100__Plan_Set_Riverside_Rd.pdf

INDEX TO SHEETS

INDEX TO SHEETS INDEX TO SHEETS

F. EROSION CONTROL

E. APPROACH ROADS

D. PLAN-PROFILE

C. TYPICAL SECTIONS

B. SUMMARIES

A. GENERAL INFORMATION

J. PERMANENT TRAFFIC CONTROL PLAN

I. TEMPORARY TRAFFIC CONTROL PLAN

H. SAFETY FEATURES

G. DRAINAGE

F.9

F.2-8

F.1

E.8

E.7

E.6

E.5

E.3-4

E.2

E.1

D.23

D.22

D.20-21

D.14-19

D.12-13

D.2-11

D.1

C.2-5

C.1

B.1-2

A.4

A.3

A.2

A.1

STD DRWG. W157-21, FIBER ROLL

EROSION CONTROL PLANS

TABULATION OF EROSION CONTROL QUANTITIES

RAISED ISLAND DETAILS

LOWELL ROAD APPROACH LAYOUT

WALKER LAKE ROAD APPROACH LAYOUT

MINOR APPROACH DETAILS

APPROACH ROAD PLAN AND PROFILE

APPROACH ROAD TYPICAL SECTIONS

TABULATION OF APPROACH ROAD QUANTITIES

SURVEY CONTROL

DAM MONITORING POINT CASE AND COVER DETAIL

PLAN - 1275+50 TO 1310+97.97

PLAN AND PROFILE - 1201+48.00 TO 1275.50.00

PLAN AND PROFILE - 151+00 TO 176+30.85

PLAN AND PROFILE - 16+52.56 TO 151+00.00

TABULATION OF PLAN QUANTITIES

TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

J.20

J.19

J.18

J.17

J.7-16

J.1-6

I.9

I.6-8

I.4-5

I.2-3

I.1

H.2

H.1

G.9

G.8

G.7

G.2-6

G.1

A.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d id a a b .d g n

ID CANYON 2013(1)

A

M

J a n u a r y

B

V in c e n t

K .P a r k e r

C h e c k e d b y

D e s ig n e d b y

LOWELL ROAD INTERSECTION STRIPING DETAIL

CENTER TURN LANE DETAIL

LINEAR PAVEMENT MARKINGS DETAIL

STEEL SIGN POST

PERMANENT SIGN INSTALLATION DETAILS -

PERMANENT TRAFFIC CONTROL PLANS

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL

SIGN PANEL DETAILS

STANDARD DRAWINGS AND DETAILS

DETOUR PLAN

ADVANCE SIGNING PLAN

QUANTITIES

TABULATION OF TEMPORARY TRAFFIC CONTROL

GUARDRAIL TERMINAL STANDARD DRAWING

G4 W-BEAM GUARDRAIL STEEL POSTS DETAIL

RIPRAP DOWNDRAIN DETAILS

STORM DRAIN PROFILE

INLET TYPE 6B DETAILS

STANDARD DRAWINGS

TABULATION OF DRAINAGE QUANTITIES

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material P

J u n e

U

S C m y fi le s p w p r o d u c ti o n d id a a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 CANYON 2013(1) ID

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

VICINITY MAP

Marsing Rd.

Lowell Rd.

Houlk Rd.

Pear Ln.

W. Orchard Ave.

C h ic k e n D in n e r R d

C h ic k e n D in n e r R d

M a lt R d

F a r m w a y R d

S th A v e

S

M o n ta n a A v e

R iv e r s id e R d

R iv e rs id e R d

Lake Shore Drive

Lake Shore Drive

L a k e S h o r e D r iv e P e r c h R d

P e c a n L n

9 miles

To Nampa

2 m ile s

To M ar sin g

SCALE IN MILES

0 11 2

END PROJECT

BEGIN PROJECT

R iv e r s id e R d

LAKE LOWELL

LAKE LOWELL

W a lk e r L a k e R d

Hoadley Rd.

Lake Shore Drive

NATIONAL WILDLIFE REFUGE

DEER FLAT

NWR

NWR

R W

N

R W

N

RWNR

WN

R W

N

RWN

R W

N

RWN

R

W N

R W

N

RWN

RWN

RWN

R W

N

R W

N

R W

N

R W

N

RWN

R W

N

R W

N

R4W R3W

T3N

T2N

RESUME WORK

1201+48.00

SUSPEND WORK

176+30.85

1310+97.97

16+52.56

A.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a a d .d g n

ID CANYON 2013(1)

D e c e m b e r

C h e c k e d b y

D e s ig n e d b y

Sheet and Description

Section C Section D Section E Section F Section G Section I Section J

Typical Section

Plan & Profile

Approach Roads

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 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15703-1500 SOIL EROSION CONTROL, TEMPORARY SOIL TACKIFIER ACRE 4.0 0.2 4.2

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,540 80 1,620

A0160 15801-0000 WATERING FOR DUST CONTROL MGAL 700 700

A0180 20101-0000 CLEARING AND GRUBBING ACRE 8.4 0.1 0.5 9.0

A0200 20302-1200 REMOVAL OF GUARDRAIL LNFT 6,870.25 112.50 17.25 7,000.00

A0220 20401-0000 ROADWAY EXCAVATION CUYD 4,498 78 224 4,800

A0240 20411-0000 SELECT BORROW TON 6,163 22 315 6,500

A0260 20425-1000 DITCH, EXCAVATION LNFT 8 2 10

A0280 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B, WOVEN SQYD 10,410 1,040 11,450

A0300 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1, DOWNDRAIN CUYD 4 1 5

A0320 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 31,916 218 1,606 33,740

A0340 30502-0600 FULL DEPTH RECLAMATION WITH CEMENT, 6-INCH DEPTH SQYD 71,816 863 3,641 76,320

A0360 30510-0000 CEMENTITIOUS MATERIAL TON 1,155 15 120 1,290

A0380 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 18,589 241 940 19,770

A0400 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 185.9 2.4 9.7 198.0

A0420 41201-0000 TACK COAT TON 46.2 0.5 2.3 49.0

A0440 60103-0060 CONCRETE, HEADWALL FOR 12-INCH PIPE CULVERT EACH 10 10

A0460 60201-0400 12-INCH PIPE CULVERT LNFT 473 27 500

A0480 60403-1900 INLET, FLH TYPE 6B EACH 3 3

A0500 60704-0000 CLEANING CULVERT IN PLACE EACH 10 1 11

A0520 60901-0400 CURB, CONCRETE, 6-INCH DEPTH, ITD TYPE 3 LNFT 61 3 64

A0540 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 1,591 57 82 1,730

A0560 61503-3000 MEDIAN, ASPHALT SQYD 12 1 13

A0580 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS LNFT 6,850.00 112.50 62.50 7,025.00

A0600 61702-0600 TERMINAL SECTION, TYPE FLARED EACH 1 1 2

A0620 61920-2000 REMOVE AND RESET GATE EACH 5 1 6

A0640 61921-1000 REMOVE AND RESET FENCE LNFT 21 4 25

A0660 62101-0000 MONUMENT, DAM MONITORING POINT CASE AND COVER EACH 114 6 120

A0680 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A0700 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 30-INCH WIDTH HOUR 20 20

A0720 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 20 20

A0740 62201-3750 CHAIN SAW HOUR 20 20

A0760 62301-0000 GENERAL LABOR HOUR 100 100

-F eb -2

2:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 id

-a

4b a.

xl sx

]S he et

SUMMARY OF QUANTITIES

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

B.1 CANYON 2013(1) ID

NUMBER

Sheet and Description

Section C Section D Section E Section F Section G Section I Section J

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

A0780 63316-1000 REMOVE AND RESET SIGN EACH 85 5 90

A0800 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE EDGE LINE LNFT 107,899 5,401 113,300

A0820 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID YELLOW CENTERLINE LNFT 30,408 1,592 32,000

A0840 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE STOP LINE, 24-INCH WIDTH LNFT 1,212 68 1,280

A0860 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE HATCH LINE, 12-INCH WIDTH LNFT 540 30 570

A0880 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN YELLOW CENTERLINE LNFT 46,854 2,346 49,200

A0900 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED WHITE EDGE LINE LNFT 818 42 860

A0920 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW, LEFT EACH 2 2

A0940 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6

A0960 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 300 300

A0980 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 53,924 2,676 56,600

A1000 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 534 26 560

A1020 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,200 1,200

A1040 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 150 150

A1060 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 2,400 2,400

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-F eb -2

2:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 id

-a

4b a.

xl sx

]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2 CANYON 2013(1) ID

NUMBER

TYPICAL SECTION

TABULATION OF

NOTE:

1. Quantities include minor approaches. See details Sheet E.5.

C.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a c a .d g n

ID CANYON 2013(1)

D e c e m b e r

B

V in c e n t

K

P a r k e r

C h e c k e d b y

D e s ig n e d b

NO SCALE

FOOTNOTE:

1:3

1:3

LC

Travel lane

11' 11'

Shoulder

4'

Travel lane Shoulder

4'

2% Crown 2% Crown

TYPICAL SECTION NO. 1

REHABILITATION

Tack coat

SAFETY EDGE DETAIL

Second lift of asphalt

Full-depth reclamation

First lift of asphalt

Point available in survey notes

Red top

Sheet 1 of 4

TYPICAL SECTION

RIVERSIDE ROAD - 1201+48.00 to 1207+00.00

LAKE SHORE DRIVE - 16+52.56 to 151+00.00

1:3

Profile grade

1:3

5.

1:

(embankment construction)

Select borrow

Paved approach

See Note 1See Note 1 method 2

Roadway aggregate, TURNOUT DETAIL

125+10 to 125+90, RT

73+59 to 75+73, LT

See Typical Section

No.1

NOTE:

See layouts on Sheets D.6 and D.9 for widths.1.

where applicable

C le a r in g l im it

P r e s c r ip ti v e E a s e m e n t

L im it o f

25'25'

E x is ti g

LC

r e s c r ip ti v e E a s e m e n t

L im it o f

C le a r in g l im it

1:20

C le a r in g l im it s

Asphalt concrete pavement

5"7"

Tack coat e d g e o f p a v e m e n t

P r o p o s e d

Curb, concrete, 12-inch depth

See Detail A

DETAIL A

with cement 6-inch depth

Full depth reclamation with cement

Full depth reclamation

Roadway aggregate, method 2

Roadway aggreagate to cover safety edge

(will be placed by County forces under separate contract).

Roadway aggregate, method 2

Select borrow

(embankment compaction)

Roadway aggregate, method 2

See Sheet D.1 for curb locations.

Additional width for turnouts. See Turnout Detail.

method 2 as required to construct grade.

Supplement milled pavement and base with roadway aggregate, See Safety Edge Detail.

Construct slopes as shown in the Staking Report.

curve data on the plan-profile sheets.

Superelevate curves at maximum rate 'e' as indicated in the

C.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a c b .d g n

ID CANYON 2013(1)

D e c e m b e r

B

V in c e n t

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

4-inch compacted depth (placed in two lifts) aggregate size, 0.3 to <3 million ESAL, -inch nominal maximum4 3-inch to 2

Asphalt concrete pavement, gyratory mix, 145+18 to 145+60

129+29 to 131+50

119+50 to 121+25

50+85 to 51+85

NO SCALE

FOOTNOTE:

Profile grade

2% Crown 2% Crown 1:3

1:3

1:3

LC

1 1

Travel lane

Tack coat

11' 11'

C le a r in g l im it

Shoulder ShoulderTravel lane

TYPICAL SECTION NO.2

4' 4'

RECONSTRUCTION

LAKE SHORE DRIVE - 151+00.00 to 176+30.85

Sheet 2 of 4

TYPICAL SECTION

1:3

5.

1:

Separation-stabilization geotextile, class 1, type B, woven Select borrow

(embankment construction)

1:20

Asphalt concrete pavement

Shoulder

4'5"7"

See Detail B

P r e s c r ip ti v e E a s e m e n t

L im it o f

P r e s c r ip ti v e E a s e m e n t

L im it o f

E x is ti

C le a r in g l im it

LC

Separation-stabilization geotextile

25'25'

10-inch compacted depth method 2, Roadway aggregate, 4-inch compacted depth (placed in two equal lifts)

-inch nominal aggregate size, 0.3 to <3 million ESAL4

-inch or2 1Asphalt concrete pavement, gyratory mix, Curb, concrete, 12-inch depth

Tack coat

DETAIL B

Roadway aggregate, method 2

C le a r in g l im it s

Select borrow

(embankment construction)

See Sheet D.1 for curb locations.

Place geotextile at subgrade along limit of excavation.

See Safety Edge Detail, on Sheet C.2.

Construct slopes as shown in the Staking Report.

curve data on the plan and profile sheets.

Superelevate curves at maximum rate "e" as indicated in the

C.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a c c .d g n

ID CANYON 2013(1)

F e b r u a r y

B

V in c e n t

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

168+00 to 170+50

154+77 to 161+25

152+78 to 153+23

NO SCALE

REHABILITATION AND WIDENING

2% Crown

FOOTNOTE:

TYPICAL SECTION NO. 3

Install new G4 W-Beam guardrail with steel posts.

Remove existing guardrail and posts

LC

Profile grade

24' (approx.)

1 1

RIVERSIDE ROAD - 1207+00.00 to 1275+50.00

Sheet 3 of 4

TYPICAL SECTION

C le a r in g l im it

C le a r in g l im it o f p a v e m e n t

E x is ti n g e d o f p a v e m e n t

E x is ti n g e d

5.1:1 method 2, variable depth

Roadway aggregate, 3'

(embankment construction)

Select borrow

6"

2% Crown

4'

Shoulder

11'

Travel lane

11'

Travel lane

6'

Shoulder

5.1:1

Tack coat

E x is ti n g

LC

P e r s c r ip ti v e E a s e m e n t

L im it o f

L im it o f

P e r s c r ip ti v e E a s e m e n t

Existing stone masonry wall:

1206+92 to 1224+71 and

1272+75 to 1274+96

Existing concrete barrier:

1224+54 to 1272+81

25'25'

Asphalt concrete pavement, gyratory mix,12 4-inch or 3 -inch nominal maximum aggregate size, 0.3 to < 3 million ESAL, overlay 4-inch compacted depth (placed in two equal lifts) standard 6-foot post along terminals.

Use 7-foot long posts along the entire length of guardrail, use

See Safety Edge Detail on Sheet C.2.

as required to construct grade.

Supplement milled pavement with roadway aggregate method 2, Construct slopes as shown in the Staking Report.

data on the plan and profile sheets.

Superelevate curves at maximum rate 'e' as indicated in the curve

Varies separate contract to be placed by County forces under

Shoulder dressing (roadway aggregate)

C.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a c d .d g n

ID CANYON 2013(1)

O c to b e r

B

V in c e n t

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y with cement, 6-inch depth

Full depth reclamation

NO SCALE

FOOTNOTE:

1:3

LC

OVERLAY

TYPICAL SECTION NO. 4

RIVERSIDE ROAD - 1275+50.00 to 1310+97.97

11'

Travel lane

11'

Travel lane

Varies 0' to 10'

Center turn lane

Sheet 4 of 4

TYPICAL SECTION

E d g e o f e x is ti n g p a v e m e n t

E d g e o f e x is ti n g p a v e m e n

Top of existing pavement Tack coat

Shoulder

Varies 2' to 4'

Match existing Match existing

Shoulder

Varies 2' to 4'

Construct center turn lane from 1287+94 to 1294+56.

See Safety Edge Detail, on Sheet C.2.

1:3

L im it o f

P e r s c r ip ti v e E a s e m e n t

L im it o f

P e r s c r ip ti v e E a s e m e n t

25'25'

E x is ti n g

LC

C.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a c e .d g n

ID CANYON 2013(1)

D e c e m b e r

B

V in c e n t

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

Asphalt concrete pavement, gyratory mix, 2 4-inch to 3 compacted depth

-inch nominal maximum aggregate size, 0.3 to <3 million ESAL 2-inch

PLAN

TABULATION OF

NOTE:

1. Plan quantities include minor approaches. See details, Sheet E.5.

FOOTNOTE:

Sheet E.1. Mainline 1206+55 = Lowell Rd. 330+20.

Join proposed guardrail along Lowell Road described on

D.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fa .d g n

ID CANYON 2013(1)

J a n u a r y

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b

,5

.3

,5

.7

-0.3212%

-0.5048%

150' VC

K = 817

SSD = 5951'

,5

.6

-0.3273%

100' VC

K = 563

2544 2544

2545 2545 2545 2545

525452545

254525452545

25462546 254625462546

25462546

254625462546

2547 2547

2547 2547

254725472547

7 2547

48 2548

25482548

25482548

25492549

2 B

C

P O

T

.5

BEGIN PROJECT

LAKE SHORE DRIVE

CONNECTION DETAIL

Line to be constructed

16+52.56

BEGIN REHABILITATION

ID CANYON 2013(1)

M A

R S I N

G R

O A

D

Profile grade

Existing ground

Slope stake limit

NOTE:

1.

not adjusted for shrink/swell, and do not include topsoil.

Excavation and embankment volumes shown below are

LEGEND:

A 18+46 (Station)

Slope stake limit

A 17+65

A 18+46

.5 existing pavement

Top of

Sawcut

25'

Existing edge of gravel shoulder

Existing edge of pavement

See Typical Section No. 1

MINOR

APPROACH SYMBOL

Sheet E.5

See approach details, O B S E R

V A T

IO

N M O

N

IT

O R

IN

G

WELL

MW

Install culvert with concrete headwall El=2551.30

E=2369377.6994

N=686272.6705

2R =10' (Right return radius)

R =12' (Left return radius)

G=-10.0% (Approach grade)

Proposed edge of pavement

CUYD

EXC.

CUYD

EMB.

25+0022+5020+0017+5015+00

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fb .d g n

ID CANYON 2013(1)

D e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

Remove existing pavement

See detail, Sheet D.22.

Install dam monitoring point case and covers.

Dam monitoring point.

L = 9'

W = 20'

R = 17.5'

R = 17.5'

G=-5.0%

L = 9'

W = 18'

R = 10'

R = 12'

G=-6.5%

30 14

25402540 25402540

25412541

2541 2541 25412541

2541 2541

2542 2542 2542 2542

2542 2542

2542 25

2542 2542 2542 2542

2542 2542 2542

2543 25 43 2543 2543 2543 2543

2543 2543 2543

2543 2543

25432543

254325432543 2543

44 2544

25442544

2544 2544 2544

2544 2544

2544 2544 2544 2544 2

2545 2545 2545 2545 2545

2545254

254525452545254525452545

2546 2546

25462546 25462546254625462546

P C

.2

P T

.3

P C

.4

5 4

,5

.0

100' VC

K = 429

,5

.7

-0.0941%

100' VC

K = 1728

SSD = 18691'

,5

.3

-0.1520% -0.5521%

,5

.7

150' VC

K = 213

+0.1514%

-0.3273%

,5

.3

-0.1520% -0.5521%

100' VC

K = 250

SSD = 2747'

Existing edge of pavement

LAKE SHORE DRIVE

Curve= C40

D

R= 24,000.00'

T= 47.52'

Curve= C41

D

R= 12,000.00'

T= 363.60'

Profile grade

Existing ground gravel shoulder Existing edge of

GPS

15101 e= NC L= 95.04' e= NC L= 726.98' not adjusted for shrink/swell, and do not include topsoil.

Excavation and embankment volumes shown below are 1.

NOTE:

A 30+30

A 32+10

A 31+59

40+06

33+30 A 31+12

Slope stake limit Line to be constructed

Slope stake limit

Proposed edge of pavement

C le a n e x is ti n g p ip e c u lv e r t

L = 9'

W = 45'

R = 10'

R = 25'

G= -8.0%

L = 9'

W = 15'

R = 8'

R = 10'

G= -5.0%

L = 9'

W = 19'

R = 10'

R = 12.5'

G= -7.0%

L = 11'

W = 20'

R = 10'

R = 35'

G = -8.0%

See Connection Detail this sheet

Match existing bridge deck.

A 32+32

L = 9'

W = 17'

R = 3'

R = 10'

G = -8.0%

FOR BRIDGE DECK

CONNECTION DETAIL

Existing bridge deck

Section No. 1

See Typical

Section No. 1

See Typical li n e a n d o u tl e t d it c h e s t o e a s e m e n t a n d h e a d w a ll s C o n s tr u c t in le t

I n s ta ll p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

40+0037+5035+0032+5030+0027+5025+00

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

2560 2560

2565 2565

D.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fc .d g n

ID CANYON 2013(1)

D e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

Asphalt concrete overlay.

Remove existing bridge deck overlay

L = 10'

W = 32'

R = 17.5'

R = 17.5'

G=-7.0%

L = 10'

W = 18'

R = 12.5'

R = 12.5'

G=-8.0%

Remove and reset gate

5 74

38253

25392539

253925392539

2539 2539 2539

25402540

2540 2540 2540 2540

2540 2540 2540

254025402540

0 2540

2540 2540 2540 2540 2540

2540 2540

41 254

2541 2541 2541 2541

2541 2541 2541 2541

2541 2541 2541 2541

2542 2542 2

25422542

2542 2542

2542 2542

254225

2542 2542 2542

2542 2542 2542 2542 2542

2543 2543

2543 2543 2543

2543 2543 2543

2543 2543

2543 2543 2543

2543 2543 2543 2543 2543

254425442544

2544 2544 2544

254425442544

2544 2544 2544

P T

.3

P C

.3

P T

.8

P C

.2

0 P

T

.5

P C

.2

,5

.3

-0.2136%

100' VC

K = 274

SSD = 3006'

,5

.3

100' VC

K = 357 4

,5

.6

+0.0667% -0.5657%

100' VC

K = 158

SSD = 1756'

LAKE SHORE DRIVE

Curve= C42

D

R= 8,000.00'

Curve= C43

D

R= 1,800.00'

T= 114.80'

Curve= C44

D

R= 8,000.00'

T= 182.70'

Curve= C41

D

R= 12,000.00'

T= 363.60'

LAKE SHORE DRIVE

N e= NC L= 726.98'

T= 72.25' e= NC L= 144.49' e= NC L= 365.33' not adjusted for shrink/swell, and do not include topsoil.

Excavation and embankment volumes shown below are 1.

NOTE:

A 41+40

A 44+64

A 50+92

A 51+63 e= 0.030 L= 229.29'

L = 7'

W =28'

R =10'

R =25'

G=+3.5%

L = 10'

W = 19'

R = 10'

R = 12.5'

G = -10.0%

L = 9'

W = 14'

R = 8'

R = 8'

G= -5.0%

L = 9'

W = 22'

R = 17.5'

R = 17.5'

G= -5.0% depth, LT concrete, 12-inch Construct curb, CUYD

EXC.

CUYD

EMB.

55+0052+5050+0047+5045+0042+5040+00

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

2560 2560

D.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fd .d g n

ID CANYON 2013(1)

D e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y reset gate

Remove and and reset gate

Remove and reset gate

Remove p ip e c u lv e r t to r e m a in

E x is ti n g i r r ig a ti o n

18912012

Existing edge of pavement

Line to be constructed

Existing edge of gravel shoulder

Profile grade

Existing ground

Slope Stake limit

Slope Stake limit

25352535

2535 253

25362536

P T

.5

P C

.7

0 P

T

.4

P C

.7

P T

.9

P C

.2

P T

.1

,5

.8

-0.5657%

100' VC

K = 151

,5

.1

+0.0966% -0.2625%

200' VC

K = 557

SSD = 3105'

,5

.0

100' VC

K = 322

,5

.1

+0.0483%

100' VC

K = 498

LAKE SHORE DRIVE

Curve= C44

D

R= 8,000.00'

T= 182.70'

LAKE SHORE DRIVE

Curve= C45

D

R= 500.00'

T= 166.63'

Curve= C46

D

R= 3,600.00'

T= 43.10'

Curve= C47

D

R= 2,200.00'

T= 166.77'

N e= NC L= 365.33' not adjusted for shrink/swell, and do not include topsoil.

Excavation and embankment volumes shown below are 1.

NOTE:

B 58+25 e= 0.040 L= 321.69' e= 0.022

L= 86.19'

Slope stake limit

Slope stake limit

Existing edge of gravel shoulder

Existing edge of pavement

Line to be constructed

Profile grade

Existing ground e= 0.028 L= 332.90'

Proposed edge of pavement e x is ti n g p ip e c u lv e r t

C le a n

CUYD

EXC.

CUYD

EMB.

70+0067+5065+0062+5060+0057+5055+00

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

2560 2560

D.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fe .d g n

ID CANYON 2013(1)

D e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

L = 24'

W = 23'

R = 12', 65'

R = 12', 25'

G= -5.5% p ip e c u lv e r t

C le a n e x is ti n g

25342534

25352535

25372537

P T

.1

P C

.6

P C

C

.6

P T

.4

,5

.9

+0.2492% -0.2012%

400' VC

K = 888

SSD = 2596'

,5

.1

-0.0114%

100' VC

K = 527

,5

.0

100' VC

K = 955 8

,5

.3

+0.0933% -0.0453%

100' VC

K = 721

SSD = 7832'

LAKE SHORE DRIVE

Curve= C48

D

R= 1,400.00'

T= 150.58' Curve= C49

D

R= 2,800.00'

T= 110.47'

Existing edge of gravel shoulder

Existing edge of pavement

Line to be constructed

Profile grade

Existing ground

N not adjusted for shrink/swell, and do not include topsoil.

Excavation and embankment volumes shown below are 1.

NOTE:

e= 0.034 L= 300.00' e= 0.026 L= 220.82'

Slope stake limit

Slope stake limit e x is ti n g c u lv e r t

C le a n see Layout Construct turnout, Proposed edge of gravel pavement (mainline)

Proposed edge pf

TURNOUT LAYOUT

73+59 to 75+73, LT

Paved apron

Proposed edge of pavement

Existing driveway approach

I n s ta ll p ip e c u lv e r t

CUYD

EXC.

CUYD

EMB.

85+0082+5080+0077+5075+0072+5070+00

2515 2515

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

D.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a ff .d g n

ID CANYON 2013(1)

D e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b

P C

.3

P T

.5

P C

.1

P T

.5

,5

.1

100' VC

K = 6195

,5

.1

-0.0292% +0.1276%

200' VC

K = 1276

-0.0453%

LAKE SHORE DRIVE

Curve= C50

D

R= 1,200.00'

T= 112.96'

Curve= C52

D

R= 980.00'

T= 212.96'

Line to be constructed

Existing edge of pavement Existing edge of gravel shoulder

Existing ground not adjusted for shrink/swell, and do not include topsoil.

Excavation and embankment volumes shown below are 1.

NOTE:

e= 0.038 L= 419.39'

Slope stake limit

95+08 B

94+40 B

Slope stake limit

GPS

15103

72193

C le a n e x is ti n g p ip e c u lv e r t e= 0.036 L= 225.26'

Proposed edge of pavement

C le a n e x is ti n g p ip e c u lv e r t

L = 28'

W = 22'

R = 20'

R = 20'

G= -4.0% Remove and reset gate

L = Varies 12' to 24'

W = 75'

R = 20'

R = 20'

G= -3.8%

CUYD

EXC.

CUYD

EMB.

100+0097+5095+0092+5090+0087+5085+00

2515 2515

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

D.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fg .d g n

ID CANYON 2013(1)

D e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b

25342534

25342534

25352535

25362536

25362536

2536 2536

25382538

25382538

25382538

P C

.9

5 P

T

.8

P C

.7

P C

C

.7

P C

C

.6

P T

.6

,5

.0

+0.1276% -0.1949%

200' VC

K = 620

SSD = 3446'

-0.1949%

100' VC

LAKE SHORE DRIVE

Curve= C53

D

R= 1,200.00'

T= 95.66'

Curve= C51

D

R= 3,000.00'

T= 138.10'

Curve= C54

D

R= 1,000.00'

T= 60.50'

Curve= C55

D

R= 6,000.00'

T= 105.01'

Line to be constructed

Existing edge of gravel shoulder

Existing edge of pavement

Profile grade

Existing ground

N e= NC L= 210.00' not adjusted for shrink/swell, and do not include topsoil.

Excavation and embankment volumes shown below are 1.

NOTE:

e= 0.036 L= 190.92' e= 0.024 L= 276.00' e= 0.038 L= 120.85'

112+09 A

Slope stake limit

Slope stake limit

C le a n e x is ti n g p ip e c u lv e r t

C le a n e x is ti n g p ip e c u lv e r t

Proposed edge of pavement

CUYD

EXC.

CUYD

EMB.

115+00112+50110+00107+50105+00102+50100+00

2515 2515

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

D.8

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fh .d g n

ID CANYON 2013(1)

D e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

L = 10'

W = 42'

R = 25'

R = 25'

G= -4.0%

25352535

6 2536

2538 2538

25402540

P T

.6

P C

.8

P C

C

.8

0 P

C C

.8

P T

.8

P C

.2

,5

.1

+0.1156%

100' VC

K = 322 1

,5

.7

600' VC

K = 2480

SSD = 4759'

,5

.9

-0.1264%

100' VC

K = 279

+0.2320%

LAKE SHORE DRIVE

Curve= C56

D

R= 3,000.00'

T= 70.01'

Curve= C57

D

R= 550.00'

T= 128.74'

Curve= C61

D

R= 3,000.00'

T= 131.08'

Curve= C58

D

R= 3,000.00'

T= 261.73'

Line to be constructed

Existing edge of pavement

Existing edge of gravel shoulder

Profile grade

Existing ground

N not adjusted for shrink/swell, and do not include topsoil.

Excavation and embankment volumes shown below are 1.

NOTE:

e= 0.024 L= 140.00' e= 0.040 L= 252.93' e= 0.024

L= 262.00' e= 0.024 L= 522.13'

Slope stake limits

Slope stake limits

See layout

Construct turnout.

Edge of gravel

15'R 'R

TURNOUT LAYOUT

Proposed edge of pavement

C le a n e x is ti n g p ip e c u lv e r t

Proposed edge of pavement

125+10 to 125+90, RT

R 'R

See Sheet C.2 for detail

See Sheet D.1 for stationing;

12-inch depth, LT.

Construct curb, concrete, See Sheet C.2 for detail

See Sheet D.1 for stationing;

12-inch depth, LT.

Construct curb, concrete, CUYD

EXC.

CUYD

EMB.

130+00127+50125+00122+50120+00117+50115+00

2515 2515

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

D.9

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fi .d g n

ID CANYON 2013(1)

D e c e m b e r

C h e c k e d b y

D e s ig n e d b y

Existing irrigation channel access

253325332533

2533253325332533

2534253425342534

2534253425342534

2535253525352535

2535253525352535

2535 2535

25362536

253625362536

25362536

25362536253625362536

25372537

25372537

25372537

25372537

2537 2537

2537 2537 2537 25372537

25372537

25372537

25372537

25372537

25372537

2537 2537

2537 2537

25372537

25372537

25372537

25372537

25382538

25382538

253825382538

2538 2538 2538 2538

2538 2538

2538 2538 2538 2538

25382538

253825382538

2539 2539 2539

2539 2539 2539 2539 2539 2539

253925392539

25392539

25392539

2539 2539 2539

2539 2539 2539 2539 2539 2539

25392539

253925392539

2540 2540 2540

2540 2540 2540 2540 2540 2540

254025402540

254025402540

254025402540

25402540

2540 2540 2540

2540 2540 2540

2540 2540 2540

2540 2540 2540

2540 2540 2540 2540 2540 2540

2541 2541 2541 2541

2541 2541 2541

2541 2541 2541

2541 2541 2541

2541 2541 2541 2541 2541 2541

2541 2541 2541

2541 2541 2541 2541

2541 2541

2541 2541 2541 2541

2542 2542

2542 2542

254225422542

P T

.4

5 P

C

.8

P T

.4

,5

.7

-0.0481%

200' VC

K = 714

SSD = 3952'

,5

.5

+0.1350%

200' VC

K = 1092

,5

.0

+0.6065%

100' VC

K = 212

Curve= C59

D

R= 12,000.00'

T= 38.79'

Line to be constructed

Existing edge of pavement

Existing edge of gravel shoulder

Profile grade

Existing ground

N e= NC L= 77.58' not adjusted for shrink/swell, and do not include topsoil.

Excavation and embankment volumes shown below are 1.

NOTE:

Slope stake limit

Slope stake limit

142+16 A

155 26

Curve= C58

D

R= 3,000.00'

T= 261.73' e= 0.024 L= 522.13'

Proposed edge of pavement

C le a n e x is ti n g p ip e c u lv e r t

L = 9'

W = 15'

R = 15'

R = 10'

G= -8.0%

Construct curb, concrete, 12-inch depth, LT

See Sheet D.1 for stationing;

See Sheet C.2 for detail

CUYD

EXC.

CUYD

EMB.

145+00142+50140+00137+50135+00132+50130+00

2515 2515

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

D.10

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fj .d g n

ID CANYON 2013(1)

D e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b

253925

2540 2540

2540254

41 2541

2544 25

P C

.6

P T

.0

P O

T

.0

,5

.3

-0.2704%

150' VC

K = 171

SSD = 1305'

,5

.7

100' VC

K = 185

+0.2696%

,5

.4

-0.1357%

100' VC

K = 247

SSD = 2712'

,5

.3

Curve= C60

D

R= 410.00'

T= 246.84'

GPS

14101

Line to be constructed

Existing edge of gravel shoulder

Existing edge of pavement

Existing ground

Profile grade

END REHABILITATION

Slope stake limits

O

T

.0

N

151+00.00

ID CANYON 2013(1)

not adjusted for shrink/swell, and do not include topsoil.

Excavation and embankment volumes shown below are 1.

NOTE:

e= 0.040 L= 444.38' to r e m a in

E x is ti n g i r r ig a ti o n p ip e c u lv e r t on Sheet D.12

See Connection Detail

El=2541.34

E=2361611.5933

N=694360.8790 edge of pavement

Proposed

See Sheet C.2 for detail

See Sheet D.1 for stationing;

Construct curb, concrete, 12-inch depth, LT

CUYD

EXC.

CUYD

EMB.

152+50150+00147+50145+00

2515 2515

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

D.11

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fk .d g n

ID CANYON 2013(1)

D e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b

25362536

25372537

382538

25382538

2538 2538

25382538 25382538

25382538

2538 2538

25392539

25392539

25392539

4025402540

2540 2540

2540 2540

2542 2542

32543

2544 2544

,5

.3

,5

.1

-0.1357% -0.3098%

100' VC

K = 574

SSD = 6248'

,5

.0

100' VC

K = 164

,5

.8

+0.3014% -0.3463%

100' VC

K = 154

SSD = 1716'

P O

T

.0

P C

.6

P T

.9

P C

.3

P T

.8

P C

.0

D I

D I

D I

Curve= C1

D

R= 6,000.00'

T= 41.14'

L= 82.29'

Curve= C2

D

R= 800.00'

T= 153.61'

L= 303.53'

Curve= C3

R= 600.00'

T= 93.35'

L= 185.21'

D

151+00.00

Line to be constructed

Profile grade

Existing ground e= 0.040

LAKE SHORE DRIVE

W

ALKER LAKE ROAD

e= 0.040

NOTE:

1.

CONNECTION DETAIL

Sheet C.3

See Typical Section No. 2 plan and profile approach road

See Sheet E.3 for pavement

Asphalt concrete

Aggregate base c o n c r e te h e a d w a ll a t o u tl e t.

c o n c r e te in le t ty p e

B a n d c u lv e r t p r e c a s t r e in fo r c e d

I n s ta ll in c h p ip e

GPS

GPS

14101

14102 culvert to remain

Existing irrigation

Connection Detail

Sawcut. See

N not adjusted for shrink/swell, and do not include topsoil.

Excavation and embankment volumes shown below are

BEGIN RECONSTRUCTION

Sheet C.2

See Typical Section No. 1 existing pavement Top of

Proposed edge of pavement

Construct curb, concrete, 12-inch depth, LT

See Sheet C.3 for detail

See Sheet D.1 for stationing h e a d w a ll s c u lv e r t a n d c o n c r e te

I n s ta ll in c h p ip e

Install 12-inch pipe culvert

152+00, 21' LT

2539.16 2538.64

153+25, 26' LT

Existing edge of pavement drain system

Construct storm

See detail, Sheet G.6 method A, class 1, downdrain.

Construct placed riprap, e= NC

El=2541.34

E=2361611.5933

N=694360.8790 d r a in p r o fi le

S h e e t

G .5 a t o u tl e t.

S e e s to m a d c o n c r e te h e a d w a ll c u lv e r t, i n le ts t y p e

B

I n s ta ll in c h p ip e t o

See Sheet C.3 for detail

See Sheet D.1 for stationing;

Construct curb, concrete, 12-inch depth LT

CUYD

EXC.

CUYD

EMB.

162+50160+00157+50155+00152+50150+00

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

2560 2560

D.12

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fl .d g n

ID CANYON 2013(1)

D e c e m b e r

C h e c k e d b y

D e s ig n e d b

25372537

25382538

92539

25392539

25392539

2540 2540

2541 2541

2543 2543

P T

.3

P C

.1

P T

.3

P C

.2

P T

.5

P O

T

.3

,5

.5

-0.3463% +0.3019%

100' VC

K = 154

,5

.9

+0.3019% -0.5942%

84' VC

K = 94

SSD = 1246'

,5

.7

END RECONSTRUCTION

Curve= C4

D

R= 800.00'

T= 90.48'

L= 180.19'

Curve= C3

D

R= 600.00'

T= 93.35'

L= 185.21'

Curve= C5

D

R= 1,200.00'

T= 63.24'

L= 126.36'

RIVERSID

E RO

AD

e= 0.040 e= 0.040

LAKE SHORE DRIVE

NOTE:

1. SUSPEND WORK

See Sheet D.1 for stationing

12-inch depth, LT

Line to be constructed

Existing ground

N

Slope stake limit

Slope stake limit

B 173+81

Construct curb, concrete, See Sheet C.3 for detail c o n c r e te a n d c o n c r e te h e a d w a ll s p ip e c u lv e r t p r e c a s t r e in fo r c e d

I n s ta ll in h c o n c r e te a n d c o n c r e te h e a d w a ll s c u lv e r t p r e c a s t r e in fo r c e d

I n s ta ll in c h p ip e a n d w in g w a ll s to r e m a in w it h c o n c r e te h e a d w a ll s c u lv e r t d ia m e te r

E x is ti n g i r r ig a ti o n p ip e

Curve= C20

D

R= 6,000.00'

T= 82.31'

L= 164.62'

=1201+88.29, 24.75' RT

176+30.85

See details, Sheet G.6 method A, class 1, downdrain.

Construct placed riprap, Existing edge of pavement

El=2541.70

E=2360265.7782

N=696479.4089

= 0.050 (Right) e= 0.020 (Left)

CUYD

EXC.

CUYD

EMB.

177+50175+00172+50170+00167+50165+00162+50

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

2560 2560

D.13

STATE PROJECT

NUMBER

SHEET

D e c e m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fm .d g n

ID CANYON 2013(1)

B

V in c e n t

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

1 Backfill sinkhole with material obtained from roadway excavation.

adjusted for shrink/swell.

Excavation and embankment volumes shown below are not

Backfill sinkhole

26 1

L = 21'

W = 28'

R = 20'

R = 17.5'

G= -10.0%

2526 2526

25382538

25382538

25392539

25392539

25402

P O

T

.0

0 P

C

.7

P T

.3

P C

.4

5 P

C C

.4

P T

.2

,5

.0

+1.0940%

-0.0242%

200' VC

K = 179

SSD = 1065'

,5

.5

,5

.3

-0.8275%

180' VC

K = 94

Line to be constructed

RIV

ERSID

E R

OAD

L A

K E S

H O

R E D

R

IV

E

L O

W E L L R

O A

D

RIVERSIDE ROAD

Existing edge of pavement

1201+48.00

Profile grade

NOTE:

1.

Remove existing guardrail

Slope stake limits

Connection Detail

Sawcut. See

Existing ground

CONNECTION DETAIL

AND WIDENING

BEGIN REHABILITATION

RESUME WORK

include topsoil.

are not adjusted for shrink/swell, and do not

Excavation and embankment volumes shown below

N and Profile, Sheet E.4

See Lowell Road Approach Plan

A 1203+39

A 1202+55

A 1202+10

D

Curve= C20

R= 6,000.00'

T= 82.31'

L= 164.62'

T= 100.94'

D

R= 600.00'

Curve= C31

T= 66.97'

R= 300.00'

D

Curve= C32

Slope stake limits

El=2542.52

E=2360239.9911

N=696439.8472

= 0.040 (Right) e= 0.020 (Left)

L= 200.00'

= 0.040 (Right) e= 0.020 (Left)

L= 131.78'

Proposed edge of pavement

L = 10'

W = 58'

R = 5'

R = 10'

G= -5.5%

L = 9'

W = 25'

R = 10'

R = 10'

G= -8.0%

L = 9'

W = 31'

R = 25'

R = 25'

G= -10.0%

Full depth reclamation with cement

See Sheet H.1 for detail

See Sheet D.1 for stationing.

Sawcut pavement existing

Top of

Sheet C.2

62' See Typical Section No. 1

Asphalt concrete pavement, 4" depth

CUYD

EXC.

CUYD

EMB.

1210+001207+501205+001202+501200+00

D.14

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fn .d g n

ID CANYON 2013(1)

D e c e m b e r

B

V in c e n t

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

10" Steel case 4.5' above ground, with lock

CONTROL BOLLARD

DAM MONITORING SURVEY

BUREAU OF RECLAMATION

CAUTION:

above ground, with lock

10" Steel case 4.5'

CONTROL BOLLARD

DAM MONITORING SURVEY

BUREAU OF RECLAMATION

CAUTION:

class A, steel posts, LT

Install guardrail system G4, type 2, guardrail on Sheet E.4

See continuation of

25152516

2519 2519

2519 2519

2520 2520 2520 2520

2520 2520 2520 2520 2520 2520

1 2521 2521 2521 2521 2521 2521

2521 2521 2521 2521 2521 2521

2522 2522 2522 2522 2522 2522 252

2522 2522 2522 2522 2522 2522

2522 2522

2523 2523 2523 2523 2523 2523

2523 2523

2523 2523 2523 2523 2523

2523 2523

2524 2524 2524 2524 2524

2524 2524

2524 2524 2524 2524 2524 2524

25242524

2525 2525 2525 2525 2525 2525 2525

2525 2525

2525 2525 2525 2525 2525

2526 2526 2526 2526 2526 2526 2526

2526 2526 2526 2526 2526 2526 2526 2526

2527 2527 2527 2527 2527 2527 2527 2527

2527 2527

2527 2527 2527 2527 2527 2527 2527 2527

2528 2528

2528 2528

2528 2528 2528 2528 2528

252825282528

25282528

2528 2528 2528

2528 2528 2528 2528 2528 2528 2528

25292529

25292529

2529 2529 2529 2529

2529 2529

2529 2529 2529 2529 2529 2529

2529252925292529 25292529

2529 2529

2529 2529 2529 2529 2529 2529 2529 2529

2530253025302530 25302530

2530 2530 2530

2530 2530 2530 2530 2530 2530 2530 2530

2530253025302530 253025302530

2530 2530

2530 2530 2530 2530 2530 2530 2530 2530

2531253125312531 2531253125312531

25312531

2531 2531 2531 2531 2531 2531 2531

2531 2531 2531 2531 2531 2531 2531 2531

2531253125312531 2531253125312531

2531 2531 2531 2531

2531 2531 2531 2531 2531 2531 2531 2531 2531 2531 2531

2532253225322532 25322532253225322532

2532 2532 2532 2532 2532 2532

2532 2532 2532 2532 2532 2532 2532 2532

25322532253225322532253225322532253225322532

2532 2532 2532

2532 2532 2532 2532 2532 2532 2532 2532 2532

25332533253325332533253325332533253325332533

2533 2533 2533

2533 2533 2533 2533 2533 2533 2533 2533 2533

25332533253325332533253325332533253325332533

2533 2533 2533 2533 2533 2533 2533 2533 2533 2533 2533 2533 2533 2533

2534253425342534253425342534253425342534253425342534

2534 2534 2534 2534 2534 2534

2534 2534 2534 2534 2534 2534 2534 2534

2534253425342534253425342534253425342534253425342534

2534 2534 2534 2534 2534 2534

2534 2534 2534 2534 2534 2534 2534 2534

2535253525352535253525352535253525352535253525352535

2535 2535 2535 2535 2535 2535

2535 2535 2535 2535 2535 2535 2535 2535

52535253525352535253525352535253525352535253525352535

2535 2535 2535 2535 2535 2535 2535 2535 2535 2535 2535 2535 2535 2535

2536253625362536253625362536253625362536253625362536 25

2536 2536 2536 2536

2536 2536 2536 2536 2536 2536 2536 2536

2536253625362536253625362536253625362536253625362536 25

2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536 2536

2537253725372537253725372537253725372537253725372537 25

2537 2537 2537 2537 2537 2537 2537 2537 2537 2537 2537 2537 2537

2537253725372537253725372537253725372537253725372537 25

2537 2537 2537 2537 2537 2537 2537 2537 2537 2537 2537 2537 2537 2537

2538253825382538253825382538253825382538253825382538 253

2538 2538 2538 2538

2538 2538 2538 2538 2538 2538 2538 2538 2538 2538

2538253825382538253825382538253825382538253825382538 253

2538 2538 2538 2538 2538 2538 2538 2538 2538 2538 2538 2538 2538 2538 2538

2539253925392539253925392539253925392539253925392539 2539

2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539

2539253925392539253925392539253925392539253925392539 2539

2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539 2539

25402540254025402540254025402540254025402540254025402540 2540

2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540

2540254025402540254025402540254025402540254025402540 2540

2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540

0 2541254125412541254125412541254125412541 25412541254125412541

2541254125412541254125412541254125412541254125412541 2541

25412541254125412541254125412541

25412541254125412541

2541254125412541254125412541254125412541254125412541

254225422542

25422542254225422542 25422542

254225422542

2542 2542 2542 2542 2542 2542 2542 2542

2542 2542 2542 2542 2542 2542

25422542

2542 2542 2542 2542 2542

25422542254225422542 254225422542254225422542254225422542

2542 2542 2542 2542 2542

25422542

2542 2542 2542

2 2

2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543

254325432543 254325432543254325432543

25432543254325432543 2543

2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543 2543

254325432543 25432543

254325432543

2543254325432543 2543 2543

2544 2544 2544 2544 2544 2544 2544 2544 2544 2544

254425442544254425442544 25442544

2544 254425442544 25442

,5

.8

-0.0242% -0.0444%

100' VC

K = 4944

SSD = 53392'

,5

.6

100' VC

K = 947

,5

.9

+0.0612% +0.0056%

100' VC

K = 1798

SSD = 19449'

W

Line to be constructed Remove existing guardrail

Existing edge of pavement

Profile grade

NOTE:

1.

Proposed edge of pavement Existing stone masonry wall include topsoil.

are not adjusted for shrink/swell, and do not

Excavation and embankment volumes shown below

Existing ground

N

See Sheet D.1 for stationing. See Sheet H.1 for Detail

Install guardrail system G4, type 2, class A, steel posts, LT

Slope stake limit

Slope stake limit

CAUTION:

Existing edge of pavement

CUYD

EXC.

CUYD

EMB.

1225+001222+501220+001217+501215+001212+501210+00

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2545 2550

2555 2555

2560 2560

D.15

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fo .d g n

ID CANYON 2013(1)

D e c e m b e r

B

V in c e n t

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

See details, Sheet D.22

DAM MONITORING POINT (typ.)

2516 2516 2516 2516 2516 2516

2516 2516 2516 2516 2516

2517 2517

2517 2517 2517 2517 2517 2517

2517 2517 2517 2517 2517 2517 2517 2517

2518 2518

2518 2518 2518 2518 2518

2518 2518 2518 2518

2518 2518

2518 2518 2518

2518 2518 2518 25182519 2519 2519 2519 2519 2519 2519 2519 2519 2519

2519 2519 2519 2519

2519 2519 2519 2519 2519 2519 2519 2519 2519

2519 2519 2519 25192520 2520 2520 2520 2520 2520 2520 2520

2520 2520 2520 2520 2520 2520

2520 2520 2520 2520

2520 2520 2520 2520 2520 2520 2520 2520 2520 2520 25202521

2521 2521 2521 2521 2521 2521 2521 2521

2521 2521 2521 2521 2521 2521

2521 2521 2521 2521

2521 2521 2521 2521 2521 2521 2521

2521 2521 2521 2522 2522

2522 2522 2522 2522 2522 2522 2522 2522 2522

2522 2522 2522

2522 2522 2522 2522

2522 2522 2522 2522 2522 2522 2522

2522 2522 25222523 2523 2523 2523

2523 2523 2523 2523 2523 2523 2523 2523 2523 2523 25232523

2523 2523 2523 2523 2523 2523 2523 2523 2523 2523 2523 2523 2523 25232524 2524 2524

2524 2524 2524 2524 2524 2524 2524 2524 2524 2524 25242524 2524 2524

2524 2524 2524 2524 2524 2524 2524

2524 2524 2524 25242525 2525 2525 2525 2525 2525

2525 2525 2525 2525

2525 2525 2525 25252525 2525 2525 2525 2525 2525 2525 2525

2525 2525 2525 2525 2525 25252526 2526 2526 2526 2526

2526 2526 2526 2526 2526 2526 2526 2526 25262526 2526 2526 2526

2526 2526

2526 2526 2526 2526 2526 25262527 2527 2527 2527

2527 2527

2527 2527 2527 2527 2527 2527 25272527 2527 2527 2527

2527 2527

2527 2527 2527 2527 2527 25272528 2528 2528 2528 2528 2528 2528 2528 2528 2528 2528

2528 2528 2528 25282528 2528 2528 2528 2528 2528 2528 2528 2528 2528

2528 2528 2528 25282529 2529 2529 2529 2529 2529 2529 2529 2529 2529 2529

2529 25292529 2529 2529 2529

2529 2529 2529 2529 2529 2529 2529

2529 25292530 2530 2530 2530 2530 2530 2530 2530 2530 2530

2530 2530 2530 2530 2530 2530 2530 2530 2530 2530 2530 2530

2530 2530 2530 2530 2530 25302531 2531 2531 2531 2531 2531 2531 2531 2531 2531 2531

2531 2531 25312531 2531 2531 2531 2531 2531 2531 2531 2531 2531 2531

2531 2531 25312532 2532 2532 2532 2532 2532 2532 2532 2532

2532 2532

2532 2532 2532 2532 2532 2532 2532 2532 2532 2532 2532

2532 2532 2532 2532 2532 2532

2533 2533 2533 2533 2533 2533 2533 2533 2533 2533

2533 2533 2533 25332533 2533 2533 2533 2533 2533 2533

2533 2533 2533 2533 2533 2533 25332534 2534 2534 2534 2534 2534 2534 2534 2534 2534 2534

2534 2534 25342534 2534 2534 2534 2534 2534 2534 2534 2534 2534 2534

2534 2534 25342535 2535 2535 2535 2535 2535 2535 2535 2535 2535 2535

2535 2535 25352535 2535 2535 2535 2535 2535 2535 2535 2535

2535 2535

2535 2535 2535 2536 2536 2536 2536

2536 2536 2536 2536

2536 2536 2536 2536 2536 2536 2536

2536 2536 2536 2536

2536 2536 2536 2536

2537 2537 2537 2537

2537 2537 2537

2537 2537 2537 2537 25372537

2537 2537 2537 2537 2537

2537 2537 2537 2537

2537 25372538

2538 2538

2538 2538 2538 2538 2538 2538

2538 25382538

2538 2538 2538

2538 2538 2538 2538 2538 2538 2538 2538 2538 25382539 2539

2539 2539 2539 2539 2539 2539 2539 2539 2539 2539

2539 2539 2539 2539 2539 2539 2539

2539 2539 2539 2539

2539 2539 2539 2539 2539 2540 2540 2540

2540 2540 2540 2540 2540

2540 2540 2540 2540 2540

2540 25402540 25402540254025402540 2540 25402540

2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 254125412541

2541254125412541254125412541 2541254125412541

254125412541254125412541254125412541254125412541254125412541

25412541

2541254125412541254125412541254125412541

25412541254125412541254125412541254125412541254125412541

25422542

254225422542254225422542 254225422542

254225422542

2542 2542 2542 2542 2542 2542 2542 2542 2542 2542 2542 2542 2542

2542 2542 2542 2542 2542

25422542 25422542

25422542254225422542

+0.0056%

6 10

Line to be constructed Remove existing guardrail

Existing edge of pavement

Proposed edge of pavement

Profile grade

NOTE:

1.

Existing concrete barrier include topsoil.

are not adjusted for shrink/swell and do not

Excavation and embankment volumes shown below

Existing ground

N

CAUTION:

Slope stake limit

Slope stake limit

See Sheet D.1 for stationing. See Sheet H.1 for detail

Install guardrail system G4, type 2, class A, steel posts, LT

CUYD

EXC.

CUYD

EMB.

1240+001237+501235+001232+501230+001227+501225+00

2520 2520

2525 2525

2530 2530

2535 2535

2540 2540

2545 2545

2550 2550

2555 2555

2560 2560

D.16

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id a fp .d g n

ID CANYON 2013(1)

D e c e m b e r

B

V in c e n t

K

P a r k e r

C h e c k e d b y

D e s ig n e d b y : See details, Sheet D.22

DAM MONITORING POINT (typ.)

4 1

2515 2515 2515

2515 2515 2515

2515 2515 2515

2515 2515 2515 2515 2515

2515 2515 2515

2516 2516 2516 2516

2516 2516 2516 2516

2516 2516 2516

2516 2516 2516 2516 2516

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