A002.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Amendment A002

DI

SPRING

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

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

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

A2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 1 of 2

Table

Updated Index to Sheets

AMENDMENT 002:

Revised: January 5, 2018

STATE PROJECT

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

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

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

R

A T P .d g n

A

M

FLAG POLE

LOT 1

LOT 2

LOT 3 LOT 7

LOT 8

LOT 9

1 6

T

Y

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

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

M a p S

R

A T P .d g n

A

M

SITE MAP

1000'500'0

Scale in Feet

A6

Truckee

Truckee RiverTrail

Riv er

Ta ho e R im

Tr ai l

Granlibakken Rd.

L a k e

T a h o e

T a h o e T a v e rn R d

Tahoe

City

"C

L in e

Transit Center

Tahoe City

Section 12

Section 7

Section 1 Section 6

R a n g e

E

R a n g e

E

S R

SR

W e s t

L a k e B o u le v a r d

14 miles to Incline Village, NV

28 miles to South Lake Tahoe, CA

13 miles to Truckee, CA

F a irw a y D r.

"B K

L in e

25+

30+

"BK2" Line

20+00

320+

325+

L in e

B

K

E 7087632.48

N 2190697.47

End "BK3" Line

32+67.13

E 7087623.85

N 2190460.73

Begin "BK3" Line

30+00.00

E 7087640.43

N 2190350.91

End "BK2" Line

32+88.20

E 7086610.43

N 2190765.09

Begin "BK2" Line

20+00.00

E 7086941.39

N 2191793.25

Begin Sidewalk #1

321+83.67

E 7087286.72

N 2192219.01

End Sidewalk #1

327+31.87

OPTION X

CA FLAP SR 89(2)

5+

120+00

115+00

110+00

E 7087828.12

N 2191981.63

End Lighting Improvements

122+21.19

E 7087777.29

N 2190809.87

Begin Lighting Improvements

110+33.24

M a c in a w R d

E 7087709.01

N 2192710.96

Begin Sidewalk #3

333+97.13

NOTE:

1.

coordinated with the CO.

Staging areas to be

E 7086654.90

N 2191371.11

Begin "BK1" Line

24+89.24

E 7086969.05

N 2191793.03

End "BK1" Line

30+31.01

E 7087898.76

N 2192823.60

End Sidewalk #3

336+15.19 end station coordinate, updated BK3

Updated SW#3 Easting

AMENDMENT 002:

NO SCALE

A7

6" Aggregate base

(Placed in 2 equal lifts)

4" asphalt concrete pavement

Shldr. Shldr.

5' 5'2' 2'

Varies

Existing Ground

Varies

Edge typ.

30° Safety

5' 5'

Clearing and construction limits pavement)

(top of

Profile grade

Slope Stake Limit

Slope Stake Limit

Fog Seal

TYPICAL SECTION

SHARED USE PATH

CANTILEVER WALL

CONCRETE

Concrete Cantilever Wall (Caltrans Type 1A) Retaining Wall 25801-0000 Reinforced Concrete

TYPICAL SECTION

B=2.5'F=2.5' cut slope

Rounded

2.5'

DETAIL

ROUNDED SLOPE

seeding limits

Topsoil and

Type B1-6 curb

4.

Varies

Varies pavement

Sawcut existing

6" Concrete

Type A1-6 curb

(incidental to concrete)

4" Bedding material

4" Concrete

Detail this sheet See Rounded Slope

Reset Fence height of C.I.P. wall

See wall profiles for curb and gutter

Type A2-6 pavement

Sawcut existing

(incidental to concrete)

4" Bedding material

4" Concrete

See Driveway Special 609-A pavement existing

Sawcut

7% m ax.

seeding limits Topsoil and seeding limits Topsoil and

(incidental to concrete)

4" Bedding material

Tack coat existing pavement Sawcut

8.

APPROACH ROAD SUMMARY

Name Width (ft) RemarksStation/Alignment

DW4

DW3

DW2

DW1

40'

32.5'

40'

45'

Sidewalk #1

Sidewalk #1

Sidewalk #1

Sidewalk #1

327+11.87/"C" Line

326+27.17/"C" Line

323+90.36/"C" Line

322+71.76/"C" Line

2.1'8'

NOTES:

2.

2.

3.

1.

10.

See Sheet D3 Varies

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

TOTALS (ft)

(ft)

Bike Path

1,288

0.40

2,097

Sidewalk 1 and Sidewalk 3 stationing is along mainline.

Lighting Improvements 110+33.24 to 122+21.19.Note:

(ft)

Sidewalk

Sidewalk 3 333+97.13 TO 336+15.19

Sidewalk 1 321+83.67 TO 327+31.87

"BK3" 30+00.00 TO 32+67.13

"BK2" 20+00.00 TO 32+88.20

"BK1" 24+89.24 TO 30+31.01

0.15

766326+46.04 to 326+89.35/"C" Line

324+12.97 to 326+08.43/"C" Line

322+97.07 to 323+67.65/"C" Line

322+08.51 to 322+46.26/"C" Line

TYPICAL SECTION

SIDEWALK #1

gutter grade

" above 2 ramp, of driveway

Lip at bottom

(See Approach Road Summary table for stationing)

DRIVEWAY TYPICAL SECTION

SIDEWALK #1

6" Concrete

Type A1-6 curb

(incidental to concrete)

4" Bedding material existing pavement Sawcut

9.

face fill at building

Max 6" concrete

8'

6' mulch) 12" depth embankment (rock

Special rock mulch) 12" depth embankment (rock

Special rock

Type A1-6 curb

334+11.80 to 334+30.37

TYPICAL SECTION

SIDEWALK #3

334+30.37 to 336+15.19

TYPICAL SECTION

SIDEWALK #3

2% to 4%

Varies pavement Sawcut existing

Building face

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

0'-11' Varies

HMA Type II inch of the sidewalk to avoid drop off.4 1within

Rock mulch (or embankment material) must be elevation.

extending rock mulch towards parking lot

The intent is to minimize asphalt work by

Varies at doorway, see plans.

and existing surface.

depth). Mill area of intersection between proposed meet proposed grade (maintain 2" minimum asphalt in max 3" lifts and at varying depths to difference between proposed and existing. Place asphalt. HMA Type II will vary based on the grade

HMA Type II will be placed on top of the existing

Sawcutting is incidental to sidewalk.

Vary side slope to blend into existing landscape.

See D Series for driveway details.

the rocks.

into existing parking area. There will be soil under curb has a minimum exposed face of 6" when tied

Vary rock mulch slope 4.5% to 27.2% such that

1' behind back of curb.

For BK1 vary the slope to tie into existing ground cut height.

B, reduce the B and F dimensions to the actual

Round all earth slopes. For cut heights less than

See cross sections for cross slopes and side slope.

Revised: January 5, 2018 callout of Project Table, and HMA

Updated Note 4, Length

AMENDMENT 002:

STATE PROJECT

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

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

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

T y p S

R

A T P .d g n

A

M

W A T E R

W A T E R

W A T E R F

A U

C E T

W A T E R F

A U

C E T

P R

C

.9

STATE PROJECT

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

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

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

L A

Y S

R

A T P .d g n

A

M

40'20'0

Scale in Feet

R

Proposed curb, A1-6

SIDEWALK #3 PLAN

E 7087709.01

N 2192710.96

Option X

Begin Sidewalk #3

CA FLAP SR 89(2)

333+97.13

D2

5' R

8' pavement markings

See V Series for

R

Sidewalk is parallel to building face.1.

NOTE:

1.

(Rock Mulch), typ.

Embankment

Special Rock

(Rock Mulch), typ.

Embankment

Special Rock driveway existing

Match

E 7087744.14

N 2192697.96

PC at flowline

E 7087772.67

N 2192682.40

Flowline sawcut

E 7087762.15

N 2192670.03

PC at flowline

E 7087740.48

N 2192676.33

PC at flowline

10'R

E 7087772.26

N 2192672.80 adjacent to building

Begin curb and gutter

E 7087898.76

N 2192823.60

Match Existing.

End sidewalk.

End curb and gutter.

R existing at flowline

Sawcut and match

Match existing doorway

(Swigards)

Existing building

Sawcut

R

E 7087891.96

N 2192797.43

Flowcut

Sawcut

Project) protect in place

Truckee River Bridge

Existing inlet (built with existing at flowline

Sawcut and match

Mulch), typ.

Embankment (Rock

Special Rock

E 7087898.76

N 2192823.60

Option X

End Sidewalk #3

CA FLAP SR 89(2)

336+15.19

Revised: January 5, 2018 coordinate

Updated SW#3 Easting

AMENDMENT 002:

6230 6230

STATE PROJECT

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

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

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

L A

Y S

R

A T P .d g n

A

M

.7

(Rock Mulch), typ.

Special Rock Embankment

.3

SR28

Sidewalk, typ.

drainage, typ.

Proposed

D W

D W

A8

A6

A9 A3

A5

A4

A2

A13

A14

A15

A59

.1

A18

A16

A20

A24

.1

A25

A23

A22

A58 A57 A56

D3

GRADING AND POINT LAYOUT

SIDEWALK #1

40'20'0

Scale in Feet t o

V a r ie s

D2

R to meet existing

Extend curb

A71

A61

D1

D3

(Rock Mulch), typ.

Embankment

Special Rock BK1 A62

.1

A60

A11

A19

A17

A21

A1 A7edge of pavement existing at

Sawcut and match

A10

A18

A19

A17

A20

A72

A72

A73

A21

A23

A24

A73

A22

8'-2"

12'11'

7'-2"

DW #2

A12

A70

A12

A11

A13

A14

A71A70

A9

A8

A10

A7

.4

.7

8'6'

2'-2" 4'-2"

.2

D3

A1

A3

A4 D2

5'10'

6.75%

DW #1

Sheet 1 of 2

A2

0.12%

.1

D1

V a r ie s8 ramps

Typical dimensions and slopes for driveway

Varies

Varies

Varies

Varies

.9

1.50% 7.00%

.5

7.00% 7.50%

7.50%

7.50% 6.50%

7.50% 7.10%

6.40%

.5

NOTES:

3.

2.

1.

Grading of sidewalk/curb/driveways will be included in equipment cost.

minimum 2" depth).

max 3" lifts and at varying depths to meet proposed grade (maintain intersection between proposed and existing surface. Place asphalt in

HMA Type II will be placed on top of the existing asphalt. Mill area of ramp dimensions.

See X and Y dimension on Ramp Dimension Table on Special 609-A for grade break at tie in shall be 6% or less, unless approved by the CO.

necessary. Maximum grade of driveway tie in shall be 10%. Maximum

See Driveway Special 609-A. Field fit driveway adjustments as

HMA Type II

HMA Type II

Revised: January 5, 2018

Added to Note 2

Added HMA Type II callout.

AMENDMENT 002: 2

6232 6232 6232

6232 6233

STATE PROJECT

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

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

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

L A

Y S

R

A T P a .d g n

A

M

.1

SR28

.1

Sidewalk, typ. D W

D W

.8

A42

A43

A37

A38

A36

A49

A26

D4

GRADING AND POINT LAYOUT

SIDEWALK #1

of pavement existing at edge

Sawcut and match

.5

V a r ie s t o

V a r ie s

40'20'0

Scale in Feet

(Rock Mulch), typ.

Special Rock Embankment

.1

A30A30

A28

A27 A29

A31

A40

A39

(Rock Mulch), typ.

Embankment

Special Rock

A51

A52 A53

A54

A55

A32

A33

A35

A34

A50 existing

Match existing

Match

A41

A48

A76

A38 A40

A37

A39

A76

1' 2"

A75

A74

A28

A27

A29

A74

A30

1' 2" 1' 2"

5'5'5'

A32

A31

A34

A33 A75

DW #4DW #3

Sheet 2 of 2

V a r ie s8 ramps

Typical dimensions and slopes for driveway

Varies

Varies

Varies

Varies

.5

7.50%

7.50%

.9

.9

7.50%

7.50% 7.50%

.4

7.50%

NOTES:

3.

2.

1.

Grading of sidewalk/curb/driveways will be included in equipment cost.

minimum 2" depth).

max 3" lifts and at varying depths to meet proposed grade (maintain intersection between proposed and existing surface. Place asphalt in

HMA Type II will be placed on top of the existing asphalt. Mill area of ramp dimensions.

See X and Y dimension on Ramp Dimension Table on Special 609-A for grade break at tie in shall be 6% or less, unless approved by the CO.

necessary. Maximum grade of driveway tie in shall be 10%. Maximum

See Driveway Special 609-A. Field fit driveway adjustments as

HMA Type II

Added to Note 2

Added HMA Type II callout.

AMENDMENT 002: 2

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

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

L A

Y S

R

A T P .d g n

A

M

40'20'0

Scale in Feet

C5

C2

C1

C4

C9

C3

C6

C7

C8

C36

C35

C11

C15

C13

C37

C38

C10

C12

C14

C19

C17

C53

C52 C57

C51

C34

D5

GRADING AND POINT LAYOUT

SIDEWALK #3

C39

Match existing

C47

C18

C16 doorway location

Match existing at

(Swigards)

Existing building ramps

Typical dimensions and slopes for driveway

C1

C2 C3

C4

C12

C15

C14

C18

C19

C16

C13

.3

.5

.5

.5

7.5%

7.5%

.5

6.38%

7.50% 7.00%

0.06%

0.31%

C44

C22

C23

C24

C28

C25

C55

C54

C45

C46

C50

C56

C27

C48

C49

C26

C48 C47

C45

C46

C49

C50

1.50%

1.50%

.0

.4

1.50%

.0

.4

SW #1

6.2'

5' 8'

16'

C17 8'

.6

SDW #2 SW #3

C41

C43

C42

C40

.6

C30

C31

C31b

C31a C32

C32b

C33

7.50%

2" depth).

to meet proposed grade (maintain minimum asphalt in max 3" lifts and at varying depths between proposed and existing surface. Place existing asphalt. Mill area of intersection

HMA Type II will be placed on top of the included in equipment cost.

Grading of sidewalk/curb/driveways will be

2.

1.

NOTES:

HMA Type II

Revised: January 5, 2018 callout.

Added HMA Type II

AMENDMENT 002:

01/05/18

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: RYAN PHILLIPS

1:

Remove and replace Option X plan sheets A2, A6, A7, D2, D3, D4, D5 and G1 with the attached corresponding Option X plan sheets.

PERMITS

Remove and replace Appendix D TRPA Permits with the attached TRPA Permits.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)