Amendment_A001.pdf

B I D S C H E D U L E Option Y Account: ALL

Project No: CA FLAP 10089(1)

Name: Dollar Creek Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line Y0050 ALL LPSM $

15206-0000 Line Y0100 3.500 MILE $ $

15210-3000 Line Y0150 3.250 MILE $ $

15214-1000 Line Y0200 ALL LPSM $

15215-3000 Line Y0250 3 EACH $ $

15215-7000 Line Y0300 1 EACH $ $

15216-2000 Line Y0350 5.000 MILE $ $

15301-0000 Line Y0400 ALL LPSM $

15401-0000 Line Y0450 ALL LPSM $

15501-0000 Line Y0500 ALL LPSM $

15705-0100 Line Y0550 730 LNFT $ $

15705-1400 Line Y0600 1,400 LNFT $ $

15706-1600 Line Y0650 3 EACH $ $

15802-0000 Line Y0700 ALL LPSM $

20101-0000 Line Y0750 5.8 ACRE $ $

20301-1100 Line Y0800 2 EACH $ $

20301-2400 Line Y0850 1 EACH $ $

20302-0700 Line Y0900 160 LNFT $ $

20401-0000 Line Y0950 4,050 CUYD $ $

20402-0000 Line Y1000 300 CUYD $ $

20441-0000 Line Y1050 1,750 CUYD $ $

20801-0000 Line Y1100 62 CUYD (CQ) $ $

Schedule Total: ________________________

Submitted by: _________________________

STRUCTURE EXCAVATION

REMOVAL OF GATE

REMOVAL OF SIGN

REMOVAL OF FENCE

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, BRIDGE

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

ROADWAY EXCAVATION

SUBEXCAVATION

WASTE

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT / ENTRANCE

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

Amendment A001 7/5/2016 jeremiah.rogers Typewritten Text A-15

Project No: CA FLAP 10089(1)

Name: Dollar Creek Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

21101-1000 Line Y1150 1,175 SQYD $ $

25101-2200 Line Y1200 25 CUYD $ $

25125-0000 Line Y1250 50 EACH $ $

30101-4000 Line Y1300 8,000 TON $ $

40301-0000 Line Y1350 2,800 TON $ $

40601-0000 Line Y1400 1 TON $ $

41101-1000 Line Y1450 18 TON $ $

41201-0000 Line Y1500 1 TON $ $

55201-0200 Line Y1550 22 CUYD (CQ) $ $

55401-2000 Line Y1600 2,200 LB (CQ) $ $

55504-0000 Line Y1650 ALL LPSM $

55601-0900 Line Y1700 25 LNFT (CQ) $ $

60201-0300 Line Y1750 17 LNFT $ $

60201-0400 Line Y1800 55 LNFT $ $

60201-0800 Line Y1850 40 LNFT $ $

60210-0400 Line Y1900 4 EACH $ $

60210-0800 Line Y1950 1 EACH $ $

60405-0000 Line Y2000 1 EACH $ $

60901-0400 Line Y2050 220 LNFT $ $

61501-0100 Line Y2100 1 SQYD $ $

61509-0000 Line Y2150 10 SQYD $ $

61901-0000 Line Y2200 100 LNFT $ $

DETECTABLE WARNING PANELS

FENCE (TEMPORARY)

24-INCH PIPE CULVERT

END SECTION FOR 12-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

MANHOLE ADJUSTMENT

CURB, CONCRETE, 6-INCH DEPTH

SIDEWALK, CONCRETE (CONCRETE PAD)

BRIDGE RAILING, STEEL (PEDESTRIAN RAILING)

8-INCH PIPE CULVERT

12-INCH PIPE CULVERT

FOG SEAL (EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H)

PRIME COAT, METHOD 1

TACK COAT

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, METHOD B, CLASS 2

STRUCTURAL CONCRETE, CLASS A (AE)

REINFORCING STEEL, EPOXY COATED

PRE-FABRICATED STEEL BRIDGE (48'-4" X 16' MODULAR STEEL PEDESTRIAN BRIDGE)

BOULDER

AGGREGATE BASE GRADING C OR D

ASPHALT CONCRETE PAVEMENT

Amendment A001 7/5/2016 jeremiah.rogers

A-16

Project No: CA FLAP 10089(1)

Name: Dollar Creek Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61901-2500 Line Y2250 80 LNFT $ $

61904-0000 Line Y2300 3 EACH $ $

62201-0200 Line Y2350 25 HOUR $ $

62201-0350 Line Y2400 25 HOUR $ $

62201-2800 Line Y2450 20 HOUR $ $

62301-0000 Line Y2500 35 HOUR $ $

62302-1000 Line Y2550 30 HOUR $ $

62302-1100 Line Y2600 30 HOUR $ $

62303-1000 Line Y2650 ALL LPSM $

62303-1000 Line Y2700 ALL LPSM $

62407-0000 Line Y2750 1,950 CUYD $ $

62501-0000 Line Y2800 1.6 ACRE $ $

63301-0000 Line Y2850 21 EACH $ $

63301-0000 Line Y2900 2 EACH $ $

63308-5000 Line Y2950 4 EACH $ $

63309-0900 Line Y3000 12 EACH $ $

63309-1000 Line Y3050 4 EACH $ $

63401-1500 Line Y3100 6,100 LNFT $ $

63405-0050 Line Y3150 3 EACH $ $

63405-0050 Line Y3200 3 EACH $ $

63405-3250 Line Y3250 1 EACH $ $

63502-0700 Line Y3300 50 EACH $ $

DELINEATOR, TYPE SNOW POLE

PAVEMENT MARKINGS, TYPE H, SOLID (RECESSED)

PAVEMENT MARKINGS, SYMBOLS (TYPE H)

PAVEMENT MARKINGS, SYMBOLS (TYPE D)

PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL, CONE

PLACING CONSERVED TOPSOIL

TURF ESTABLISHMENT

SIGN SYSTEM

SIGN SYSTEM (RRFB)

OBJECT MARKER, TYPE CALTRANS TYPE P

DELINEATOR, TYPE FLEXIBLE

MOTOR GRADER, 8 FOOT MINIMUM BLADE

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGIST)

SPECIAL LABOR, HIRED TECHNICAL SERVICES (ARCHEOLOGIST)

FENCE, SPLIT RAIL, 3 RAIL

BOLLARD POST

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BACKHOE

Amendment A001 7/5/2016 jeremiah.rogers

A-17

Project No: CA FLAP 10089(1)

Name: Dollar Creek Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63502-1050 Line Y3350 20 EACH $ $

63502-1300 Line Y3400 10 EACH $ $

63503-1000 Line Y3450 3,000 LNFT $ $

63504-1000 Line Y3500 175 SQFT $ $

63506-0500 Line Y3550 300 HOUR $ $

63601-3000 Line Y3600 ALL LPSM $

63612-0000 Line Y3650 2 EACH $ $

64603-0500 Line Y3700 1 EACH $ $

LUMINAIRE(CALTRANS TYPE 15)

FIXTURE, BICYCLE STORAGE RACK

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

SYSTEM INSTALLATION, ELECTRICAL

Amendment A001 7/5/2016 jeremiah.rogers Typewritten Text jeremiah.rogers Typewritten Text jeremiah.rogers Typewritten Text Option Y Alternate Bid Item 15401-0000, Contractor Testing (using a Government furnished lab trailer)* $_________________ *See Page A-5 of this Solicitation for an explanation of how to bid this item.

jeremiah.rogers Typewritten Text jeremiah.rogers Typewritten Text jeremiah.rogers Typewritten Text

TOTAL:

jeremiah.rogers Typewritten Text jeremiah.rogers Typewritten Text jeremiah.rogers

A-18

G A S

W A T E R

W A T E R

W A T E R d e n p w p p w ic s jo b s S

R G

F o u n d a ti o n .d g n

A

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS

CA FLAP SR 89 (1)CA

J. ROHNER K. SCHNEIDER

X

DESIGN OVERSIGHT

X

SIGN OFF DATE

Caltrans PIN: 0300000452

Caltrans EA: 03-3A7601

Dist-Country-Route-PM: 03-Pla-89-8.48

Bridge Number: 19-0033

Bridge Name: Truckee River Bridge of

JUNE 2016

REGION

NO.

SHEET

STATE PROJECT

FOUNDATION PLAN

PLACER COUNTY, CALIFORNIA

CA STATE ROUTE 89

FANNY BRIDGE

FOUNDATION NOTES:

Plan View

Location of any sampled hole

L B e a r in g A b u t.

S ta

.3

C L B e a r in g A b u t.

FOUNDATION PLAN

P C

.6

P T

.2

"A" Line

128'-0" wingwalls (to remain)

Existing abutment and

S ta

.3

BORING ELEVATIONS

B-8-15 B-7-15 (to be relocated)

Existing sewer line

(to be removed)

Existing gas line

(to be removed)

Abandoned water line line (to be relocated)

Existing telephone

Asphalt

Very stiff, fat clay

Poorly graded gravel

Silty sand with gravel

Asphalt

SM

CL

GP

CH

GC-CL

wingwalls (to remain)and

Existing abutment

S6

6 RG2990-F

B. HARTMAN

B. MITCHELL

R iv e r

T r u c k e e

P il e s s p a

P il e s s p a

P il e s s p a

P il e s s p a

C

S T

A

.3

.0

L T

A L in e

GWS 6224.7

6231.7

B-7-15

4.0"

- - -101.0

- - -118.3

88.9% Fines

91.2% Fines, LL = 76, PL = 32, PI = 44

52.6

LL = 75, PL = 26, PI = 49

79.6% Fines

100 2.0 S-13 12.6

1.446 S-14 60.6

S-151.4100

27 1.4 S-16 52.9

58.7S-171.414

23 1.4 S-18

17 1.4 S-19 60.8

21 1.4 S-20 55.4

83.3S-211.428

S-151.444

100 2.0 S-14 27.7

S-131.430

38 1.4 S-10 41.2

68.3S-111.414

11 1.4 S-12

9 1.4 S-7 66.7

46.9

47.7

24.8

48.3S-91.419

25 2.0 S-8

16 1.4 S-1 18.0

Bulk

S-22.011

6 1.4 S-3

11 2.0 S-4

21 1.4 S-5

43 2.0 S-6

16.0

30.4

15.8

PA

PI

PA

PA PI

Asphalt trace fine subrounded gravel.

moist; fine to coarse sand; medium plasticity fines;

Medium stiff, Dark Brown, Lean Clay with Sand (CL);

inches.

ash. Seam thickness ranged from 0.1 inches to 0.5

-1" white seams observed periodically in layer. Likely

23.8 feet.

-4-inch Silty Sand seam observed between 23.3 and thicknesses ranged from a 0.1 inches to 1.5 inches.

-Silty Sand seams observed periodically in layer. Seam observed throughout layer.

fine sand; high plasticity fines. Massive. Organics

Stiff to hard, Light Gray, Fat Clay (CH); moist; trace bit. Black rock fragments in cuttings.

-Very hard drilling at 56 feet. Unable to advance drill coarse sand; medium plasticity fines.

Clay (GC/CL); wet; fine to coarse gravel; fine to

Very dense, Gray-Brown, Clayey Gravel to Gravelly

S T

A

.3

.7

L T

A L in e

GWS 6217.8

B-8-15

4.0"

65.8% Fines

39.6% Fines

LL = 69, PL = 27, PI = 42

90.0% Fines

15 1.4 S-1

Bulk

5.8

23 1.4 S-2 7.7

6.7

57.8

S-31.427

17 1.4 S-4 21.8

38.4

41.9S-61.419

41 2.0 S-5

19 1.4 S-7

26 1.4 S-8

15 1.4 S-9

44.2

49.2

39.7

70.6

100 2.0 S-10 3.8

59.8S-111.415

100 1.4 S-12 14.5

PI

PA

PA

PA

Asphalt

12 1.4 1

27 1.4 2

61.3 35.9

4.0"

4.0"

.9 R

T S

T A

W M

B L in e

6228.0

GWS 6216.9

PA PI UW

WR-1

SILTY SAND WITH GRAVEL (SM) - Dusky

Brown, Moist, Medium Dense

Hollow Stem Auger & Diameter

Elevation Surface Ground

Location

N, Sampler Size, Sample #

Elevation of Soil Classification Graphical Depiction

Estimated Material Change

Material Change

6/9/2014

Automatic Hammer, Energy Ratio 80%

Ground Water Encountered 6218'

Terminated at Elev. 6,156.5'

Line

Boring Designation

Exploration Method & Size of Material

Description

Field & Lab Tests

Dry Density & % Moisture

(5' Increments)

Depth from Grade

Ground Water Depth & Drilling

ROTARY BORING

LEGEND OF BORING OPERATION6232.8

TYPICAL BORING HOLE SYMBOL

T y p

MATERIALS

LEGEND OF EARTH

TESTING

LABORATORY

FIELD AND

PA

PI

(ASTM D422)

Particle Size Analysis

(ASTM T90)

Plasticity Index with sand

Medium stiff, clay clay clayey gravel to gravelly

Very dense, gray-brown, Apr. 15, 2016 prepared by Shannon & Wilson, Inc.

For additional information, refer to Geotechnical Report, Description of soils except as noted.

Purposes and ASTM D2488 Standard Reccomended Practice for Standard Test Method for Classification of Soil for Engineering This LOTB sheet was prepared in accordance with the ASTM D2487 nonplastic fines. (Fill) fine to coarse gravel; fine to coarse sand;

staining, Silty Sand with Gravel (SM); moist;

Medium dense, Red-Brown with little iron oxide moist; fine sand; medium plastic fines.

Very stiff, Light gray-brown, Lean Clay (CL);

plasticity fines.

fine gravel; fine to coarse sand; trace of medium

Medium dense, Poorly Graded Gravel (GP); wet;

high plasticity fines.

Very stiff, Gray, Fat Clay (CH); moist; fine sand;

observed.

fine sand; nonplastic fines. Clayey Sand seams

Medium dense, Gray, Silty Sand (SM); wet;

trace fine sand; high plasticity fines.

Stiff to very stiff, Gray, Fat Clay (CH); moist;

broken rock fragments in sampler.

fines; few cobbles inferred from drill action and to coarse gravel; fine to coarse sand; nonplastic

Dark Gray, Poorly Graded Gravel (GP); wet; fine sand; high plasticity fines.

Sandy Fat Clay (CH); moist; fine to coarse

Stiff to very stiff, Gray-Brown to Olive-Gray, fragments in sampler.

inferred from drill action and broken rock coarse sand; nonplastic fines; few cobbles

Sand (GP); wet; fine to coarse gravel; fine to

Very dense, Black, Poorly Graded Gravel with

-Less plastic (CL to CH) below 87 feet.

and Fat Clay.

sections contained little subangular fine gravel

-Intermittently observed 2 to 3-foot thick. Gravel

Organics observed.

trace fine sand; high plasticity fines. Massive.

Stiff to Hard, Light Gray, Fat Clay(CH); moist;

plasticity fines. (Fill) subangular gravel; fine to coarse sand; low

Silty Sand with Gravel (SM); moist; fine to coarse

Medium dense, dark Gray-Brown and Yellow-Brown, -Soil description infered

-2.5-inch diameter gravel piece in sampler at 15 feet sand; nonplastic fines.

(GP); wet; fine to coarse gravel; fine to coarse

Medium dense, dark Gray, Poorly Graded Gravel

1" = 10' Vert 1" = 40' Horiz measured blow count

N = uncorrected, field

Vertical Datum = NAVD883.

Proposed utilities not shown for clarity.2.

See "Foundation Details" sheet for additional information.1.

ERi ~ 80% drilling on 10/14/2015

Ground Water measured during

Ground Water Encountered 6217.8

Terminated at Elev. 6131.5

10/14/2015

RELATIVE DENSITY/CONSISTENCY

COHESIONLESS SOILS COHESIVE SOILS

BLOWS/FT.

N, SPT,

BLOWS/FT.

N, SPT,

CONSISTENCY

RELATIVE

DENSITY

RELATIVE

> 50 30 - 50 10 - 30 4 - 10

< 4

> 30 15 - 30 8 - 15

4 - 8 2 - 4 < 2

Very dense Dense Medium dense Loose Very loose

Hard Very stiff Stiff Medium stiff Soft Very soft

ERi ~ 80%

Ground Water measured during drilling on 10/13/2015

Ground Water Encountered 6224.7

10/13/2015, Terminated at Elev. 6175

06/28/16 JE1 Added Density table & Hammer Energy

Ratio, updated soil classifications

B. MITCHELL A. YOUNG

Amendment A001 7/5/16 d e n p w p p w ic s jo b s S

R G

F o u n d

D e ta il s .d g n

P

M

BRIDGE DRAWING DATE DRAWING NO.

J. ROHNER A. YOUNG K. SCHNEIDER H. LARSEN

X

DESIGN OVERSIGHT

X

SIGN OFF DATE

Caltrans PIN: 0300000452

Caltrans EA: 03-3A7601

Dist-Country-Route-PM: 03-Pla-89-8.48

Bridge Number: 19-0033

Bridge Name: Truckee River Bridge of

JUNE 2016

REGION

NO.

SHEET

STATE PROJECT

PLACER COUNTY, CALIFORNIA

CA STATE ROUTE 89

FANNY BRIDGE

RG2990-G7

S7

PILE ELEVATION

FOUNDATION DETAILS

SECTION F-F

F F

C

PILE SPLICE AND BOTTOM PLATE DETAILS

BACKER RING DETAIL PILE SECTION

UNLESS NOTED

1" = 1'-0"

#4 Spiral

Top of abutment seat

Pile cut-off line

Backer ring

Pile

Pile concrete f'c= 4500 psi concrete pipe shell fill with Class A (AE)

Uniform section cylindrical abutment

Bottom of

"8

"8

C

" = 1'-0"2 1Scale:

8 - #7

" Bottom plate4

M in

M in

2" C lr.

(m in

S p ir a l p it c h

" Plate4

"4

Bottom Plate notes) under Pile Splice and

Field cut (see note 1

Backer ring (typ.)

FLAT WELD DETAIL

R "2 lap in addition to a

Spiral termination

(see note 6) void, typ.

of concrete beneath and prevent leakage precast abutment as needed to level

Temporary formwork

PILE SPLICE AND BOTTOM PLATE NOTES:

(d) Lateral Load.

Design tip elevations are controlled by: (a) Compression, (b) Tension, (c) Settlement,1.

NOTES:

l a p s p li c e p e r m it te d p it c h

S p ir a l

L CISS 24x0.375

L CISS 24x0.375

3 steel.

7. CISS and bottom plate shall conform to ASTM A252 Grade

" deep corrugations.2 1material with

Void form shall be galvanized corrugated metal pipe (CMP) 6.

prior to pile driving.

Contractor to field verify no conflict with existing footings

5.

where feasible.

Vibratory driving methods shall be used for pile installation 4.

Use the following weld for flat weld position:3.

Conform to AASHTO/AWS bridge welding code D1.5.2.

ring at contractor's option.

inside pipe sections. May substitute chill ring for backer

Field cut piece of pipe so when compressed it will slide 1.

1 06/28/16 JE Updated nominal driving resistance d e n p w p p w ic s jo b s S

R G b o r in g s .d g n

P

M

BRIDGE DRAWING DATE DRAWING NO.

J. ROHNER

X

DESIGN OVERSIGHT

X

SIGN OFF DATE

M. WEINERT JUNE 2016

Caltrans PIN: 0300000452

Caltrans EA: 03-3A7601

Dist-Country-Route-PM: 03-Pla-89-R8.48

Bridge Number: 19-0205

Bridge Name: Truckee River Bridge

REGION

NO.

SHEET

STATE PROJECT

"B" Line

PLACER COUNTY, CALIFORNIA

CA STATE ROUTE 89

TRUCKEE RIVER BRIDGE

WR-5

WR-1

Plan View

Location of any sampled hole

Poorly graded gravel

Silt

Silty sand with gravel

Clayey sand

SM

GP

ML

SP

SC

SM-SP

WR-2

WR-4

SUMMARY OF BORING LOGS

R iv e r

T r u c k e e

PLAN

5 of 25 RG2991-E H. LARSEN B. MITCHELL

"BK1" Line "BK4" Line

12 1.4 1

27 1.4 2

61.3 35.9

4.0"

4.0"

TYPICAL BORING HOLE SYMBOL

.9 R

T S

T A

W M

B L in e

6228.0

GWS 6216.9

PA PI UW

WR-1

SILTY SAND WITH GRAVEL (SM) - Dusky

Brown, Moist, Medium Dense

Hollow Stem Auger & Diameter

Elevation Surface Ground

Location

N, Sampler Size, Sample #

Elevation of Soil Classification Graphical Depiction

Estimated Material Change

Material Change

6/9/2014

Automatic Hammer, Energy Ratio 80%

Ground Water Encountered 6218'

Terminated at Elev. 6,156.5'

Line

Boring Designation

Exploration Method & Size of Material

Description

Field & Lab Tests

Dry Density & % Moisture

(5' Increments)

Depth from Grade

Ground Water Depth & Drilling

ROTARY BORING

S105

LEGEND OF BORING OPERATION

prepared by Shannon & Wilson, Inc.

For additional information, refer to geotechnical report, February 2016, Description of soils except as noted.

Purposes and ASTM D2488 Standard Reccomended Practice for Standard Test Method for Classification of Soil for Engineering This LOTB sheet was prepared in accordance with the ASTM D2487

C

DS

PA

PI

UW

(ASTM D2435)

Consolidation

(ASTM D3080)

Direct Shear

(ASTM D422)

Particle Size Analysis

(ASTM T90)

Plasticity Index

(ASTM D4767)

Unit Weight with gravel

Silty sand to sand with gravel

Poorly graded sand

MATERIALS

LEGEND OF EARTH

TESTING

LABORATORY

FIELD AND

NOTES:

6225.9

22 1.4 1

WR-4

6.0"

20 1.4 2

5 1.4 3

58 1.4 5

76 1.4 6

69 1.4 7

54 1.4 8

53 1.4 9

1.4 10

63 1.4 11

22 1.4 12

61 1.4 14

83 1.4 15

51 1.4 4

49 1.4 13

18.9

84.1 35.7

80.3 39.2

21.2

63.2 20.2

20.9

108.8

104.6

105.1

GWS 6217.9 4.5"

PA PI UW

PA PI UW

PA PI UW

PA PI UW

PA PI UW

Brown, Moist, Loose

SILTY SAND WITH GRAVEL (SM) - Dusky

Yellow Brown, Moist, Medium Dense

CLAYEY SAND WITH GRAVEL (SC) -

64.9% Fines, LL = 35, PL =31, PI =4

Medium Stiff, Wet

FINE SANDY SILT (ML) - Dusky Brown, Wet, Very Dense

POORLY GRADED GRAVEL (GP) - Black, 14.3% Fines, NP

6.8% Fines, NP

18.6% Fines

9.2% Fines, NP

Wet, Very Dense

POORLY GRADED GRAVEL (GP) - Black, Gray, Wet, Medium Dense

SILTY SAND WITH GRAVEL (SM) - Dark

SILTY SAND (SM) - Black, Wet, Dense

Reddish Brown, Wet, Dense

SILTY SAND WITH GRAVEL (SM) - Dark

41.5% Fines

WR-2

6.0"

6226.9

10 1.4 1

GWS 6216.9

4.5"

41 1.4 2

27 1.4 3

56 1.4 4

67 1.4 5

57 1.4 6

43 1.4 7

54 1.4 8

58 1.4 9

43 1.4 10

54 1.4 11

53 1.4 12

56 1.4 13

89.6 31.2

95.2 34.8

79.0 40.5

PA PI UW

PA PI UW

PA PI UW

Black, Wet, Medium Dense to Very Dense

POORLY GRADED SANDY GRAVEL (GP) -

17.2% Fines, NP

14.9% Fines, NP

7.7% Fines, NP

WR-5

6.0"

6226.5

5 1.4 1

8 1.4 2

39 1.4 3

55 1.4 4

3 1.4 6

39 1.4 8

3 1.4 5

4 1.4 7

26 1.4 11

32 1.4 13

29 1.4 14

51 1.4 16

41 1.4 17

53 1.4 18

81 1.4 19

50 1.4 20

43 1.4 9

25 1.4 10

46 1.4 12

64 1.4 15

70.1 14.8

72.4 50.6

66.2 54.9

97.4 23.5

81.8 25.6

84.6 37.8

--- 27.5

GWS 6219.5

4.5"

PA PI UW

PA PI UWC

PA UW

PA UW

PA UW

PA UW

6.6% Fines

69.4% Fines, LL = 35, PL = 31, PI =4

OCR 1.6~

93.7% Fines, LL=37, PL=33, PI=4

8.5% Fines

6.8% Fines

10.4% Fines

8.2% Fines

6228.0

12 1.4 1

27 1.4 2

56 1.4 3

70 1.4 4

7 1.4 5

13 1.4 7

5 1.4 6

45 1.4 8

64 1.4 9

50 1.4 10

63 1.4 11

59 1.4 12

44 1.4 13

55 1.4 14

45 1.4 15

61 1.4 16

55 1.4 17

6.0"

WR-1

--- 9.7

68.6 50.9

71.9 50.9

89.2 31.5

84.3 35.6

87.8 32.6

84.7 35.2

4.5"

GWS 6218.0

4.0% Fines

OCR 1.6~

8.4% Fines

8.8% Fines

6.6% Fines

8.7% Fines

PA

C UW

PA PI UW

PA PI UW

DS

PA UW

PA UW

PA UW

PA PI UW

Wet, Very Dense

POORLY GRADED SILTY SAND (SM) - Black, Dusky Brown, Moist, Loose

SILTY SAND WITH GRAVEL (SM) -

Moist, Dense

CLAYEY SAND (SC) - Grayish Orange, Wet, Medium Dense

SILTY SAND (SM) - Light Brown, Wet, Medium Dense to Very Dense

POORLY GRADED SAND (SP) - Black, SILTY SAND TO SAND WITH GRAVEL

(SM/SP) - Dusky Brown, Moist, Loose to

FINE SANDY SILT (ML) - Brownish Gray, Very Soft to Soft, LL=38, PL=31, PI=7

Becomes Dense

Brown, Moist, Medium Dense

SILTY SAND WITH GRAVEL (SM) - Dusky

Wet, Medium Dense to Dense

POORLY GRADED GRAVEL (GP) - Black, SILT (ML) - Dark Gray, Wet, Soft to Stiff

81.6% Fines, LL = 38, PL = 33, PI = 5 c=340, f=31

58.1% Fines, LL = 30, PL = 28, PI = 2

POORLY GRADED GRAVEL (GP) -

Dusky Brown, Wet, Very Dense

SILTY SAND WITH GRAVEL (SM) -

Brownish Black, Wet, Dense

POORLY GRADED GRAVEL (GP) -

Brownish Black, Wet, Dense

POORLY GRADED SAND WITH GRAVEL

AND SOME SILT (SP/SM) - Brownish

Black, Wet, Dense to Very Dense

Wet, Medium Dense to Very Dense

POORLY GRADED SAND (SP) - Black, ERi ~ 80%

Ground Water measured during drilling on 6/16/2014

Ground Water Encountered 6218'

Terminated at Elev. 6,164.4'

6/16/2014

ERi ~ 80%

Ground Water measured during drilling on 6/17/2014

Ground Water Encountered 6217'

Terminated at Elev. 6,165.4'

6/17/2014

ERi ~ 80%

Ground Water measured during drilling on 6/5/2014

Ground Water Encountered 6221.5'

Terminated at Elev. 6,155.0'

6/5/2014

ERi ~ 80%

Ground Water measured during drilling on 6/9/2014

Ground Water Encountered 6218'

Terminated at Elev. 6,156.5'

6/9/2014

"B" Line

15.55' RT, STA 202+69.53

"B" Line

15.37' LT, STA 201+50.13

"B" Line

22.17' RT, STA 201+48.05

"B" Line

11.58' LT, STA 203+49.73

1" = 10' Vert

1' = 40' Horiz measured blow count

N = uncorrected, field

Vertical Datum = NAVD881.

RELATIVE DENSITY/CONSISTENCY

COHESIONLESS SOILS COHESIVE SOILS

BLOWS/FT.

N, SPT,

BLOWS/FT.

N, SPT,

CONSISTENCY

RELATIVE

DENSITY

RELATIVE

> 50 30 - 50 10 - 30 4 - 10

< 4

> 30 15 - 30 8 - 15

4 - 8 2 - 4 < 2

Very dense Dense Medium dense Loose Very loose

Hard Very stiff Stiff Medium stiff Soft Very soft

1 JE06/28/16 Added Density Table, Updated Hammer

Energy Ratio, & Updated Dates

NO SCALE

NOTE:

2.

2.

first asphalt lift)

(applied prior to

Prime coat

TYPICAL SECTION

5'5'

Subgrade

7'

Subgrade

7'

(Varies)

Cut slope

(Varies)

Fill slope

2' 2'

See Detail A

1.8%1.8%

Existing ground limit stake

Slope

A7

30° - 35°

Clearing and construction limits

Topsoil andTopsoil and

Path Width

Station to Station

LENGTH OF PROJECT

(ft)

Bridge

Shared Use Path

Driveway and Parking

Detail A

1' concrete pavement

Hot asphalt

0.00

50.00

PROJECT TOTAL (mi)

TOTALS (ft) 12,487.52

647.52

11,840

2.37

Cut

CL

14'

Existing ground

V e r ti c a l

C le a r a n c e

Limits

Turf Establishment

Limits

Turf Establishment

(ft)

Trail

3" Hot asphalt concrete pavement roadway) to both right and left sides of roadway aggregate (Detail applies

(safety edge) Shoulder up with

Construct 30° - 35° pavement edge

Proposed trail

(applies to trees and shrubs)

TYPICAL SECTION

TRAIL CLEARING

3.

2.

2.

first asphalt lift)

(applied prior to

Prime coat

TYPICAL SECTION

4'4'

Subgrade

6'

Subgrade

6'

(Varies)

Cut slope

(Varies)

Fill slope

2' 2'

See Detail A

1.8%1.8%

Existing ground limit stake

Slope

Clearing and construction limits

Topsoil andTopsoil and

Path Width

127+81 to 129+42

Limits

Turf Establishment

Limits

Turf Establishment

3" Hot asphalt concrete pavement

1.8%1.8%

3.

127+70 to 127+81 transitions to 8' from

200+00.00 to 206+47.52

10+52.00 to 129+42.00

TYPICAL SECTION

1:4 1:4

3" Hot asphalt concrete pavement

1.8% first asphalt lift)

(applied prior to

Prime coat

9+87 to 9+97 and 11+36 to 11+42

Trail Connections

4.

3.

2.

1.

4.

and the existing trail on the south side of Hwy 28.

Pave up to existing asphalt at the bus stop on the north side clearing limits

Some trees and vegetation noted to remain within

Retain plants along cut and fill slopes when possible.

See the cross sections for cut and fill slope ratios.

and to avoid trees or rock outcroppings.

adjusted by the CO to ensure adequate drainage, stability

The excavation and embankment slope ratios may be grading C or D

6" Aggregate base grading C or D

6" Aggregate base, 6" Aggregate base grading C or D base

Aggregate limit stake

Slope limit

Slope

Item 20101-0000.

Section 201. Paid under shrubs. See SCR

Trim branches and

Item 20101-0000.

Section 201. Paid under shrubs. See SCR

Trim branches and

2.

2.

first asphalt lift)

(applied prior to

Prime coat

TYPICAL SECTION

6'6'

Subgrade

8'

Subgrade

8'

(Varies)

Cut slope

(Varies)

Fill slope

2' 2'

See Detail A

1.8%1.8%

Existing ground limit stake

Slope

Clearing and construction limits

Topsoil andTopsoil and

Path Width

Limits

Turf Establishment

Limits

Turf Establishment

3" Hot asphalt concrete pavement

1.8%1.8%

3.

grading C or D

8" Aggregate base limit

Slope

18+34 to 21+20

OPTION Y

MULTI-USE PATH

TYPICAL SECTIONS

1.8%* 1.8%* within Caltrans ROW from 10+52 to 11+40.

* Shoulder slope is 2% away from pavement

21+20 to 127+81

10+52 to 18+34 ground

Existing

W, see table below

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N C

A s r R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

C A .d g n

U.S. DEPARTMENT OF TRANSPORTATION

U s e r R y a n .O ls o n

CA A8N/A

Dollar Creek Trail

CA FLAP 10089(1)

B1

OPTION Y

SUMMARY OF QUANTITIES

7,564

2,642

1 1

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r R y a n .O ls o n

CA B8N/A

Dollar Creek Trail

CA FLAP 10089(1)

OPTION Y

SUMMARY OF QUANTITIES

B2

17 17 1

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r R y a n .O ls o n

CA B8N/A

Dollar Creek Trail

CA FLAP 10089(1)

SHEET 1 OF 4

SUMMARIES

MISCELLANEOUS

B5

4.57 1.91

6,578

7,564

2,290

2,642

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r R y a n .O ls o n

CA B8N/A

Dollar Creek Trail

CA FLAP 10089(1)

SHEET 2 OF 4

SUMMARIES

MISCELLANEOUS

B6

3.33

9.33

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts B S u m m

M is c e ll a n e o u s S u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r R y a n .O ls o n

CA B8N/A

Dollar Creek Trail

CA FLAP 10089(1)

24"D

24"D

D

GV

ELEC

ELEC

WV

POT

9+

.0

10+

PC 10+

54.29

P T

.2

P C

.7

P T

.2

P C

.7

P R

C

.9

P C

.4

P T

.6

P C

.3

P R

C

.1

P R

C

.9

P T

.8

P C

.1

P R C .6

P R

C

.3

P T

.7

P C

.5

P T

.9

P C

.4

P T

.3

P C

.3

P T

.7

P C

.8

P T

.4

N .T .P .U .D

H

IG

H L

A N

D

V

IL

L A

G E

N .T .P .U .D

.3

.0

.5

V P I

E L

,4

.1

60' VC

V P I

E L

,4

.2

+3.464

+1.223%

75' VC

V P I

E L

,5

.1

+0.675%

175' VC

V P I

E L

,5

.4

+2.676%

120' VC

,4

.5

V P I

E L

,4

.8

3+2.300%

200' VC

K = 77

V P I

E L

,4

.0

+4.89 7%

+0.780%

70' VC

K = 17

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r R y a n .O ls o n

CA C9N/A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P S

R

C .d g n

U s e r R y a n .O ls o n _ Dollar Creek Trail

CA FLAP 10089(1)

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

C1

200'100'0

Scale in Feet

DOLLAR CREEK SHARED USE PATH STA. 10+00.00 - 24+00.00

Profile Grade

Existing Ground

Highway 28

D o ll a r

D ri v e

Transition apron

(Do not disturb) and shelter

Existing bus turnout pad (Do not disturb)

Existing transformer for details)

(See Sheet T6

Highway 28 crossing

Driveway and Parking Station 206+47.52

Trail Station 18+39.21 = and Parking (Sheet D1)

See Dollar Creek Driveway

Curve = ALI291-1

PI 10+74.83

D

R = 20.00'

T = 20.54'

L = 31.95'

Curve = ALI291-2

PI 11+34.99

D

R = 100.00'

T = 31.21'

L = 60.50'

Curve = ALI291-3

PI 13+19.80

D

R = 230.00'

T = 42.10'

L = 83.28'

Curve = ALI291-4

PI 13+74.20

D

R = 75.00'

T = 13.22'

L = 26.17'

Curve = ALI291-5

PI 16+48.54

D

R = 180.00'

T = 46.05'

L = 90.17'

Curve = ALI291-6

PI 18+69.80

D

R = 300.00'

T = 15.42'

L = 30.81'

Curve = ALI291-7

PI 19+35.26

D

R = 500.00'

T = 50.07'

L = 99.80'

Curve = ALI291-8

PI 20+04.43

D

R = 400.00'

T = 19.44'

L = 38.85'

Curve = ALI291-9

PI 21+08.37

D

R = 62.00'

T = 46.26'

L = 79.48'

Curve = ALI291-10

PI 21+61.31

D

R = 85.00'

T = 19.71'

L = 38.73'

Curve = ALI291-11

PI 21+91.08

D

R = 85.00'

T = 10.74'

L = 21.38'

Curve = ALI291-12

PI 22+69.94

D

R = 190.00'

T = 28.41'

L = 56.41'

Curve = ALI291-13

PI 23+44.92

D

R = 200.00'

T = 8.45'

L = 16.88' trail and parking lot driveway

Do not disturb area between

(connect to asphalt at bus stop)

Trail connection

093-010-037

N.T.P.U.D.

093-160-08

HIGHLANDS VILLAGE

619-A

Bollard, see Special o u tl e t to f it f ie ld c o n d it io n s

P la c e a lo n g s lo p e a r o u n d

C

U Y

D C la s s r ip r a p

F o r r ip r a p a p r o n

L t, u s e

C o n s tr u c t r ip r a p a p r o n

L t

R t

I n s ta ll e n d s e c ti o n

R t x

C u lv e r t trail connection culvert under

Install 8" x 17' path) existing bike

(connect to

Trail connection to proposed grade raise utility manhole Manhole adjustment, Offset 5'

Begin pavement taper

Station 18+24 Lt

Offset 6'

Begin pavement taper

Station 18+34 Lt

Pavement Offset 6'

Station 18+49 Rt

Offset 5'

End pavement taper

Station 21+30 Lt & Rt

Offset 6'

Begin pavement taper

Station 21+20 Lt & Rt093-010-037

N.T.P.U.D.

E: 7098633.1610

N: 2201548.1847

Station 10+52.00

Begin Project

Dollar Creek

CA FLAP SR89(1)

Option Y

(paid under 25125-0000)

Do not place boulder within Caltrans Right of Way.

in accordance with G2.

Place boulder adjacent to the shared use path

Remove exist. boulder

(match existing)

75 ft of fence

Remove and replace

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N C

A s r R o a d w a y C

A D

D S h e e ts T P la n S

R P e d

C r o s s in g .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r R y a n .O ls o n

CAN/A

Dollar Creek Trail

CA FLAP 10089(1)

T22

G V

H

IG

H L A N

D

V

IL

L A G E

AHEAD

AHEAD

Existing bus shelter

Direction of Travel

Direction of Trav el

Highway 28

D o ll a r D r iv e

Observation Drive

200'100'0

Scale in Feet

300'

32'

300' use path

Proposed shared

T6

SIGNING AND STRIPING PLAN

PEDESTRIAN CROSSING

PUSH

BUTTON TO

TURN ON

WARNING

LIGHTS

R10-25

PUSH

BUTTON TO

TURN ON

WARNING

LIGHTS

R10-25

40' of pavement

Existing edge

W16-9p

W16-9p

W11-15

W11-15

(See Special 633-B)

Flexible delineators panel (10' x 3')

Detectable warning

P

LANE

BIKE

R7-9a bollard

Install sign pedestrian

Remove

YIELD

TO

CROSSWALK

WITHIN

R1-6

YIELD

TO

CROSSWALK

WITHIN

R1-6 panel (10' x 3') warning

Detectable

W11-15 (x 2)

W11-15 (x 2)

NOTE:

1.

1.

20'

20'

STOP

Install R1-1

(to remain)

Bike Lane sign

Existing No Parking

12" white

Pavement markings, See Special 634-A for details

Pavement markings, 12" yellow

See Special 634-A for details

Pavement markings, double 4" yellow

Special 634-A for details

Triangle Yield Bar, See

(RRFB). See section

Flashing Beacon

Rectangular Rapid

Push-button activated

(RRFB). See section

Flashing Beacon

Rectangular Rapid

Push-button activated for striping details

See Special 634-A

2.

1.

constructPanelMode:0constructPanels:1|1|1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEpanelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

Special Sign #1

Special Sign #2

W16-7pR

W16-7pL and

W16-7pR

W16-7pL and

See Special 636-A for RRFB Electronic System Installation details.

they are visible for both directions of traffic.

Place a W11-15 and a W16-7p sign on each side of the post so constructPanelMode:0constructPanels:1|1|1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEpanelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000