CA_FLAP_RED_2017(3)_Plans_100_4-11-22_stamped.pdf

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g A

T it

S C I .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA FLAP RED 2017(3)

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

PLANS FOR PROPOSED

PROJECT MANAGER

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FOR

PLANS PREPARED BY

APPROVED:

DATE:

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Know what'sbelow.

before you dig.Call

R www.call811.com

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

LEAD DESIGNER

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

JACOBSMATT AMBROZIAK

Scale in Miles

CA FLAP RED 2017(3)

CA FLAP RED 2017(3)

N

Eureka

San

Francisco

Los

Angeles

San

Diego

Sacramento

OREGON

N

EV

A D

A

ARIZONA

I-40

I-10

I-8

I-5 U

S

MEXICO

Redding

CALIFORNIA

STATE OF CALIFORNIA

KEY MAP

10+36.63

CA FLAP RED 2017(3)

Begin Project

INTERSTATE

S a c ra m e n to R iv e r

Cle ar

Cre ek

Hartnell Ave

V ic to r A v e

S h a s ta V ie w D r

A ir p o r t R d

S B on ny vie w Rd

Blvd

Buenaventura

Olinda Rd

V a ll e y R d

H a p p y

Dersch Rd

R d

D e sc h u te s

S tillw a te r C re e k

Knighton Rd

C h u r n C r e e k R d

B e c h e lli L n

T o R e d d in g

.5 M ile s

T o A n d e rs o n

M ile s

Anderson

LENGTH 0.86 miles

SHASTA COUNTY

CITY OF REDDING

Trail construction, Parking area, Drainage, Landscaping

TYPE OF CONSTRUCTION:

62+49.57

CA FLAP RED 2017(3)

End Project

A1

TRAILHEAD

SACRAMENTO ISLAND

DATE:

CITY OF REDDING

KIMBERLY A. NIEMER, DIRECTOR OF COMMUNITY SERVICES

Per Memo Dated 2/25/2021

09/09/2021

DI

SPRING

U.S. CUSTOMARY

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 1 of 2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

FENCE & CATTLEGUARD SYMBOLS

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

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

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

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

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

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

Ø

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

Riprap

Rolled Erosion Control Product (RECP)

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching (Seeding)

A2

Metal Gate (Proposed)

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g A S y m S

C I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

04/11/2022

420 4

BL

B L

B L

G A T E

G A T E

G A

T E

G A

T E

G A

T E

G A

T E

2015-0007666 055-250-025-000

Cohen

2005-0055534 055-250-027-000

Gottes

2012-0007887 055-250-028-000

Modocadin LLC

2005-0014349 055-250-023-000

Coronado

2009-0025587 055-250-022-000

GIL

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g A

M a p S

C I .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA FLAP RED 2017(3)

45+00

+00

R iv e rla n d D r

Clover Rd

Sa cra men to

Riv er

600'300'0

Scale in Feet

INTERSTATE

SITE MAP

Sacramento River

T o R e d d in g

.5 M ile s

M ile s

T o A n d e rs o n

D riv e w a y R d

E 6468580.13

N 2065468.60

End River Trail Parking Area

CA FLAP RED 2017(3)

55+87.18

E 6468804.59

N 2065020.31

Begin River Trail Parking Area

CA FLAP RED 2017(3)

50+13.54

Sacramento Island

A6

E 6468566.33

N 2065460.91

Begin River Trail Driveway

CA FLAP RED 2017(3)

60+00.00

0E 6468348.33

N 2065339.42

End River Trail Driveway

CA FLAP RED 2017(3)

62+49.57

End Project

E 6468684.35

N 2065052.37

End River Trail

CA FLAP RED 2017(3)

47+54.50

Staging area

E 6465859.62

N 2065594.72

Begin River Trail

CA FLAP RED 2017(3)

10+36.63

Begin Project Owned Property)

(City of Redding of Hope

International Garden

Providence

U.S. CUSTOMARY

from 8 ft to 12 ft

Existing width varies

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

TOTALS (ft)

(ft)

Roadway first asphalt lift)

(applied prior to

Prime coat asphalt lifts)

(applied between

Tack coat

Shldr.

NO SCALE

3.

DETAIL A

See Detail A cut slope

Rounded

Placed in two lifts concrete pavement

3" Asphalt

Existing ground

TYPICAL SECTIONS

10+36.63 to 47+54.50

1:2

1:2

B=1'

Existing ground

1:2 pavement

Asphalt concrete

Shldr.

11+25.65 to 47+54.50

TYPICAL SECTION

NOTES:

11+25.65 to 47+54.50

EXISTING TYPICAL SECTION

Average 10 ft

5'

F=1'

Traveled way

5'

Traveled way pavement)

(top of

Profile grade limit stake

Slope

1.5%1.5%

1.5'

A7

Location

50+13.54 to 55+87.18

60+00.00 to 62+49.57

River Trail Bike Path

River Trail Parking Lot

River Trail Driveway

6" Roadway Aggregate

Aggregate

Roadway shoulder

Aggregate

Roadway shoulder

Aggregate

Roadway

30° sides of roadway)

(Detail applies to both right and left

Shoulder up with roadway aggregate

Construct 30° pavement edge (safety edge)

0'-2'

0'-2' Shldr.

0.86 and mulching limits

2' Typ.

asphalt pavement present no roadway aggregate base or

Existing surface is native earth, and mulching limits

Topsoil, seeding

Clearing and Construction limits, Width Varies

Topsoil, seeding

Width varies, see C-Sheets for limits.

where it would exceed work limits.

reduce the B and F dimensions to the actual cut height. Omit slope rounding

Round all earth slopes and all rippable rock slopes. For cut heights less than B, See the cross sections for cut and fill slope ratios.

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

The gradient and width of ditches and the excavation and embankment

4.

3.

2.

1.

4.

4.

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g A

T y p S

C I .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

Sheet and Description

B4 B4 B4 B5 B5 B5 B6 B6 B6

Removal Summary

Grading Summary

Surfacing Summary

Drainage & Erosion Control

Summary

Fence and Gate

Summary

Misc.

Summary

Landscape Summary

Pavement Markings Summary

Sign Summary 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 LPSM ALL

A0140 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0180 20101-0000 CLEARING AND GRUBBING ACRE 4.66 0.34 5

A0200 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM ALL

A0220 20402-0000 SUBEXCAVATION CUYD 100 As directed by the CO

A0240 20420-0000 EMBANKMENT CONSTRUCTION CUYD 2,485 515 3,000

A0260 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 12 8 20

A0280 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 58 12 70

A0300 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,228 272 3,500

A0320 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 1,121 79 1,200

A0340 41101-1000 PRIME COAT, METHOD 1 TON 9 1 10

A0360 41201-0000 TACK COAT TON 2.9 0.1 3

A0380 60201-0800 24-INCH PIPE CULVERT LNFT 140 10 150

A0400 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 6 6

A0420 60901-0000 CURB, CONCRETE (MOW CURB) LNFT 325 25 350

A0440 60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 207 13 220

A0460 60915-1000 WHEELSTOP, CONCRETE EACH 22 22

A0480 61110-1000 IRRIGATION SYSTEM LPSM ALL

A0500 61501-0700 SIDEWALK, DECOMPOSED GRANITE

(STABILIZED) SQYD 230 20 250

A0520 61901-2100 FENCE, CHAIN LINK, 96-INCH

HEIGHT LNFT 410 40 450

A0540 61901-2250 FENCE, RAIL LNFT 196 24 220

A0560 61902-1900 GATE, METAL, 26 FEET WIDTH EACH 2 2

MileStone: 100% Estimate Date Completed: 09/02/21 Report Date: 09/02/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

2-

S ep

-2

5:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

U se rs \t ho w ar d2

.J

EG

\D es kt op

\S ac

Is la nd Tr ai l\

Es tim at e\

SO

Q

\1

_s ta m pe d_ 9-

2-su m m ar y_

9- 2-

.x ls m

]S he et

STATE PROJECT

B1CA FLAP RED 2017(3)CA

SHEET

NUMBER

Removal Summary

Grading Summary

Surfacing Summary

Drainage & Erosion Control

Summary

Fence and Gate

Summary

Misc.

Summary

Landscape Summary

Pavement Markings Summary

Sign Summary Allowance Bid

Schedule

A0580 61902-3900 GATE, CHAIN LINK, 24 FEET

WIDTH EACH 1 1

A0600 61904-0000 BOLLARD POST EACH 2 2

A0620 62201-0050 DUMP TRUCK, 5 CUBIC YARD

MINIMUM CAPACITY HOUR 24

A0640 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 24

A0660 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM

BLADE HOUR 24

A0680 62301-0000 GENERAL LABOR HOUR 40

A0700 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 40

A0720 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 40

A0740 62303-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES (BIOLOGIST) LPSM ALL

A0760 62405-0200 PLACING CONSERVED TOPSOIL,

3-INCH DEPTH SQYD 15,648 852 16,500

A0780 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 15,648 852 16,500

A0800 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 15,648 852 16,500

A0820 62516-4000 MULCHING, HAND METHOD (ROCK

MULCH) SQYD 280 20 300

A0840 62630-0300 PLANTINGS, SEEDLINGS,

CONTAINER GROWN (TREES) EACH 17 3 20

A0860 62632-0000 PLANTINGS LPSM ALL

A0880 62643-0500 LANDSCAPE EDGING, METAL LNFT 380 20 400

A0900 62901-1100 ROLLED EROSION CONTROL

PRODUCT, TYPE 4 SQYD 2,761 239 3,000

A0920 63301-0000 SIGN SYSTEM EACH 5 5

A0940 63302-0000 SIGN SYSTEM (SPECIAL) SQFT 33 2 35

A0960 63316-1000 REMOVE AND RESET SIGN EACH 4 4

A0980 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 2,068 132 2,200

A1000 63403-0200 PAVEMENT MARKINGS, TYPE B SQFT 196 24 220

A1020 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A1040 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 952 48 1,000

2- S ep

-2

5:

P

M

MileStone: 100% Estimate Date Completed: 09/02/21 Report Date: 09/02/21

C

U se rs \t ho w ar d2

.J

EG

\D es kt op

\S ac

Is la nd Tr ai l\

Es tim at e\

SO

Q

\1

_s ta m pe d_ 9-

2-su m m ar y_

9- 2-

.x ls m

]S he et

2)

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

B2CA FLAP RED 2017(3)CA

SHEET

Removal Summary

Grading Summary

Surfacing Summary

Drainage & Erosion Control

Summary

Fence and Gate

Summary

Misc.

Summary

Landscape Summary

Pavement Markings Summary

Sign Summary Allowance Bid

Schedule

A1060 63701-0000 FIELD OFFICE EACH 1

A1080 64603-0000 FIXTURE (MONUMENT SIGN) EACH 1 1

A1100 64603-0100 FIXTURE, TRASH RECEPTACLE

(DOG WASTE STATION) EACH 1 1

A1120 64603-0100 FIXTURE, TRASH RECEPTACLE

(TRASH/RECYCLING RECEPTACLE) EACH 1 1

A1140 64620-0300 REMOVE AND RESET BENCH EACH 2 2

2- S ep

-2

5:

P

M

MileStone: 100% Estimate Date Completed: 09/02/21 Report Date: 09/02/21

C

U se rs \t ho w ar d2

.J

EG

\D es kt op

\S ac

Is la nd Tr ai l\

Es tim at e\

SO

Q

\1

_s ta m pe d_ 9-

2-su m m ar y_

9- 2-

.x ls m

]S he et

3)

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

B3CA FLAP RED 2017(3)CA

SHEET

SURFACING SUMMARIES

REMOVAL, GRADING, AND

B4

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g B S u m S

C I .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

MISCELLANEOUS SUMMARIES

CONTROL AND

DRAINAGE AND EROSION

B5

Notes:

Use Class 2, Type A, Non-Woven Geotextile under riprap conforming to Subsection 714.01(a).

Where called for, place Rolled Erosion Control Product, Type 4 on the finished slopes after topsoil and seed placement.

SEEDING, HYDRAULIC METHOD.

62405-0200, PLACING CONSERVED TOPSOIL, 3-INCH DEPTH. Seeding paid by the SQYD under Bid Item 62511-2000, surface or landscaping surface treatment. Topsoil harvest stockpiling, and placement paid by the SQYD under Bid Item

Place a 3-inch layer of topsoil and seed all exposed slopes. ditches and any other disturbed area not receiving a hard

3.

2.

1.

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g B S u m S

C I .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

B6

SUMMARIES

PAVEMENT MARKINGS

LANDSCAPE, SIGN AND

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g B S u m S

C I .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

2015-0007666 055-250-025-000

Cohen

2005-0055534 055-250-027-000

Gottes

81.98'

30.

31'

319.66'

P O

T

.0

P C

.9

P T

.7

P C

.0

P T

.5

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p S

C I .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA

Superelevation Diagram

CA FLAP RED 2017(3)

V P I

.9

E L

.7

-0.650%

Lt. EOP

Rt. EOP axis of rotation

Profile grade and

1.50%

-1.50%

9+00 12+0010+00 11+00 13+00

14+00

L = 39.49'

T = 20.01'

R = 100.00'

PI = 11+56.03

Curve = C02

L = 23.73'

T = 11.97'

R = 74.00'

PI = 10+93.95

Curve = C01

LRiver Trail Bike Path C

River Trail

RIVER TRAIL BIKE PATH 10+36.63 TO 14+00.00

100'50'0

Scale in Feet

Sacramento River

-5%

0%

5%

-5%

0%

5% protect in place, typ.

Existing trees, Cul-De-Sac plan

River Trail

See D Series for

C1

Place, typ.

and Sign, Protect in

Existing Fence Post

HONEYBEE YARD

NO TRESPASSING

CAUTION

Existing Ground

Proposed Grade

Trail Cul-de-sac Plan

See D Series for River

Footpath

11.7' Lt.

12+87.44, 11.0' Lt.

13+05.57, 13.6' Lt.

13+25.76, 10.6' Lt.

13+35.79, 11.3' Lt.

13+65.71, 8.7' Lt.

13+85.73, Install plastic fence fence plastic

Install

Begin rail fence

11+25.65, 8.0' Rt.

End rail fence

13+25.00, 8.0' Rt.

E 6465859.62

N 2065594.72

Begin River Trail

CA FLAP RED 2017(3)

10+36.63

Begin Project

E 6465859.62

N 2065594.72

Begin River Trail

CA FLAP RED 2017(3)

10+36.63

Begin Project

Begin plastic fence

13+00.40, 15.0' Rt.

Plastic fence angle

13+00.33, 11.0' Rt.

Plastic fence angle

13+85.84, 10.2' Rt.

Plastic fence angle

13+72.94, 13.6' Rt.

Plastic fence angle

13+64.16, 14.3' Rt.

Plastic fence angle

13+51.84, 10.5' Rt.

Coordinate Final Location with CO in Field

(Move from 11+00 to 10+61, Rt.)

Remove and Reset Bench

10+61.00, 12.7' Rt.

Begin plastic fence

12+85.99, 25.3' LT.

2005-0055534 055-250-027-000

Gottes

2012-0007887 055-250-028-000

Modocadin LLC

319.66'

149.49' 32.35' 72.83'

62.3 5'

31.54'

P C

.0

P T

.3

P C

.9

P C

.1

P T

.3

P T

.6

P C

.1

P T

.5

P C

.6

P T

.7

P C

.5

P T

.8

P C

.7

19.14'

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p S

C I .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA

Superelevation Diagram

CA FLAP RED 2017(3)

V P I

.0

E L

.3

V P I

.0

E L

.6

V P I

.0

E L

.7

V P I

.0

E L

.5

-1.500%

-3.900%

2.000%

200.00' VC

SSD = 1370'

K = 235.29

100.00' VC

SSD = 500'

K = 41.67

180.00' VC

SSD = 176'

K = 30.51

100.00' VC

SSD = 1129'

K = 100.00

Lt. EOP

Rt. EOP axis of rotation

Profile grade and

1.50%

-1.50%

17+0015+00 16+00 18+00

19+00

RIVER TRAIL BIKE PATH 14+00.00 TO 20+00.00

100'50'0

Scale in Feet

LRiver Trail Bike Path C

14+00 20+00

L = 29.34'

T = 14.71'

R = 166.00'

PI = 15+09.88

Curve = C03

L = 26.33'

T = 13.19'

R = 166.00'

PI = 16+87.19

Curve = C04

L = 14.04'

T = 7.04'

R = 74.00'

PI = 17+39.72

Curve = C05

L = 19.20'

T = 9.61'

R = 166.00'

PI = 19+39.80

Curve = C07

River Trail

L = 48.28'

T = 24.31'

R = 166.00'

PI = 18+43.87

Curve = C06

Proposed Grade

Existing Ground

Sacramento River

-5%

5%

-5%

5%

Begin shoulder taper

El 427.52

14+76.73, 7.0' Lt.

End shoulder taper

El 426.64

15+37.45, 7.0' Lt.

protect in place, typ.

Existing trees, C2

19.14'

Begin 1.5% fill

18+26.65, 7.0' Lt.

End 1.5% fill

19+07.65, 7.0' Lt.

Begin shoulder taper

El 426.92

15+17.01, 5.0' Lt.

End shoulder taper

El 427.21

14+96.95, 5.0' Lt.

8.1' Rt.

14+22.98, 8.4' Rt.

14+05.69, 7.0' Rt.

17+00.00, 13.0' Rt.

17+06.00, 7.0' Rt.

17+25.00, 13.0' Rt.

17+19.00, 8.4' Lt.

14+01.81, Install plastic fence

Install plastic fence

9" AB under bench.

Remove and Reset Bench.

17+12.16 , 10.8' Rt.

End plastic fence

14+27.48, 17.1' Rt.

End plastic fence

14+01.53, 17.0' Lt.

Tree

Remove

L = 26.71'

T = 13.39'

R = 166.00'

PI = 19+94.31

Curve = C08

420 420

2012-0007887 055-250-028-000

Modocadin LLC

2005-0014349 055-250-023-000

Coronado

2009-0025587 055-250-022-000

GIL

158.14'

138.22'

.5

P T

.6

P C

.5

P T

.5

P T

.0

P C

.7

P C

.2

P T .2

P T

.1

P C

.7

P C .7

19.14' 27.41

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g C p n p S

C I .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

CA

Superelevation Diagram

CA FLAP RED 2017(3)

V P I

.0

E L

.1

V P I

.0

E L

.9

1.000% -1.500%

190.00' VC

SSD = 527'

K = 75.98

150.00' VC

SSD = 584'

K = 62.48

0.900%

Lt. EOP

Rt. EOP axis of rotation

Profile grade and

1.50%

-1.50%

23+0021+00 22+00 24+00

25+00

RIVER TRAIL BIKE PATH 20+00.00 TO 26+00.00

100'50'0

Scale in Feet

LRiver Trail Bike Path C

20+00 26+00

Proposed Grade

Existing Ground

River Trail

L = 88.97'

T = 48.05'

R = 95.00'

PI = 25+67.28

Curve = C012

L = 135.30'

T = 68.07'

R = 500.00'

PI = 23+13.78

Curve = C011

Sacramento River

-5%

5%

0%

-5%

5%

0%

'1 protect in place, typ.

Existing trees, End shoulder taper

El 425.31

21+05.55, 7.0' Lt.

C3

Access .3 Mile Space BLM Trail Riverland Open protect in place, typ.

Existing sign protect in place, typ.

Existing fence post, L = 20.40'

T = 10.24'

R = 100.00'

PI = 20+37.02

Curve = C09

L = 12.99'

T = 6.50'

R = 166.00'

PI = 20+81.09

Curve = C010

Begin shoulder taper

El 424.36

20+10.74, 7.0' Lt.

End shoulder taper

El 424.38

20+30.65, 5.0' Rt.

Begin shoulder taper

El 424.15

20+10.74, 7.0' Rt.

Begin shoulder taper

El 424.58

20+50.06, 5.0' Rt.

End shoulder taper

El 424.75

20+70.06, 7.0' Rt.

End shoulder taper

El 424.53

20+30.65, 5.0' Lt.

Volumetric Mitigation Plan

See D Series for slope, per Bid Item 20101-0000

Discard stump beyond toe of at work limit.

Cut back large deadfall oak tree

6.8' Lt.

20+45.62, 6.5' Lt.

20+34.14, Begin shoulder taper

El 425.08

20+85.65, 5.0' Lt.Install plastic fence

CO.

Coordinate adjustments with limits.

needed to stay inside work

Locally adjust grading as

Begin plastic fence

20+00.79, 14.5' Lt.

End plastic fence

20+64.78, 15.3' Lt.

5+68.45, 4.8' Lt.

Bid Item 63316-1000 outside of shoulder per

Remove and Reset sign

63316-1000 shoulder per Bid Item marker outside of

Carsonite Trail

Remove and Reset

22+97.74, 4.4' Rt.

126.72'

P T

.1

P T

.1

P C

.8

P T

.4

P C

.0

P T

.3

P T

.6

P C

.0

P C

.1

P T

.3

P C

.9

P C

.0

P T

.5

P C

.7

P T

.7

0 3

38.78' .4 9'

35.65'

70.5 5'

4.04'

STATE PROJECT

P

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C I .d g n

U s e r D

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P W

P

NUMBER

SHEET

CA

Superelevation Diagram

CA FLAP RED 2017(3)

V P I

.0

E L

.5

V P I

.1

E L

.0

V P I

.9

E L

.7

-1.100%

0.500%

250.00' VC

SSD = 742'

K = 142.86

175.00' VC

SSD = 475'

K = 109.37

90.00' VC

SSD = 1026'

K = 81.82

Lt. EOP

Rt. EOP axis of rotation

Profile grade and

1.50%

-1.50%

35+0033+00 34+00 36+00

37+00

RIVER TRAIL BIKE PATH 32+00.00 TO 38+00.00

100'50'0

Scale in Feet

32+00 38+00

Proposed Grade

Existing Ground

L = 27.54'

T = 13.85'

R = 107.00'

PI = 34+72.85

Curve = C020

L = 53.28'

T = 26.79'

R = 207.00'

PI = 35+83.88

Curve = C021

LRiver Trail Bike Path C

L = 17.59'

T = 8.80'

R = 166.00'

PI = 37+45.90

Curve = C022

L = 68.79'

T = 34.90'

R = 166.00'

PI = 31+91.27

Curve = C016

0%

5%

-5%

0%

5%

-5% protect in place, typ.

Existing trees, C5

L = 46.93'

T = 23.62'

R = 166.00'

PI = 32+48.79

Curve = C017

L = 75.07'

T = 38.50'

R = 137.00'

PI = 37+97.23

Curve = C023

L = 38.39'

T = 19.96'

R = 57.00'

PI = 34+04.92

Curve = C019

L = 61.59'

T = 33.16'

R = 67.00'

PI = 33+44.04

Curve = C018

River Trail

8.1' Lt.

33+89.72, 8.8' Lt.

33+57.56, 8.1' Lt.

33+43.63, 8.8' Rt.

33+82.10, 10.2' Lt.

33+25.22, 18.9' Rt.

35+40.97, 9.5' Rt.

35+55.94, 10.0' Rt.

35+65.67, 17.0' Rt.

35+10.74, 15.3' Rt.

34+81.27, 12.0' Rt.

34+39.68, 12.2' Rt.

34+63.37, 10.8' Rt.

34+73.68, 8.6' Rt.

33+98.23, 12.4' Rt.

34+12.64, Install plastic fence

Install plastic fence

Remove tree

Remove tree

Remove tree

End plastic fence

35+84.43, 18.7' Rt.

Begin plastic fence

33+66.28, 17.0' Rt.

Begin plastic fence

33+02.71, 20.2' Lt.

End plastic fence

33+94.38, 17.0' Lt.

4.04'

193.37'

51.13'

.2

.0 4'

P C

.1

P T

.9

P C

.6

PT

42+

57.

PC 4

2+74.

P T

.7

P T

.4

P C

.0

P T

.4

P C

.4

PT

4+

.7

PC

.3

15.14'

STATE PROJECT

P

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C I .d g n

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P

NUMBER

SHEET

CA

Superelevation Diagram

CA FLAP RED 2017(3)

V P I

.1

E L

.2

V P I

.0

E L

.7

V P I

.0

E L

.4

-0.600%

4.50 0%

-1.000%

150.00' VC

SSD = 174'

K = 29.41

145.00' VC

SSD = 269'

K = 26.36

60.00' VC

SSD = 210'

K = 19.05

Lt. EOP

Rt. EOP axis of rotation

Profile grade and

1.50%

-1.50%

41+0039+00 40+00 42+00

43+00

RIVER TRAIL BIKE PATH 38+00.00 TO 44+00.00

100'50'0

Scale in Feet

38+00 44+00

Proposed Grade

Existing Ground

L = 67.40'

T = 34.86'

R = 107.00'

PI = 41+55.95

Curve = C025

L = 42.80'

T = 21.45'

R = 243.00'

PI = 40+48.61

Curve = C024

L = 34.88'

T = 20.35'

R = 27.00'

PI = 42+94.90

Curve = C027

L = 53.68'

T = 38.53'

R = 29.00'

PI = 42+42.15

Curve = C026

L = 73.23'

T = 37.22'

R = 166.00'

PI = 43+78.69

Curve = C028

Sacram ento River

-5%

5%

0%

-5%

5%

0%

'1 for Ditch

See F Series protect in place, typ.

Existing Trees, protect in place, typ.

Existing Trees, C6

River Trail

River Trail Bike Path CL

L = 75.07'

T = 38.50'

R = 137.00'

PI = 37+97.23

Curve = C023

P T

.7 protect in place

Existing picnic table, 9.8' Rt.

38+16.39, 9.5' Rt.

38+38.56, 27.3' Rt.

38+71.12, 15.9' Rt.

40+21.19, 19.8' Rt.

40+03.92, 13.9' Rt.

40+56.20, 10.1' Rt.

40+64.59, 10.1' Rt.

40+74.68, Install plastic fence

Coordinate adjustments with CO.

paved surface.

ensure positive drainage off the

Locally adjust grading as needed to

Begin plastic fence

38+03.72, 18.0' Rt.

End plastic fence

40+86.08, 18.9' Rt.

15.14'

P

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S C I .d

U s e r D

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P W

P

NUMBER

SHEET

CA CA FLAP RED 2017(3)

56+00

P I

.4

P C

.3

PT 55+71.39

POT 56+00.73

390.14'

.3

24.91'

BW

C

LF

CLF

DFLDFL

C E

C E

CE

C E

IR

M

C

H B

.9

.0

.5

F

N

M A

G

60'30'0

Scale in Feet

53+00 TO 55+87.18

PARKING AREA

RIVER TRAIL

L = 61.06'

T = 38.26'

R = 40.00'

PI = 55+48.60

Curve = P03

Dr ive way Rd

Riverland Dr

LParking Area C

River Trail of pavement

Existing edge

Ditch flowline

El 433.14

End curb

54+09.22, 32.00' Lt.

protect in place

Existing Art, flowline existing

Match FL El 429.16

35.23' Rt.

53+00.00, FL El 429.81

36.74' Rt.

54+50.00, .5

.0

D2 pavement, by others

Future edge of

Item 20304-1000

Concrete Pads, per Bid

Remove Existing

El 432.33

End curb

53+28.39, 32.00' Lt.

El 432.91

Begin curb

53+86.13, 32.00' Lt.

16'R

R

R 5

R

R

10'R

'R

Detail C251-50

Placed Riprap Class 2, per pavement

Edge of pavement, by others

Match future edge of

El 434.44

55+83.75, 59.68' Lt.

Match existing pavement

55+89.61, 59.39' Lt.

Match existing pavement

55+85.92, 31.10' Lt.

See Detail E609-01 depth, typ.

PCC curb, 18-inch

See T series point of connection.

Existing irrigation

See sheet D3

Driveway, See Detail E609-01 depth, typ.

PCC curb, 18-inch

1.00%

RTP31

RTP32

RTP27

RTP28

RTP29

RTP30

RTP34

RTP33

RTP36

RTP35

El 433.67

55+10.34

See Special 619-B

26-Foot Metal Gate

55+00.00

Install Flared End Section

Inv El 430.35

55+64.91, 22.88' Rt

RTP22

RTP19

RTP20

RTP21

RTP26

RTP25

RTP23

RTP24

detail C629-51 product in channel, per

End rolled erosion control pavement, by others

Match future edge of

El 434.36

55+79.91, 30.83' Rt.

15' ±

1:4 m ax.

pavement, by others

Future edge of

1:4 max. 2.00%

Landscape Plans

See T Series for

SECTION B-B

10' - 32' 10' - 22'

Existing ground

Riverland Drive 5'

Varies 1:2 max.

by others

Future grading, 1.50%

B

B

E 6468580.13

N 2065468.60

End River Trail Parking Area

CA FLAP RED 2017(3)

55+87.18

Per Detail C629-51 product in channel

Rolled erosion control

Note 3 fence

Remove

Placed in two lifts concrete pavement

3" Asphalt on Sheet A7 per Detail A

Safety Edge

6" Roadway Aggregatebetween asphalt lifts)

Tack coat (applied prior to first lift)

Prime coat (applied

Ditch flowline

Match existing

86.92' Lt.

55+45.87, Match existing

78.55' Lt.

54+63.76, See Detail E619-09 in T Series

Install 96" chain link fence

See Detail E619-09 in T Series chain link gate

24-foot wide, 96" tall double leaf decomposed granite

Sidewalk, 2.

6' R 3' R

6' R 3' R

RTP39

RTP38

RTP37

NOTE:

3.

2.

1.

the course of construction.

International Garden of Hope throughout

Maintain fenced security to the Providence details.

See T Series for Landscape plans and

See V Series for pavement marking plan.

24" x 67' CMP

Install Flared End Section

Inv El 430.85

55+73.54, 43.22' Lt.

P

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S C I .d

U s e r D

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P

NUMBER

SHEET

CA CA FLAP RED 2017(3)

249.57'

P O

T

.0

P O

T

.5

60'30'0

Scale in Feet

B

2.00%

SECTION B-B

NOTE:

2.

1.

See T Series for Landscape plans.

marking plan.

See V Series for pavement

D3

D r iv e w a y R d

R iv e r la n d D r

DRIVEWAY

RIVER TRAIL

24'

E 6468566.33

N 2065460.91

Begin River Trail Driveway

CA FLAP RED 2017(3)

60+00.00

LParking Area C

River Trail of pavement

Existing edge

B

.0

10'R

R edge of road

Match existing

Edge of pavement

60+85.60

Match existing

Match existing

See detail E619-09

24-Foot chain link gate

61+25.00

LDriveway C

River Trail

Aggregate

6" Roadway

E 6468348.33

N 2065339.42

End River Trail Driveway

CA FLAP RED 2017(3)

62+49.57

End Project

P

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U s e r D

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NUMBER

SHEET

CA CA FLAP RED 2017(3)

2015-0007666 055-250-025-000

Cohen

River Trai l

CUL-DE-SAC

RIVER TRAIL

El 431.15'

31.52' Lt.

10+54.94, El 431.10'

21.96' Lt.

10+41.62, El 430.65'

7.70' Rt.

10+41.99, El 430.44'

17.58' Rt.

10+51.99, El 430.58'

11.19' Lt.

11+06.68, El 430.37'

7.00' Lt.

11+18.93, El 430.33'

17.58' Rt.

10+67.47, El 430.26'

13.37' Rt.

10+87.11, El 430.20'

7.66' Rt.

11+12.51, El 430.11'

7.00' Rt.

11+25.39, LRiver Trail Bike Path C protect in place, typ.

Existing trees, .5

40'20'0

Scale in Feet

C

C

7'-17.6'7'-32.1' ground

Existing

1:2

SECTION C-C

D4 place, typ.

and sign, protect in

Existing fence post new location

Reset bench at

Remove and

HONEYBEE YARD

NO TRESPASSING

CAUTION

R

R

R

R

1.5%

El 430.22'

8.72' Rt.

11+03.13, El 430.20'

7.88' Rt.

11+10.42, Match existing

El 425.74'±

40.86' Rt.

10+65.37, Match existing

El 425.96'±

39.32' Rt.

10+64.10, location with CO in field.

Reset Bench. Coordinate final

10+61.00, 14.6' Rt.

7.

6%

D

D

' R

SECTION D-D

1' 1'

Embankment

5.0%

Embankment

Existing ground

1:2 max

5.0% min

River Trail Bike Path

See C Series for

11+25.65

6" Roadway aggregate

Footpath

Footpath

G A

T E

G A

T E

GATE

GATE

GATE

GATE

42+00

STATE PROJECT

P

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SHEET

CA CA FLAP RED 2017(3)

60'30'0

Scale in Feet

Riv erl an d D r

DITCH PLAN

R iv e r T ra il

LRiver Trail Bike Path C River Trail Bike Path

See C Series for

El 424.05'

48.96' Rt.

42+34.62, protect in place, typ.

Existing trees, FL El 424.76'

22.71' Rt.

44+63.54, Ditch Flowline

Area Plan

River Trail Parking

See D Series for

A

SECTION A-A SECTION B-B

6'6'

Riverland Drive

River Trail Bike Path

See C Series for

1:2 m ax

0%

6' 6' 4' 1'

0%

R

A ground

Existing

F1

0.14%

1.3 8% Detail C251-50

Class 2, per

Riprap apron, (by others) of pavement

Future edge per Detail C251-50

Riprap apron, Class 3, El 424.43'

71.56' Rt.

42+35.19, .6

16'

Existing ground of shoulder

Match edge

1:2 max.

Min.

1:

Max

Varies

FL El 424.27'

33.68' Rt.

44+22.57

B

B

El 426.01'

70.85' Rt.

42+40.98, El 426.62'

35.73' Rt.

44+56.16, El 426.99'

31.48' Rt.

45+01.32, C629-51 product in channel, per detail

Begin rolled erosion control

FL El 424.00'

60.46' Rt.

42+40.14, per detail C629-51 product in channel, End rolled erosion control

FL El 427.06'

30.66' Rt.

46+15.37, (by others)

Future edge of shoulder per Detail C629-51 product in channel, Rolled erosion control

Embankment per Detail C629-51 product in channel, Rolled erosion control

Embankment

.0

.9

.2 per Detail C251-50

Class 3, 2.5' depth, Riprap apron, F2

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SHEET

DETAIL APPROVED FOR USE 12/2012

SUBEXCAVATION

NO SCALE C204-51

See bench detail than 2 ft Bench if greater Varies (2 ft typ.)

max.

2 ft

1 ft min.

NOTE:

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

REVISED: 08/2014 08/2020

7.

6.

5.

4.

3.

2.

1.

See summary tables for class and type.

Furnish geotextile filter type conforming to subsection 714.01(a).

the CO.

not construct slopes steeper than 1:2 unless approved by slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill slope or make 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 4 ft of the every 2 ft of subexcavation depth.

in bottom layers. Provide a 1 ft min. bench width for

Widen top of subexcavation area to allow for bench width

Do not place backfill material within the structural section.

Minimum subexcavation dimensions are 6 ft wide x 6 ft long.

unless otherwise specified.

Replace unsuitable material according to Subsection 204.07

See typical sections for structural section

Finished grade

Backfill with material according to Section 204

TYPICAL SECTION

SUBEXCAVATION

BENCH DETAIL

Total subexcavation width

Width of need according to Section 204

Backfill with material structural section

See typical sections for

Finished grade

See note 4

See note 7

Geotextile filter

For Selection Only

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITH DITCH

AT CULVERT OUTLETS

PLACED RIPRAP

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2'

49.8

38.7

18.5

13.3

5.2

3.2

1.7

44.5

34.1

15.6

10.9

3.9

2.2

2'

38.6

29.9

15.2

10.8

4.5

2.7

1.4

35.6

27.3

13.4

9.3

3.6

0.9

REVISED: 08/2014

NO SCALE

PLAN VIEW PLAN VIEW

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

S p a n

D ia o r

L

A A

B B

PLAN VIEW

Variable slope ground Original

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION B-BSECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

S p a n

D ia o r m in

Geotextile

Variable slope ground Original m in

L

D D

D

H

H

D D

D

WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET

WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET

L

C C

C

NOTE:

L

Geotextile

SECTION E-ESECTION D-D

Geotextile ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original

D

D it c h B o tt o m

W id th

D it c h B o tt o m

W id th

D

4D

PLAN VIEW

D

D D

D

D D

(min.)

(min.)

or flatter

Sloped 1V:2H

Flowline

G1

251-A

3.

2.

1.

not be measured for payment.

Excavation for placement of riprap will

714.01(a).

geotextile conforming to Subsection

Furnish Class 2, Type A, Non-Woven slopes of less than 10%.

Use for aprons serving culverts with

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g G d e t2 c S

C I .d

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r D

E N

P W

P

NUMBER

SHEET

4.

3.

2.

1.

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

of camber or increase the pipe culvert gradient.

elevation of the inlet invert, reduce the amount parabolic curve as designed exceeds the curve. If the midpoint elevation on the pipe length. Develop camber on a parabolic inverts an ordinate amount equal to 1% of the from a chord through the inlet and outlet

When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.

from the top of the pipe to the top of the rigid pavements. Measure maximum fill height pavements, and to the top of the pavement for pipe culvert to the subgrade for flexible

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

STANDARD APPROVED FOR USE 12/1993

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

602-1

METAL PIPE CULVERT

REVISED: 4/1994 6/2005

T1

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g T s td

S

C I .d

FEDERAL LANDS HIGHWAY OFFICE

REVISED:

STANDARD

U.S. CUSTOMARY STANDARD

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA FLAP RED 2017(3)

NOTE:

2.

1.

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Stab type joint

Smoother sleeve with center stop.

DIAMETER

ROUND PIPE

SPAN × RISE

PIPE ARCH

CORRUGATION

W

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge be used.

Highway Bridges, Division II Section 26 may criteria of AASHTO Standard specifications for devices that comply with the joint performance

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as [1]

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the [2] dimension of the end corrugation in the pipe.

[1]COUPLING BANDS FOR METAL PIPE CULVERT

Use annular corrugated bands with pipes having annular corrugations or with helical pipe [3] the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

CORRUGATED

ANNULAR

CORRUGATED

HELICALLY

[4]BANDS

CORRUGATED

SEMI-

[2]SIZE

[3]BANDS [5]BANDS

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" × 3

2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.

diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42"

COUPLING BAND

METAL PIPE CULVERT

602-2

REVISED: 4/1994 6/2005

STANDARD APPROVED FOR USE 12/1993

T2

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g T s td

S

C I .d

U.S. CUSTOMARY STANDARD

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA FLAP RED 2017(3)

NOTE:

[6]underdrain

Use helical corrugated bands with pipes having helically corrugated ends.[4]

[5]

[6]

" for 18" round culvert (21" × 15" pipe arch) or less8

" for 21" round culvert (24" × 18" pipe arch) or more2

602-3

See Section 704 for bedding and backfill requirements.

dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

3.

2.

1.

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet where

Construct piping plug of impermeable backfill

MULTIPLE PIPE INSTALLATION

PIPING PLUG

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

ON UNSTABLE MATERIAL

NATURAL GROUND

ABOVE AND BELOW

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

depth table

See bedding excavation in trench

HH

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H whichever is less

Half diameter or

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

STANDARD APPROVED FOR USE 12/1993

or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth; or lean concrete

> 54"

12" to 54"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", 2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

12" (min.), 24" (max.)

"/foot of cover,2 minimum

1'-0"

PIPE CULVERT BEDDING

METAL AND PLASTIC

DRAFT: 10/2017

REVISED: 4/1994 6/2005

T3

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g T s td

S

C I .d

U.S. CUSTOMARY STANDARD

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA FLAP RED 2017(3)

NOTE:

2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.)

STANDARD APPROVED FOR USE 12/1993

8.

7.

6.

5.

4.

3.

2.

1.

ROUND OR PIPE ARCH CULVERT

PIPE ARCH CULVERTROUND PIPE CULVERT

OR OUTLET END OF CONCRETE PIPE

CONNECTION TO METAL PIPE

DESIGN C

SECTION A-APLAN

ELEVATION ELEVATION

Slope

Toe plateToe plate riveted or welded connection

For all sizes of round pipe and pipe arch

END SECTIONS FOR ROUND PIPE CULVERT

END SECTIONS FOR PIPE ARCH CULVERT

A (min) B (max) H (min) W (max) Approx.

SLOPE

A (min) B (max) H (min) W (max) Approx.

SLOPE

A

A

PIPE INLET END

CONNECTION TO CONCRETE

DESIGN B

CORRUGATED METAL PIPE

CONNECTION TO ANNULAR

DESIGN A

diameter

Span or

B

L

AWA

End Section

SpanR is e

Di am et er

Toe plate extension

(min. width A+W)

Toe plate extension

Corner plate

(min. width A+W)

Toe plate extension

Corner plate

Reinforced edge

Pipe coupling band shop bolted to

End section

Pipe culvert

Expander lug End section steel or aluminum pipe

Smooth galvanized

Bolted or welded

Threaded rod

Rod holder connector

Flat strap Pipe culvert Pipe culvert

End section End section

Strap bolt

Pivot bolt

H H

Supplement the reinforced edges of end sections for reinforcement bolted or riveted under the center panel seam.

Fabricate multiple piece bodies with lap seams tightly joined type for the pipe culvert specified.

pipe culvert sizes. Coupling bands may be any acceptable

Design C may be used in lieu of design A for all metal match the inside diameter of the concrete pipe culvert.

Fabricate the diameter of the end section of Design B to for manufacturer's standards.

Variations in design and dimensions are permitted to allow end sections.

Warp embankment slopes to match the slope of the flared

Use toe plate extension where shown on the plans.

extensions from the same metal thickness as the panel body.

Fabricate connector section, corner plate and toe plate attached with bolts or rivets.

60" and larger diameter pipe and 66" and larger

" bolts8 3spacing for

35" × 24" thru 66" × 51" pipe arch

For 30" thru 60" round pipe and

17" × 13" thru 28" × 20" pipe arch

For 12" thru 24" round pipe and

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

0.060

112 × 75

103 × 71

95 × 67

87 × 63

83 × 57

81 × 59

77 × 52

73 × 55

71 × 47

66 × 51

64 × 43

60 × 46

57 × 38

49 × 33

42 × 29

35 × 24

28 × 20

24 × 18

21 × 15

17 × 13

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

INCHES

SPAN × RISE

PIPE SIZE METAL THICKNESS

STEEL ALUMINUM

INCHES GAGE INCHES GAGE

INCHES

DIMENSIONS

L (±2")(INCHES)

DIAM.

VALENT

EQUI-

INCHES

DIAMETER

PIPE SIZE

STEEL

METAL THICKNESS

INCHES GAGE

ALUMINUM

INCHES GAGE

INCHES

DIMENSIONS

L (±2") m in

12" (max.) hole lap after expansion

1" Minimum

13" for 30" dia. and over.

culvert less than 30" dia.

7" for concrete pipe

" bolts8 3spacing for m in

12" (max.) hole at 6" centers (max.) or equivalent

" angle4 1" × 2

1" × 22 1equivalent pipe arch provide 2

" bolts8 3flared end section with

" rivets or bolts. Fabricate end section center panels 8 3by

On end section center panels for 66" and larger from 0.138 inch steel or 0.135 inch aluminum.

for 60" and larger diameter pipe and equivalent pipe arch

" stiffener angles 4 1" × 2

1" × 22 1equivalent pipe arch with 2

METAL END SECTIONS

ET 602-4

REVISED: 4/1994 6/2005 10/2007 3/2016

T4

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g T d e t6 e S

C I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA FLAP RED 2017(3)

NOTE:

edge

Reinforced

Pay Limit

Pipe Culvert

E609-01

(MOUNTABLE)

16-INCH DEPTH

(NON- MOUNTABLE)

18-INCH DEPTH

(NON-MOUNTABLE)

16-INCH DEPTH

(NON-MOUNTABLE)

4-INCH DEPTH

(NON- MOUNTABLE)

13-INCH DEPTH

1.

6''

'' R2

6''

'' R2

''2

'' R2

5''

12''

1 '' 1 ''

6''

''2

'' R2

4''

6'' 2'-0''

2'' R

0.08'/ft.

'' 6

6''

'' R2 1 ''2

'' R2

6''

2'-0''

0.08' /ft minimum

3'' Bed course

M I N

(MOUNTABLE)

10-INCH DEPTH

R''4

NO SCALE

Note:

APPROVED : MAY 2011

REVISED: SEPTEMBER 2014

bed course under all curb and gutter.

Place 3 inches, minimum aggregate liquid asphalt or emulsified asphalt.

Asphalt tack coat may be rapid curing coat required.

Asphalt tack

ASPHALT CONCRETE CURB

M I N

R

PORTLAND CEMENT CONCRETE CURB AND GUTTER

PORTLAND CEMENT CONCRETE CURB

STONE CURB

CURBS

T5

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g T d e t6 e S

C I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA FLAP RED 2017(3)

E609-02NO SCALE

6' - 7'

NOTES:

"R2

"R8

1" Grout

" Sealant 2

PLAN VIEW

SECTION B-B SECTION A-A

See Note 3

Steel rod

1" R

"4 surface

Pavement "

See Note 4

#4 Reinforcing steel (typ.)

1' (typ.)

" (typ.)16

72 A

A

BB

6' - 7'

1' 1'-6"1'1'-6"

1' 1'

" (typ.)2

" (typ.)2

PLAN VIEW

C

C

SECTION C-C

6' - 7'

1' (typ.)

Formed hole for pin (typ.)

Formed hole for pin (typ.)

Formed hole for pin (typ.)

" Sealant 2

1" Grout

See Note 3

Steel rod

"R8

1" R

1 surface

Pavement

"4

"2

"R2

2" "8

"4

"4

2"

"8

4"

See Note 4

#4 Reinforcing steel (typ.)

"8

6' - 7'

' - 7

Wheelstop

W h e e lsto p

Varies obstructions as directed by the CO.

* Increase distance for wall or other

"2

HEAD-ON PARKING

ANGULAR PARKING

Edge of pavement

WHEELSTOP LAYOUT

CONCRETE WHEELSTOP WITH DRAIN

CONCRETE WHEELSTOP WITHOUT DRAIN

Stall lines

Stall lines

6" (min.)*

1' 1'1'-6" (typ.)

Edge of pavement

1 inch of ends of wheelstop.

Extend the reinforcing steel to within

Subsection 609.08.

-inch steel rods according to 4 3steel or

Pin the wheelstops with No. 6 reinforcing the approval of the CO.

to meet manufacturer's standards with

Variations in wheelstops will be allowed perpendicular to stall lines.

Center wheelstops between and

3.

2.

1.

4.

REVISED: FEBRUARY 2019

APPROVED: MAY 2011

CONCRETE WHEELSTOP

T6

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g T d e t6 e S

C I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U s e r D

E N

P W

P

NUMBER

SHEET

CA CA FLAP RED 2017(3)

E619-09REVISED: SEPTEMBER 2014

APPROVED: MAY 2011

T7

CHAIN LINK FENCE

M a x b r a c in g b a n d s p a c in g t o

F a b r ic h e ig h t end post

Corner or

Corner End or gate brace 10'-0'' (max.)

Brace rail

300' (max.) spacing between braces

Tension bar

'' t ru ss ro d

Pull post

'' (min.)

4" round concrete block

12'' square or

Typical line post

Line post

(min.)

4" round concrete block

10'' square or m in

S e e n o te

10'-0'' center to center

CHAIN LINK FENCE

round concrete block

12'' square or

(min.)

4" ty p

(min.)

4" round concrete block

10'' square or

24'' centers wire spacing at

Brace rail tie

Line brace 10'-0'' (max.)

through the line post eye-top caps

Allow the coil tension wire to pass f a b r ic h e ig h t

S e e n o te wire copper ground

No. 6 solid

(min.)

4" Minimum 8' grounding rod m in f a b r ic h e ig h t

S e e n o te s p a c in g

L in e p o s t ti e w ir e at every tie

Split electrical bolt a p p r o x e v e r y

F a s te n g r o u n d w ir e

& tie wires brace rail wires

Post tie at 24'' centers

9 gage hog ring ties

Coil tension wire

CHAIN LINK DETAIL

from post (typ.)

to allow drainage

Convex surface

Coil tension wire (after)

Twisted selvage

Hog ring (after)

Knuckled selvage end (before)

Plain wire

WIRE SELVAGE DETAIL TRUSS ROD TIGHTENER DETAIL

Brace band

Post

Truss rod tightener

Truss rod

CHAIN LINK FENCE TIE DETAIL

fabric

Chain link

Line post

END OR CORNER POST

TOP & BRACE RAIL

LINE POST

LINE POST

& BRACE SECTIONS

ALTERNATE STEEL POST

Fabric side

2 oz galvanized

2.70 lbs/ft incl.2 oz galvanized

2.08 kg/m incl.

"4

"8

2 oz galvanized

5.10 lbs/ft incl.

"2 loops

Fabric lock

DESCRIPTION

& top rail

Brace rail

Line post

& pull post

End, corner

POST SIZE AND WEIGHT TABLE

Type 2

CHAIN LINK FENCE

TYPE

FENCE

Type 1

Type 2

Type 1

Type 2

Type 1 inch dia.

25,000 inch dia.

inch dia.

0.786

2.375

2.004

Steel Aluminum Steel

Minimum yield strength Psi.

Size and mass

25,000 50,000

ROUND PIPE

lbs/ft mass lbs/ft mass lbs/ft mass inch dia.

lbs/ft mass

45,000 inch dia.

1.40 lbs/ft mass

45,000

HOT ROLLED SHAPE ROLLED FORMED

Steel Steel

1.40

2.70

2.76

5.10

5.10

5 x 14

1 x 32

5 x 18

5 x 14

1 x 32

5 x 14

45 x 14

12 3.26

1.40

1.40

3.12

2.31

4.64

3.25

2.375

1.66

2.375

2.875

2.875

1.66

1.66

1.66

2.375

2.375

2.875

2.875

2.27

1.82

3.65

2.96

5.79

4.69

1.660

2.875

1.264

'' truss rod8 tightener

Truss rod band

Brace '' cable clamps4 12-back & fasten with

Loop tension wire Line post cap at 24'' centers

9 gage hog ring ties wire

Coil tension

Post cap or gate post

Corner end end

Brace rail band

Brace band

Tension

Rail end band

Brace

Line post

"64

NO SCALE

NOTES:

ASTM F 689.

Metal post and rails shall conform to

8.

7.

6.

5.

4.

3.

2.

1.

and gate requirements.

See Detail E619-09, sheet 2 for hardware

15 or more.

posts at horizontal breaks in the fence of smooth visual fence profile. Install corner

Adjust the post top elevations to provide a special contract requirements.

Do not install top rail unless so specified in the is omitted, at the two-thirds point above grade.

terminal post above grade and, where the rail attach the brace at the halfway point of the over 6 feet in height. Where a top rail is used, is specified. Install braces where fabric is fabric 6 feet in height or less where a top rail without a top rail. No braces are required on

Install braces on all terminals on fences the special contract requirements.

fence table unless otherwise specified in

Use Type 1 requirements from chain link

Sheet 1 of 2 fabric on each end around the fence complete turn

Wrap tie wires two the other.

high or higher, Knuckle one selvage and twist less than 72 inches high. For fabric 72 inches is provided. Knuckle both selvages on fabric coating when zinc-coated steel fence fabric greater than 48 inches. Provide a Class D or less and 9 gage wire in fabric heights

11 gage wire in…