SEKI10(10)_Plans.pdf

PDF 31 MB Posted Apr 4, 2017

Attached to: CA FTNP SEKI 10(10) Generals Highway Federal contract opportunity
Solicitation number: DTFH6817B00007
Issued by: Department of Transportation Federal Highway Administration

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Plans for CA FTNP SEKI 10(10), Generals Highway.

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Other files for this federal contract opportunity

Other files attached to CA FTNP SEKI 10(10) Generals Highway, newest first.
File	Type	Posted
Bid_Opening_Summary_CA_FTNP_SEKI_10(10).pdf	PDF	May 4, 2017
Q&A_SEKI_10(10)_5-2-17.pdf	PDF	May 2, 2017
Q&A_SEKI_10(10).pdf	PDF	Apr 26, 2017
Amendment_A001.pdf	PDF	Apr 20, 2017
CA_SEKI_10(10-11)_Final_Hydraulics_Report.pdf	PDF	Apr 4, 2017
Final_Pave_Recomm_Memo_.pdf	PDF	Apr 4, 2017
CA_.PRA.SEKI.10(10)_Sequoia_National_Park,_Geotech._2012.pdf	PDF	Apr 4, 2017
DTFH6817B00007_CA_FTNP_SEKI_10(10)_IFB.pdf	PDF	Apr 4, 2017
SEKI10(10)_Cross_Sections.pdf	PDF	Apr 4, 2017

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traveled way

Edge of section as mainline

Same structural

Varies

METHOD OF SUPERELEVATING ON CURVES

Varies

Max. super +6.00% Min. super +2.00%

Tangents -2.00%

2.13'

TYPICAL SECTIONS

See plans for locations of curves and superelevations

Varies

1:20

1:3 slope

Fore-

Variable

Offset support

Lateral slope

10' 1.4' 1' typ.

NO SCALE SHEET 2 of 2

Gutterline

A7 slope

Fore-

Variable

Offset slope

1'10' 1.4'

Varies

1:3 at Approach End

1:2.25 Typical

1:2 Max.**

on Sheet A6

See Detail A

1:20 Curb backfill for structural section

See mainline typical

Varies - See D Sheets

See special 609A

14" Concrete curb

1:1.5 superelevation

Mainline

Gutterline superelevation

Mainline

Gutterline

2.0' for all superelevation)

Profile grade (pivot point Normal subgrade

Curb backfill

See special 609A

14" Concrete curb superelevation

Mainline for structural section

See mainline typical

Varies tr a v e le d w a y

N o r m a l e d g e o f tr a v e le d w a y

N o r m a l e d g e o f

See Special 609A

4" Concrete curb

Crenellated wall

Varies

WITHOUT CURB

PULLOUT TYPICAL SECTION

WITH CONCRETE CURB

PULLOUT TYPICAL SECTION

TYPICAL GUARDRAIL SECTION

Sta. 715+00 TO 717+50

WITH CURB AND BERM

TYPICAL GUARDRAIL SECTION

RETAINING WALL WITH RAIL

REINFORCED CONCRETE

traveled way

Edge of section as mainline

Same structural

1:20 Curb backfill for structural section

See mainline typical

See special 609A

14" Concrete curb

Match mainline super-elevation

HIGH SIDE OF SUPERELEVATION

PAVED DITCH WITH CONCRETE CURB

LOW SIDE OF SUPERELEVATION

PAVED DITCH WITH CONCRETE CURB

STONE MASONRY WALL

EXISTING CRENELLATED

structural section

Section for pavement

See Mainline Typical structural section

Section for pavement

See Mainline Typical

Varies

2" HACP

VIADUCT WITH RAIL

CANTILEVERED

1:3 for structural section

See mainline typical

Existing Ground

Edge of shoulder

PAVED DITCH WITHOUT CURB

1.0' to front of guardrail

2.0' to front of guardrail

Pay Limits

Embankment material

Pay Limits

1.5' or otherwise noted in the Curb Summary

Edge of traveled way

1.5' or otherwise noted in the Curb Summary

See Curb Summary Width varies

Edge of traveled way

Edge of traveled way quantities of paved ditch.

Paved Ditch, Asphalt. See Tabulation of Quantities for situations, pay for paved ditch under Item 60908-1000, asphalt is paid for under surfacing items. In all other

7. When paved ditch is on low side of superelevation, offset = 1.0'.

Sta. 675+56.46 to 676+16 offset = 2.0'. All other areas, 6.

Place curb only where noted in plans.5.

Use 8' guardrail posts.

Install guardrail posts according to Subsection 617.03. 4.

superelevations.

superelevation. See cross-sections for pullout

Pullout superelevation is independent of mainline 3.

Curb, Concrete, 14-Inch Depth.

curbs. Curb backfill is subsidiary to item 60901-1200, Use 2" minus excavated material for backfill behind 2.

by the CO.

Dimensions shown are approximate and may be varied 1.

Notes:

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

A G e n s h t\

T Y P s e k i1

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

NPS PMIS NO.: 158491 DRAWING NO.: 102/111,455

Sheet and Description

B6 B7 B8 - B11

Grading Summary

Drainage Summary

Tabulation of

Quantities ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE STA 50.440 50.440

A0060 15210-3000 CENTERLINE, VERIFICATION AND

STAKING STA 75.710 75.710

A0080 15214-1000 SURVEY AND STAKING, BRIDGE LPSM ALL

A0100 15214-2000 SURVEY AND STAKING, RETAINING

WALL LPSM ALL

A0120 15214-3000 SURVEY AND STAKING, PARKING

AREA (PULLOUTS) LPSM ALL

A0140 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 14 14

A0160 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES STA 100.880 100.880

A0180 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0200 15401-0000 CONTRACTOR TESTING LPSM ALL

A0220 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0240 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 5,034 266 5,300

A0260 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 45 45

A0280 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 8 8

A0300 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0320 20101-0000 CLEARING AND GRUBBING See Section 201 of

ACRE 4.0 0.1 4.1 SCRs

A0340 20304-1000 REMOVAL OF STRUCTURES AND See Section 203 of

OBSTRUCTIONS LPSM ALL SCRs

A0360 20310-1000 PLUG, EXISTING PIPE EACH 1 1

A0380 20401-0000 ROADWAY EXCAVATION CUYD 3,659 241 3,900

A0400 20441-0000 WASTE CUYD 4,630 270 4,900

A0420 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED CUYD 70 10 80

A0440 25305-2000 REVET MATTRESS, POLYVINYL

CHLORIDE COATED SQYD 143 7 150

A0460 25801-0100 REINFORCED CONCRETE RETAINING

WALL, 4 FEET SQFT 510 510

A0480 25801-0200 REINFORCED CONCRETE RETAINING

WALL, 6 FEET SQFT 2,420 2,420

-D ec -2

A M

C A \s ek i1

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U N

S H

G S

Es tim at e\ [S

Es tim at e-

D .x ls x]

S he et SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

REG STATE PROJECT

FTNP SEKI 10(10)CA

TOTAL

SHEETS

NPS PMIS No. 158491 NPS Drwg No. 102/111,455

SHEET

NO.

B1PW B11

Grading Summary

Drainage Summary

Tabulation of

Quantities ALLOWANCE Bid

Schedule

A0500 25801-0300 REINFORCED CONCRETE RETAINING

WALL, 8 FEET SQFT 2,620 2,620

A0520 25801-0400 REINFORCED CONCRETE RETAINING

WALL, 10 FEET SQFT 2,920 2,920

A0540 25801-0500 REINFORCED CONCRETE RETAINING

WALL, 12 FEET SQFT 880 880

A0560 25801-0600 REINFORCED CONCRETE RETAINING

WALL, 14 FEET SQFT 430 430

A0580 30305-4000 PULVERIZING, 8-INCH DEPTH STA 75.710 75.710

A0600 30306-4000 PULVERIZING, 8-INCH DEPTH SQYD 15,665 835 16,500

A0620 30802-2000 ROADWAY AGGREGATE, METHOD 2 TON 4,426 174 4,600

A0640 40201-4700 HOT ASPHALT CONCRETE

PAVEMENT, HVEEM TEST, CLASS

B, GRADING C OR E TON 8,830 270 9,100

A0660 40205-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 85 5 90

A0680 41103-0000 PRIME COAT SQYD 47,609 1,991 49,600

A0700 41105-0000 BLOTTER TON 70 As directed by CO

A0720 41201-1000 TACK COAT GRADE CSS-1,

CSS-1H, SS-1, OR SS-1H TON 20 1 21

A0740 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 191 191

A0760 55401-1000 REINFORCING STEEL LB 2,400 2,400 Contract Quantity

A0780 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 32,900 32,900

A0800 55601-0900 BRIDGE RAILING, STEEL LNFT 1,664 1,664 Contract Quantity

A0820 55901-0000 MEMBRANE WATERPROOFING SQYD 457 457 Contract Quantity

A0840 56202-0000 TEMPORARY SUPPORT STRUCTURE LPSM ALL

A0860 56901-0000 MICROPILES LNFT 575 575

A0880 56905-0000 MICROPILE LOAD VERIFICATION

TEST EACH 2 2

A0900 56906-0000 MICROPILE PROOF LOAD TEST EACH 3 3

A0920 60101-0000 CONCRETE (FOUNDATION

MODIFICATION) CUYD 25 25

A0940 60103-0100 CONCRETE, HEADWALL FOR

18-INCH PIPE CULVERT (EXPOSED

AGGREGATE) EACH 1 1

A0960 60103-0140 CONCRETE, HEADWALL FOR

24-INCH PIPE CULVERT (EXPOSED

AGGREGATE) EACH 3 3

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-D ec -2

A M

C A \s ek i1

R oa dw ay

U N

S H

G S

Es tim at e\ [S

Es tim at e-

D .x ls x]

S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

REG STATE PROJECT

FTNP SEKI 10(10)CA

TOTAL

SHEETS

NPS PMIS No. 158491 NPS Drwg No. 102/111,455

SHEET

B2PW B11

Grading Summary

Drainage Summary

Tabulation of

Quantities ALLOWANCE Bid

Schedule

A0980 60103-0160 CONCRETE, HEADWALL FOR

30-INCH PIPE CULVERT (EXPOSED

AGGREGATE) EACH 1 1

A1000 60201-0800 24-INCH PIPE CULVERT LNFT 392 23 415

A1020 60201-0900 30-INCH PIPE CULVERT LNFT 34 6 40

A1040 60201-1200 48-INCH PIPE CULVERT LNFT 54 6 60

A1060 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 7 7

A1080 60210-0900 END SECTION FOR 30-INCH PIPE

CULVERT EACH 1 1

A1100 60210-1000 END SECTION FOR 36-INCH PIPE

CULVERT EACH 1 1

A1120 60210-1200 END SECTION FOR 48-INCH PIPE

CULVERT EACH 1 1

A1140 60403-0000 INLET EACH 8 8

A1160 60405-0000 MANHOLE ADJUSTMENT EACH 2 2

A1180 60409-0000 INLET TOP, METAL GRATE EACH 2 2

A1200 60704-0000 CLEANING CULVERT IN PLACE EACH 15 15

A1220 60707-0500 LINING 24-INCH PIPE CULVERT LNFT 80 5 85

A1240 60707-0700 LINING 36-INCH PIPE CULVERT LNFT 57 3 60

A1260 60901-0200 CURB, CONCRETE, 4-INCH DEPTH LNFT 250 15 265

A1280 60901-0800 CURB, CONCRETE, 10-INCH DEPTH LNFT 340 20 360

A1300 60901-1200 CURB, CONCRETE, 14-INCH DEPTH LNFT 5,259 241 5,500

A1320 60908-1000 PAVED DITCH, ASPHALT SQYD 1,207 43 1,250

A1340 61108-1000 ADJUST WATER VALVE EACH 4 4

A1360 61302-0000 SIMULATED STONE MASONRY TEST

WALL EACH 1 1

A1380 61701-1950 GUARDRAIL SYSTEM G4, TYPE 4,

CLASS B STEEL POSTS LNFT 1,152 25 1,177

A1400 61702-0000 TERMINAL SECTION EACH 2 2

A1420 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 4 4

A1440 61707-0000 STRUCTURE TRANSITION RAILING LNFT 375 375 Contract Quantity

A1460 61904-0000 BOLLARD POST EACH 1 Sta. 720+82, Lt.

A1480 62003-0000 STONE MASONRY (CRENELLATED

WALL REPAIR) LPSM ALL

A1500 62011-0500 STONE MASONRY HEADWALL FOR

24-INCH PIPE CULVERT EACH 1 1

A1520 62028-1000 REMOVE AND RESET STONE

MASONRY HEADWALL EACH 1 1

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

2- M ar -2

C A \s ek i1

R oa dw ay

U N

S H

G S

D R A

\E st im at e\

I1 0(

Es tim at e-

D .x ls x]

Sh ee t (3

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

REG STATE PROJECT

FTNP SEKI 10(10)CA

TOTAL

SHEETS

NPS PMIS No. 158491 NPS Drwg No. 102/111,455

SHEET

B3PW B11

Grading Summary

Drainage Summary

Tabulation of

Quantities ALLOWANCE Bid

Schedule

A1540 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 100

A1560 62201-0350 BACKHOE HOUR 120

A1580 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 60

A1600 62201-2050 ROLLER HOUR 60

A1620 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 60

A1640 62201-3000 HYDRAULIC EXCAVATOR HOUR 120

A1660 62301-0000 GENERAL LABOR HOUR 170

A1680 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 20 20

A1700 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 50

A1720 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 100

A1740 62407-0000 PLACING CONSERVED TOPSOIL CUYD 522 18 540

A1760 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 34 3 37

A1780 63302-0000 SIGN SYSTEM SQFT 106 4 110

A1800 63308-0000 OBJECT MARKER EACH 72 72

A1820 63316-1000 REMOVE AND RESET SIGN EACH 6 6

A1840 63404-0200 PAVEMENT MARKINGS, TYPE B GAL 321 9 330

A1860 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC AND SAFETY SUPERVISOR LPSM ALL

A1880 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM ALL

A1900 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 50 50

A1920 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 50 50

A1940 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 100 100

A1960 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 4 4

A1980 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN (GOVERNMENT FURNISHED) EACH 4 4

A2000 63503-0300 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 LNFT 32 32

A2020 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 2,400 2,400

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

2- M ar -2

C A \s ek i1

R oa dw ay

U N

S H

G S

D R A

\E st im at e\

I1 0(

Es tim at e-

D .x ls x]

Sh ee t (4

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

REG STATE PROJECT

FTNP SEKI 10(10)CA

TOTAL

SHEETS

NPS PMIS No. 158491 NPS Drwg No. 102/111,455

SHEET

B4PW B11

Grading Summary

Drainage Summary

Tabulation of

Quantities ALLOWANCE Bid

Schedule

A2040 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 10,087 13 10,100

A2060 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 592 8 600

A2080 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 4,600 4,600

A2100 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 2,300 2,300

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

2- M ar -2

C A \s ek i1

R oa dw ay

U N

S H

G S

D R A

\E st im at e\

I1 0(

Es tim at e-

D .x ls x]

Sh ee t (5

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

REG STATE PROJECT

FTNP SEKI 10(10)CA

TOTAL

SHEETS

NPS PMIS No. 158491 NPS Drwg No. 102/111,455

SHEET

B5PW B11

GRADING SUMMARY

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

B S u m m q ty

S E

K I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

B11

SHEET TOTAL

NO. SHEETS

FTNP SEKI 10(10)

GENERALS HIGHWAY

STATION

677+64 18 679+26 30 679+81 680+35 17 683+79 684+35 687+07 689+75 689+85 692+57 695+65 698+31 45 701+77 12 703+44 4 705+28 707+73 8 710+20 710+82 14 714+12 715+00 716+44 7 718+80 25 724+50

Wolverton Road 10+25 13+33 17+45 28+64 32+48 51+75

56+70

65+95 68+77 80+88

Parking Lot East Parking Lot Center Parking Lot West

Note: Removal of pipe culvert is paid under Item 20304-1000, REMOVAL OF STRUCTURES AND OBSTRUCTIONS 158491 Drawing No.

C O

N C R

E, H

W A

F O

C H

E C U

(E X

A G

G R

C H

(E X

A G

G R

C O

N C R

E, H

W A

F O

C H

E C U

C H

Revet mattress curb terminus Lt, See Special 609-A

2 Revet mattress curb terminus Lt, See Special 609-A

R O

E R O

N C

O N

O D

U C T

S Q

C O

N C R

E, H

W A

F O

C H

E C U

C H

G P

A M

The quantities, locations, and skews shown here on are approximate and are subject to field adjustment. Do not order culvert pipe or appurtenances until the actual quantities are approved in the field by the Contracting Officer.

54 1TOTALS

NPS Package No.

N E

M A S O

N R Y

D W

C H

E C U

C H

N F

O R

C H

N F

O R

C H

A N

C U

C E

C H

N F

O R

-I

N C H

E C U

-I

N C H

E C U

C H

O V E

A N

D R

N E

M A S O

N R Y

D W

C H

S Q

paved apron, paid as paved ditch

N F

O R

C H

-I

N C H

E C U

C H

S ke w d eg re es

O V A L

O F

C U

C H

P ay

I te m D es cr ip ti o n

(u n it

S U

R V

A N

D S

D R A

A G

E S

U C

R E

It em

N u m b er

8 11 1514

143 134392 7

1 27

1 8

Line culvert see Section 607 of the SCR's

1 12

Line culvert see Section 607 of the SCR's

20'X15' Mat. Incorporate 15" CMP with wing wall

Tie revet mattress into existing rock channel

REG STATE PROJECT

PW CA B7 B11

1 8

REMARKS

Fo r

In fo

O nl y

E C O

1 8

Tie revet mattress into existing rock channel

Install end section Rt, Line cuvlert See Section 607 of the SCR's

Remove end section Lt

8" CMP

paved apron, paid as paved ditch

8" CMP

102/111,455

Additional revet mattress 6'x9'x1'

Additional revet mattress 3'x9'x1'

C A \s ek i1

R oa dw ay

\s he et s\

(1 0)

\B -S um m

\S pr ea ds he et s\ [s ek i1

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xl s] D rn

DRAINAGE SUMMARY

Wood culvert

G eo te xt ile

Ty pe

I V -E

S Q

Fo r In fo O nl y

21.4

36.4

C H

P, M

A L

G R A

C H

E C U

C H

E C U

Sheet 1 of 4

TABULATION OF QUANTITIES

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

B S u m m q ty

S E

K I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

Sheet 2 of 4

TABULATION OF QUANTITIES

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

B S u m m q ty

S E

K I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

Sheet 3 of 4

TABULATION OF QUANTITIES

B10

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

B S u m m q ty

S E

K I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

Sheet 4 of 4

TABULATION OF QUANTITIES

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

B S u m m q ty

S E

K I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

0 4

D I

S T

E E

C O

N C

R E

T E

P O

S T O

N L

S T

E E

S T

E E

L S T

E E

A S

P H

A L T

STEEL S

O N

E S T

O N

S T

O N

S T

O N

S T

O N

S T

O N

S T

O N

D E

L I N

E A

T O

P C

P T

P C

0 P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P R

P T

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

M L P

P P

N P S

E K I .d g n

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

NPS PMIS NO.: 158491 DRAWING NO.: 102/111,455

VPI 676+60

EL 4,902.51

+6.8

+7.2

200' VC

K = 535

V P I

E L

+7.2

+5.6 08%

200' VC

K = 120

SSD = 749'

V P I

E L

+5.6 08%

+6.1 65%

200' VC

K = 359

V P I

E L

+6.1 65%

+6.0 80%

200' VC

K = 2353

SSD = 12794'

V P I

E L

+6.0 80%

+8.5

200' VC

K = 82

V P I

E L

+8.5

+5.8 65%

200' VC

K = 76

SSD = 509'

679+00 680+00 681+00 682+00 683+00 684+00 685+00 686+00 687+00 688+00 689+00

200'100'0

Scale in Feet

4,890

4,980

4,970

4,960

4,950

4,940

4,930

4,920

4,910

4,900

676+00 677+00 678+00

4,950

4,960

4,970

4,980

4,990

4,890

4,940

4,950

4,970

4,980

4,990

5,000

5,010

4,930

4,920

4,900

5,000

5,010

5,020

5,030

4,940

Concrete curb, Rt

Profile grade

Existing ground 4,910

4,950

Existing ground

Profile grade

R e m o v e e x is ti n g c u lv e r t

4,940

R = 1,140.00'

T = 106.49'

L = 212.37'

PI 676+62.95

Curve = SEKI10-1

PI 678+39.86

R = 420.00'

T = 71.03'

L = 140.73'

Curve = SEKI10-2 Curve = SEKI10-3

PI 680+33.35

R = 225.00'

T = 79.75'

L = 153.28'

PI 682+51.89

R = 200.00'

T = 41.43'

L = 81.70'

Curve = SEKI10-4

PI 685+49.81

Curve = SEKI10-6

R = 80.00'

T = 57.91'

L = 100.25'

R = 600.00'

T = 76.33'

L = 151.84'

Curve = SEKI10-7

PI 687+45.52

PI 689+20.42

Curve = SEKI10-8

R = 1,250.00'

T = 49.84'

L = 99.63'

L = 51.18'

T = 25.84'

R = 150.00'

PI 689+96.05

Curve = SEKI10-9 e = 4% e = 5% e = 2% e = 4%

PI 683+89.35

Curve = SEKI10-5

L = 114.08'

T = 58.24'

R = 230.00' e = 3% e = 3% e = 5% e = 3.8%

R e m o v e e x is ti n g c u lv e r t e = 2.8%

Sta. 682+00 to 682+90 Rt.

Slope scaling

S k e w

R e v e t m a tt r e s s

L t.

D r o p i n le t, R t.

I n s ta ll

X c u lv e r t

R e m o v e e x is ti n g c u lv e r t

S k e w e x is ti n g r o c k c h a n n e l

T ie r e v e t m a tt r e s s t o e v e t m a tt r e s s

L t.

D r o p i n le t, R t.

I n s ta ll

X c u lv e r t c u lv e r t

R e m o v e e x is ti n g e x is ti n g r o c k c h a n n e l

T ie r e v e t m a tt r e s s t o v e t m a tt r e s s

L t.

D r o p i n le t, R t.

I n s ta ll

X c u lv e r t

E: 6624354.61 N: 2080582.94 Sta. 675+56.46

SEKI 10(10)

BEGIN PROJECT

Sta. 689+75

See Special 629-A

Install Rolled Erosion Control Product Sta. 677+70 Rt.

See Special 609-A

Place Curb Cut

S k e w

R e v e t m a tt r e s s

L t.

E n d s e c ti o n

L t.

S to n e m a s o n r y h e a d w a ll s c h is t, R t.

I n s ta ll

X c u lv e r t

R e m o v e e x is ti n g c u lv e r t

Sta. 675+56 Lt.

to existing guardwall detail

See Sheet S40 for connection

Transition Rail, Lt

Guardrail and

Transition Rail, Lt and Terminal, Lt

Transition Rail

Transition Rail and Guardrail, Lt

Sta. 683+62 wall connection detail

See Sheet S38 for crenellated

Sta. 679+10 wall connection detail

See Sheet S38 for crenellated

Sta. 678+00 to 679+10 crenellated wall

Do not disturb existing

Sta. 683+20 to 683+62 crenellated wall

Do not disturb existing

Sta. 676+16 to 677+78 Lt.

Cantilevered Viaduct #1 with rail

Sta. 679+10 to 682+59 Lt.

Retaining Wall #1 with rail

Reinforced Concrete

Sta. 683+62 to 685+52 Lt.

Retaining Wall #2 with rail

Reinforced Concrete

See Specials 617-B and 617-C

Sta. 677+96, Lt.

Install terminal section

5086.96

D I

M P

E C

N O

N L

" W

E M

E T A L

E C T

N O

C O

N C

R E

T E

M P P

O O

R C

O N

D I T I O

A S

5084.59

O V

E R

H A

N G

ASPH

ALT

C O

N C

R E

T E

M E

T A

A S

P H

A L T

M E

T A

S E

Q U

O I A

A S

P H

A L T

S T

O N

C M

O O

R C

O N

S T

O N

M P P

O O

R C

O N

A S

P H

A L T

S T

O N

T E

E L P I P E

I D

E S

T E

E L

S T

O N

B R

O K

E N

R I P R

A P

D E L

E A

T O

R I P R

A P

C O

N C

R E T E

" C

M P P

O O

R C

O N

M P P

O O

R C

O N

18" CM

24" SEQ

P T

P C

P T

P C

P R

P C

7 PRC 698+23.74

P T

P C

P T

P C

P R

PCC 703+71.85

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

M L P

P P

N P S

E K I .d g n

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

NPS PMIS NO.: 158491 DRAWING NO.: 102/111,455

+5.8 65%

V P I

E L

+5.8 65%

+7.5

200' VC

K = 122

+7.5

V P I

E L

+6.5 71%

200' VC

K = 215

SSD = 1262'

V P I

E L

+6.5 71%

+7.2

200' VC

K = 308

690+00 691+00 692+00 693+00 694+00 695+00 696+00 697+00 698+00 699+00 700+00 701+00 702+00 703+00689+00

200'100'0

Scale in Feet

4,990

5,000

5,010

5,020

5,030

5,040

5,050

5,060

4,980

4,970

4,990

5,000

5,010

5,020

5,030

5,050

4,980

4,970 5,010

5,020

5,030

5,040

5,050

5,060

5,070

5,080

5,090

5,100

5,010

5,020

5,070

5,080

5,090

5084.59

Existing ground

Profile grade

Existing ground

Concrete curb, Rt

R e v e t m a tt r e s s

L t.

D r o p i n le t, R t.

I n s ta ll

X c u lv e r t

P lu g e x is ti n g c u lv e r t

See Special 272A

Sta. 702+15 to 702+55 Lt.

Reinforced soil slope

Curve = SEKI10-10

PI 691+20.62

R = 200.00'

T = 29.73'

L = 59.03'

Curve = SEKI10-11

PI 692+74.56

R = 80.00'

T = 70.48'

L = 115.55'

Curve = SEKI10-12

PI 693+80.90

R = 976.00'

T = 61.26'

L = 122.36'

Curve = SEKI10-13

PI 694+79.55

R = 200.00'

T = 37.54'

L = 74.22'

Curve = SEKI10-14

PI 696+69.60

R = 75.00'

T = 69.02'

L = 111.59'

Curve = SEKI10-15

PI 697+69.71

R = 185.00'

T = 57.54'

L = 111.57'

PI 698+84.45

Curve = SEKI10-16

R = 145.00'

T = 60.70'

L = 114.98' e = 2% e = 2% e = 4% e = 5% e = 3.5%

Curve = SEKI10-18

PI 702+19.96

R = 300.00'

T = 31.77'

L = 63.31'

PI 703+13.56

R = 200.00'

T = 62.06'

Curve = SEKI10-19

L = 120.36' e = 2% e = 4%e = 5% e = 5%

Curve = SEKI10-17

PI 700+85.44

R = 215.00'

L = 97.73'

T = 49.72' e = 4%

Sta. 696+30 to 696+70 Rt.

Slope scaling

M P

C le a n v e t m a tt r e s s

L t.

E n d S e c ti o n

L t.

E x p o s e d a g g r e g a te h e a d w a ll

R t.

I n s ta ll

X c u lv e r t e x is ti n g c u lv e r t

R e m o v e

Sta. 703+65 to 704+00 Lt.

Salvage boulders

Sta. 694+00 to 694+75 Lt.

Salvage boulders

Profile grade

Sta 696+73 to Sta 697+58 Lt.

Guardrail

S k e w

R e v e t m a tt r e s s

L t.

P a v e d a p r o n

R t.

E n d S e c ti o n

L t.

E x p o s e d a g g r e g a te h e a d w a ll

R t.

I n s ta ll

X c u lv e r t

R e m o v e e x is ti n g c u lv e r t

See sheet D1

Sta 696+00 to Sta 696+90 Lt.

Construct pullout A

See sheet D1

Sta. 700+55 to 701+70 Lt.

Construct pullout B

See sheet D1

Sta 702+55 to Sta 703+30 Lt.

Construct pullout C

Big Leaf Maple tree

Do not disturb

Big Leaf Maple tree

Do not disturb

S k e w

R e v e t m a tt r e s s

L t.

E n d S e c ti o n

L t.

E x p o s e d a g g r e g a te h e a d w a ll

R t.

I n s ta ll

X c u lv e r t

R e m o v e e x is ti n g c u lv e r t

R o ll e d E r o s io n C o n tr o l P r o d u c t L t.

M P a t w it h w in g w a ll

R t.

I n s ta ll c o n c r e te h e a d w a ll a n d i n c o r p o r a te le a n

M P

Sta. 689+95 Rt.

See Special 609-A

Place Curb Cut

Sta. 692+56 Rt.

See Special 609-A

Place Curb Cut

Sta. 698+39 Rt.

See Special 609-A

Place Curb Cut

Sta. 701+85 Rt.

See Special 609-A

Place Curb Cut

Transition Rail, Lt

Guardrail and and Guardrail, Lt

Transition Rail

Rail, Lt

Transition

Sta. 689+90 to 690+76 Lt.

Retaining Wall #3 with rail

Reinforced Concrete

Sta. 691+39 to 696+35 Lt.

Retaining Wall #4 with rail

Reinforced Concrete

Sta. 698+33 to 699+42 crenellated wall

Do not disturb existing

Sta. 697+83 to 698+08 Lt.

Cantilevered Viaduct #2 with rail

Transition Rail, Lt

See Specials 617-B and 617-C

Sta. 703+08, Lt.

Install terminal section

5086.96

D I

S P R

5084.59

O V

E R

H A

N G

C H

S R

E Q

E D

M P H

ASP

HALT

RKF

A L L

G R

O C

S T E E L

ASPHALT

S T E E L

D E L

E A T O

A P

M P P

O O

R C

O N

" C

M P P

O O

R C

O N

D E L

E A

T O

S T E E L

" C

M P P

O O

R C

O N

" C

M P

N O S

N A

T T A C H E D

18" CMP 24" SEQUOIA

PCC 703+71.85

PT 704+52.06

PC 704+98.80

705+00

PT 70

6+43.94

PC 707

+08.83

PT 70

8+35.68

P C

P T

P C

+41 .6

PC 711+82.05

P C

P T

P C

P T

P C

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

M L P

P P

N P S

E K I .d g n

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

NPS PMIS NO.: 158491 DRAWING NO.: 102/111,455

V P I

E L

+7.2

+8.0

200' VC

K = 235

V P I

E L

+8.0

+6.5 74%

200' VC

K = 134

SSD = 821'

V P I

E L

+6.5 74%

+7.8

200' VC

K = 160

V P I

E L

+7.8

+5.7 50%

200' VC

K = 96

SSD = 619'

V P I

E L

+5.7 50%

200' VC

K = 79

200'100'0

Scale in Feet

705+00 706+00 707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00 717+00704+00

5,130

5,120

5,140

5,150

5,160

5,170

5,110

5,100

5,090

5,080

5,120

5,110

5,130

5,150

5,140

5,160

5,170

5,150

5,180

5,190

5,200

5,210

5,220

5,130

703+00

5,170

5,180

5,190

5,200

5,210

Profile grade

Existing ground

Concrete curb, Rt Concrete curb, Rt

S k e w

R e v e t m a tt r e s s

L t.

E n d S e c ti o n

L t.

R e m o v e a n d R e s e t

S to n e m a s o n r y h e a d w a ll

R t.

I n s ta ll

X c u lv e r t

R e m o v e e x is ti n g c u lv e r t

See Special 272A

Sta. 705+50 to 706+30 Lt.

Reinforced soil slope e = 3% e = 2% e = 2%

Concrete curb, Lt

PI 704+12.09

R = 400.00'

L = 80.21'

T = 40.24'

Curve = SEKI10-20

R = 600.00'

T = 72.92'

L = 145.13'

PI 705+71.73

Curve = SEKI10-21

Curve = SEKI10-22

PI 708+03.29

R = 66.00'

T = 94.46'

L = 126.84' e = 6%

Curve = SEKI10-23

PI 709+34.30

R = 400.00'

T = 38.32'

L = 76.40'

Curve = SEKI10-24

PI 710+93.02

R = 140.00'

T = 53.33'

L = 101.90'

Curve = SEKI10-25

PI 712+67.43

R = 210.00'

T = 85.38'

L = 162.18'

PI 713+70.01

R = 115.00'

L = 50.73'

Curve = SEKI10-26 Curve = SEKI10-27

PI 716+31.50

R = 175.00'

T = 97.47'

L = 177.86'

Curve = SEKI10-28

PI 718+12.18

R = 205.00'

T = 35.35'

L = 70.01' e = 4% e = 3.5% e = 4%

T = 25.78' e = 4% e = 3%

Concrete curb, Lt

Sta. 705+80 to 706+20 Rt.

Slope scaling

S k e w

R e v e t m a tt r e s s

L t.

E n d S e c ti o n

L t.

D r o p i n le t, R t.

I n s ta ll

X c u lv e r t

Existing ground

S k e w

R e v e t m a tt r e s s

L t.

D r o p i n le t, R t.

I n s ta ll

X c u lv e r t

R e m o v e e x is ti n g c u lv e r t

Concrete curb, Rt

Profile grade

Concrete curb, Lt a t e n d o f p a v e d d it c h

L t.

I n s ta ll R e v e t m a tt r e s s a t e n d o f p a v e d d it c h

L t.

I n s ta ll R e v e t m a tt r e s s a t e n d o f p a v e d d it c h

L t.

I n s ta ll R e v e t m a tt r e s s

See sheet D1

Sta. 707+25 to 708+20 Rt.

Construct pullout D

See sheet D1

Sta.716+10 to 716+90 Rt.

Construct pullout E

S k e w

R e v e t m a tt r e s s

L t.

E n d S e c ti o n

L t.

E x p o s e d a g g r e g a te h e a d w a ll

R t.

I n s ta ll

X c u lv e r t

R e m o v e e x is ti n g c u lv e r t

Sta. 710+90

See Specail 609-A

Place Curb Cut and Terminal, Lt

Transition Rail

Transition Rail, Lt

Terminal and

Transition Rail, Guardrail & Terminal, Lt

Do not disturb existing binwall

Sta. 703+30 to 704+77 Lt.

Retaining Wall #5 with rail

Reinforced Concrete Sta. 712+15 to 714+31 Lt.

Retaining Wall #6 with rail

Reinforced Concrete

Rail, Lt

Transition

ASPHALT

S T

O N

C H

A I N

S R

E Q

U I R

E D

M P

S T

E E

S T

E E

T E E L

T R

A S

H C

A N

M P

A N

G E O

V E

R L

O O

A N

G E I

N F

O R

M A

T I O

C H

A I N

S R

E Q

U I R

E D

C H

A I N

S R

E Q

U I R

E D

P H

PC 717+76.83

PT 718+46.84

PC 719+64.49

P C

P T

P O

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

M L P

P P

N P S

E K I .d g n

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

NPS PMIS NO.: 158491 DRAWING NO.: 102/111,455

+8.2

V P I

E L

+8.2

+6.0 42%

500' VC

K = 225

SSD = 735'

718+00 719+00 721+00720+00 723+00722+00

5,200

5,210

5,220

5,230

5,240

5,190

5,180

5,200

5,210

5,220

5,230

5,240

5,190

5,180

200'100'0

Scale in Feet

Existing ground

717+00 724+00 725+00 726+00

S k e w

R e v e t m a tt r e s s

L t.

E n d S e c ti o n

L t.

D r o p i n le t, R t.

I n s ta ll

X c u lv e r t

R e m o v e e x is ti n g c u lv e r t

R e v e t m a tt r e s s

L t.

E n d S e c ti o n

L t.

D r o p i n le t, R t.

I n s ta ll

X c u lv e r t

R e m o v e e x is ti n g c u lv e r t

See Special 272A

Sta. 724+20 to 724+50 Lt.

Reinforced soil slope

See Special 272A

Sta. 717+00 to 718+60 Lt.

Reinforced soil slope e = 3% e = 6% e = 2%

Curve = SEKI10-28

PI 718+12.18

R = 205.00'

T = 35.35'

L = 70.01'

Curve = SEKI10-29

PI 720+93.88

R = 135.00'

T = 129.39'

L = 206.33'

Curve = SEKI10-30

PI 723+11.44

R = 2,000.00'

T = 140.61'

L = 280.76'

Concrete curb, Lt

Sta. 717+00 to 717+50 Rt.

Slope scaling

Concrete curb, Rt

See sheet D2

Sta. 719+65 to 725+50 Lt.

Construct pullout F

Remove and install bollard

E: 2084404.47 N: 6624314.62 Sta. 726+00

SEKI 10(10)

END PROJECT

Profile grade

Transition Rail, Guardrail & Terminal, Lt

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

M in o r P

P P

L N

E K I .d g

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

NPS PMIS NO.: 158491 DRAWING NO.: 102/111,455

PULLOUT A PULLOUT B PULLOUT C

PULLOUT D PULLOUT E

100'50'0

Scale in Feet

Offset 11.0' Lt

Sta. 696+00

Begin Pullout

Offset 30.0' Lt

Sta. 696+45

Begin Parking

Offset 30.0' Lt

Sta. 696+60

End Parking

Offset 11.0' Lt

Sta. 696+90

End Pullout

Offset 10.0' Lt

Sta. 700+55

Begin Pullout

Offset 25.0' Lt

Sta. 700+90

Begin Parking

Offset 25.0' Lt

Sta. 701+35

End Parking

Offset 10.0' Lt

Sta. 701+70

End Pullout

Offset 10.0' Lt

Sta. 702+55

Begin Pullout

Offset 25.0' Lt

Sta. 702+80

Begin Parking

Offset 25.0' Lt

Sta. 703+00

End Parking

Offset 10.0' Rt

Sta. 707+25

Begin Pullout

Offset 25.0' Rt

Sta. 707+50

Begin Parking

Offset 25.0' Rt

Sta. 707+95

End Parking

Offset 10.0' Rt

Sta. 708+20

End Pullout

Offset 10.0' Rt

Sta. 716+10

Begin Pullout

Offset 25.0' Rt

Sta. 716+35

Begin Parking

Offset 25.0' Rt

Sta. 716+65

End Parking

Offset 10.0 Rt

Sta. 716+90

End Pullout Notes:

See Special 609A for concrete curb details.3.

See cross sections for superelevation information.2.

All distances are based on centerline stationing.1.

Offset 11.0' Lt

Sta. 703+30

End Pullout and boulder with hook

Do not disturb existing wall

PULLOUTS A - E

Sta. 707+80 to 708+20 Rt

Place 14" concrete curb

Sta. 716+10 to 716+90 Rt

Place 14" concrete curb

0 4

D I

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

E E

C P s e k i1

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

NPS PMIS NO.: 158491 DRAWING NO.: 102/111,455

200'100'0

Scale in Feet

NOTE:

675+56.46 TO 705+00

GENERALS HIGHWAY

SEDIMENT CONTROL

EROSION AND

sheet for erosion and sediment control symbols.

2. Refer to the Conventional Plan Symbols and Abbreviations

1. Erosion and sediment control devices not to scale.

BEGIN PROJECT

SEKI 10(10)

675+56.46

NO SCALE 252-A

1:3

TYPICAL SECTION

SHOULDER STABILIZATION

S lo p e Fa ce (1 :1

Mechanically Placed

Special Rock Embankment

Final Grade

Existing Ground

Type I-B (non-woven) Earthwork Geotextile, TYPICAL SECTION

SPECIAL ROCK EMBANKMENT

MECHANICALLY PLACED

P r o p o s e d e d g e o f p a v e m e n t

2' (typ.)

3' max.

1' min.

Construct according to Section 252.

Embankment, Mechanically-Placed.

Payment is included in pay item 25201-1000, Special Rock

Earthwork geotextile will not be measured for payment.

NOTES:

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

G S

A .d

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

SIDE VIEW

TOP VIEW

SIDE VIEW

TOP VIEW

NO SCALE

1.5"

0.5"

WIRE DIAMETER

0.13"

BEFORE CLOSURE AFTER CLOSURE

NOTE:

All dimensions are nominal

INTERLOCKING WIRE FASTENER

Crimped end of joint

SPIRAL BINDER TIE

(Welded wire mesh)

HALF HITCH TYING DETAIL

(Welded wire mesh)

Crimped end of joint

Spiral binder. Crimp ends to lock

Continuous tie wire to next double half hitch

Double half hitch.

Alternate single and double half hitches as shown

Continuous tie wire to next single half hitch

HALF HITCH TYING DETAIL

(Twisted wire mesh)

Single half hitch

Wire diameter 0.15"

1.6"

Tie wire. Tie with half hitch

0.087" dia.

tie wire

0.12" dia. mesh wires

0.15" dia.

selvage wires

4"+/- nominal spacing loops at 3" spacing.

REVET MATTRESS

TFC TBC

80 81

33SHLD_SG

HPF

CP_SGSSF

SIDE VIEW TOP VIEW

AT 48" PIPE OUTLET

REVET MATTRESS

V aries

6.0'

18.0'

Notes:

Varies

.0 ' 1 .0

Existing ground

Geotextile, type IV-E

1.5'

Anchor Stake (typ.)

1.0 to 1.5'

12.0'

6.0'

6" 6"

6"2.5' 2.5'

1.75' 1.75'

Varies

Pipe culvert

Anchor stake (typ.)

6" 2.5' 2.5'

6.0'

12.0'

6" 2.5' 2.5'

See retaining wall plans retaining wall with rail.

Reinforced concrete for pipe outlet through wall detail

See drawing number RG2888-W

Anchor stake (typ.)

Pipe culvert

Footing

Anchor stake (typ.)

galvanized steel angle iron.

Use anchor stakes that are 2" dia. x 4.0' galvanized pipe or 2.5" x 2.5" x 4.0'

Shape revet mattress to the slope of the existing ground as directed by the CO.

mattress with geotextile.

Furnish geotextile conforming to subsection 714.01 (a), type IV-E. Wrap sides of payment.

Excavation for placement of revet mattress and riprap will not be measured for

Geotextile, type IV-E

253-A of pipe culvert

Exposed portion retaining wall

Reinforced concrete

RETAINING WALL

REINFORCED CONCRETE

REVET MATTRESS AT

Revet mattress

Geotextile, type IV-E

Existing ground

Anchor stake (typ.)

24" TO 30" PIPE OUTLET

REVET MATTRESS AT

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

M N C

A s e k i1

R o a d w a y s h e e ts S

E K I

G E S

A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r M e li s s a .J u c h a

PW CA

GENERALS HIGHWAY

FTNP SEKI 10(10)

DRAWING INDEX:

SITE PLAN

DESCRIPTION

SITE PLAN INDEX

SITE PLAN/ DRAWING INDEX

NONE

LOCATION

AK. EIKERMANN

To Giant Forest

Deer Ridge

Wall 6

Wall 5

Viaduct 2

Wall 4

Wall 3

Wall 2

Wall 1

Viaduct 1

Cantilevered Viaduct 1 with steel railing

Reinforced Concrete Retaining Wall 1 with steel railing

Reinforced Concrete Retaining Wall 2 with steel railing

Reinforced Concrete Retaining Wall 3 with steel railing

Reinforced Concrete Retaining Wall 4 with steel railing

Reinforced Concrete Retaining Wall 5 with steel railing

Cantilevered Viaduct 2 with steel railing

Reinforced Concrete Retaining Wall 6 with steel railing

CONCRETE RETAINING WALL PANEL & STEP DETAILS

CONCRETE RETAINING WALL, TYPICAL SECTIONS

LAYOUT & SHORING DETAILS

WALL 2 - WALL STA. 683+62 - 685+52

GENERAL NOTES/ ESTIMATE

SITE PLAN/ DRAWING INDEX

Drawing Title

Sta. 683+62 to Sta. 685+52

REBAR LIST

STONE MASONRY GUARDWALL REPAIR

TRANSITION RAILING

STEEL RAILING DETAILS

STEEL RAILING AT RETAINING WALL

STEEL RAILING AT VIADUCT

VIADUCT 2 SLAB PLAN

VIADUCT 1 SLAB PLAN

VIADUCT 2 TYPICAL SECTION

VIADUCT 1 TYPICAL SECTION

VIADUCT 2 STAGE CONSTRUCTION

VIADUCT 1 STAGE CONSTRUCTION (2 sheets)

GRADE BEAM DETAILS

MICROPILE DETAILS

ESTIMATED QUANTITIES

CONCRETE RETAINING WALL MISCELLANEOUS DETAILS

SIMULATED STONE MASONRY SURFACE DETAILS

CONCRETE WALL DRAINAGE & JOINT DETAILS

QQ thru RR

OO thru PP

HH thru II

CC thru DD

R thru S

P thru Q

K thru N

H thru I

E thru G

C thru D

Drawing No.

S. BELCHER

DATE

C A \s e k i1 (1

B r id g e \R

G \C

F il e s \D

G N

F il e s \2 s it e p la n .d

REGION STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

TULARE COUNTY, CALIFORNIA

DRAWING NO.

RG2888-

DATEBRIDGE DRAWINGPROJECT TEAM LEADER

KARL EIKERMANN

SCALECHECKED BY

B. ROBINSON

DRAWN BYDESIGNED BYREVISIONSBYNO.REVISIONSBYDATENO.

GENERALS HIGHWAY WALLS

SEQUOIA & KINGS CANYON NATIONAL PARK

GENERALS HIGHWAYPW

S44

NPS PMIS NO.: 158491 & 148993 DRAWING NO. 102-111,455

of 44 DECEMBER 2012

GENERAL NOTES:

SPECIFICATIONS:

DEAD LOAD:

CONCRETE: 150 lbs. per cubic foot.

LATERAL EARTH PRESSURE:

CONCRETE:

REINFORCING STEEL:

DRAINAGE:

GEOTECHNICAL INFORMATION:

LIVE LOAD SURCHARGE: 60 lbs. per square foot.

CONSTRUCTION: Federal Highway Administration Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03.

Perforated pipe and non-perforated pipe shall conform to AASHTO M252.

o b t = 0.80 (Strength limit state).fResistance factor

= 0.45 (Strength limit state).fResistance factor s

SEISMIC:

PGA s a v

DESIGN: AASHTO LRFD Bridge Design Specifications for Highway Bridges, 5th Edition 2010.

STEEL: 490 lbs. per cubic foot.

FUTURE PAVING ALLOWANCE: 25 lbs. per square foot.

ASPHALT WEARING SURFACE: 140 lbs. per cubic foot.

LIVE LOAD:

HL-93, Maximum dynamic load allowance (Impact), IM =33%.

ESTIMATE NOTES:

Item No. Item Quantity Unit

ESTIMATE:

NONE 2

GENERAL NOTES

SOIL: 125 lbs. per cubic foot.

the long period spectrum acceleration, S = 0.273 g. Site Class = C. Seismic Zone = 2.

acceleration, S = 0.513 g. Long period acceleration at 1.0 seconds (S = 0.167 g) modified by the Site Coefficient (F = 1.63) to give

Short period acceleration at 0.2 seconds (S = 0.428 g) modified by the Site Coefficient (F = 1.20) to give the short period spectrum

Peak Ground Acceleration (PGA = 0.179 g), modified by the Site Coefficient (F = 1.20) to give a spectrum acceleration, A = 0.215 g.

See geotechnical report for the nominal bearing resistance, q .

of footing base width for footings on rock.

The resultant of all loads is within the middle one-half of footing base width for footings on soil and three-fourths

For sliding the nominal coefficient of friction between concrete and soil = 0.65.

REINFORCED CONCRETE RETAINING WALLS:

S. BELCHER K. EIKERMANN

K. EIKERMANN S. BELCHER

f 3 2= d fDESIGN: K = 0.26, , K = 0.46

(1)(5)

(8)

(6)

(1)

(1)(3)

(1)(7)

(1)

(1)(4)

(2)

(8)

(7)

(6)

(5)

(4)

(3)

(2)

(1) and grade beam reinforcing steel shall be epoxy coated, as noted on the bar list.

be 2 inches, unless noted otherwise on the plans. Minimum splice lengths for all bar sizes shall be as shown on the plans. Viaduct slab

All reinforcing steel shall conform to AASHTO M31 or M322, Grade 60 deformed. The minimum concrete covering to the face of any bar shall

Branch, Lakewood, Colorado.

California, dated August 2012, prepared by FHWA, Central Federal Lands Highway Division, Geotechnical Services

See Geotechnical Report - No. CA-PX-SEKI-12-01, Sequoia and Kings Canyon National Park, Tulare County requirements of AASHTO M213. Stain exposed retaining wall stem walls as specified in Section 613 of Special Contract Requirements.

Flexible cellular joint filler shall meet the requirements of AASHTO M153, Type 1, closed cell rubber. Expansion joint filler shall meet the inch, unless noted otherwise on the plans. All concrete shall be made with Type II cement. All cement shall be low alkali cement. 4 3concrete

All concrete shall be structural concrete Class A(AE) with a minimum 28-day compressive strength f'c=4000 psi. Chamfer exposed edges of all

62003-0000

61707-0000

61302-0000

60101-0000

56906-0000

56905-0000

56901-0000

56202-0000

55901-0000

55601-0900

55401-2000

55401-1000

55201-0200

25801-0600

25801-0500

25801-0400

25801-0300

25801-0200

25801-0100

20304-1000

15214-2000

15214-1000

Stone Masonry (Crenellated wall repair)

Structure Transition Railing

Simulated Stone Masonry Test Wall

Concrete (Foundation Modification)

Micropile Proof Load Test

Micropile Load Verification Test

Micropiles

Temporary Support Structure

Membrane Waterproofing

Bridge Railing, Steel

Reinforcing Steel, Epoxy Coated

Reinforcing Steel

Structural Concrete, Class A(AE)

Reinforced Concrete Retaining Wall, 14 feet

Reinforced Concrete Retaining Wall, 12 feet

Reinforced Concrete Retaining Wall, 10 feet

Reinforced Concrete Retaining Wall, 8 feet

Reinforced Concrete Retaining Wall, 6 feet

Reinforced Concrete Retaining Wall, 4 feet

Removal of Structures and Obstructions

Survey and Staking, Retaining Wall

Survey and Staking, Bridge

All Req'd.

All req'd.

32900

All Req'd.

Lump Sum

Linear Foot

Each

Cubic Yards

Each

Linear Foot

Lump Sum

Square Yard

Linear Foot

Pound

Cubic Yard

Square Feet

Lump Sum

Includes cost of concrete, reinforcing steel, excavation, anchor material, and grout injection.

Includes cost of furnishing and installing epoxy coated mechanical couplers. Weight is not included in quantity.

anchor support system. See Special Contract Requirements.

Includes cost of design and construction of all components of temporary ground installation hardware, and anchors.

Includes cost of furnishing and installing posts, blocks, w-beam rail elements, Includes cost of all joint fillers, and structure excavation (walls).

hardware necessary to construct railing.

Includes cost of furnishing and installing structural steel plates, posts and tubes, w-beam railing elements, anchor assemblies and all joint material, geocomposite sheet drain, perforated pipe and outlet pipe, and shoring and bracing.

structural concrete, reinforcing steel, simulated stone masonry surface, staining, wall backfill, Includes cost of structure excavation (walls), structural backfill, backfill material, foundation fill, Contract Quantity.

DATE

Y T

D G

N S

P E

REGION STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

TULARE COUNTY, CALIFORNIA

DRAWING NO.

RG2888-

DATEBRIDGE DRAWINGPROJECT TEAM LEADER

KARL EIKERMANN

SCALECHECKED BY

B. ROBINSON

DRAWN BYDESIGNED BYREVISIONSBYNO.REVISIONSBYDATENO.

GENERALS HIGHWAY WALLS

SEQUOIA & KINGS CANYON NATIONAL PARK

GENERALS HIGHWAYPW

S44

L ground @ gutterline

Approximate original

Gutterline (typ.)

PLAN

ELEVATION

Begin Viaduct

VIADUCT 1

S ta

M a tc h L in e A

Bottom of grade beam Micropiles (typ.)

Edge of slab

Approximate location of micropiles

C Rdwy. & C Construction jointL

Approximate edge of existing pavement

Approximate edge of existing pavement masonry wall (top to be removed & salvaged)

Approximate limits of existing crenellated stone

29'-11" End panel3 - 33'-4" interior panels = 100'-0"

Offset = 12.00'

El. 4901.72

C Sta. 676+46.23

Offset = 12.00'

El. 4903.86

C Sta. 676+79.92

Note: Finished roadway elevations shown are at gutterline of viaduct.

measured along gutterline

Rail panel layout for rail panel

Reference line for rail panel

Reference line

Offset = 12.00'

El. 4899.81

C Sta. 676+16.00

Top of viaduct @ gutterline ty p

C of grade beam.See RG2888-BB for grade beam details.

of existing walls.

Approximate location

RG2888-NN for details.

Transition railing. See

1'-6"

C grade beam

Measured along

Micropile spa.

"= 157'-6"2 120 spa. @ 7'-10 bin wall (to remain in place)

Approximate limits of existing for details.

RG2888-BB

End beam. See

GENERALS HIGHWAY WALLS

SEQUOIA & KINGS CANYON NATIONAL PARK

TULARE COUNTY, CALIFORNIA

RG2888- KARL EIKERMANN B. ROBINSON

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

GENERALS HIGHWAY

CAPW

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

C A \s e k i1 (1

B r id g e \R

G \C

A e s \G e o p a k

R o a d w a y \V ia d u c t 1\ v id u c t 1.

d g n

B. ROBINSON K. EIKERMANN "= 1'-0"32

S44

End Viaduct

S ta

M a tc h L in e A

L L

Approximate location of micropiles

Approximate edge of existing pavement

Edge of slab

PLAN

ground @ gutterline

Approximate original

Bottom of grade beam

Micropiles (typ.)

ELEVATION

VIADUCT 1

24" pipe invert El. = 4903.08

4 D

Gutterline (typ.)

masonry wall (top to be removed & salvaged)

Approximate limits of existing crenellated stone

3 - 33'-4" interior panels = 100'-0" 29'-11" End panel

P C

Offset = 12.00'

El. 4906.08

C Sta. 677+13.61

Offset = 12.00'

El. 4908.50

C Sta. 677+47.30

Note: Finished roadway elevations shown are at gutterline of viaduct.

Offset = 12.00'

El. 4910.56

C Sta. 677+77.70 for rail panel

Reference line for rail panel

Reference line measured along gutt erline

Rail panel layout

Top of viaduct @ gutterline

LC of grade beam.See RG2888-BB for grade beam details.

of existing walls.

Approximate location

RG2888-NN for details.

Transition railing. See ty p

1'-6"

C grade beam Measured along Micropile spa.

C Rdwy. & C Construction joint

"= 157'-6"2 120 spa. @ 7'-10 for details.

RG2888-BB

End beam. See

GENERALS HIGHWAY WALLS

SEQUOIA & KINGS CANYON NATIONAL PARK

TULARE COUNTY, CALIFORNIA

RG2888- KARL EIKERMANN B. ROBINSON

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

GENERALS HIGHWAY

C A \s e k i1 (1

B r id g e \R

G \C

A e s \G e o p a k

R o a d w a y \V ia d u c t 1\ v id u c t .d g n

B. ROBINSON K. EIKERMANN "= 1'-0"32

S44

C Rdwy.L

Gutterline

NOTES:

to match typical sections. See RG2888-U.

actual wall height changes, adjust wall section accordingly to meet the footing setback and depth requirement. If the

Adjust footing elevations and step locations as necessary

10 - Indicates estimated design height for retaining wall.

Finished roadway elevations shown are at gutterline of wall.

wall. Extend to daylight.

'T'- intersection thru retaining

@ outside edge of footing

Approximate original ground perforated pipe

Offset = 12.00'

El. 4919.26

C Sta. 679+10.00

Begin Retaining Wall

ELEVATION

PLAN

M a tc h L in e A

S ta

Traffic face

12'-0"

10'-0"

12'-0"

20'-0"

10'-0"

14'-0"

10'- 0"

Joint layout

Wall layout gutterline

Measured along

Other face

11'-0"

10'-0"

12'- 0"

WALL 1

geocomposite sheet drain

9 - 33'-4" interior panels = 300'-0" (tot. between end panels)

El. 4911.48

El. 4913.98

El. 4915.48

El. 4916.48

El. 4917.98

El. 4915.48

El. 4917.48

El. 4914.48

El. 4916.98

El. 4919.48

22'-7" End Panel

See RG2888-W for joint and drainage details.

See RG2888-V for panel and step details.

5 E contraction joint

Reference line for

Offset = 11.00'

El. 4920.64

C Sta. 679+32.50

Top of wall @ gutterline

24" pipe invert El. = 4915.65 contraction joint

Reference line for

Offset = 11.00'

El. 4922.46

C Sta. 679+66.46

Offset = 11.00'

El. 4924.43

C Sta. 680+01.51 contraction joint

Reference line for

Offset = 11.00'

El. 4926.41

C Sta. 680+36.56 expansion joint

Reference line for

24" pipe invert El. = 4921.93

RG2888-OO for details.

Crenellated wall. See wall (to remain in place).

Approximate limits of existing crenellated

P T

P C

GENERALS HIGHWAY WALLS

SEQUOIA & KINGS CANYON NATIONAL PARK

TULARE COUNTY, CALIFORNIA

RG2888- KARL EIKERMANN B. ROBINSONB. ROBINSON "= 1'-0"32

3 K. EIKERMANN

NPS PMIS NO.: 158491 & 148993 DRAWING NO. 102-111,455

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

GENERALS HIGHWAY

CAPW S44

of 44

C A \s e k i1 (1

B r id g e \R

G \C

A e s \G e o p a k

R o a d w a y \W a ll \w a ll .d g

DECEMBER 2012

C Rdwy.L

Gutterline

S ta

M a tc h L in e A

M a tc h L in e B

Traffic face Other face

S ta

@ outside edge of footing

Approximate original ground wall. Extend to daylight.

'T'- intersection thru retaining

10'-0"

27'-0" 10'-0"

15'-0"

10'-0" 10'-0"

14'-0"

15'-0"

PLAN

ELEVATION

geocomposite sheet drain

9 - 33'-4" i nterior pan els = 300'- 0" (tot. bet ween end pa nels)

Joint layout

Wall layout gutterline

Measured along

9'-0"

10'-0"

WALL 1

El. 4914.48

El. 4913.48

El. 4917.48

El. 4914.98

El. 4922.98

El. 4919.98

El. 4925.48

El. 4929.48

El. 4927.98El. 4927.98

6 F

NOTES:

to match typical sections. See RG2888-U.

actual wall height changes, adjust wall section accordingly to meet the footing setback and depth requirement. If the

Adjust footing elevations and step locations as necessary

10 - Indicates estimated design height for retaining wall.

Finished roadway elevations shown are at gutterline of wall.

See RG2888-W for joint and drainage details.

See RG2888-V for panel and step details.

contraction joint

Reference line for

Offset = 11.00'

El. 4928.48

C Sta. 680+71.60

Offset = 11.00'

El. 4930.76

C Sta. 681+06.65 expansion joint

Reference line for contraction joint

Reference line for

Offset = 11.00'

El. 4932.80

C Sta. 681+39.99

Top of wall @ gutterline

P T

GENERALS HIGHWAY WALLS

SEQUOIA & KINGS CANYON NATIONAL PARK

TULARE COUNTY, CALIFORNIA

RG2888- KARL EIKERMANN B. ROBINSONB. ROBINSON "= 1'-0"32

3 K. EIKERMANN

NPS PMIS NO.: 158491 & 148993 DRAWING NO. 102-111,455

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

GENERALS HIGHWAY

C A \s e k i1 (1

B r id g e \R

G \C

A e s \G e o p a k

R o a d w a y \W a ll \w a ll .d g

S ta

M a tc h L in e B

15'-0"

10'-0"

8'-0"

14'-0"

6'-0"

10'-0"

Gutterline

C Rdwy.L

Traffic face Other face

@ outside edge of footing

Approximate original ground wall. Extend to daylight.

'T'- intersection thru retaining

Offset = 11.00'

El. 4940.62

C Sta. 682+58.91

End Retaining Wall

PLAN

ELEVATION

NOTES:

to match typical sections. See RG2888-U.

actual wall height changes, adjust wall section accordingly to meet the footing setback and depth requirement. If the

Adjust footing elevations and step locations as necessary

10 - Indicates estimated design height for retaining wall.

Finished roadway elevations shown are at gutterline of wall.

17'-0"

Joint layou t

Wall lay out gutte rline

Measur ed alo ng

11'-2"

15'-0"

9 - 33'- 4" inter ior pan els = 3

00'-0" (tot. be tween en d pane ls)

21'-7" (End Panel) geocomposite sheet drain

WALL 1

El. 4935.48

El. 4933.48

El. 4931.98

El. 4929.98

El. 4927.98

El. 4926.48

El. 4927.98

See RG2888-W for joint and drainage details.

See RG2888-V for panel and step details.

perforated pipe

7 G

Top of wall @ gutterline contraction joint

Reference line for

Offset = 11.00'

El. 4934.96

C Sta. 681+73.33

Offset = 11.00'

El. 4937.22

C Sta. 682+06.66 expansion joint

Reference line for contraction joint

Reference line for

Offset = 11.00'

El. 4939.36

C Sta. 682+38.45L

RG2888-NN for details.

Transition railing. See

P C

GENERALS HIGHWAY WALLS

SEQUOIA & KINGS CANYON NATIONAL PARK

TULARE COUNTY, CALIFORNIA

RG2888- KARL EIKERMANN B. ROBINSONB. ROBINSON "= 1'-0"32

3 K. EIKERMANN

NPS PMIS NO.: 158491 & 148993 DRAWING NO. 102-111,455

NO. SHEETS

REGION STATE PROJECT

SHEET TOTAL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

BRIDGE DRAWING DATE DRAWING NO.

CENTRAL FEDERAL LANDS HIGHWAY…

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