or-14001-Plans_05-02-22.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2022.04.07 15:23:52 -07'00' toni.pankau Sticky Note Accepted set by toni.pankau

A.2

STATE PROJECT

NUMBER

SHEET

U

S S u r_ ft D c p w w o r k

\d

\o r a b

.d g n

OR DOT 140(1)

:5

A

M

N o v e m b e r

K

M I L

L E

R

O

C A

T e a m

/2

/2

C h e c k e d b y

D e s ig n e d b y

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

OHW

OG

OD

o. to o.

o. c.

ordinary high water level 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

BH

CP GPS

JH

TP

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

N

Fiber Roll or Wattle

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3DOT 140(1)OR

.3 p w

-w o rk \d

\o r-

-a c .d g n

:4

A u g u s t

DI

VICINITY MAP

0 1 2 31

SCALE IN MILES

N Squaw Point

Algoma

Shady Pine

Wocus

Inst. of Tech

Oregon

FALLS

KLAMATH

LAKE

KLAMATH

UPPER

Marsh

Hanks

City

Pelican

L in k R iv e r

Point

Rattlesnake

Wocus Marsh

Lon g Lake V alley

Island

Buck

Point

Bennett

C o v e P o in t

Point

McCornack

Geary Canal evi rD er oh se ka

L

Round Lake

END PROJECT

L a k e E w a u n a

BEGIN PROJECT

Lake Aspen

Marsh

Caledonia

Bay

Howard

MP 56.92

OR DOT 140(1)

18+05.00

MP 58.75

OR DOT 140(1)

114+93.50

A.4

STATE PROJECT

NUMBER

SHEET

U

S S u r_ ft p w w o r k

\d

\o r a d

.d g n

OR DOT 140(1)

:3

P a r c h

K H a rr is o n

O R

C A

T e a m

/2

/2

C h e c k e d b y

D e s ig n e d b

PROJECT COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

162000 184900.661 229302.195 4148.146 42°15'26.010184"N 121°52'20.931386"W 4073.42159 1.00000657 5/8" IR w/FHWA Alum Cap 1.

162001 185295.323 229014.156 4145.463 42°15'29.903932"N 121°52'24.768488"W 4070.74187 1.00000672 5/8" IR w/FHWA Alum Cap

162002 187632.983 227958.801 4182.158 42°15'52.976318"N 121°52'38.846224"W 4107.46312 1.00000505 5/8" IR w/FHWA Alum Cap

162003 188051.690 227725.071 4196.216 42°15'57.108181"N 121°52'41.962430"W 4121.5244 1.00000439 5/8" IR w/FHWA Alum Cap

162004 189856.286 226891.895 4177.091 42°16'14.918582"N 121°52'53.078075"W 4102.41908 1.00000537 5/8" IR w/FHWA Alum Cap

162005 190043.632 226422.489 4180.971 42°16'16.761689"N 121°52'59.324085"W 4106.2958 1.00000523 5/8" IR w/FHWA Alum Cap

162006 191229.178 224506.370 4191.658 42°16'28.440257"N 121°53'24.830605"W 4116.98608 1.00000488 5/8" IR w/FHWA Alum Cap

162007 191283.265 223940.148 4200.344 42°16'28.965166"N 121°53'32.361816"W 4125.6688 1.00000451 5/8" IR w/FHWA Alum Cap

162008 191630.341 221437.664 4212.605 42°16'32.350387"N 121°54'05.649849"W 4137.9134 1.00000415 5/8" IR w/FHWA Alum Cap

162009 191604.679 221085.705 4210.065 42°16'32.090726"N 121°54'10.329907"W 4135.37012 1.00000431 5/8" IR w/FHWA Alum Cap

162010 192669.923 218685.355 4240.269 42°16'42.567708"N 121°54'42.278801"W 4165.56756 1.0000031 5/8" IR w/FHWA Alum Cap

162011 192945.015 218486.292 4245.076 42°16'45.280881"N 121°54'44.933219"W 4170.37784 1.00000289 5/8" IR w/FHWA Alum Cap

162012 194173.432 217299.378 4195.102 42°16'57.390529"N 121°55'00.750780"W 4120.41696 1.0000054 5/8" IR w/FHWA Alum Cap

162013 194503.285 216899.555 4166.996 42°17'00.640509"N 121°55'06.077243"W 4092.31424 1.00000678 5/8" IR w/FHWA Alum Cap

162014 195929.216 215595.320 4146.289 42°17'14.697701"N 121°55'23.462856"W 4071.62365 1.00000791 5/8" IR w/FHWA Alum Cap

162015 196256.194 215241.757 4148.064 42°17'17.919926"N 121°55'28.174640"W 4073.40193 1.00000786 5/8" IR w/FHWA Alum Cap

162016 197163.846 214504.872 4146.338 42°17'26.869195"N 121°55'38.001485"W 4071.68905 1.00000802 5/8" IR w/FHWA Alum Cap

162017 197582.579 214238.901 4148.180 42°17'30.999269"N 121°55'41.551110"W 4073.53433 1.00000796 5/8" IR w/FHWA Alum Cap

162018 199515.427 213226.742 4148.030 42°17'50.067608"N 121°55'55.070119"W 4073.4073 1.00000808 5/8" IR w/FHWA Alum Cap

162019 199807.706 213054.393 4146.761 42°17'52.950612"N 121°55'57.371292"W 4072.14158 1.00000816 5/8" IR w/FHWA Alum Cap

162020 202220.882 212090.367 4149.736 42°18'16.763326"N 121°56'10.266518"W 4075.14282 1.00000813 5/8" IR w/FHWA Alum Cap

162021 202663.013 211670.159 4148.091 42°18'21.120842"N 121°56'15.870354"W 4073.50767 1.00000826 5/8" IR w/FHWA Alum Cap

162022 204708.837 210488.904 4149.272 42°18'41.300022"N 121°56'31.648675"W 4074.72148 1.00000834 5/8" IR w/FHWA Alum Cap

162023 205182.446 210367.991 4148.037 42°18'45.974834"N 121°56'33.271853"W 4073.49304 1.00000841 5/8" IR w/FHWA Alum Cap

162024 206484.440 210422.168 4149.021 42°18'58.834939"N 121°56'32.590100"W 4074.48688 1.00000836 5/8" IR w/FHWA Alum Cap

162025 206913.057 210471.004 4149.850 42°19'03.069181"N 121°56'31.953099"W 4075.31916 1.00000831 5/8" IR w/FHWA Alum Cap

164000 197740.497 214104.315 4151.402 42°17'32.556137"N 121°55'43.345824"W 4076.75961 1.00000782 5/8" IR w/FHWA Alum Cap

164001 197949.975 213934.602 4151.757 42°17'34.621492"N 121°55'45.609285"W 4077.11461 1.00000783 5/8" IR w/FHWA Alum Cap

164002 198145.778 213787.929 4150.555 42°17'36.552256"N 121°55'47.565910"W 4075.91589 1.0000079 5/8" IR w/FHWA Alum Cap

164003 198330.065 213582.160 4150.568 42°17'38.368036"N 121°55'50.308383"W 4075.93217 1.00000792 5/8" IR w/FHWA Alum Cap

164004 198567.644 213545.125 4149.676 42°17'40.713673"N 121°55'50.807760"W 4075.04345 1.00000797 5/8" IR w/FHWA Alum Cap

164005 198801.498 213463.894 4148.360 42°17'43.021592"N 121°55'51.894983"W 4073.72745 1.00000804 5/8" IR w/FHWA Alum Cap

164006 199044.460 213386.507 4148.360 42°17'45.419542"N 121°55'52.931349"W 4073.73073 1.00000805 5/8" IR w/FHWA Alum Cap

164007 199258.250 213306.112 4148.836 42°17'47.529314"N 121°55'54.006925"W 4074.21002 1.00000804 5/8" IR w/FHWA Alum Cap

164008 199665.589 213157.263 4147.877 42°17'51.549192"N 121°55'55.998704"W 4073.2543 1.0000081 5/8" IR w/FHWA Alum Cap

164009 199959.947 213021.210 4147.580 42°17'54.453493"N 121°55'57.817092"W 4072.96058 1.00000813 5/8" IR w/FHWA Alum Cap

164010 200112.201 212955.090 4147.830 42°17'55.955803"N 121°55'58.701085"W 4073.21386 1.00000812 5/8" IR w/FHWA Alum Cap

164011 200271.057 212853.946 4148.050 42°17'57.522570"N 121°56'00.051234"W 4073.43386 1.00000812 5/8" IR w/FHWA Alum Cap

164012 200421.702 212831.887 4147.652 42°17'59.009922"N 121°56'00.349022"W 4073.03914 1.00000814 5/8" IR w/FHWA Alum Cap

164013 200568.096 212782.585 4147.731 42°18'00.454709"N 121°56'01.009134"W 4073.11814 1.00000815 5/8" IR w/FHWA Alum Cap

PROJECT : OR 140 PROJECT UNITS : International Foot COORDINATE SYSTEM : Oregon Coordinate Reference System Bend-Klamath zone

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12A

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.

C

M yF ile s\

Pr oj ec ts

\O re go n\

O R

0\ [O

R

0_ co nt ro ls he et .x ls x]

Sh ee t

-J ul

-2

:0

A M

A

D es ig ne r

D

C he ck er

D es ig ne d by

C he ck ed b y:

STATE PROJECT

A.5

SHEET

NUMBER

DOT 140(1)OR

SURVEY CONTROL

Sheet 1 of 3

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

164014 200710.845 212701.506 4147.801 42°18'01.862817"N 121°56'02.091915"W 4073.19142 1.00000815 5/8" IR w/FHWA Alum Cap 1.

164015 200884.597 212680.417 4147.847 42°18'03.578401"N 121°56'02.377481"W 4073.23742 1.00000815 5/8" IR w/FHWA Alum Cap

164016 201025.512 212632.428 4147.776 42°18'04.969100"N 121°56'03.019993"W 4073.1697 1.00000816 5/8" IR w/FHWA Alum Cap

164017 201187.196 212578.061 4148.141 42°18'06.564783"N 121°56'03.747967"W 4073.5347 1.00000815 5/8" IR w/FHWA Alum Cap

164018 201343.030 212512.768 4148.576 42°18'08.102454"N 121°56'04.621147"W 4073.97298 1.00000814 5/8" IR w/FHWA Alum Cap

164019 201477.889 212453.571 4148.355 42°18'09.433098"N 121°56'05.412628"W 4073.75198 1.00000815 5/8" IR w/FHWA Alum Cap

164020 201644.364 212381.942 4148.158 42°18'11.075724"N 121°56'06.370437"W 4073.55826 1.00000817 5/8" IR w/FHWA Alum Cap

164021 201774.371 212286.013 4148.071 42°18'12.357654"N 121°56'07.650507"W 4073.47454 1.00000819 5/8" IR w/FHWA Alum Cap

164022 201912.881 212253.627 4149.662 42°18'13.724927"N 121°56'08.085412"W 4075.06554 1.00000811 5/8" IR w/FHWA Alum Cap

164023 202064.066 212176.493 4149.586 42°18'15.216418"N 121°56'09.116057"W 4074.99282 1.00000813 5/8" IR w/FHWA Alum Cap

164024 202340.127 211989.208 4149.874 42°18'17.938842"N 121°56'11.615915"W 4075.2841 1.00000813 5/8" IR w/FHWA Alum Cap

164025 202450.124 211881.857 4149.232 42°18'19.022882"N 121°56'13.047440"W 4074.64539 1.00000818 5/8" IR w/FHWA Alum Cap

164026 202557.575 211775.231 4148.355 42°18'20.081788"N 121°56'14.469258"W 4073.76839 1.00000823 5/8" IR w/FHWA Alum Cap

164027 202746.981 211541.216 4148.628 42°18'21.947325"N 121°56'17.588443"W 4074.04795 1.00000824 5/8" IR w/FHWA Alum Cap

164028 202885.382 211425.284 4148.907 42°18'23.311683"N 121°56'19.135033"W 4074.32695 1.00000825 5/8" IR w/FHWA Alum Cap

164029 203048.308 211355.651 4148.898 42°18'24.919268"N 121°56'20.066336"W 4074.32123 1.00000825 5/8" IR w/FHWA Alum Cap

164030 203164.605 211246.121 4147.084 42°18'26.065452"N 121°56'21.527125"W 4072.51051 1.00000835 5/8" IR w/FHWA Alum Cap

164031 203306.032 211217.904 4148.241 42°18'27.461610"N 121°56'21.906755"W 4073.66751 1.0000083 5/8" IR w/FHWA Alum Cap

164032 203451.273 211145.902 4148.320 42°18'28.894474"N 121°56'22.869092"W 4073.74979 1.00000831 5/8" IR w/FHWA Alum Cap

164033 203585.004 211082.824 4148.081 42°18'30.213855"N 121°56'23.712359"W 4073.51407 1.00000832 5/8" IR w/FHWA Alum Cap

164034 203710.307 210973.625 4147.334 42°18'31.448979"N 121°56'25.169064"W 4072.76707 1.00000837 5/8" IR w/FHWA Alum Cap

164035 203872.786 210945.069 4146.527 42°18'33.053042"N 121°56'25.553862"W 4071.96335 1.00000841 5/8" IR w/FHWA Alum Cap

164036 204008.200 210853.203 4148.021 42°18'34.388402"N 121°56'26.780264"W 4073.46063 1.00000835 5/8" IR w/FHWA Alum Cap

164037 204147.924 210768.123 4148.590 42°18'35.766476"N 121°56'27.916514"W 4074.03291 1.00000834 5/8" IR w/FHWA Alum Cap

164038 204312.610 210681.678 4148.090 42°18'37.391049"N 121°56'29.071687"W 4073.53291 1.00000837 5/8" IR w/FHWA Alum Cap

164039 204449.736 210583.791 4149.307 42°18'38.743173"N 121°56'30.378301"W 4074.75319 1.00000832 5/8" IR w/FHWA Alum Cap

164040 204585.573 210529.463 4149.280 42°18'40.083532"N 121°56'31.105281"W 4074.72948 1.00000833 5/8" IR w/FHWA Alum Cap

164041 204855.477 210479.492 4148.448 42°18'42.748075"N 121°56'31.778321"W 4073.90076 1.00000838 5/8" IR w/FHWA Alum Cap

164042 205010.983 210441.365 4148.043 42°18'44.283050"N 121°56'32.290333"W 4073.49576 1.0000084 5/8" IR w/FHWA Alum Cap

164043 205329.427 210336.159 4148.708 42°18'47.425753"N 121°56'33.699860"W 4074.16732 1.00000838 5/8" IR w/FHWA Alum Cap

164044 205478.211 210390.831 4146.052 42°18'48.896411"N 121°56'32.976830"W 4071.51132 1.0000085 5/8" IR w/FHWA Alum Cap

164045 205600.596 210323.903 4149.547 42°18'50.103628"N 121°56'33.871119"W 4075.00632 1.00000834 5/8" IR w/FHWA Alum Cap

164046 205761.242 210373.637 4147.762 42°18'51.691329"N 121°56'33.214149"W 4073.2246 1.00000842 5/8" IR w/FHWA Alum Cap

164047 205911.972 210355.677 4148.206 42°18'53.179584"N 121°56'33.457683"W 4073.6686 1.0000084 5/8" IR w/FHWA Alum Cap

164048 206052.049 210327.766 4147.794 42°18'54.562403"N 121°56'33.833319"W 4073.25988 1.00000843 5/8" IR w/FHWA Alum Cap

164049 206172.748 210376.707 4148.486 42°18'55.755558"N 121°56'33.185685"W 4073.95188 1.00000839 5/8" IR w/FHWA Alum Cap

164050 206321.419 210397.197 4148.497 42°18'57.224336"N 121°56'32.917494"W 4073.96288 1.00000838 5/8" IR w/FHWA Alum Cap

164051 206615.825 210443.330 4150.753 42°19'00.133009"N 121°56'32.312438"W 4076.21888 1.00000827 5/8" IR w/FHWA Alum Cap

164052 206755.141 210456.970 4151.589 42°19'01.509241"N 121°56'32.135112"W 4077.05816 1.00000823 5/8" IR w/FHWA Alum Cap

164053 186129.612 228606.539 4148.456 42°15'38.137861"N 121°52'30.204151"W 4073.74471 1.00000661 5/8" IR w/FHWA Alum Cap

PROJECT : OR 140 PROJECT UNITS : International Foot COORDINATE SYSTEM : Oregon Coordinate Reference System Bend-Klamath zone

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12A

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.

C

M yF ile s\

Pr oj ec ts

\O re go n\

O R

0\ [O

R

0_ co nt ro ls he et .x ls x]

Sh ee t (2

-J ul

-2

:0

A M

A

D es ig ne r

D

C he ck er

D es ig ne d by

C he ck ed b y:

STATE PROJECT

A.6

SHEET

NUMBER

DOT 140(1)OR

Sheet 2 of 3

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

164054 186800.572 228205.704 4159.677 42°15'44.758706"N 121°52'35.546807"W 4084.97228 1.0000061 5/8" IR w/FHWA Alum Cap 1.

164055 188568.934 227594.354 4203.870 42°16'02.214753"N 121°52'43.710956"W 4129.18496 1.00000404 5/8" IR w/FHWA Alum Cap

164056 189263.954 227265.275 4184.525 42°16'09.074124"N 121°52'48.100880"W 4109.8498 1.00000499 5/8" IR w/FHWA Alum Cap

164057 190715.237 225458.710 4188.980 42°16'23.379658"N 121°53'12.154760"W 4114.30808 1.00000492 5/8" IR w/FHWA Alum Cap

164058 191412.158 223347.125 4210.777 42°16'30.228303"N 121°53'40.251169"W 4136.09852 1.00000407 5/8" IR w/FHWA Alum Cap

164059 191476.031 222323.516 4217.780 42°16'30.841761"N 121°53'53.865408"W 4143.09496 1.00000382 5/8" IR w/FHWA Alum Cap

164060 191738.276 220476.685 4219.057 42°16'33.399308"N 121°54'18.432435"W 4144.35556 1.00000394 5/8" IR w/FHWA Alum Cap

164061 191819.330 219688.750 4228.980 42°16'34.185523"N 121°54'28.913157"W 4154.27528 1.00000354 5/8" IR w/FHWA Alum Cap

164062 192163.147 219250.873 4236.471 42°16'37.573129"N 121°54'34.745059"W 4161.76628 1.00000322 5/8" IR w/FHWA Alum Cap

164063 193331.917 218050.940 4243.153 42°16'49.093830"N 121°54'50.733166"W 4168.45812 1.00000302 5/8" IR w/FHWA Alum Cap

164064 193817.696 217624.384 4219.162 42°16'53.883412"N 121°54'56.418877"W 4144.47368 1.00000421 5/8" IR w/FHWA Alum Cap

164065 195112.660 216375.482 4146.925 42°17'06.648633"N 121°55'13.063911"W 4072.2498 1.00000779 5/8" IR w/FHWA Alum Cap

164066 197866.444 214053.417 4147.132 42°17'33.798979"N 121°55'44.026411"W 4072.48961 1.00000803 5/8" IR w/FHWA Alum Cap

164067 197998.435 213646.488 4166.094 42°17'35.094089"N 121°55'49.443296"W 4091.45489 1.00000717 5/8" IR w/FHWA Alum Cap

164068 194593.819 216881.651 4163.465 42°17'01.534307"N 121°55'06.317758"W 4088.78652 1.00000695 5/8" IR w/FHWA Alum Cap

164069 194418.993 217039.449 4176.441 42°16'59.810737"N 121°55'04.214366"W 4101.75924 1.00000632 5/8" IR w/FHWA Alum Cap

PROJECT : OR 140 PROJECT UNITS : International Foot COORDINATE SYSTEM : Oregon Coordinate Reference System Bend-Klamath zone

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12A

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.

C

M yF ile s\

Pr oj ec ts

\O re go n\

O R

0\ [O

R

0_ co nt ro ls he et .x ls x]

Sh ee t (3

-J ul

-2

:0

A M

A

D es ig ne r

D

C he ck er

D es ig ne d by

C he ck ed b y:

STATE PROJECT

A.7

SHEET

NUMBER

DOT 140(1)OR

Sheet 3 of 3

Sheet and Description

C D E F G H J K

TYPICAL

SECTIONS

SITE

PREPARATION

PLAN AND

PROFILE

SNOWPLOW

TURNAROUNDS

AND MAINLINE

TURNOUTS

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 15701-0000 SOIL EROSION CONTROL

(FLOATING TURBIDITY CURTAIN,

TYPE 2 DOT) LPSM All ALL

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL (CULVERT INLET

PROTECTION) LNFT 550 550

A0160 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 9,475 475 9,950

A0180 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION (DROP INLET) EACH 4 4

A0200 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0220 20101-0000 CLEARING AND GRUBBING ACRE 6.4 0.6 7.0

A0240 20120-1000 REMOVAL, INDIVIDUAL TREE EACH 36 4 40

A0260 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 30,333 5,000 167 35,500

A0280 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM All ALL

A0300 20401-0000 ROADWAY EXCAVATION CUYD 12,334 1,166 13,500

A0320 20415-0000 SELECT TOPPING (TOPPING) CUYD 4,237 463 4,700

A0340 20420-0000 EMBANKMENT CONSTRUCTION

(SURCHARGE) CUYD 23,072 2,428 25,500

A0360 20701-0100 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE A

(IN LAKE) SQYD 118,415 12,085 130,500

A0380 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D

(WOVEN) SQYD 63,738 6,762 70,500

A0400 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 70 10 80

A0420 25202-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED TON 384,657 35,343 420,000

A0440 30101-2000 AGGREGATE BASE GRADING D TON 36,929 2,071 39,000

MileStone: 100% PS&E Repackaged Date Completed: In Progress Report Date: 05/02/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 2-

M ay

-2

8:

A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 su m m ar y_

(2 xl sm ]S he et

STATE PROJECT

B.1DOT 140 (1)OR

SHEET

NUMBER

TYPICAL

SECTIONS

SITE

PREPARATION

PLAN AND

PROFILE

SNOWPLOW

TURNAROUNDS

AND MAINLINE

TURNOUTS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0480 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 16,203 797 17,000

A0520 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 170 170

A0560 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 2,425 2,425

A0580 41201-0000 TACK COAT TON 62 3 65

A0600 60201-0800 24-INCH PIPE CULVERT LNFT 1,067 53 1,120

A0620 60404-0000 CATCH BASIN (DITCH INLET) EACH 4 4

A0640 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A STEEL POSTS LNFT 12,988 412 13,400

A0660 61702-0000 TERMINAL SECTION (ANCHOR) EACH 7 7

A0680 61702-0000 TERMINAL SECTION (SHORT

RADIUS GUARDRAIL) EACH 2 2

A0700 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 7 7

A0720 61707-4000 STRUCTURE TRANSITION RAILING,

MGS SYSTEM LNFT 68 68

A0740 61901-0000 FENCE (TEMPORARY PLASTIC,

ORANGE) LNFT 645 35 680

A0760 62101-0000 MONUMENT (SETTLEMENT PLATE) EACH 24 24

A0780 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 90 90

A0800 62201-2360 VACUUM SWEEPER HOUR 500 500

A0820 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 90 90

A0840 62301-0000 GENERAL LABOR HOUR 90 90

A0860 62303-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES (MAINLINE

VIDEO INSPECTION) LPSM All ALL

A0880 62501-0000 TURF ESTABLISHMENT ACRE 8.3 0.7 9.0

A0900 62515-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX ACRE 8.3 0.7 9.0

A0920 62632-0000 PLANTINGS (WETLAND PLANTS) LPSM All ALL

A0940 63302-0000 SIGN SYSTEM SQFT 64 11 75

A0960 63309-0100 DELINEATOR, TYPE 1 EACH 83 7 90

A0980 63313-0000 RUMBLE STRIP (CENTERLINE) LNFT 9,668 32 9,700

2- M ay -2

8:

A M

MileStone: 100% PS&E Repackaged Date Completed: In Progress Report Date: 05/02/22 c:

\p w -w or k\ d0 su m m ar y_

(2 xl sm ]S he et

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

STATE PROJECT

B.2DOT 140 (1)OR

TYPICAL

SECTIONS

SITE

PREPARATION

PLAN AND

PROFILE

SNOWPLOW

TURNAROUNDS

AND MAINLINE

TURNOUTS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1000 63313-1000 RUMBLE STRIP, SHOULDER LNFT 19,094 6 19,100

A1020 63316-1000 REMOVE AND RESET SIGN EACH 5 5

A1040 63401-2300 PAVEMENT MARKINGS, TYPE L,

SOLID LNFT 35,449 51 35,500

A1060 63401-2400 PAVEMENT MARKINGS, TYPE L,

BROKEN LNFT 2,163 37 2,200

A1080 63501-0000 TEMPORARY TRAFFIC CONTROL

(PAVEMENT MARKINGS REMOVAL) LPSM All ALL

A1100 63501-0000 TEMPORARY TRAFFIC CONTROL

(PAVEMENT MARKINGS) LPSM All ALL

A1120 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 (8FT WIDTH) EACH 4 4

A1140 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 (4FT WIDTH) EACH 2 2

A1160 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 40 40

A1180 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 70 70

A1200 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 4 4

A1220 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A1240 63502-2100 TEMPORARY TRAFFIC CONTROL,

CRASH CUSHION EACH 4 4

A1260 63502-2600 TEMPORARY TRAFFIC CONTROL,

MOVING TEMPORARY CRASH CUSHION EACH 52 52

A1280 63502-3100 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM EACH 2 2

A1300 63502-3200 TEMPORARY TRAFFIC CONTROL,

RELOCATING TRAFFIC SIGNAL

SYSTEM EACH 16 16

A1320 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER (NARROW BASE) LNFT 9,175 125 9,300

A1340 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 1,125 1,125

A1360 63503-0500 TEMPORARY TRAFFIC CONTROL,

MOVING CONCRETE BARRIER LNFT 29,250 29,250

A1380 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 462 462

2- M ay -2

8:

A M

MileStone: 100% PS&E Repackaged Date Completed: In Progress Report Date: 05/02/22 c:

\p w -w or k\ d0 su m m ar y_

(2 xl sm ]S he et

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

STATE PROJECT

B.3DOT 140 (1)OR

TYPICAL

SECTIONS

SITE

PREPARATION

PLAN AND

PROFILE

SNOWPLOW

TURNAROUNDS

AND MAINLINE

TURNOUTS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1400 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 3,900 3,900

A1420 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 800 800

A1440 64631-0000 ROADSIDE DEVELOPMENT

(BIOFILTRATION SWALE) LNFT 3,956 44 4,000

A1460 64631-0000 ROADSIDE DEVELOPMENT

(VEGETATED FILTER STRIP) LNFT 9,393 27 9,420

A1480 64703-2000 MITIGATION, LOG DEFLECTOR EACH 10 10

2- M ay -2

8:

A M

MileStone: 100% PS&E Repackaged Date Completed: In Progress Report Date: 05/02/22 c:

\p w -w or k\ d0 su m m ar y_

(2 xl sm ]S he et

4)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.4DOT 140 (1)OR

T

P a n k u

C

A T e

C h e c k e d b y

D e s ig n e d b y

C.1

STATE PROJECT

NUMBER

SHEET

OR DOT 140(1)

/2

In t_ ft p w w o r k \d

\o r c .d g n

QUANTITIES

TYPICAL SECTION

TABULATION OF

/2

:2

N o v e m b e r

96+00 to 99+50

66+00 to 69+50

46+50 to 51+50

18+50 to 114+42

107+00 to 111+42.50

31+10 to 34+36

(see sheet C.4)

Safety Edge Detail

(mud line)

Ground line

(mud line)

Ground line

Existing ground

Existing ground

SHEET 1 of 3

TYPICAL SECTIONS

NO SCALE

SHEET 1 of 3

TYPICAL SECTIONS

NO SCALE

LC

Variable

FOOTNOTE:

2%

10'

[1] 2% Crown [1] 2% Crown

2%

1:4

2%

El. 4145' Lake

2%

1:4

(see sheet C.4)

Safety Edge Detail

8" compacted depth grading D, Aggregate base

8" compacted depth grading D, Aggregate base

[2

V a ri e s

(TURN AROUND)

TYPICAL SECTION

El. 4145' Lake

WIDENING DETAIL

GUARDRAIL

tr a v e le d w a y

P r o p o s e d e d g e o f

[2]

Varies

[2]

1:2 .5

12" compacted depth grading D, Aggregate base

12" compacted depth

Aggregate base grading D, 12" compacted depth grading D, Aggregate base

18" compacted depth

Aggregate base grading D

(TURNOUT)

OR 140

Embankment

Embankment

OHW

OHW

Embankment

[2

Va rie s

(See sheet C.3) embankment

Special rock

[2]

1:2 .5

[2]

1:2 .5

OR 140

El. 4147'

(See sheet C.3)

Special rock embankment

Profile grade

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

(Biofiltration Swale)

Roadside Development be used.

Wood blocks or an approved alternative material may[3]

Construct slopes and elevations as shown in the Staking Report.[2]

Report.

on the plan and profile curve data, as indicated in the Staking

Superelevate roadway on curves at the rate 'e' as indicated[1]

[3]

Class A Steel Posts

Guardrail System MGS, Type 2 coat between lifts) depth (place in three equal lifts, tack

(type III roughness), 6" compacted aggregate, 0.3 to <3 million ESAL

" nominal maximum size 4

" or 2 mix, Asphalt concrete pavement, gyratory tack coat between lifts)

6" compacted depth (place in three equal lifts,

0.3 to <3 million ESAL (type III roughness), " nominal maximum size aggregate,4

" or 2

Asphalt concrete pavement, gyratory mix, (place in three equal lifts, tack coat between lifts)

ESAL (type III roughness), 6" compacted depth nominal maximum size aggregate, 0.3 to <3 million

" 4

" or 2

Asphalt concrete pavement, gyratory mix, 2'5'

Tack coat

Tack coat

Tack coat

8" compacted depth

(vegetated filter strip), Roadside development

8" compacted depth

(vegetated filter strip), Roadside development

(woven) geotextile class 1, type D

Separation-stabilization

ELEV= (A)

[2]ELEV= (A)

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r c a .d g n

OR DOT 140(1)

:5

F e b r u a r y

H a r r is n

C

A T e

/2

/2

C h e c k e d b y

D e s ig n e d b y

C.2

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r c a .d g n

OR DOT 140(1)

:5 e b r u a r y

H a r r is

C

A T e

/2

/2

C h e c k e d b y

D e s ig n e d b y

:1 4

Variable

2'

20'

S e e T y p ic a l

S e c ti o n

8' Shld. (typ.)

Turf establishment limits

Turf establishment limits

Shldr.

6'

Travel lane

12'

Travel lane

12'

Shldr.

8'5'

SHEET 2 of 3

TYPICAL SECTIONS

NO SCALE SHEET 2 of 3

TYPICAL SECTIONS

NO SCALE

El. 4145' Lake

(mud line)

Ground line

Approx. settlement profile

[4]H OHW

[1]

Place Special Rock Embankment to El. 4148'

OHW El. 4145' Lake at an additional 1.5 times neatline volume

Approximate settlement profile estimated

FOOTNOTE:

1:

SRE

[4]for special rock embankment

Mechanically placed rock

SRE

riprap and clean aggregate materials

BMPs on materials other than

Provide temporary erosion control

[2]Existing ground / mudline

SRE placement overlap prior to Geotextile

SRE placement overlap prior to

Geotextile

10' (min.)

LC

[1] grade El. 4148' embankment

Special rock

Embankment and cutting back to final slope angle overbuilding with surcharge at 1:2

Finished face at 1:2.5 after class 1, type A (in lake) to aggregate base

Extend separation-stabilization geotextile, (woven) geotextile class 1, type D

Separation-stabilization

SURCHARGE

SPECIAL ROCK EMBANKMENT

1:2 .5 F ina l sl ope

[1]

1:2 .5 (m ax.

125 pcf.

Surcharge with contractor's material. Minimum moist unit weight [6] type D, woven.

Place topping over separation-stabilization geotextile, class 1, [5] exceed 3-feet.

Horizontal lifts (H ) of Special Rock Embankment shall not [4] per SCR 204.

may vary depending on surcharge material. See Subsection 204.10B

Height of surcharge (Hs) estimated to be a (min.) 2-feet, but[3] for Embankment Construction.

See SCR Subsection 207.07A per SCR 252 for Preparing Foundation [2]

Construct slopes and elevation as shown in the Staking Report.[1]

30+50 to 114+42

19+50 to 27+50

(in lake) geotextile class 1, type A

Separation-stabilization

Separation-stabilization geotextile, class 1, type A (in lake)

C.3

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r c b .d g n

OR DOT 140(1)

:0 e b r u a r y

H a r r is

C

A T e

/2

/2

C h e c k e d b y

D e s ig n e d b y

(mud line)

Ground line

8" compacted depth

(vegetated filter strip), Roadside development

LC

6" compacted depth

[5]Select Topping (Topping) or as directed by CO

Edge of existing pavement

Temporary concrete barrier (narrow base)

2%

S [3]H

[6] (Surcharge)

Embankment Construction

Contractor to maintain roadway drainage

15' (min.)

5' Min.

SHEET 3 of 3

NO SCALE

SHEET 3 of 3

NO SCALE

1:4

LC

Slo pe var ies

Vegetated swale

Varies

SAFETY EDGE DETAIL

Aggregate base grading D

Pavement lifts as shown Nom. depth

Sawcut & tack coat not acceptable

Mill edge

18" compacted depth

Water quality mix, SECTION B-B

BIOFILTRATION SWALE

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

ROUNDING DETAIL

CUT SLOPE

C le a r in g l im it

T o e o f f il l

Top of cut

Existing ground

Va ria ble

D4

D

5' 5' max.

[2

Va ria ble

Aggregate base grading D

Varies

Existing surface elevation and cross slope

Match existing pavement

Edge of existing pavement surface pavement

Existing

Sawcut

18+50

PAVEMENT CONNECTION DETAIL

(2" depth)

Mill and inlay asphalt surface

Tack coat

PAVEMENT CONNECTION DETAIL

Existing surface structure pavement

C.2 for

See Sheet elevation and cross slope

Match existing pavement

Edge of existing pavement pavement surface

Existing

Sawcut

Tack coat

(1.5" depth)

Mill and inlay asphalt surface

PAVEMENT CONNECTION EDGE DETAIL

panel approach slab

Existing bridge end

Tack coat

Topsoil, 3" depth to 3 million ESAL (type III roughness) nominal maximum size aggregate, 0.3 "4 or

"2

Asphalt concrete pavement, gyratory mix, to 3 million ESAL (type III roughness) nominal maximum size aggregate, 0.3 "4 or

"2

Asphalt concrete pavement, gyratory mix, C.4

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k

\d

\o r c c .d g n

OR DOT 140(1)

:0

J a n u a r y

H a r r is

C

A T e

/2

/2

C h e c k e d b y

D e s ig n e d b y

114+42

114+93.50 structure pavement

C.2 for

See Sheet

Existing ground

PROFILE VIEW

A

A

B

B

1:3

Slope

6-inches soil mix and till into the top

Place 3" depth of amended

Ditch Gra de

1:

1:1.5

Placed filter rock

Check dam/flow spreader (typ)

Var ies

Slo pe

Slope flowline Drainage ditch

PERMANENT CHECK DAM/FLOW SPREADER

[1] mix, 8" depth

Amended soil at beginning of swale Install check dam

BIOFILTRATION SWALE DETAIL

Drainage ditch flowline

Design ditch grade elevation

Placed filter rock, 1' depth (min.)

TYPICAL DIMENSIONS

LC

Varies: 9' (min.)

[1]Varied slope elevation Design ditch grade

Check dam

FOOTNOTE:

Report.

Construct ditch width, depth and slope according to the Staking[1]

SECTION A-A

BIOFILTRATION SWALE

(min.)

4'

D

D

5'5'

1'

8"

1' (min.)

T

P a n k u

C

A T e e c k e d b y

D e s ig n e d b y

D.1

STATE PROJECT

NUMBER

SHEET

OR DOT 140(1)

/2

In t_ ft p w w o r k \d

\o r s a .d g n

QUANTITIES

SITE PREPARATION

TABULATION OF

/2

:0

N o v e m b e r

0 4

4205 4210

N

18+05 to 45+00

SITE PREPARATION

N

BEGIN PROJECT

OR 140

See K Sheets

Remove and reset sign and delineator

Removal of sign

Removal of delineators

Removal of delineators

See K Sheets

Remove and reset sign

Removal of delineators

Removal of sign

See K Sheets

Remove and reset signs

OR 140

UPPER KLAMATH LAKE

UPPER KLAMATH LAKE

construction limits

Protect wetlands outside outside construction limits

Protect wetlands outside construction limits

Protect wetlands

Removal of delineators

Removal of delineator

Removal of delineators and delineators Removal of signs

18+05.00

D.2

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r s b .d g n

OR DOT 140(1)

:2

N o v e m b e r

H a r r is

C

A T e

/2

/2

C h e c k e d b y

D e s ig n e d b y delineators

Removal of delineators

Removal of individual tree

Removal, Removal of signs individual tree

Removal, individual tree

Removal, (15 LNFT)

Removal of curb

Protect existing curb

Removal of delineator

See K Sheets

Remove and reset sign detail, Sheet C.4 See pavement connection delineators

Removal of individual tree

Removal, individual tree

Removal, delineators

Removal of individual tree

Removal, culvert (18-inch)

Removal of pipe

44+26

Construction limits

Construction limits individual tree

Removal, (18-inch)

Removal of pipe culvert

25+60 culvert (18-inch)

Removal of pipe

32+62

Removal of delineator

Slope stake limits

Slope stake limits

Slope stake limits

4140 4140

41554155

42054210

4170 41

4175 4180

45+00 to 75+00

SITE PREPARATION

N

N

OR 140

OR 140

and sign

Removal of delineators

Removal of delineators

UPPER KLAMATH LAKE

UPPER KLAMATH LAKE

Removal of delineators and sign

Removal of delineators and delineators

Removal of signs delineators

Removal of and delineators

Removal of sign

Removal of sign and delineators

Removal of delineators and delineators

Removal of signs delineators

Removal of

D.3

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k

\d

\o r s c .d g n

OR DOT 140(1)

:1

N o v e m b e r

H a r r is

C

A T e

/2

/2

C h e c k e d b y

D e s ig n e d b y delineators

Removal of culvert (18-inch)

Removal of pipe

57+80

Removal, individual tree

Removal, individual tree

Removal, individual tree

Removal, individual tree Removal, individual tree

Slope stake limits

Slope stake limits

Removal, individual tree

Slope stake limits

Construction limits

Construction limits

41554155

41604160

41654165

41704170

41754175

41754175

41854185

04215

42154220

42204225

4225 4225

42254230

41554155

41604160

416541654165

41704170

41754175

4185 4185

5 4195

42004205

4205 4

4210 4

42154220

5 4225

75+00 to 105+00

SITE PREPARATION

N N

Slope stake limits

Slope stake limits

OR 140

OR 140

UPPER KLAMATH LAKE

UPPER KLAMATH LAKE

Removal of delineatorsand delineators

Removal of signs Removal of delineators

Removal of delineators

Removal of delineators and delineators

Removal of signand delineators

Removal of sign and delineators

Removal of signs

D.4

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r s d .d g n

OR DOT 140(1)

:1

J u ly

H a r r is

C

A T e

/2

/2

C h e c k e d b y

D e s ig n e d b y and delineators

Removal of sign and delineators

Removal of sign and delineators

Removal of sign

Slope stake limits

Construction limits

Removal, individual tree

Removal, individual tree

Slope stake limits

Construction limits and delineators

Removal of sign

41504150

D I

D I

N

OR 140

Aspen Lake Road

105+00 to 114+93.50

SITE PREPARATION

END PROJECT

Removal of delineators

Removal of delineators and delineators

Removal of signs delineators

Removal of

114+93.50

D.5

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r s e .d g n

OR DOT 140(1)

:5

J u ly

H a r r is

C

A T e

/2

/2

C h e c k e d b y

D e s ig n e d b y

Protect wetlands outside construction limit

Removal of guardrail detail, Sheet C.4 See pavement connection

Slope stake limits

Slope stake limits

Construction limits

Protect utility pole

H a r r is

C

A T e e c k e d b y

D e s ig n e d b y

E.1

STATE PROJECT

NUMBER

SHEET

OR DOT 140(1)

/2

In t_ ft p w w o r k \d

\o r f a .d g n

QUANTITIES

PLAN AND PROFILE

TABULATION OF

/2

:3

J a n u a r y

N

CP

CP

CP

Profile grade

Existing ground

164048

164050

164052

BEGIN PROJECT

T

.0

T

.0

.0

S Slope stake limits

18+05.00

OR DOT 140(1)

Line to be constructed

Department of State Lands

State of Oregon

CP

164046

.7

.7

SR

T

UPPER KLAMATH LAKE

LEGEND:

Slope stake limits

Tangent terminal section

Klamath County Boat Marina

OR 140

Protect curb of pavement

Proposed edge edge of pavement

Proposed

.0

Guardrail, RT (550 LNFT)

El = 4,149.94

210,425.806E =

206,723.776N =

A

200' guardrail radius

Mechanically - Placed

Special Rock Embankment, CP

164047

A

.0

.5

Guardrail, LT (837.5 LNFT)

Short radius guardrail system

Anchor terminal

Transition concrete bridge rail to guardrail

SR

P ip e c u lv e r t

P ip e c u lv e r t

(Biofiltration Swale)

Roadside Development

19+50 to 22+00

24-inch pipe culvert

21+95

24-inch pipe culvert

25+60

Orange) - 135 LNFT

Fence (Temporary Plastic, CUYD

EXC.

CUYD

EMB.

30+0027+5025+0022+5020+0017+50

4100 4100

4110 4110

4120 4120

4130 4130

4140 4140

4150 4150

4160 4160

4170 4170

4180 4180

K H a rr is o n

O R

C A

T e a m

/2

/2

C h e c k e d b y

D e s ig n e d b y class A steel posts (typ.)

Guardrail system MGS, type 2, class A steel posts (typ.)

Guardrail system MGS, type 2, E.2

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k

\d

\o r f a .d g n

OR DOT 140(1)

:5

J a n u a r y see sheet C.4 for detail

Pavement transition

,1

.0

-0.0983%

150' VC

K = 1525

,1

.0

+0.0000%

150' VC

K = 2475

-0.0983%4 ,1

.9 e=8%

Curve= ALT8A-1

D

D

R= 1,558.39'

Ts= 487.53'

L= 50.78'

Spiral= ALT8A-1A f

Ls= 459.08'

Spiral= ALT8A-2B f

Ls= 119.89'

Curve= ALT8A-2

D

D

R= 3,496.62'

Ts1= 1,216.57'

Ts2= 1,243.50'

L= 2,085.92'

S C

.1

C S

.8

S T

.9

T S

.1

S C

.0 e=4.5%

1,608

CP

CP

CP

164049

162024

164051

CP

164045

4145 4145

5 4175 4

N

.3

.0

T

.0

.0

Existing ground

Profile grade

CP

CP

164042

CP

164041

CP

162022

CP

164040

CP

164039

CP

164038

CP

164037

162023

Slope stake limits

CP

164043

UPPER KLAMATH LAKE

Slope stake limits

Line to be constructed

OR 140

Proposed edge of pavement

Proposed edge of pavement

Guardrail, RT (62.5 LNFT)

Mechanically - Placed

Special Rock Embankment, SR

P ip e c u lv e r t

Guardrail, LT (1,662.5 LNFT)

24-inch pipe culvert

44+26

P ip e c u lv e r t

P ip e c u lv e r t

24-inch pipe culvert

37+64

24-inch pipe culvert

30+70

See Sheets C.2 and F.1

Snowplow turnaround, Orange) -385 LNFT

Fence (Temporary Plastic, class A steel posts (typ.)

type 2, Guardrail system MGS, type 2, class A steel posts (typ.)

Guardrail system MGS, CUYD

EXC.

CUYD

EMB.

45+0042+5040+0037+5035+0032+5030+00

4100 4100

4110 4110

4120 4120

4130 4130

4140 4140

4150 4150

4160 4160

4170 4170

4180 4180

E.3

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r f b .d g n

OR DOT 140(1)

:0

J a n u a r y

K H a rr is o n

O R

C A

T e a m

/2

/2

C h e c k e d b y

D e s ig n e d b y

+0.0606%

Spiral= ALT8A-2A f

Ls= 174.92'

C S

.9

Curve= ALT8A-2

D

D

R= 3,496.62'

Ts1= 1,216.57'

Ts2= 1,243.50'

L= 2,085.92' e=4.5%

2,243

04135

35 4

0 4190

CP

CP

164034

CP

164033

CP

164032

164035

CP

164030

CP

164031

CP

164029

Slope stake limits

Department of State Lands

State of Oregon

CP

164036

Existing ground

Profile grade

UPPER KLAMATH LAKE

T

.5

.0

Slope stake limits

OR 140

N

Line to be constructed

Proposed edge of pavement of pavement

Proposed edge

A

.5

A

.0

.5

(62.5 LNFT)

Guardrail, RT

.0

See Sheets C.2 & F.2

Turnout radius

100' guardrail

100' guardrail radius

Mechanically - Placed

Special Rock Embankment, P ip e c u lv e r t

24-inch pipe culvert

57+80 class A steel posts (typ.)

Guardrail system MGS, type 2, CUYD

EXC.

CUYD

EMB.

60+0057+5055+0052+5050+0047+5045+00

4100 4100

4110 4110

4120 4120

4130 4130

4140 4140

4150 4150

4160 4160

4170 4170

4180 4180

E.4

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r f c .d g n

OR DOT 140(1)

:2 a n u a r y

K H a rr is o n

O R

C A

T e a m

/2

/2

C h e c k e d b y

D e s ig n e d b y

+0.0606% +0.0606%

Curve= ALT8A-3

D

R= 11,459.16'

T= 263.48'

L= 526.87'

Spiral= ALT8A-4B f

Ls= 190.00'

Curve= ALT8A-4

D

D

R= 2,083.48'

Ts1= 442.69'

Ts2= 442.69'

L= 498.82'

S T

.9

P C

.7

P T

.6

T S

.4

S C

.4 e=NC e=7%

Guardrail, LT (1,637.5 LNFT)Guardrail, LT (1,662.5 LNFT)

2,617

CP

164028

41504150

4155 4160

T

.0

.0

CP

164026

CP

164025

CP

164023

CP

162020

CP

164022

CP

164021

CP

164020

Department of State Lands

State of Oregon

CP

162021

CP

164027

164024

CP

Profile grade

Existing ground

UPPER KLAMATH LAKE

Slope stake limits

Slope stake limits

Line to be constructed

N

OR 140

Proposed edge of pavement

Proposed edge of pavement

A

.0

.5

A

.0

.5

Guardrail, RT (3,437.5 LNFT)

Guardrail, LT (2,850 LNFT) radius

100' guardrail

Guardrail, LT (1,637.5 LNFT) guardrail radius

100'

Mechanically - Placed

Special Rock Embankment, (Biofiltration Swale)

Roadside Development

64+75 to 87+00

P ip e c u lv e r t

24-inch pipe culvert

64+00

P ip e c u lv e r t

See Sheets C.2 & F.3

Turnout, Catch basin, ditch inlet

24-inch pipe culvert

70+44 class A steel posts (typ.)

Guardrail system MGS, type 2, Catch basin, ditch inlet

24-inch pipe culvert

74+50

P ip e c u lv e r t class A steel posts (typ.)

Guardrail system MGS, type 2, CUYD

EXC.

CUYD

EMB.

75+0072+5070+0067+5065+0062+5060+00

4100 4100

4110 4110

4120 4120

4130 4130

4140 4140

4150 4150

4160 4160

4170 4170

4180 4180

E.5

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r f d .d g n

OR DOT 140(1)

:5

J a n u a r y

K H a rr is o n

O R

C A

T e a m

/2

/2

C h e c k e d b y

D e s ig n e d b y class A steel posts (typ.)

Guardrail system MGS, type 2, ,1

.0

400' VC

K = 1113

,1

.1

+0.4200% -0.5100%

500' VC

K = 538

SSD = 1410'

,1

.5

-0.1623%

300' VC

K = 863

Spiral= ALT8A-4A f

Ls= 189.99'

Spiral= ALT8A-5B f

Ls= 220.00'

Curve= ALT8A-5 D

D

R= 1,762.95' Ts1= 432.04' Ts2= 432.03' L= 416.68'

Spiral= ALT8A-5A f

Ls= 219.99'

C S

.2

S T

.2

T S

.6

S C

.6

C S

.3

S T

.3 e=8%

D I

D I

6,715

41604160

41654165

41704170

41754175

41754175

41854185

41854185

42154220

42204225

4225 4225

42254230

N

Profile grade

CP

164017

CP

164016

CP

164013

CP

CP164014

CP

164012

CP

164011

164018

CP

164019

CP

164015

CP

Existing ground

Line to be constructed

Slope stake limits

Slope stake limits

CP

Department of State Lands

State of Oregon

UPPER KLAMATH LAKE

OR 140

Proposed edge of pavement

Proposed edge of pavement

Guardrail, LT (2,850 LNFT)

Guardrail, RT (3,437.5 LNFT)

Mechanically - Placed

Special Rock Embankment, P ip e c u lv e r t

P ip e c u lv e r t

(Biofiltration Swale)

Roadside Development

64+75 to 87+00

Catch basin, ditch inlet

24-inch pipe culvert

82+00

Catch basin, ditch inlet

24-inch pipe culvert

87+62 class A steel posts (typ.)

Guardrail system MGS, type 2, CUYD

EXC.

CUYD

EMB.

90+0087+5085+0082+5080+0077+5075+00

4100 4100

4110 4110

4120 4120

4130 4130

4140 4140

4150 4150

4160 4160

4170 4170

4180 4180

E.6

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r f e .d g n

OR DOT 140(1)

:5

J a n u a r y

K H a rr is o n

O R

C A

T e a m

/2

/2

C h e c k e d b y

D e s ig n e d b y : class A steel posts (typ.)

Guardrail system MGS, type 2, -0.1623%

,1

.5

-0.1623% -0.4311%

200' VC

K = 744

SSD = 4114'

,1

.7

+0.0831%

200' VC

K = 389

+0.0831%

Spiral= ALT8A-6B f

Ls= 175.00'

Curve= ALT8A-6

D

D

R= 4,911.07'

Ts1= 365.04'

Ts2= 365.03'

L= 379.46'

Spiral= ALT8A-6A f

Ls= 174.99'

Spiral= ALT8A-7B f

Ls= 175.00'

Curve= ALT8A-7

D

D

R= 4,911.07'

Ts1= 370.13'

Ts2= 370.13'

L= 389.62'

T S

.3

S C

.3

C S

.8

S T

.7

T S

.6

S C

.6 e=3.5% e=3.5%

D I

D I

1,346

41554155

41604160

416541654165

41704170

41754175

4185 4185

5 4195

42004205

4205 4

4210 4

42154220

5 4225

N

T

.0

.0

CP

164009

CP

164006

CP

162019

CP

164008

CP

162018

CP

164007

CP

164005

CP

164010

Line to be constructed

UPPER KLAMATH LAKE

Department of State Lands

State of Oregon

Existing ground

Profile grade

OR 140

Proposed edge of pavement

Slope stake limits

Slope stake limits

Proposed edge of pavement

A

.0

.5

A

.7

.2

Guardrail, RT (3,437.5 LNFT)

See Sheets C.2 & F.4

Turnout radius

100' guardrail

Mechanically - Placed

Special Rock Embankment, (Biofiltration Swale)

Roadside Development

92+25 to 107+06

P ip e c u lv e r t

P ip e c u lv e r t

24-inch pipe culvert

94+21 24-inch pipe culvert

100+35 radius

100' guardrail class A steel posts (typ.)

Guardrail system MGS, type 2, CUYD

EXC.

CUYD

EMB.

105+00102+50100+0097+5095+0092+5090+00

4110 4110

4120 4120

4130 4130

4140 4140

4150 4150

4160 4160

4170 4170

4180 4180

4190 4190

E.7

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r f f .d g n

OR DOT 140(1)

:3 a n u a r y

K H a rr is o n

O R

C A

T e a m

/2

/2

C h e c k e d b y

D e s ig n e d b y class A steel posts (typ.)

Guardrail system MGS, type 2, ,1

.5

+0.0831% -0.4073%

300' VC

K = 612

SSD = 2350'

+0.0831%

Spiral= ALT8A-7A f

Ls= 174.99'

Spiral= ALT8A-8B f

Ls= 175.00'

Curve= ALT8A-8

D

D

R= 2,455.53'

Ts1= 224.93'

Ts2= 224.92'

L= 99.52'

Spiral= ALT8A-8A f

Ls= 174.99'

C S

.2

S T

.2

T S

.9

S C

.9

C S

.5

S T

.5 e=6%

2,149

Guardrail, LT (2,850 LNFT) Guardrail, LT (1612.5 LNFT)

1,407

41504150

T

.7

.7

S

S

.5

.7

CP

162017

Line to be constructed

CP

CP

164003

CP

164002

CP

164001

CP

164000

164004

Slope stake limits

Slope stake limits

Department of State Lands

State of Oregon

164005

CP

164067

CP

CP

164066

Profile grade

Existing ground

UPPER KLAMATH LAKE

Slope stake limits

G E

A R

Y C

A N

A L

Waukee, IA 50263

1255 Jordan Creek Parkway

Doc. No. 2014-008816

DHH Oregon Company, LC

Seattle, WA 98101-2613

1301 Fifth Avenue, Suite 2700

Doc. No. 2015-009348

EPC Green Diamond LLC

N

OR 140

G e a ry C a n a l

Proposed edge of pavement

Proposed edge of pavement

Aspen Lake Road

Mechanically - Placed

Special Rock Embankment, See Sheets C.2 and F.1 turnaround, Snowplow

P ip e c u lv e r t

(Biofiltration Swale)

Roadside Development

92+25 to 107+06

Guardrail, RT (337.5 LNFT)

24-inch pipe culvert

105+37

Fence (Temporary Plastic, Orange) - 125 LNFT

Protect utility pole

Guardrail, LT (1,612.5 LNFT)

END PROJECT

114+93.50

OR DOT 140(1)

El=4151.589

E=213924.2189

N=197928.1998

E n d r e c o n s tr u c ti o n

.5 class A steel posts (typ.)

type 2, Guardrail system MGS, class A steel posts (typ.)

type 2, Guardrail system MGS, D I

D I

CUYD

EXC.

CUYD

EMB.

120+00117+50115+00112+50110+00107+50105+00

4110 4110

4120 4120

4130 4130

4140 4140

4150 4150

4160 4160

4170 4170

4180 4180

4190 4190

E.8

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r f g .d g n

OR DOT 140(1)

:4 a n u a r y

K H a rr is o n

O R

C A

T e a m

/2

/2

C h e c k e d b y

D e s ig n e d b y see sheet C.4 for detail

Pavement transition

,1

.3

-0.4073% +0.4547%

275' VC

K = 319

S T

.1

Spiral= ALT8A-9B f

Ls= 225.00'

Curve= ALT8A-9

D

D

R= 1,527.89'

Ts1= 393.94'

Ts2= 393.91'

L= 331.24'

Spiral= ALT8A-9A f

Ls= 224.92'

T S

.9

S C

.9

C S

.2 e=8%

4,332

FOOTNOTE:

6" (min.)

1:

(m ax

6" (min.)

DETAIL A

ASSEMBLY DETAIL

SETTLEMENT PLATE

"4

" x 24" x 24"4 1Steel base plate

" x 24" x 24"4 1Steel base plate

Iron pipe cap

See Detail A

Iron pipe casing

Threaded cap

Fitting (as required) with threaded fittings

4" Diameter iron pipe (casing) screwed into base plate

2" Diameter iron pipe (marker), Iron pipe cap

[1]leveling pad

Select borrow approved by the CO.

See SCR Section 621 for general locations. Final locations to be [2] settlement plate assembly.

Place on leveling pad to provide a level, stable foundation for the[1]

22'

(Surcharge)

Construction

Embankment

LC

Top of surcharge

[2]SETTLEMENT PLATE ASSEMBLY

E.9

STATE PROJECT

NUMBER

SHEET

U

S

S u r2 p w w o r k

\d

\o r f h

.d g n

OR DOT 140(1)

:5

A u g u s t k H a r r is o n

O R

C A

T e a m

/2

/2

C h e c k e d b y

D e s ig n e d b y

Special Rock Embankment, Mechanically - Placed

Top of Special Topping (Topping) over

6" 6"

41554160

4205 4205

N

N

Slope stake limits

Line to be constructed

Grade break

Grade break

Begin turnaround

31+10, 18' RT

End turnaround

34+36, 18' RT

Slope stake limits

Line to be constructed

109+40.02, 83.91' RT

End turnaround

111+42.50, 31.11' RT

111+42.50, 18' RT

31+10 to 34+36

SNOWPLOW TURNAROUND

107+00 to 111+42.50

SNOWPLOW TURNAROUND

Begin turnaround

107+00, 18' RT

are included in Section C and Section E.

All other quantities for OR 140 snowplow turnarounds and turnouts1.

NOTE:

ASPEN LAKE ROAD

F.1

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k

\d

\o r r a .d g n

OR DOT 140(1)

:0 a n u a r y

C

A T e

C h e c k e d b y

D e s ig n e d b y

R

41404145

41554155

4160 4165

(Mitigation, log deflector and Planting, wetland plants)

TURNOUT

END

TURNOUT

BEGIN

N

Slope stake limits

Line to be constructed

Slope stake limits

SCALE IN FEET

Proposed edge of pavement

Edge of turnout

47+50, 41' LT

Edge of turnout

50+50, 41' LT

Grade break

21' LT

46+50

21' LT

51+50

Proposed edge of pavement

NOTE:

Mechanically - Placed

Special Rock Embankment, Detail 1

5-ft min.

(see Detail 1)

Plantings, wetland plants

Mitigation, log deflector and

(see Detail 1)

Plantings, wetland plants

Mitigation, log deflector and

(see Detail 1)

Plantings, wetland plants

Mitigation, log deflector and

El. 4145' LakeOHW

FOOTNOTE:

are included in Section C and Section E.

Quantities for OR 140 snowplow turnarounds and turnouts1.[1]Mitigation, log deflector

[2]Plantings, wetland plants

Buried 2/3 log length by the CO.

Location of Plantings, wetland plants as approved [2] horizontal angle to the bank.

into the water with the trunk placed at a 45-degree by the CO. Place logs with the rootwad end projecting

Location of the mitigation, log deflector as approved [1]

F.2

STATE PROJECT

NUMBER

SHEET

In t_ ft p w w o r k \d

\o r r b .d g n

OR DOT 140(1)

:2 a n u a r y

K

H A

R R

IS

O

N O

R C

A T e a m

/2

/2

C h e c k e d b y

D e s ig n e d b y

46+50 to 51+50

MAINLINE TURNOUTS

41504150

4160 416

TURNOUT

END

TURNOUT

BEGIN

N

Line to be constructed

Slope stake limits

Slope stake limits

SCALE IN FEET

Proposed edge of pavement

Edge of turnout

67+00, 41' LT Edge of turnout

68+50, 41' LT

Grade break

R= 1803.95

21' LT

66+00

21' LT

69+50

NOTE:

2.

1.

wetland plants as approved by the CO.

Location of the mitigation, log deflector and plantings, are included in Section C and Section E.

Quantities for OR 140 snowplow turnarounds and turnouts

(see Detail 1, Sheet F.2)

Plantings, wetland plants

Mitigation, log deflector and

(see Detail 1, Sheet F.2)

Plantings, wetland plants

Mitigation, log deflector and

(see Detail 1,…