SD FLAP SDGFP AD Plans.pdf

03/11/2026

DI

girdergdr.

galvanizedgalv.

gage (gauge)ga.G footingftg.

finishfin.

flared end sectionFES federalFed.

fill facef.f.F exteriorext.

expansion jointexp. jt.

excavationexc.

edge of waterEW and wifeet ux and otherset al edge of roadER equationEQ or eq.

edge of pavementEOP

Engineer(s)engr(s).

embankmentemb.

elevationelev.

elevation with numberEl. 94.066 superelevation ratee eastEE drawing(s)dwg(s).

donation land claimDLC districtDist.

distancedist.

diaphragmdiaph.

diagonaldiag.

diameterdia. or D drop inletDI design hour volumeDHV decrementdecr.D culvertculv.

contingent sumCTSM centersctrs.

point of curve to spiralCS creekcr.

corrugatedcorr.

continuouscont.

construction jointconstr. jt.

constructionconstr.

concreteconc.

columncol.

countyCo.

corrugated metal pipeCMP clearclr.

center to centerc-c concrete box culvertCBCC bearingbrg.

bridgebr.

balance pointBP bench markBM backBK beginning, beginbeg.

both facesb.f.B asphaltasph.

approachappr.

alternatealt.

aheadAH aggregateaggr.

average daily trafficADT abutmentabut.A diameterØ curve deltaΔ centerline�

ABBREVIATIONS

routerte.

rightRt. or RT reference hubRH retaining wallret. wall ReservationRes.

reservoirres.

requiredreqd.

reinforcementreinf.

reconstructionreconst.

roadwayrdwy.

roadrd.

right-of-wayR/W rangeR.

radiusRR quantitiesquant., QtyQ pavementpvmt.

point of tangentPT pounds per square inchpsi projectproj.

point on tangentPOT point on spiralPOS point on curvePOC platepl.

point of intersectionPI perforateperf.

point of compound curvePCC point of curvePCP outside diameterOD other faceo.f.

on centerso.c.O numberno. or # negativeneg.

normal crownNC northNN mountain(s)mtn(s).

monumentmon.

minimummin.

Midwest Guardrail SystemMGS maximummax.

materialmatl.

maintenancemaint.

magneticmag.M low waterLW leftLt. or LT lump sumLPSM longitudelong.

latitudelat.

laminationlam.

length of curveLL jointjt.J interiorint.

inclusive, includingincl.

inside diameterIDI highwayhwy.

high waterHW horizontalhoriz.

hexagonhex.

homestead entry surveyHES headwallhdwl.H

WestWW vertical point of intersectionVPI vehicles per hourvph verticalvert.

design speedVV typicaltyp.

point of tangent to spiralTS transversetransv.

temporary construction easementTCE temporary bench markTBM tangenttan.

townshipT.

tangent lengthTT symmetricalsym.

structuralstruc.

straightstr.

stiffenerstiff.

standardstd.

stationsta.

point of spiral to tangentST streetst.

specificationspec.

spacing, spaces or spacedspa.

shouldershldr.

sectionsec.

point of spiral to curveSC seasonal average daily trafficSADT southSS

DRAINAGE SYMBOLS

Riprap apron (proposed)

Underdrain (existing, proposed)

With drop inlet (existing, proposed)

With headwalls (existing, proposed)

With end sections (existing, proposed)

Pipe culvert (existing, proposed)

Box culvert (existing, proposed)

Bridge (existing, proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (existing, proposed)

S y m b o ls c p w w o rk in g \c e n tr a l0

\d

\S

Y M

(9 )S

D G

F P

.d g n

:4

P

M

N o v e m b e r

Sheet 1 of 2

AND ABBREVIATIONS

CONVENTIONAL PLAN SYMBOLS

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

SD FLAP SDGFP PARKING(1)

A2

20068

MICHAEL

FLICK

BH

0.00EL.

TP

TP

FENCE & CATTLE GUARD SYMBOLS

Cattle guard (existing, proposed)

Fence with gate (existing, proposed)

Fence (existing, proposed)

GEOLOGIC SYMBOLS

Material source

Boring location

LANDSCAPING & VEGETATION SYMBOLS

Tree line

Tree

MAPPING SYMBOLS

Survey control point

Trail

Spot elevation

Double Track

Single Track

Railroad

North arrow

Coordinate Grid Tick

Building (existing, proposed)

RIGHT-OF-WAY SYMBOLS

Section corner (found, projected)16

Section corner (found, projected)4

Section corner (found, projected)

Right-of-way line (proposed)

Right-of-way line (existing)

Property line

Parcel number

Monument (as described)

Temporary (proposed)

Permanent (proposed)

Permanent (existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section16

Section4

Section

Township or Range line

City

County

State

National

Boundaries

GUARDRAIL, BARRIER & WALL SYMBOLS

Retaining Wall (existing, proposed)

Median & Side Barrier (existing, proposed)

Guardwall (proposed)

Guardrail (existing, proposed)

SIGN SYMBOLS

Post mounted (existing, proposed)

Portable (proposed)

Delineator (existing, proposed)

Commercial (existing, proposed)

Signs

ROADWAY SYMBOLS

Roadway obliteration

Roadway centerline (with station ticks)

Edge of roadway (existing, proposed)

Toe of fill

Transition

Top of Cut

Slope stake limits

Clearing/construction limits

UTILITY SYMBOLS

Telephone (existing, proposed)

Power (existing, proposed)

Fiber optic (existing, proposed)

CATV (existing, proposed)

Overhead utility

Water (existing, proposed)

Telephone (existing, proposed)

Sanitary sewer (existing, proposed)

Power (existing, proposed)

Oil (existing, proposed)

Gas (existing, proposed)

Fiber optic (existing, proposed)

CATV (existing, proposed)

Underground utility

Telephone pedestal (existing, proposed)

Street light (existing, proposed)

Support pole anchor (existing, proposed)

Support pole (existing, proposed)

Surface (existing, proposed)

Underground (existing, proposed)

Irrigation ditch

PROJECT SPECIFIC SYMBOLS

Telephone (existing, proposed)CATV (existing, proposed)Existing grass island

S y m b o ls p w w o r k in g \c e n tr a l0

\d

\S

Y M

S

D G

F P

.d g n

:4 o v e m b e r

Sheet 2 of 2

AND ABBREVIATIONS

CONVENTIONAL PLAN SYMBOLS

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

A3

S u r v e y

C o n tr o l p w w o r k in g \c e n tr a l0

\d

\C

T L

S

D G

F P

.d g n

:4

A u g u s t

5 SURVEY CONTROL

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

A4

DATE: 3/17/2026

MISSOURI RIVER

(LAKE FRANCIS CASE)

CHARLES MIX COUNTY

s t A v e

297th St

Day-use area access road

Day-use area

Limits of construction

150 300075150

Scale in feet

N

NOTE:

906+

907+

908+00

909+00

910+00

Schedule A and Option X

SD FLAP SDGFP PARKING(1)

900+00.00

BEGIN PROJECT

Schedule A and Option X

SD FLAP SDGFP PARKING(1)

908+40.90

END PROJECT

To Pickstown

3 miles

T o L a k e A n d e s m ile s concrete portion of the boat ramp.

limits of construction. Do not stage on the be used for staging within the proposed

The North Point Boat Ramp parking lot may

S it e M a p

S h e e t] p w w o r k in g \c e n tr a l0

\d

\S

T E

S

D G

F P

.d g n

:0

F e b r u a r y

SITE MAP

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

A5

LC

16'-19' (match existing width)31'14'14'36'16'-19' (match existing width)5' 5' top asphalt lift)

Fog seal (applied to

(placed in two lifts)

3.5" Asphalt concrete pavement

6" Roadway aggregate, method 2 asphalt lifts)

Tack coat (between to first asphalt lift)

Prime coat (applied prior

Limit

Stake

Slope

Existing Ground

Limit

Stake

Slope

LC

varies from 3" to 4"

Existing aggregate base depth varies from 0.5" to 3"

Existing asphalt pavement depth

9.5" Roadway excavation

(placed in two lifts)

3.5" Asphalt concrete pavement

6" Roadway aggregate, method 2 for structural section details

See mainline typical section

(safety edge)

Construct 30° pavement edge

See Detail A

9.5" Roadway Excavation

Stabilization Geotextile (Option X)

Shoulder up with aggregate base

Stabilization Geotextile (Option X)

Stabilization Geotextile (Option X) top asphalt lift)

Fog seal (applied to

(placed in two lifts)

3.5" Asphalt concrete pavement

6" Roadway aggregate, method 2 asphalt lifts)

Tack coat (between to first asphalt lift)

Prime coat (applied prior

Construction Limits

Drive Lane Parking Spaces Drive Lane Drive Lane Parking Spaces Drive Lane

Match existing Match existing Match existing

Match existing Match existing

Match existing

900+00.00 to 908+40.90

RTE 900 NORTH POINT PARKING

TYPICAL SECTION

127'

Average existing width

900+00.00 to 908+40.90

RTE 900 NORTH POINT PARKING

EXISTING TYPICAL SECTION

906+46.09 to 907+22.33, Rt.

ABA PARKING PAD

RTE 900 NORTH POINT PARKING

TYPICAL SECTION

1.75% (MAX)

existing paved areas.

5. Clearing and grubbing limits include areas outside of existing pavement and grass islands within

4. See D sheets for proposed cross section points.

slopes during final grading. Paid as placing conserved topsoil.

concrete pavement surfacing, grade the windrowed topsoil material onto the final roadway fill edge. Incidental to clearing and grubbing, not paid separately. After completion of final asphalt

3. During clearing and grubbing, windrow existing topsoil material outside of the existing roadway

1:3, to match existing slopes.

Construct a 1:4 or flatter foreslope. Steepen the foreslopes as necessary, but not steeper than 2.

Dimensions shown are approximate and may be varied by the CO.1.

Note:

DETAIL A

1:3 MAX

:1

1' limits and Topsoil

Seeding limits and Topsoil

Seeding

4.

Clearing and grubbing limit

4.

4.4.

4.

4.

5.

0.16TOTALS (mi)

840.9TOTALS (ft)

840.9900+00.00 to 908+40.90

(ft)

Roadway Station to Station

LENGTH OF PROJECT

R e m o v e a n d

R e p la c e P a v e m e n t p w w o r k in g

\c e n tr a l0

\d

\T

Y P

S

D G

F P

.d g n

:0

J a n u a r y

TYPICAL SECTION

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

A6 left

Sheet and Description

B3 B3 B3 B4 B4 B5 B5

SURVEY

AND

STAKING

SUMMARY

CLEARING AND

REVEGETATION

SUMMARY

GRADING

SUMMARY

MISCELLANEOUS

SUMMARY

SURFACING

SUMMARY

PERMANENT

PAVEMENT

MARKING

SUMMARY

PERMANENT

SIGNING

SUMMARY

BID

SCHEDULE

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 1 1

A0030 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0040 15401-0000 CONTRACTOR TESTING LPSM ALL

A0050 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0060 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0070 15720-0000 STORMWATER POLLUTION PREVENTION PLAN LPSM ALL

A0080 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0090 20101-0000 CLEARING AND GRUBBING ACRE 1.39 0.06 1.45

A0100 20301-2400 REMOVAL OF SIGN EACH 2 2

A0110 20401-0000 ROADWAY EXCAVATION CUYD 5173 527 5700

A0120 20402-0000 SUBEXCAVATION CUYD 3300 As directed by the CO.

A0150 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3594 206 3800

A0160 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 2143 157 2300

A0170 40601-0000 FOG SEAL TON 4 0.5 4.5

A0180 40605-0000 BLOTTER TON 15 5 20

A0190 41102-1000 PRIME COAT, METHOD 1 SQYD 10814 586 11400

A0200 41201-0000 TACK COAT TON 4 0.5 4.5

A0210 61002-1000 PAD, CONCRETE SQYD 7 3 10

A0220 61921-1000 REMOVE AND RESET FENCE LNFT 11 4 15

A0230 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0240 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 20

A0250 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20

A0260 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 20

A0270 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20

A0280 62201-3150 HYDRAULIC EXCAVATOR, 1.0 CUBIC YARD MINIMUM CAPACITY

WITH THUMB ATTACHMENT HOUR 20

A0290 62301-0000 GENERAL LABOR HOUR 40

A0310 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A0320 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 0.19 0.01 0.2

A0330 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.19 0.01 0.2

A0340 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.19 0.01 0.2

A0350 63301-0000 SIGN SYSTEM EACH 2 2

A0360 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 9966 334 10300

A0370 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 2 2

A0380 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 2 2

A0390 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0410 63701-0000 FIELD OFFICE EACH 1

PAY ITEM

NUMBER

LINE

ITEM

NO.

c p w w o rk in g \c e n tr a l0

\d

S D

G F P S O

Q .x ls m

]S h e e t

-M a r-

:3 P

M

A

M

E

N

D

SUMMARY OF QUANTITIES - Schedule A

Milestone: 100% Submittal

Date Completed: 02/19/26

Report Date: 02/19/2026

Remarks and/or

Determination of

Estimated Quantity

Estimated

Quantities

ALLOW-

ANCE

UNITPAY ITEM DESCRIPTION

PROJECT

B1

SD FLAP SDGFP PARKING(1)

NORTH POINT PARKING LOT

SHEET

NUMBER

03/11/2026

20068 left

B6

SURFACING

SUMMARY

BID

SCHEDULE

X0010 20702-0000 STABILIZATION GEOTEXTILE SQYD 10814 586 11400

PAY ITEM

NUMBER

LINE

ITEM

NO.

c p w w o rk in g \c e n tr a l0

\d

S D

G F P S O

Q O p ti o n X

.x ls m ]S h e e t

-M a r-

:0 P

M

A

M

E

N

D

SUMMARY OF QUANTITIES - Option X

Milestone: 100% Submittal

Date Completed: 1/22/26

Report Date: 1/22/26

Remarks and/or Determination of Estimated Quantity

Estimated

Quantities

ALLOW-

ANCE

UNITPAY ITEM DESCRIPTION

PROJECT

B2

SD FLAP SDGFP PARKING(1)

NORTH POINT PARKING LOT

SHEET

NUMBER

03/11/2026

20068

:2

F e b r u a r y

S u r v e y a n d S ta k in g a n d C le a r in g a n d

G r u b b in g a n d G r a d in g

S u m m a r ie s p w w o r k in g

\c e n tr a l0

\d

\T

A B

S

D G

F P

.d g n

GRADING SUMMARIES

AND REVEGETATION AND

SURVEY AND STAKING, CLEARING

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

B3

:4

J a n u a r y

S u r f a c in g S u m m a r y p w w o r k in g

\c e n tr a l0

\d

\T

A B

S

D G

F P

.d g n

SUMMARIES

SURFACING AND MISCELLANEOUS

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

B4

NOTE:

condition for use on this project to verify that stencils are available and in good available for use from SDGFP. Coordinate with the CO

2. Plug In and Plug Out pavement marking stencils are

1. Estimate accounts for 2 coats of paint.

:3

J a n u a r y

P e r m a n e n t P a v e m e n t M a r k in g s a n d

P e r m a n e n t S ig n in g

S u m m a r p w w o r k in g

\c e n tr a l0

\d

\T

A B

S

D G

F P

.d g n

SUMMARIES

PERMANENT PAVEMENT MARKINGS

PERMANENT SIGNING AND

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

B5 subexcavation geotextile filter.

1. Option X stabilization geotextile does not include

O p ti o n

X p w w o r k in g

\c e n tr a l0

\d

\T

A B

S

D G

F P

.d g n

:4

J a n u a r y

OPTION X

SURFACING SUMMARY

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

B6

ROADWAY EXCAVATION

Roadway Excavation Topsoil Stripping in Cuts

Topsoil Stripping in Cuts

2.5"- 6" Subgrade

3"- 4" Aggregate base

0.5"- 3" Asphalt Concrete Pavement

Roadway Excavation

:2 a r c h

D e s ig n I n tl

F p w w o r k in g \c e n tr a l0

\d

\E

W K

S

D G

F P

.d g n

DRAWINGS

EARTHWORK REPRESENTATION

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

B7

C P -3

C P -3

JB

S W -0

T P

JB

E M

S W -0

S W -0

JB

T

T

Edge of pavement

Edge of pavement

Protect in place

Existing light pole and junction box box, Protect in place

Existing light pole and junction and pave

Remove grass island and pave

Remove grass island

Missouri River

Curve BL_900-02

Protect in place

Existing trail

Curve BL_900-01

Limits of construction

Remove tree root ball prior to construction

Tree to be removed by others and pave

Remove grass island

Limits of construction

(t yp

' (ty p

V a r ie s

V a r ty p

V a r ie s and pave

Remove grass island

Verify prior to beginning work

Estimated location of underground power

Protect in place

Underground power, Existing culvert, do not disturb

4" solid white stripe (typ.)

Day use area access ty p

(t yp

Edge of pavement

Edge of pavement

Protect in place

Existing light pole and junction box box, Protect in place

Existing light pole and junction and pave

Remove grass island and pave

Remove grass island

Missouri River

Curve BL_900-02

Protect in place

Existing trail

Curve BL_900-01

Limits of construction

Remove tree root ball prior to construction

Tree to be removed by others and pave

Remove grass island

Limits of construction

(t yp

' (ty p

V a r ie s

V a r ty p

V a r ie s and pave

Remove grass island

Verify prior to beginning work

Estimated location of underground power

Protect in place

Underground power, Existing culvert, do not disturb

4" solid white stripe (typ.)

Day use area access ty p

(t yp

2. See sheets D3-D6 for points and point tables.

1. Verify horizontal and vertical alignment prior to the start of construction.

NOTES:

N

25 50012.525

Scale in feet

Curve Data:

Curve BL_900-01 Curve BL_900-02

PI 902+68.42

Δ = 05°16'17" (RT)

R = 1,000.00' T = 46.03' L = 92.00'

PI 905+12.15

Δ = 03°30'01" (RT)

R = 1,000.00' T = 30.56' L = 61.09'

P C

.3

P T

.3

P C

.6

P T

.6

N46°50'37"W N46°50'37"W N41°34'19"W

BEGIN PROJECT

BEGIN ROADWAY CONSTRUCTION

SD FLAP SDGFP PARKING(1)

900+00.00 "BL_900"

N= 278509.1658 E= 2439775.8301 El.= 1368.62

BEGIN PROJECT

BEGIN ROADWAY CONSTRUCTION

SD FLAP SDGFP PARKING(1)

900+00.00 "BL_900"

N= 278509.1658 E= 2439775.8301 El.= 1368.62

B

L

P la n

-5 s c a le

S h e p w w o rk in g \c e n tr a l0

\d

\P

L N

(9 )S

D G

F P

.d g n

:0

F e b ru a ry

900+00 to 905+20

LOT PLAN SHEET

RTE 900 NORTH POINT PARKING

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

D1

C

JB

JB

C P -3

JB

P K

S W -0

P L U

G

IN

P L U

G O

U T existing handrail

Remove and reset

Protect in place

Existing concrete boat ramp

Edge of pavement

Missouri River

Limits of construction

Curve BL_900-02

Curve BL_900-03

Protect in place

Existing gravel apron

Protect in place

Existing light pole and junction box

Protect in place

Existing junction box

Protect in place

Existing delineator

Remove and Install R7-1L

907+42

Remove and Install R7-1R

906+76

See Special 634-A

"Plug Out" Pavement Marking

907+50

See Special 634-A

"Plug In" Pavement Marking

907+50

V a r ie s

' (ty p ty p

(t yp

(t yp construction

Limits of

V a r ie s pavement

Edge of

See Special 634-A

Accessible Pavement marking (typ.)

spaces (2) for boat ramp

Existing accessible parking concrete pad, Protect in place

Existing vault toilet and

See Special 610-A

Install 8'x8' concrete dumpster pad

Verify prior to beginning work

Estimated location of underground power sidewalk existing

Tie in to

4" solid white stripe (typ.)

Exisiting sidewalk, protect in place

'4

(t yp existing handrail

Remove and reset

Protect in place

Existing concrete boat ramp

Edge of pavement

Missouri River

Limits of construction

Curve BL_900-02

Curve BL_900-03

Protect in place

Existing gravel apron

Protect in place

Existing light pole and junction box

Protect in place

Existing junction box

Protect in place

Existing delineator

Remove and Install R7-1L

907+42

Remove and Install R7-1R

906+76

See Special 634-A

"Plug Out" Pavement Marking

907+50

See Special 634-A

"Plug In" Pavement Marking

907+50

V a r ie s

' (ty p ty p

(t yp

(t yp construction

Limits of

V a r ie s pavement

Edge of

See Special 634-A

Accessible Pavement marking (typ.)

spaces (2) for boat ramp

Existing accessible parking concrete pad, Protect in place

Existing vault toilet and

See Special 610-A

Install 8'x8' concrete dumpster pad

Verify prior to beginning work

Estimated location of underground power sidewalk existing

Tie in to

4" solid white stripe (typ.)

Exisiting sidewalk, protect in place

'4

(t yp

N

25 50012.525

Scale in feet

2. See sheets D3-D6 for points and point tables.

1. Verify horizontal and vertical alignment prior to the start of construction.

NOTES:

NO

PARKING

ANY

TIME

NO

PARKING

ANY

TIME

Curve Data:

Curve BL_900-03

PI 905+12.15

Δ = 03°30'01" (RT)

R = 1,000.00' T = 30.56' L = 61.09'

Curve BL_900-02

PI 907+70.49

Δ = 20°51'30" (RT)

R = 500.00' T = 92.03' L = 182.02'

P T

.6

P C

.4

P T

.4

P O

E

.7

N38°04'18"W

N17°12'48"W

NO

PARKING

ANY

TIME

NO

PARKING

ANY

TIME

END PROJECT

END ROADWAY CONSTRUCTION

SD FLAP SDGP PARKING (1)

908+40.90 "BL_900"

N= 279147.8608 E= 2439237.8576 El.= 1366.03

END PROJECT

END ROADWAY CONSTRUCTION

SD FLAP SDGP PARKING (1)

908+40.90 "BL_900"

N= 279147.8608 E= 2439237.8576 El.= 1366.03

B

L

P la n

-5 s c a le

S h e p w w o rk in g \c e n tr a l0

\d

\P

L N

(9 )S

D G

F P

.d g n

:3 a rc h

905+20 to 908+40.90

LOT PLAN SHEET

RTE 900 NORTH POINT PARKING

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

D2

C P -3

C P -3

JB

S W -0

T P

JB

E M

S W -0

S W -0

JB

T

T

Missouri River

A01

A02

A03

A04

A05

A06

A28

A27

A26

A25

A24

X03

X06

X01

X02

X04

X05

X07

X08

X09 X12

X11

X10 X13

X14

X15

X16

X17

X18

X19

X20

X21

X22

X28

X25

X23

X24

X26

X27

X30

X29

R

.6 R

N

25 50012.525

Scale in feet

1. See D5-D6 for point tables.

NOTES:

P

T S

B L

P la n s c a le

S h e p w w o r k in g \c e n tr a l0

\d

\P

L N

S

D G

F P

.d g n

:5

N o v e m b e r

900+00 to 905+20

LOT POINTS

RTE 900 NORTH POINT PARKING

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

D3

JB

JB

C P -3

JB

P K

S W -0

P L U

G

IN

P L U

G O

U T

Missouri River

A23

A22

A21

A20

A19

A18

A16

A15

A14

A17

A13

A12

A11

A10

A09

A08

A07

A29

A30

A32

A31 X31

X32

X33

X34

X35

X36

X37

X38

X39

X43

X40

X41

X42

X45

X44

X46

X47

X48

B06

B05

B01

B02

B04

B03

N

25 50012.525

Scale in feet

1. See D5-D6 for point tables.

NOTES:

P

T S

B L

P la n s c a le

S h e p w w o r k in g \c e n tr a l0

\d

\P

L N

S

D G

F P

.d g n

:4

N o v e m b e r

905+20 to 908+40.90

LOT POINTS

RTE 900 NORTH POINT PARKING

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

D4

1. Proposed elevations match existing ground to accommodate no-rise condition.

R

T E

P o in t T a b le p w w o r k in g \c e n tr a l0

\d

\P

L N

S

D G

F P

.d g n

:5 a r c h

Sheet 1 of 2

RTE 900 POINT TABLES

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

D5

1. Proposed elevations match existing ground to accommodate no-rise condition.

R

T E

P o in t T a b le

S h e e p w w o r k in g

\c e n tr a l0

\d

\P

L N

S

D G

F P

.d g n

:0 a r c h

Sheet 2 of 2

RTE 900 POINT TABLES

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

D6

NO SCALE

for structural section

See typical sections

Finished grade

Backfill according to Section 204

Geotextile filter for structural section

See typical sections

Finished grade according to Section 204

Backfill with material

NOTE:

See bench detail than Bench if greater Varies min.

Width of need

See note 3 not construct slopes steeper than 1V:2H unless approved.

slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill slope or make 5.

roadway cross slope when steeper than 2%.

toward the daylight for drainage, or match the existing subgrade hinge point. Slope the excavation bottom 2%

Daylight to drain when the excavation is within of the 4.

every of subexcavation depth.

bottom layers. Provide a minimum bench width for

Widen top of subexcavation area to allow for bench width in 3.

Do not place backfill material within the structural section.2.

Minimum subexcavation dimensions are1.

TYPICAL SECTION

SUBEXCAVATION

BENCH DETAIL

(2 ft typ.)

2 ft

1'

2' max.

6 feet wide x 6 feet long.

1-foot

2 feet

4 feet

SUBEXCAVATION

C204-51

FP-24

05/2025

CFLHD DETAIL

:3

S e p te m b e r

C

S h e p w w o r k in g \c e n tr a l0

\d

\C

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

F1

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

NEW PAVEMENT AT PARKING AREA ENTRANCE

(Full depth of proposed pavement section) Saw cut

Existing concrete boat ramp

New asphalt pavement

New base course

(Full depth of proposed pavement section) Saw cut

Existing subgrade

NEW PAVEMENT AT BOAT RAMP

401-A

A

S h e p w w o r k in g

\c e n tr a l0

\d

\E

.d g n

:4 o v e m b e r

SPECIAL

PAVEMENT TRANSITIONS

NO SCALE

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

K1

CONCRETE PAD

3.5" Asphalt concrete pavement

6" Roadway aggregate method 2

4" Bedding material

4" Concrete

Match Existing

610-A

C o n c r e te

P a d p w w o r k in g

\c e n tr a l0

\d

\6

A

.d g n :0

J a n u a r y

SPECIAL

CONCRETE PAD DETAIL

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

T1

H m in

Edge of pavement

POST TYPE

POST

SINGLE

POST SIZE TABLE

AREA (SQFT)

MAXIMUM SIGN

4" x 4"

SIZE

POST

4" x 6"

6" x 6"

H /5 o r m a x

SINGLE POST

(min.)

2'

OR RESIDENTIAL DISTRICT

ROADSIDE SIGN IN BUSINESS

Wood m a x

W

W

W

NOTES:

additional information.

Refer to Section 2A.18 of the MUTCD, latest edition, for for wood posts.

Refer to Special 633-B for breakaway support details

Uniform Traffic Control Devices" (MUTCD), latest edition.

Locate and set sign height according to the "Manual on

3.

2.

1.

SPEED

LIMIT

633-A

S p

A

S h e p w w o r k in g \c e n tr a l0

\d

\E

.d g n

:1

N o v e m b e r

SPECIAL

SIGN STRUCTURES

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

T2

Sign panel

4''

WOOD POST

POST SIZE HOLE DIAMETER

6'' x 6''

1.5''

2''

3'

4'

4'

D

Existing ground

(MIN.)

(D)

(See Table)

Holes (See Table)

Wood sign post

6.

5.

4.

3.

2.

1.

latest edition, for additional information.

Refer to Section 2A.18 of the MUTCD, details.

Refer to Special 633-A for sign mounting latest edition of the MUTCD.

Signs and Markings" as specified in the standards in the "Standard Highway

For sign punching details, see the blank position.

Maintain the post assembly in a plumb apart.

cannot be spaced a minimum of 7 feet if multiple posts are required and posts posts are considered to be non-breakaway

Signs requiring 6- by 6-inch wood signs placed behind protective barriers.

Breakaway sign support is not required for m a x

STATE PROJECT

NUMBER

SHEET

WOOD POST DATA TABLE

4'' x 6''

4'' x 4'' Not Required

NOTES:

633-B

S p

C

S h e p w w o r k in g \c e n tr a l0

\d

\E

.d g n

:2

D e c e m b e r

SPECIAL

WOOD POSTS

BREAKAWAY SIGN SUPPORT

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

T3 m in

24" min.

TYPE

PAVEMENT MARKING AREAS

8.7

8.6

SQFT

3'-9" (typ.)

Plug Out Symbol

Plug In Symbol w/ Symbol, blue background, and white border w/ Symbol only

Accessibility Symbol:

NOTES:

4.

3.

2.

1.

and white border

(b) w/ Symbol, blue background,

(a) w/ Symbol only; or following configurations:

otherwise by the CO in one of the as indicated in the plans or directed

Provide Accessibility Symbol marking edition.

"Standard Highway Signs", latest symbols in accordance with the

Place all letters, numerals, and kind as approved by the CO.

"Plug Out" symbols and replace in

Document existing "Plug In" and

Devices'' (MUTCD), latest edition.

''Manual on Uniform Traffic Control markings in accordance with the

Place pavement word and symbol

3" min.

(typ.)

"21

See Note 3

Blue background

See Note 3

White border

See Note 3

Accessibility symbol 9" R

6" R

" R

3" R (typ.)

3" R (typ.)

ACCESSIBILITY SYMBOL

PLUG IN AND PLUG OUT SYMBOLS 2.

64" (Match Existing)

M a tc h E x is ti n g

M a tc h E x is ti n g

72" (Match Existing)

2.

2.

634-A

S p

A

S h e p w w o r k in g

\c e n tr a l0

\d

\E

.d g n

:2

D e c e m b e r

SPECIAL

SYMBOLS AND WORDS

PAVEMENT MARKINGS

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

T4

ANGULAR PARKING

NOTES:

2.

1.

parking space symbol details.

Refer to Special 634-A for accessibility

(MUTCD), latest edition.

on Uniform Traffic Control Devices" markings in accordance with the "Manual

Install pavement striping and symbol striping (typ.)

4" solid white striping (typ.)

4" solid white

ANGULAR PARKING WITH VAN ACCESSIBLE AISLE

18" ty p ty p

634-B

S p C

S h e p w w o r k in g

\c e n tr a l0

\d

\E

.d g n

:4

J a n u a r y

SPECIAL

IN PARKING AREAS

PAVEMENT MARKINGS

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

T5

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

xx

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

xx

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o a d

B as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

B

C

A

A

A

A

Pr oje ct Lim its

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 specify the distance to the work area in feet or in miles. Install an The message on the W20-1 signs may be ROAD WORK AHEAD or may roads only).

name of the road on which the construction does occur (applies to major construction work occurs, include a supplementary plaque indicating the If W20-1 is placed on a roadway other than that on which the actual

Cover post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use.

Maintain two-way traffic during all non-work hours except as approved.

Ensure all sign supports exposed to traffic are crashworthy.

construction area.

needed to indicate a maximum recommended speed through the Install advisory speed plaques under the W20 series warning signs as messages as required.

signs, locate the warning signs to fit field conditions as approved. Vary Where advance warning signs, placed as shown, interfere with permanent operations.

and details in this traffic control plan as necessary to accommodate actual applicable to this project. The Contractor may add or delete information Not all details shown on the temporary traffic control sheets may be

Erect all project advance warning signs before starting construction work.

State standards may be used as an alternative if approved.

verify that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, nearest whole mile.

at each end of the project. Show the distance on the G20-1 sign to the

Ro ad N ame

SIGN SPACING TABLE

For work zones that are 2 miles or more in length, install G20-1 signs

Sign Spacing Table.

When used, place the two W20-1 signs "B" feet apart according to the additional W20-1 sign when approach speeds exceed 50 mph.

Expressway / Freeway

NO SCALE

SIGNS IN FEET

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

635-1

FP-24, FP-14

2/2024

FLH STANDARD

:1

J a n u a ry

S td

-1

S h e p w w o rk in g \c e n tr a l0

\d

\S td -1

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

T6

NO SCALE

See post detail (typ.)

Breakaway holes

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

" diameter4 1Attach sign panels with a minimum of two a minimum lateral distance of 1 ft behind the face of lateral offset of 2 ft may be used. In areas with curbs, 6" x 6" or larger.

Use 7 ft minimum spacing between posts for sign posts and 6 ft minimum mounting height for secondary sign.

use 7 ft minimum mounting height for main sign

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

7.

6.

5.

4.

3.

2.

1.

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

bolts per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

E d g e o f s h o u ld e r

E d g e o f tr a v e le d w a y

State standards may be used as an alternative if approved.

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

1.5

1.5

1.5

1.5

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

635-14

FP-24, FP-14

2/2024

FLH STANDARD

:4

J a n u a ry

S td

-1

S h e p w w o rk in g \c e n tr a l0

\d

\S td

-1

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

NORTH POINT PARKING LOT

T7