 for shoulder taper offset

See Table C-1 for

See Table C-1 for shoulder taper offset See Table C-1 for shoulder taper offset

2% 2%

Slope stake limit

Conserved suitable roadway excavation

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it

Slope stake limit

Conserved suitable roadway excavation

Conserved streambed material

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it

Separation-stabilization geotextile, class 1, type D pavement

Top of existing

Sawcut vertical

Tack coat

Top of subgrade

Top of proposed pavement

CL

1'11.13' 4' to

11'11'10.64' 4' to

1'

Traveled lane Traveled lane shldr.

Paved shldr.

Paved shldr.

Gravel shldr.

Gravel

1:2

1:

Varies Varies

"MAIN 01"

102+27.13 to 106+00

100+80 to 102+01.13

"MAIN 01"

[2]

102+01.13 to 102+27.13

CL

50' culvert width

11.13' to 13.21'11'11'10.64' to 12.64'

Paved Shoulder Traveled lane Traveled lane Paved Shoulder

"APPR 01"

[1]

1+15 to 2+00

1:

(m ax

1:4 (m ax.)

CL

6'

Varies ment establish-

Turf

Varies ment establish-

Turf

1:

1:2

CUT SECTION

1:

1:2 :1

:1

Varies 1' 12.64' 4' to

CUT SECTION

Varies1'13.21' 4' to

[2] Station range represents outer limits of skewed box culvert. See Section H for box culvert layout.

[1] See Section E for plan and profile.

FOOTNOTE:

PAVEMENT CONNECTION

:3

P

A p r il

T

Y P

IC

A

L S

E C

T

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O R

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\I

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L A

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U L

T I( p ln ty p .d g n

Sheet 1 of 3

(Schedule A & B)

TYPICAL SECTION

PROJECT

C.1 pavement

Sawcutting

See table C-2 for compacted depth

Roadway aggregate, Method 2 placed in two lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth

2% 2%

See table C-2 for compacted depth

Roadway aggregate, Method 2 placed in two lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth

2% 2%

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it

Slope stake limit Slope stake limit

Slope stake limit Slope stake limit

Conserved suitable roadway excavation Conserved suitable roadway excavation pavement

Sawcutting shoulder taper offset

See table C-4 for for lane shift

See table C-3 for lane shift

See table C-3

CL

Traveled lane Traveled lane shldr.

Paved shldr.

Paved shldr.

Gravel shldr.

Gravel

Varies Varies

"MAIN 01"

[1]

106+00 to 235+00

CUT SECTION

1:2

Varies 1' 4' Varies1'4'

CUT SECTION

(typ.)

1'

4'11'11'4'1'

1:

1:1

:1

1:2

1:2

1:

1:

1' 1'

1'1'

[1] See Section D for breaks in shoulder widening.

FOOTNOTE:

:3

A p r il

T

Y P

IC

A

L S

E C

T

IO

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O R

C p w

-w o rk \d

\I

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L A

P C a n y o n M

U L

T I( p ln ty p .d g n

Sheet 2 of 3

(Schedule A & B)

TYPICAL SECTION

PROJECT

C.2 pavement

Sawcutting

10-inch compacted depth

Roadway aggregate, Method 2 placed in two lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth

2% 2%

10-inch compacted depth

Roadway aggregate, Method 2 placed in two lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth

2% 2%

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it

R /W

P

/E o r

T C

E

C o n s tr u c ti o n l im it

Slope stake limit Slope stake limit

Slope stake limit Slope stake limit See patch detail pavement

Sawcutting

8-inch compacted roadway aggregate depth

4-inch compacted asphalt concrete pavement depth

Asphalt concrete pavement patch, type 1, 4-inch compacted depth

Asphalt concrete pavement patch, type 2, Conserved suitable roadway excavation Conserved suitable roadway excavation pavement

Sawcutting

CL

Traveled lane Traveled lane shldr.

Paved shldr.

Paved shldr.

Gravel shldr.

Gravel Varies

Varies

CUT SECTION

1:2

Varies 1' 4' Varies1'4'

CUT SECTION

1'4'11'11'4'1'

"MAIN 02"

11+55 to 90+20

PATCH DETAIL

27+58 to 27+88 (Type 1)

24+50 to 27+58 (Type 2)

"MAIN 02"

CL

11'

5'

1:

1:1

:1

1:2

1:2

1:

1:

1. See Section D for breaks in shoulder widening.

NOTE:

:3

A p r il

T

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IC

A

L S

E C

T

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C p w

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\I

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L A

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U L

T I( p ln ty p .d g n

Sheet 3 of 3

(Schedule B)

TYPICAL SECTION

PROJECT

C.3

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ORTHOMETRIC

ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

14104 703581.040 2366932.244 2568.406 43°35'35.399819"N 116°43'22.387688"W 2510.771 0.999889223 5/8" ir w/fhwa alum cap 1.

21101 704047.126 2366948.797 2567.582 43°35'40.004507"N 116°43'22.236931"W 2509.946 0.999889253 5/8" ir w/fhwa alum cap

21102 704661.429 2366909.932 2554.228 43°35'46.066484"N 116°43'22.862762"W 2496.5895 0.999889914 5/8" ir w/fhwa alum cap

21103 704730.254 2367453.460 2539.619 43°35'46.808954"N 116°43'15.488300"W 2481.9926 0.999890292 5/8" ir w/fhwa alum cap

21104 704626.583 2368063.755 2540.365 43°35'45.855516"N 116°43'07.179229"W 2482.7526 0.999889897 5/8" ir w/fhwa alum cap

21105 704307.271 2368678.672 2540.111 43°35'42.772901"N 116°42'58.773345"W 2482.5132 0.999889549 5/8" ir w/fhwa alum cap

21106 704158.895 2369294.693 2551.417 43°35'41.378300"N 116°42'50.379644"W 2493.8333 0.999888648 5/8" ir w/fhwa alum cap

21107 703967.794 2369873.320 2552.409 43°35'39.557325"N 116°42'42.487421"W 2494.8399 0.999888262 5/8" ir w/fhwa alum cap

21108 703777.440 2370551.636 2542.334 43°35'37.754942"N 116°42'33.240930"W 2484.7803 0.999888349 5/8" ir w/fhwa alum cap

21109 703669.551 2370938.281 2544.674 43°35'36.733542"N 116°42'27.970527"W 2487.1289 0.999888012 5/8" ir w/fhwa alum cap

21110 703436.317 2371773.717 2555.990 43°35'34.525205"N 116°42'16.582748"W 2498.4635 0.999886987 5/8" ir w/fhwa alum cap

21111 703328.191 2372278.107 2554.497 43°35'33.514586"N 116°42'09.712640"W 2496.9815 0.999886767 5/8" ir w/fhwa alum cap

21112 703120.682 2372901.142 2539.591 43°35'31.535805"N 116°42'01.215106"W 2482.0891 0.99988712 5/8" ir w/fhwa alum cap

21113 702673.381 2374500.750 2556.283 43°35'27.298607"N 116°41'39.412050"W 2498.815 0.999885404 5/8" ir w/fhwa alum cap

21114 702177.060 2377181.311 2571.976 43°35'22.696424"N 116°41'02.915879"W 2514.5611 0.999883127 5/8" ir w/fhwa alum cap

21115 702201.779 2379080.071 2579.220 43°35'23.150535"N 116°40'37.121962"W 2521.8425 0.99988171 5/8" ir w/fhwa alum cap

21116 702151.186 2380166.874 2537.751 43°35'22.770374"N 116°40'22.348335"W 2480.3943 0.999883082 5/8" ir w/fhwa alum cap

21117 701565.041 2380111.360 2550.434 43°35'16.975793"N 116°40'23.014115"W 2493.077 0.999882507 5/8" ir w/fhwa alum cap

21118 699890.986 2380136.676 2560.689 43°35'00.446386"N 116°40'22.417566"W 2503.336 0.999882003 5/8" ir w/fhwa alum cap

21119 697841.190 2380079.052 2627.667 43°34'40.197221"N 116°40'22.891114"W 2570.3199 0.999878834 5/8" ir w/fhwa alum cap

21120 695879.615 2380055.200 2669.257 43°34'20.822971"N 116°40'22.919198"W 2611.9201 0.99987686 5/8" ir w/fhwa alum cap

21121 695270.418 2380046.645 2677.243 43°34'14.805873"N 116°40'22.943509"W 2619.9086 0.999876483 5/8" ir w/fhwa alum cap

21122 694212.782 2380006.259 2648.597 43°34'04.356696"N 116°40'23.332509"W 2591.2664 0.999877874 5/8" ir w/fhwa alum cap

21123 693619.196 2380438.096 2639.223 43°33'58.542016"N 116°40'17.378050"W 2581.9032 0.99987808 5/8" ir w/fhwa alum cap

21203 702861.012 2366117.032 2553.908 43°35'28.194860"N 116°43'33.349222"W 2496.2572 0.999890397 5/8" ir w/fhwa alum cap

COORDINATE SYSTEM : Idaho West SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM : ID83/2011-WF NSRS11(NAD83/2011) Idaho, West Zone, US Foot

PROJECT : Indiana and Orchard Shared Roadway DATE OF FIELD WORK :Multiple entries

DATE OF FINAL ADJUSTMENT :11/22/2021

PROJECT UNITS : US SURVEY FOOT

-D ec -2

7:

A M

C

U se rs \y th ao

.t ru on g\

D es kt op

\P ro je ct s\

ID

F

LA

P C an yo n

M U

LT

I(

1) \9

5%

In di an a_

O rc ha rd s_ co nt ro ls he et .x ls x]

Sh ee t

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

PROJECT

D.1ID FLAP CANYON MULTI(1)

SHEET

SURVEY CONTROL

:1

A p r il

E

A R

T H

W O

R K

T A

B L

E p w

-w o rk \d

\I

D

F L

A P

C a n y o n

M U

L T

I( p ln

D

O rc h a rd

.d g n

Sheet 1 of 2

TABULATION OF QUANTITIES

PROJECT

D.2

:2

A p r il

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

IE

S p w

-w o rk \d

\I

D

F L

A P

C a n y o n

M U

L T

I( p ln

D

O rc h a rd

.d g n

Sheet 2 of 2

TABULATION OF QUANTITIES

PROJECT

D.3

.0

R T

.0

R T

.0

L T

.0

L T

.0

R T

W

JH

H&T

JH

P I N

E

P I N

E

P I N

E

WV

CP

21102

5/8" IR W/FHWA ALUM CAP

JB

JB

N

See Section H

Three-sided precast reinforced concrete box culvert at Forest Canal

E = 2367016.62

N = 704679.06

"MAIN 01" 100+80

SCHEDULE A & B

BEGIN ROADWAY RECONSTRUCTION

BEGIN PROJECT

Slope stake limits to be constructed

"MAIN 01" Line

Edges of gravel shoulder

Edges of paved shoulder

Existing ground

Profile grade

EL 2549.40

End culvert

102+26.40

EL 2549.81

Begin culvert

102+01.29

Construction limit

Construction limit for culvert

Slope stake limits e = NC

L = 232.53'

T = 116.74'

R = 1,050.00'

Δ = 12°41'19" (RT)

PI 103+04.55

N80°36'35"E

.8

98+00 99+00 100+00 101+00 102+00 103+00

2,540 2,540

2,550 2,550

2,560 2,560

,5

.8

,5

.9

-1.65%

-3.80%

-3.50%

.6

.0

.8

.0

' VC100

46K =

'551SSD =

' VC120

65K =

'3023HLSD =

,5

.4

ORCHARD AVENUE

R

IV

E R

S

ID

E R

O A

D

LEGEND:

HLSD = Headlight Sight Distance

Asphalt concrete pavement surfacing

Roadway aggregate surfacing 3. Field adjust fence location as directed by the CO.

2. Do not disturb existing culverts unless otherwise noted.

1. See Section F for utility owner contact information, and removal and reset of utility work.

NOTE:

(SCHEDULE A & B)

100+80 TO 103+50

PLAN-PROFILE ORCHARD AVENUE

:3

A p ri l

P la n -P ro fi le

O rc h a rd A v e n u e t o p w

-w o rk

\d \I D

F

L A

P C a n y o n M

U L T

I( p ln

D

O rc h a rd

.d g n

PROJECT

D.4

R T

.0

, L

T .0

6.

0%

R T

2.

0%

L T

.9

L T

.8

L T

.4

L T

.8

L T

S86°42'06"E S84°41'39"E

O

U T

L E

T

I

N L E

T

O

U T

L E

T

I

N L E

T

O

U T

L E

T

I

N L E

T

Y T I L I T U

D

I R

B

G N I N R A W

TP

O

U T

L E

T

JH

O

U T L E T

I

N L E

T

SP

O

U T

L E

T

TP

SP

SP

SP

IN

L E T

X2

SP

X

WF

SP

SP

CP

21103

/8

I

R W

/F H

W A

A L

U M

C A

P

24" SPRUCE

O

U T

L E

T

SP

SP

24" SPRUCE

JH

H&T

I

N L E

T

TP

TP

24" PINE

48" COTTONWOOD

N

106+00

Orchard Avenue

Begin shoulder widening

End roadway reconstruction

Slope stake limits

Edges of paved shoulder

Edges of gravel shoulder

"MAIN 01" Line to be constructed

Existing ground

Profile grade

See Section H

Ditch reconditioning

Cleaning culvert in place

106+20

Tie to existing

Begin fence, barb-less wire, 4-strand

106+85, 26' RT

Protect culvert in place e = N/A

'232.53L =

'116.74T =

'1,050.00R =

(RT)12°41'19"Δ =

103+04.55PI

e = N/A '175.19L = '87.60T = '5,000.00R =

(RT)02°00'27"Δ =

107+27.97PI

e = N/A '214.44L = '108.42T = '590.00R =

(RT)20°49'29"Δ =

110+18.01PI

.3

.5

2,530 2,530

2,540 2,540

2,550 2,550

2,560 2,560

,5

.3

5-3.80%

-1.58%

.5

.0

' VC150

68K =

'784HLSD =

ORCHARD AVENUE

LEGEND:

HLSD = Headlight Sight Distance

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

104+00 105+00 106+00 107+00 108+00 109+00

(SCHEDULE A & B)

103+50 TO 109+00

PLAN-PROFILE ORCHARD AVENUE

:2

A p ri l

P la n -P ro fi le

O rc h a rd A v e n u e t o p w

-w o rk

\d \I D

F

L A

P C a n y o n M

U L T

I( p ln

D

O rc h a rd

.d g n

PROJECT

D.5

L T

.0

L T

.2

L T

.6

L T

O

U T L E

T

I

N L E

T

CP

I

R W

F

H W

A A

L U

M C

A P

N

.0

L T

.0

L T

.4

L T

S84 °41 '39

"E

S63°52'10"E e = N/A

'214.44L =

'108.42T =

'590.00R =

(RT)20°49'29"Δ =

110+18.01PI

e = N/A '257.18L = '128.60T = '7,000.00R =

(LT)02°06'18"Δ =

114+08.93PI

S65°58'29"E

9 1

SP

SP

SP

CP

/8

" IR

W /F

H W

A A

L U

M C

A P

SP

N

Edges of paved shoulder

Edges of gravel shoulder

Edges of paved shoulder Edges of gravel shoulder

"MAIN 01" Line to be constructed

"MAIN 01" Line to be constructed

Slope stake limits

Slope stake limits

"APPR 01"

"APPR 01"

Tie to existing End fence, barb-less wire, 4-strand

117+75, 25' RT

Begin fence, barb-less wire, 4-strand

115+10, 18' RT

End fence, barb-less wire, 4-strand

115+00, 18' RT

"APPR 01" 1+00

"MAIN 01" 115+04 =

115+23, 25' RT

114+80, 27' RT

Field adjust as directed by CO Fence, barb-less wire, 4-strand 112+80, 28.5' RTField adjust as directed by CO

Fence, barb-less wire, 4-strand

111+33.30, 26' RT

e = N/A '257.18L = '128.60T = '7,000.00R =

(LT)02°06'18"Δ =

114+08.93PI

e = N/A '230.90L = '115.68T = '1,500.00R =

(LT)08°49'11"Δ =

119+02.81PI

.1

9 1

ORCHARD AVENUE

ORCHARD AVENUE

B e g in l a n e s h if t ta p e r

R T

B e g in s h o u ld e r ta p e r

E n d l a n e s h if t ta p e r

B e g in l a n e s h if t ta p e r

E n d l a n e s h if t ta p e r

FOOTPATH

NECK

MURPHY'S

FOOTPATH

MURPHY'S NECK

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

.1

R T

E n d s h o u ld e r ta p e r

R T

B e g in s h ld r ta p e r

.5

.3

R T

E n d s h ld r ta p e r

:0

A p ri l

P la n -P la n O rc h a rd

A v e n u e t o p w

-w o rk

\d \I D

F

L A

P C a n y o n M

U L T

I( p ln

D

O rc h a rd

.d g n

(SCHEDULE A & B)

109+00 TO 120+60

PLAN-PLAN ORCHARD AVENUE

PROJECT

D.6

L T

.0

L

T

.0

L

T

.6

R

T

S74°47'39"E

TP161

CP

I

R W

F

H W

A A

L U

M C

A P

TP

M

ETER

W

ATER

M

ETER

W

ATER

N

.0

R T

, L

T F

A R

M W

A Y R

O A

D

.0

R T

L T

.4

L T

.8

R T

8.

0%

R T

P I

.0

Y T I L I

I

R

I

N R A

W

G A

S

PLASTIC

P L

A S

T I C

O

U T

L E

T

IN

L E

T

SP

SP

O

U T

L E

T

SP

X X

CP

I

R W

F

H W

A A

L U

M C

A P

I

N L E

T

TP

TP

Y T I L I

I

R

I

N R A

W

G A

S

P L

A S

T

IC

N

Edges of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

"MAIN 01" Line to be constructed

"MAIN 01" Line to be constructed

Slope stake limits

Slope stake limits

See Section H

Ditch reconditioning

129+80

See Section H

Ditch reconditioning

Cleaning culvert in place

130+20

127+20, LT

Tie to Farmway Road

End shoulder widening

127+80, LT

Tie to Farmway Road

Begin shoulder widening

S74°47'39"E S74°24'34"E

ORCHARD AVENUE

ORCHARD AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:2

F e b r u a r y

P la n

P la n

O r c h a r d

A v e n u e t o p w

-w o rk \d

\I

D

F L

A P

C a n y o n

M U

L T

I( p ln

D

O rc h a rd

.d g n

(SCHEDULE A & B)

120+60 TO 132+20

PLAN-PLAN ORCHARD AVENUE

PROJECT

D.7

R T

7.

0%

R T

.3

R T

E

C L I P S

E D

R I V

E

L T

12"

P L

A S

T I C

PC

Y P

C , S

K I N

N E

R P

L S

3RAIL PLASTIC

TP+

R

A I L P

L A

S T I C

U G V

A U

L T

CP

I

R W

F

H W

A A

L U

M C

A P

Y T I L I

I

R

I

N R A

W

G A

S

++ PLPL

PLASTIC

N

6.

0%

R T

6.

0%

R

T

M

O O

N S

T R

U C

K D

R I V

E

L T

R

T

S74°24'34"E

S74°24'34"E

SP

WV

3 RAIL PLASTIC

CP

I

R W

F

H W

A A

L U

M C

A P

+1

PC

Y P

C , P

L S

N

Edges of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

"MAIN 01" Line to be constructed

"MAIN 01" Line to be constructed

Slope stake limits

Slope stake limits

See Section H

End section for 12" pipe culvert

Ditch reconditioning

136+20

137+25, LT

Tie to Eclipse Drive

End shoulder widening

138+07, LT

Tie to Eclipse Drive

Begin shoulder widening

ORCHARD AVENUE

ORCHARD AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:0

M a r c h

P la n

P la n

O r c h a r d

A v e n u e t o p w

-w o rk \d

\I

D

F L

A P

C a n y o n

M U

L T

I( p ln

D

O rc h a rd

.d g n

(SCHEDULE A & B)

132+20 TO 143+80

PLAN-PLAN ORCHARD AVENUE

PROJECT

D.8

L

T

.0

R T

.8

R

T

.8

R

T

O

U T

L E

T

I

N L E

T

O

U T

L E

T

I

N L E

T

Y T I L I

I

R

I

N R A

W

G A

S

SP

3 RAIL PLASTIC

SP

L O

G

SP

O U

T L E

T A

P P

R O

X I

M A

T E

WV

I

N L E

T

SP

B

R O

K E

SP++

SP

SP

O

U T

L E

T

I

N L E

T

SP+

Y T I L I

I

R

I

N R A

W

G A

S

N

.8

L

T

R

T

R

T

.0

R

T

.5

R

T

R

T

, L

T .0

, L

T .8

.0

R

T

S74°24'34"E

SP

O

U T

L E

T

I

R W

F

H W

A A

L U

M C

A P

M E

T A

L

I

N L E

T

METAL

SP

METAL

JB

SP

3 RAIL PLASTIC

G A

S

Y T I L I

I

R

I

N R A

W

IR

P

P C

Y T I L I

I

R

I

N R A

W

G A

S

P A

V E

R

+ P A

V E

R

SP

VALVE

WATER

I

R R I G

A T I O

N V

A L V

E C

O V

E R

CP

I

R W

F

H W

A A

L U

M C

A P

SP

+SP

SP

N

Edges of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

"MAIN 01" Line to be constructed

"MAIN 01" Line to be constructed

See Section H

Ditch reconditioning

143+95

See Section H

Ditch reconditioning

Cleaning culvert in place

150+00

Slope stake limits

Slope stake limits

Protect culvert in place

S74°24'34"E

ORCHARD AVENUE

ORCHARD AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:2

F e b r u a r y

P la n

P la n

O r c h a r d

A v e n u e t o p w

-w o rk \d

\I

D

F L

A P

C a n y o n

M U

L T

I( p ln

D

O rc h a rd

.d g n

(SCHEDULE A & B)

143+80 TO 155+40

PLAN-PLAN ORCHARD AVENUE

PROJECT

D.9

6.

0%

R

T

5.

7%

R

T

, L

T

.7

R

T

.0

R

T

, L

T .7

P I

.5

I

N L E

T

O

U T

L E

T

+PLASTIC RAIL

METAL

SP

Y T I L I

I

R

I

N R A

W

GAS

METAL

O

U T

L E

T

I

N L E

T

METAL

IR

PLASTIC RAIL

TP

X X

CP

I

R W

F

H W

A A

L U

M C

A P

N

.5

R

T

W I D

G E

O N A

V E

N U

E

L T

(O S

P R

E Y

P L

A C

E

L

T

S74°24'34"E S74°15'35"E

P I

.1

S74°17'59"ES74°15'35"E

O

U T

L E

T

I

N L E

T

CP

Y T I L I

I

R

I

N R A

W

GAS

N

Slope stake limits

Edges of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

"MAIN 01" Line to be constructed

"MAIN 01" Line to be constructed

See Section H

Ditch reconditioning

156+70

See Section H

Ditch reconditioning in place

Cleaning culvert

161+50

See Section H

End section for 12-inch pipe culvert

Ditch reconditioning

Cleaning culvert in place

165+15

Slope stake limits

ORCHARD AVENUE

ORCHARD AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:2

F e b r u a r y

P la n

P la n

O r c h a r d

A v e n u e t o p w

-w o rk \d

\I

D

F L

A P

C a n y o n

M U

L T

I( p ln

D

O rc h a rd

.d g n

(SCHEDULE A & B)

155+40 TO 167+00

PLAN-PLAN ORCHARD AVENUE

PROJECT

D.10

(T

A L

A V

E

L

T

.0

R

T

S74°17'59"E

Y T I L I

I

R

I

N R A

W

GAS

Y T I L I

I

R

I

N R A

W

GAS

N

.0

L

T

.0

L

T

1 1

S74°17'59"E

PC

R

PC

CP

I

R W

F

H W

A A

L U

M C

A P

SP

IR

1\2

"IR

N

Slope stake limits

Slope stake limits

Edges of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

"MAIN 01" Line to be constructed

"MAIN 01" Line to be constructed

171+60, LT

Tie to Teal Ave.

End shoulder widening

172+40, LT

Tie to Teal Ave.

Begin shoulder widening e = N/A

'361.53L =

'180.89T =

'4,000.00R =

(LT)05°10'43"Δ =

179+54.81PI

.9

PC

ORCHARD AVENUE

ORCHARD AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:2

F e b ru a ry

P la n -P la n O rc h a rd

A v e n u e t o p w

-w o rk

\d \I D

F

L A

P C a n y o n M

U L T

I( p ln

D

O rc h a rd

.d g n

(SCHEDULE A & B)

167+00 TO 178+60

PLAN-PLAN ORCHARD AVENUE

PROJECT

D.11

.0

L T

.6

L

T

S

T

H A

V E

N U

E

L T

.0

R T

S79°28'42"E

O

U T

L E

T

Y T I L I

I R

I N R A

W

G A

S

I

N L E

T

IR

Y

P C

PLASTIC RAIL

SP

CP

I

R W

F

H W

A A

L U

M C

A P

SP

PLASTIC RAIL

SP

N e = N/A

L = 361.53'

T = 180.89'

R = 4,000.00'

Δ = 05°10'43" (LT)

PI 179+54.81

.4

S79°28'42"E

SP

SP

SP

SP

SP SP

N

Slope stake limits

Slope stake limits

Edge of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

"MAIN 01" Line to be constructed

"MAIN 01" Line to be constructed

See Section H End section for 12-inch pipe culvert Ditch reconditioning Cleaning culvert in place 181+90

182+72, LT

Tie to S. 10th Avenue Begin shoulder widening

181+80, LT

Tie to S. 10th Avenue End shoulder widening

Tie to existing Begin fence, barb-less wire, 4-strand, 182+45, 25' RT

Fence, barb-less wire, 4-strand

ORCHARD AVENUE

ORCHARD AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:0

A p ri l

P la n -P la n O rc h a rd

A v e n u e t o p w

-w o rk

\d \I D

F

L A

P C a n y o n M

U L T

I( p ln

D

O rc h a rd

.d g n

(SCHEDULE A & B)

178+60 TO 190+20

PLAN-PLAN ORCHARD AVENUE

PROJECT

D.12

(M

L L

A R

D P

A R

K

L

T

S79°28'42"E

O

U T

L E

T

I

N L E

T

SP

VALVE

WATER

SP

SP

AC

.5

R

E F E

R E

N C

E M

O N

U M

E N

T

Y T I L I

I R

I N R A

W

G A

S

G

G

V A

L V

E L I D

S

G A

S H

I G

H L I N

E

AC

.5

R

E F E

R E

N C

E M

O N

U M

N E

T

N

O

U T

L E

T

IN

L E

T

Y T I L I

I R

I N R A

W

GAS

N

Edge of paved shoulder

Edges of paved shoulder Edges of gravel shoulder

Edge of gravel shoulder

"MAIN 01" Line to be constructed

"MAIN 01" Line to be constructed

Slope stake limits

Slope stake limit

See Section H

End section for 12-inch pipe culvert

Ditch reconditioning

Cleaning culvert in place

193+10

195+00, LT

Tie to Passero Ridge development

End shoulder widening

S H I P

W A

T C

H A

V E

Fence, barb-less wire, 4-strand

Fence, barb-less wire, 4-strand

S79°28'42"E

ORCHARD AVENUE

ORCHARD AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:0

A p r il

P la n

P la n

O r c h a r d

A v e n u e t o p w

-w o rk \d

\I

D

F L

A P

C a n y o n

M U

L T

I( p ln

D

O rc h a rd

.d g n

(SCHEDULE A & B)

190+20 TO 201+80

PLAN-PLAN ORCHARD AVENUE

PROJECT

D.13

S79°28'42"E

P L S

3" RM

Y T I L I

I R

I N R A W

GAS

WATER24"

CP

21114

5/8" IR

W/FHWA ALUM CAP

3" RM

N

(M O

N T

A N

A A

V E

N U

E

L

T e = N/A

L = 463.40'

T = 232.49'

R = 2,300.00'

Δ = 11°32'38" (LT)

PI 205+91.23

.7

6 2

N88°58'40"E

" B

U R

IE

D

IN

L E T

O U

T L E T

DI

IN

L E T

BC

B C

S /S

J-

J- B P

L S

VALVE

WATER+

Y T I L I T U

D E I R U B

G N I N R A W

GAS

N

Slope stake limit

Slope stake limits

Edges of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

"MAIN 01" Line to be constructed

"MAIN 01" Line to be constructed

203+80, LT

Tie to Passero Ridge development Begin shoulder widening

209+00, LT

Tie to Montana Avenue End shoulder widening

209+90, LT

Tie to Montana Avenue Begin shoulder widening

Tie to existing End fence, barb-less wire, 4-strand

205+30, 26' RT

e = N/A '463.40L = '232.49T = '2,300.00R =

(LT)11°32'38"Δ =

205+91.23PI

.1

PT

ORCHARD AVENUE

ORCHARD AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:0

A p ri l

P la n -P la n O rc h a rd

A v e n u e t o p w

-w o rk

\d \I D

F

L A

P C a n y o n M

U L T

I( p ln

D

O rc h a rd

.d g n

(SCHEDULE A & B)

201+80 TO 213+40

PLAN-PLAN ORCHARD AVENUE

PROJECT

D.14

.0

L

T

N88°58'40"E

O

U T

L E

T

I

N L E

T

Y T I L I T U

D E I R U B

G N I N R A W

GAS

O

U T

L E

T

N

.0

L

T

.4

L

T (V

A L

L I

H I

L A

N E

R

T

R

T

, LT 2

, LT

N88°58'40"E

O

U T

L E

T

I

N L E

T

CP

21115

I

R W

F

H W

A A

L U

M C

A P

VINYL

Y T I L I T U

D E I R U B

G N I N R A W

G A

S

N

Slope stake limits

Edges of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

"MAIN 01" Line to be constructed

"MAIN 01" Line to be constructed

Slope stake limits

See Section H

End section for 12-inch pipe culvert

Ditch reconditioning

Cleaning culvert in place

219+40

222+17, RT

Tie to Valli Hi Lane

End shoulder widening

222+70, RT

Tie to Valli Hi Lane

Begin shoulder widening

224+00, RT

Tie to existing pavement

Begin shoulder widening

224+81, RT

Tie to existing pavement

End shoulder widening

223+35, LT

Tie to existing pavement

End shoulder widening

ORCHARD AVENUE

ORCHARD AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:2

F e b r u a r y

P la n

P la n

O r c h a r d

A v e n u e t o p w

-w o rk \d

\I

D

F L

A P

C a n y o n

M U

L T

I( p ln

D

O rc h a rd

.d g n

(SCHEDULE A & B)

213+40 TO 225+00

PLAN-PLAN ORCHARD AVENUE

PROJECT

D.15

, LT

B I L L

O W W

A Y

N89°46'20"E

PC

+JB

+ PC

PC

PC

PC

PC

Y T I L I T U

D E I R U B

G N I N R A W

GAS

CP

21115

I

R W

F

H W

A A

L U

M C

A P

N

N89°46'20"E

12" OUTLET

APPROACH

FIELD

I

N L E

T

P

V C

24" CONCRETE

+ CONCRETE

GPS

21116

5/8" IR W/FHWA ALUM CAP

VALVE

WATER

VALVE

WATER

SD

VALVE

WATER

VALVE

WATER

R

A I L P

L A

S T I C

TP

STEEL

Y T I L I T U

D E I R U B

G N I N R A W

GAS

PLASTIC

Y T I L I T U

D E I R U B

G N I N R A W

G A

S

SD

VINYL

R

A I L P

L A

S T I C

SD

DI

+DIDI

+DI

TP

JB

22 23

N

Slope stake limit

Edges of paved shoulder

Edge of paved shoulder

Edges of gravel shoulder

Edge of gravel shoulder

"MAIN 01" Line to be constructed

"MAIN 01" Line to be constructed

235+00, RT

Orchard Avenue

End shoulder widening

EL 2539.00

E 2380144.79

N 702220.86

"MAIN 02" 90+64.87 (SCHEDULE B)

"MAIN 01" 235+57.68 (SCHEDULES A & B)=

END PROJECT

227+95, LT

Tie to Billow Way

End shoulder widening

Slope stake limits

"MAIN 02"

234+85, RT

See Section H

Inlet adjustment

225+52, LT

Tie to existing shoulder

Begin shoulder widening

N '0

E

ORCHARD AVENUE

ORCHARD AVENUE

P I

.2

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:1

A p r il

P la n P la n O r c h a r d A v e n u e t o

.6 p w

-w o rk \d

\I

D

F L

A P

C a n y o n

M U

L T

I( p ln

D

O rc h a rd

.d g n

(SCHEDULE A & B)

225+00 TO 235+57.68

PLAN-PLAN ORCHARD AVENUE

PROJECT

D.16

L

T

N00°48'14"E

N01°14'08"E

10 11 12 13

E M

O

U T

L E

T

S T

E E

L

J B

I

N L E

T

O U

T L E

T B

U R I E

D

G P S

N

L

T

.2

R

T

1010 11 12 13

N00°48'14"E

I

N L E

T B

U R I E

D

S P

E E

D L I

M I T

S T

O P A

H E

A D

T P

R L

Y T I L I T U D E I R U B G N I N R A W

P H

O N

E V

A U

L T

N

Edges of paved shoulderEdges of gravel shoulder

Slope stake limits

Slope stake limits

"MAIN 02" Line to be constructed

"MAIN 02" Line to be constructed

Edges of paved shoulder

Edges of gravel shoulderBEGIN CONSTRUCTION

See Section H

End sections for 12-inch pipe culvert

Cleaning culvert in place

Ditch reconditioning

13+60

11+55

Match existing

Begin shoulder widening

INDIANA AVENUE

INDIANA AVENUE

R O

O S

E V

E L

T A

V E

P I

.1

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

E = 2380053.61

N = 694273.53

NOTE: Protect all culverts in place unless otherwise noted.

"MAIN 02" 11+17.00

SCHEDULE B

:3

A p r il

P la n

P la n

I n d ia n a A v e n u e t o p w

-w o rk

\d \I

D F

L A

P C a n y o n M

U L

T I( p ln

D

I n d ia n a .d g n

(SCHEDULE B)

11+17 TO 19+60

PLAN-PLAN INDIANA AVENUE

PROJECT

D.17

.0

R

T

.5

R

T

.0

R

T

20 2520 21 22 23 24 25

R U

B B

E R , O

U T

L E

T

I

N L E

T

Y T I L I T U D E I R U B G N I N R A W

P H

O N

E V

A U

L T

C R

U S

H E

D

C O

N C

R E

T E D

I T

C H

P C

C .L .S . C

P T R

E D

P H

O N

E V

A U

L T

+ + C P

I

R W

F

H W

A A

L U

M C

A P

T P

N

R T

.7

L T

20 25

N00°48'14"E N00°55'40"E

20 21 22 23 24 25

N00°55'40"E

26 27 28 29 30 31

T P

O

U T

L E

T

I

N L E

T

F I L L E

D

L A

N D

S C

A P

E L

A N

D S

C A

P E

L A

N D

S C

A P

E

C P

I

R W

F

H W

A A

L U

M C

A P

R U

B B

E R , O

U T

L E

T

I

N L E

T

T

O P O

F P I P

E

C R

U S

H E

D

N

"MAIN 02" Line to be constructed

"MAIN 02" Line to be constructed

Slope stake limits

Slope stake limit

Edges of paved shoulder

Edge of paved shoulder

Edges of gravel shoulder

Edge of gravel shoulder

25+40, RT

Tie to Horizon Ridge subdivision

End shoulder widening

5' x 30'

Asphalt Concrete Pavement Patch, Type 1

27+58 to 27+88

5' x 308'

Pavement Patch, Type 2

Asphalt Concrete

24+50 to 27+58

N00°55'40"E N00°26'53"E

26 27 28 29 30 31

INDIANA AVENUE

INDIANA AVENUE

P I

.9

P I

.9

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

Asphalt Concrete Pavement Patch, Type 1

Asphalt Concrete Pavement Patch, Type 2

:1

F e b r u a r y

P la n

P la n

I n d ia n a A v e n u e t o p w

-w o rk

\d \I

D F

L A

P C a n y o n M

U L

T I( p ln

D

I n d ia n a .d g n

(SCHEDULE B)

19+60 TO 31+20

PLAN-PLAN INDIANA AVENUE

PROJECT

D.18

.7

L T

.3

L T

N00°26'53"E

T P

I

N L E

T B

U R

R I E

D

N

.2

L

T

L

O N

E S

T A

R R

O A

D

R

T

4037 38 39 40 41 42

C

O N

C R

E T

E

O

U T

L E

T

O U

T L E

T

C O

N C

R E

T E

O

U T

L E

T

I

N L E

T

I

N L E

T

Y T I L I T U D E I R U B G N I N R A W

U G G

A S

S T

O P I

N D I A

N A L

O N

E S

T A

R

+A P P

R O

A C

H

F I E

L D

Y T I L I T U D E I R U B G N I N R A W

G A

S

F P

F P

A R

R O

W

Y T I L I T U D E I R U B G N I N R A W

G A

S

Y T I L I T U D E I R U B G N I N R A W

U G

G A

S

N

Do not disturb

Existing irrigation standpipe

Do not disturb

Existing irrigation ditch

"MAIN 02" Line to be constructed

"MAIN 02" Line to be constructed

Slope stake limits

Edge of paved shoulder

Edges of paved shoulder

Edge of gravel shoulder

Edges of gravel shoulder

38+05, RT

Tie to Lone Star Road

Begin shoulder widening

Slope stake limits See Section H

End sections for 18-inch pipe culvert

Cleaning culvert in place

Ditch reconditioning

33+90

N00°26'53"E N00°38'07"E

37 38 39 40 41 42

INDIANA AVENUE

INDIANA AVENUE

P I

.4

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:1

F e b r u a r y

P la n

P la n

I n d ia n a A v e n u e t o p w

-w o rk

\d \I

D F

L A

P C a n y o n M

U L

T I( p ln

D

I n d ia n a .d g n

(SCHEDULE B)

31+20 TO 42+80

PLAN-PLAN INDIANA AVENUE

PROJECT

D.19

.0

R

T

C

M P

O

U T

L E

T

I

N L E

T

O

U T

L E

T

C P

I

R W

F

H W

A A

L U

M C

A P

I

N L E

T

F I E

L D A

P P

R O

A C

H

T

O P O

F P I P

E

.6

.4

N

.1

R

T

.5

L T

.5

R

T

N00°38'07"E

I N

L E

T

I

N L E

T

W V

W V

F I E

L D A

P P

R O

A C

H

F I E

L D A

P P

R O

A C

H

A P

R O

X I

M A

T E

I

N L E

T

O

U T

L E

T

I

N L E

T

T P

.9

Y T I L I T U D E I R U B G N I N R A W

G A

S

Y T I L I T U D E I R U B G N I N R A W

G A

S

N

Do not disturb

Existing irrigation ditch

Do not disturb

Existing irrigation standpipe

"MAIN 02" Line to be constructed

"MAIN 02" Line to be constructed

Edges of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

Slope stake limits

Slope stake limits

See Section H

Cleaning culvert in place

51+00

N00°38'07"E

INDIANA AVENUE

INDIANA AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:1

F e b r u a r y

P la n

P la n

I n d ia n a A v e n u e t o p w

-w o rk

\d \I

D F

L A

P C a n y o n M

U L

T I( p ln

D

I n d ia n a .d g n

(SCHEDULE B)

42+80 TO 54+40

PLAN-PLAN INDIANA AVENUE

PROJECT

D.20

R

T

.2

R

T

.6

R

T

Y T I L I T U D E I R U B G N I N R A W

G A

S

O

U T

L E

T

F I E

L D A

P P

R O

A C

H

W V

I N

L E

T

O

U T

L E

T

W V+

W V

N

.0

R

T

.1

L T

.9

L T

N00°38'07"E

E M

W V

P U

M P

O

U T

L E

T

I

N L E

T

I

N L E

T +

I

N L E

T +

I

N L E

T

M D

R S F I

K

D I

+ J

B

W A T E R8

N

Do not disturb

Existing irrigation ditch

Do not disturb

Existing irrigation ditch

Do not disturb

Existing irrigation ditch

Do not disturb

Existing irrigation ditch

"MAIN 02" Line to be constructed

"MAIN 02" Line to be constructed

Edges of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

Slope stake limits

Slope stake limits

N00°38'07"E

INDIANA AVENUE

INDIANA AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:1

F e b r u a r y

P la n

P la n

I n d ia n a A v e n u e t o p w

-w o rk

\d \I

D F

L A

P C a n y o n M

U L

T I( p ln

D

I n d ia n a .d g n

(SCHEDULE B)

54+40 TO 66+00

PLAN-PLAN INDIANA AVENUE

PROJECT

D.21

N00°38'07"E

Y T I L I T U D E I R U B G N I N R A W

G A

S

I

R O

N

W A T E R8

C

O N

C R

E T

E

W F

Y T I L I T U D E I R U B G N I N R A W

G A

S

C P

8 5 I

R W

F

H W

A A

L U

M C

A P

N

.8

L T

.0

R

T

W F

B

R O

K E

N

W

V

I

N L E

T

O

U T

L E

T

.5

N

Do not disturb

Existing irrigation standpipe

Do not disturb

Existing irrigation standpipe

"MAIN 02" Line to be constructed

"MAIN 02" Line to be constructed

Slope stake limits Edges of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

Slope stake limits

N00°38'07"E

INDIANA AVENUE

INDIANA AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:1

F e b r u a r y

P la n

P la n

I n d ia n a A v e n u e t o p w

-w o rk

\d \I

D F

L A

P C a n y o n M

U L

T I( p ln

D

I n d ia n a .d g n

(SCHEDULE B)

66+00 TO 77+60

PLAN-PLAN INDIANA AVENUE

PROJECT

D.22

8.

0%

R

T

D U

C T I L E iR

O N P I P

E

C O

R R

R I G

A T

E M

E T

A L P I P

E

C O

N C

R E

T E

B

U R

R I E

D

+ 1 I

N L E

T

Y T I L I T U D E I R U B G N I N R A W

G A

SW

F

W A T E R8

O

U T

L E

T

PLASTIC

T P

E M

Y T I L I T U D E I R U B G N I N R A W

G A

S

N

.2

R

T

N00°38'07"E

P U

M P H

O U

S E

J B

S T

O P A

H E

A D

S P

E E

D

C O

N C

R E

T E P

V C

B U

R I E

D

Y T I L I T U D E I R U B G N I N R A W

G A

S

P M

P

W

+P C

R P

C , C

O N

T R

O L P

O I N

T

I

R O

N

G P S

I

R W

F

H W

A A

L U

M C

A P

++E

M

.0

.4

N

Do not disturb

Existing irrigation ditch

"MAIN 02" Line to be constructed

"MAIN 02" Line to be constructed

Slope stake limits

Slope stake limits

Edges of paved shoulder

Edges of paved shoulder

Edges of gravel shoulder

Edges of gravel shoulder

See Section H

Cleaning culvert in place

81+35

Do not disturb

Existing irrigation ditch

N00°38'07"E

INDIANA AVENUE

INDIANA AVENUE

LEGEND:

Asphalt concrete pavement surfacing

Roadway aggregate surfacing

:3

A p r il

P la n

P la n

I n d ia n a A v e n u e t o p w

-w o rk

\d \I

D F

L A

P C a n y o n M

U L

T I( p ln

D

I n d ia n a .d g n

(SCHEDULE B)

77+60 TO 89+20

PLAN-PLAN INDIANA AVENUE

PROJECT

D.23

+1 O

U T

L E

T

A P P

R O

A C

H

F I E

L D

12" INLET

S T

O P

S T

O P

C O

N C

R E

T E

G P S

S T

O P

STOP

3 RAIL PLASTIC

STOP

S T

E E

L

P L

A S

T I C

V I N

Y L

3 RAIL PLASTIC

VINYL

D I

D

ID