13-B-00015_Amendment_A002_Plans_Sheet_SCR_Revisions.pdf

Standard Form 30

Continuation Sheet

Change the Special Contract Requirement 633.05 Panels from:

633.05 Panels. Add the following at the end of the Subsection:

For all permanent sign panels uniformly apply an anti-graffiti film on the front face of the sign panel. Apply the film using methods recommended by the manufacturer. Use a clear and colorless protective film that is manufactured expressly for use as an anti-graffiti film. Apply the film during manufacture of the sign panel. Field installation of anti-graffiti film is not permitted.

For all permanent sign panels, uniformly apply a protective overlay film to the front and back of the perimeter of the sign panel. Apply film using methods recommended by the manufacturer and provide a minimum of a 2-inch border of protective film along the front and back face and edge of the sign panel. Provide clear and colorless protective film. Film must be manufactured expressly for use as a protective overlay film for outdoor signs.

Film must be applied during manufacture of signs; field installation is not permitted.

Paint the backs of all signs and all metal posts such that no exposed metal surface is not painted. Paint these exposed metal surfaces “Yosemite Brown”.

to

For all permanent sign panels uniformly apply an anti-graffiti film on the front face of the sign panel. Apply the film using methods recommended by the manufacturer. Use a clear and colorless protective film that is manufactured expressly for use as an anti-graffiti film. Apply the film during manufacture of the sign panel. Field installation of anti-graffiti film is not permitted.

Paint the backs of all signs and all metal posts such that no exposed metal surface is not painted. Paint these exposed metal surfaces “Yosemite Brown”.

A5 -A10 B7 - B10 B11 - B17 C1 - C27 S2

ITEM NO. ITEM DESCRIPTION UNIT

Typical

Sections

Drainage

Summary

Tabulation of

Quantities

Plan Sheets Detail

Sheets

62030-0000 REPOINT STONE MASONRY LNFT 24 24 30

62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 140 140

62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 100 100

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 60 60

62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY W/ THUMB ATTACHMENT HOUR 60 60

62202-1000 MATERIALS TRANSFER VEHICLE LPSM ALL ALL

62301-0000 GENERAL LABOR HOUR 230 230

62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 240 240 240

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40 40

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 80 80

63301-0000 SIGN SYSTEM EACH 25 25 30

63304-0200 SIGNS, STEEL PANELS, TYPE 7 SHEETING SQFT 12.5 12.5 15.0

63306-1800 POSTS, WOOD, 4-INCH X 6-INCH EACH 11 11 12 For Remove and Reset Sign locations only

63308-0000 OBJECT MARKER EACH 200 200 For Use at Drainage Structures

63309-0000 DELINEATOR EACH 76 80 Install at begin and end of Roadway Curb

63309-1000 DELINEATOR, TYPE SNOWPOLE EACH 567 590

63313-0000 RUMBLE STRIP (CENTERLINE) LNFT 63,024 63,024 64,250

63316-1000 REMOVE AND RESET SIGN EACH 9 9 10

63316-1000 REMOVE AND RESET SIGN (REMOVE SUPP. PLAQUE ONLY) EACH 3 3 5

63319-0000 POST SLEEVE EACH 30 30 30

63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID LNFT 616,586 616,586 628,900

63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN LNFT 25,088 25,088 25,600

63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE D, PED XING) EACH 8 8 10

63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL EACH 2 2 3

63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR LPSM ALL ALL

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 400 400

63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 1,900 1,900

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 10 10

63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 10 10

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 3 3

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 269,976 270,000

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (BLACK) LNFT 7,116 7,116 7,330

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 1,060 1,060

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 8,840 8,840

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 4,420 4,420

63602-5000 SYSTEM INSTALLATION, CHANGEABLE MESSAGE SIGN (SOLAR RADAR SPEED SIGN) EACH 2 2 2 Final Locations To Be Determined

63602-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM (WIRELESS) EACH 2 2 2 Final Locations To Be Determined

64502-0000 LOCATE UTILITIES EACH 24 24 24 Tuolumne Grove PA and Pipe Installation locations

64602-1000 BUILDING, RESTROOM FACILITY (INSTALL ONLY) LPSM ALL ALL ALL

REMARKS AND/OR DETERMINATION OF ESTIMATED

QUANTITY

S H E E T D E S C R I P T I O N =====>

Plan Bid

The following quantities are approximate unless noted as a final pay item. Payment will be made for the actual quantities of work performed and accepted or for materials furnished in accordance with the contract. SUMMARY OF QUANTITIES SCHEDULE A srivera Rectangle

A5 -A10 B7 - B10 B11 - B17 C1 - C27 S2

ITEM NO. ITEM DESCRIPTION UNIT

Typical

Sections

Drainage

Summary

Tabulation of

Quantities

Plan Sheets Detail

Sheets

62002-0000 STONE MASONRY SQYD 8 8 10

62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT EACH 3 3 4

62030-0000 REPOINT STONE MASONRY LNFT 64 64 70

62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 140 140

62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 100 100

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 60 60

62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY W/ THUMB ATTACHMENT HOUR 60 60

62202-1000 MATERIALS TRANSFER VEHICLE LPSM ALL ALL

62301-0000 GENERAL LABOR HOUR 230 230

62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 462 462 462

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40 40

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 80 80

63301-0000 SIGN SYSTEM EACH 25 25 30

63304-0200 SIGNS, STEEL PANELS, TYPE 7 SHEETING SQFT 12.5 12.5 15.0

63306-1800 POSTS, WOOD, 4-INCH X 6-INCH EACH 11 11 12 For Remove and Reset Sign locations only

63308-0000 OBJECT MARKER EACH 200 200 For Use at Drainage Structures

63309-0000 DELINEATOR EACH 88 96 Install at begin and end of Roadway Curb

63309-1000 DELINEATOR, TYPE SNOWPOLE EACH 567 590

63313-0000 RUMBLE STRIP (CENTERLINE) LNFT 74,510 74,510 74,600

63316-1000 REMOVE AND RESET SIGN EACH 9 9 10

63316-1000 REMOVE AND RESET SIGN (REMOVE SUPP. PLAQUE ONLY) EACH 3 3 5

63319-0000 POST SLEEVE EACH 30 30 30

63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID LNFT 671,458 671,458 684,900

63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN LNFT 27,460 27,460 28,000

63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE D, PED XING) EACH 8 8 10

63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL EACH 2 2 3

63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR LPSM ALL ALL

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 400 400

63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 1,900 1,900

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 10 10

63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 10 10

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 3 3

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 316,720 317,000

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (BLACK) LNFT 8,206 8,206 8,450

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 1,060 1,060

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 8,840 8,840

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 4,420 4,420

63602-5000 SYSTEM INSTALLATION, CHANGEABLE MESSAGE SIGN (SOLAR RADAR SPEED SIGN) EACH 2 2 2 Final Locations To Be Determined

63602-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM (WIRELESS) EACH 2 2 2 Final Locations To Be Determined

64502-0000 LOCATE UTILITIES EACH 24 24 24 Tuolumne Grove PA and Pipe Installation locations

64602-1000 BUILDING, RESTROOM FACILITY (INSTALL ONLY) LPSM ALL ALL ALL

REMARKS AND/OR DETERMINATION OF ESTIMATED

QUANTITY

S H E E T D E S C R I P T I O N =====>

Plan Bid

The following quantities are approximate unless noted as a final pay item. Payment will be made for the actual quantities of work performed and accepted or for materials furnished in accordance with the contract. SUMMARY OF QUANTITIES SCHEDULE B

63401-0700 63401-0800 63405-0050

PAVEMENT

MARKINGS,

TYPE D, SOLID

PAVEMENT

MARKINGS,

TYPE D, BROKEN

PAVEMENT

MARKINGS,

SYMBOLS (TYPE

D, PED XING)

LNFT LNFT EACH

A & B 10+00 - 801+80 158359 Fog Line (White), Both Sides

A & B 10+00 - 234+25 56063 Double Yellow, Black C enter

A & B 50+08 - 50+44 2 "Ped Xing" Word Message

A & B 51+15 - 51+25 400 C ross Walk

A & B 52+17 - 52+53 2 "Ped Xing" Word Message

A & B 234+25 - 236+00 175 175 Dual Passing

A & B 236+00 - 242+00 600

A & B 242+00 - 244+00 200 200

A & B 244+00 - 323+00 19750 Double Yellow, Black C enter

A & B 323+00 - 331+50 850 850 EB Passing

A & B 331+50 - 340+00 850 850 WB Passing

A & B 340+00 - 351+00 2750 Double Yellow, Black C enter

A & B 351+00 - 355+00 400 400 WB Passing

A & B 355+00 - 395+00 10000 Double Yellow, Black C enter

A & B 395+00 - 403+00 800 800 EB Passing

A & B 403+00 - 407+50 450 Dual Passing

A & B 407+50 - 415+00 750 750 WB Passing

A & B 415+00 - 560+00 36250 Double Yellow, Black C enter

A & B 560+00 - 565+00 500 500 EB Passing

A & B 565+00 - 567+50 250 Dual Passing

A & B 567+50 - 574+75 725 725 WB Passing

A & B 574+75 - 588+50 3438 Double Yellow, Black C enter

A & B 588+50 - 599+00 1050 1050 EB Passing

A & B 599+00 - 601+50 250 Dual Passing

A & B 601+50 - 610+00 850 850 WB Passing

A & B 610+00 - 637+50 6875 Double Yellow, Black C enter

A & B 637+50 - 646+00 850 850 EB Passing

A & B 646+00 - 647+00 100 100 Dual Passing

A & B 647+00 - 658+00 1100 1100 WB Passing

A & B 658+00 - 667+00 2250 Double Yellow, Black C enter

A & B 667+00 - 675+00 800 800 EB Passing

A & B 675+00 - 684+94 994 994 WB Passing

307,128 12,544 4

614,257 25,088 8 Adjusted to Account for 2 C oats

B 684+94 - 686+00 106 106 WB Passing

B 686+00 - 692+50 1625 Double Yellow, Black C enter

B 692+50 - 700+00 750 750 EB Passing

B 700+00 - 703+00 300 300 WB Passing

B 703+00 - 801+50 24625 Double Yellow, Black C enter

B 801+50 - 801+80 30 30 EB Passing

334,564 13,730 4

669,129 27,460 8 Adjusted to Account for 2 C oats

Schedule

STRIPING SUMMARY

Sub Total

Schedule B Total

Sub Total

Schedule A Total

Comments

Pay Item

Station Stationto 15215-3000 Survey and Staking, Drainage Structure EACH 3

15215-7000 Survey and Staking, Parking Area EACH 1

20205-0000 Selective Clearing and Grubbing ACRE 0.3

20220-1000 Removal, Individual Trees EACH 12

20301-1100 Removal of Gates EACH 1

20301-2100 Removal of Restroom Facility (Including Vaults) EACH 1

20401-0000 Roadway Excavation(1) CUYD 2,860

21101-1000 Roadway Obliteration, Method 1 SQ YD 377

21501-2000 Placed Riprap, Class 2 CUYD 25.0

25125-0000 Boulder EACH 28

25126-0000 Remove and Reset Boulder EACH 36

25201-1000 Special Rock Embankment, Mechanicaly Placed CUYD 90

25201-2000 Special Rock Embankment, Hand-Placed CUYD 15

30802-2000 Roadway Aggregate, Method 2 (Base Material) TON 1,955

40101-0600 Superpave Pavement, 1/2-Inch Nominal Maximum Size Aggregate, 0.3 < 3 Million ESAL TON 1,010

40105-3000 Anti-Strip Additive, Type 3(2) TON 10.1

50101-0300 Reinforced Rigid Pavement, 6-Inch Depth, Type C Smoothness SQ YD 188

50101-0300 Reinforced Rigid Pavement, 6-Inch Depth, Type C Smoothness (Exposed Aggregate Finish) SQ YD 246

60201-0600 18-Inch Pipe Culvert (Corrugated Metal Pipe, Polymeric Coated) LN FT 82

60201-0800 24-Inch Pipe Culvert (Corrugated Metal Pipe, Polymeric Coated) LN FT 58

60403-0000 Inlet EACH 3

60901-6100 Curb, Stone, Type 2, 18-Inch Depth LN FT 1,093

61501-0500 Sidewalk, Exposed Aggregate Concrete SQ YD 204

61501-0700 Sidewalk, Decomposed Granite SQ YD 74

61503-5000 Median, Stone (Granite) SQYD 136

61504-2000 Accessibility Ramp, Exposed Aggregate Concrete SQ YD 17.9

61902-0900 Gate, Metal EACH 1

61904-0000 Bollard Post EACH 6

60211-0500 Stone Masonry Headwall for 24-Inch Pipe Culvert EACH 3

63301-0000 Sign System EACH 2

63306-1800 Posts, Wood, 4-Inch x 6-Inch EACH 6

63316-1000 Remove and Reset Sign EACH 5

63319-0000 Post Sleeve EACH 30

63401-0700 Pavement Markings, Type D, Solid (White) LN FT 1,895

63401-0700 Pavement Markings, Type D, Solid (Yellow) LN FT 434

63405-1650 Pavement Markings, Type D, Accesibilty Symbol EACH 2

63503-1000 Temporary Traffic Control, Plastic Fence (Black) LNFT 292

64602-1000 Building, Restroom Facility (Install Only) LPSM All

(1) Roadway Excavation only at Tuolumne Grove. Roadway Excavation includes removal of existing pavement

(2) Anti-Strip application rate at 1% of total mix by weight

TUOLUMNE GROVE PARKING AREA SUMMARY

ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY

20301-2400 63301-0000 63304-0200 63306-1800 63316-1000 63316-1000

REMOVAL OF

SIGNS

SIGN

SYSTEM(1)(2)

SIGNS, STEEL

PANELS, TYPE 7

SHEETING

POSTS,

WOOD, 4-

INCH X 6-

INCH

REMOVE AND

RESET SIGN

REMOVE AND

RESET SIGN

(REMOVE SUPP.

PLAQUE ONLY)

EACH EACH SQFT EACH EACH EACH

W1-1 TURN 37+10 Rt. EB 1

EXISTING SIGN 39+75 Lt. WB 1 1

EXISTING SIGN 40+48 Lt. WB 1 1

EXISTING SIGN 43+00 Lt. WB 1 1

W1-1 TURN 46+50 Lt. WB 1

W11-2 PEDESTRIAN CROSSING 47+49 Rt. EB 6.25 Remove Existing Sign Panels, No Pay

W1-2 CURVE 48+49 Lt. WB 1

W11-2 PEDESTRIAN CROSSING 51+13 Rt. EB

W16-7P ARROW PLAQUE

W11-2 PEDESTRIAN CROSSING 51+27 Lt. WB

W16-7P ARROW PLAQUE

W11-2 PEDESTRIAN CROSSING 52+85 Lt. WB 6.25 Remove Existing Sign Panels, No Pay

W2-2 INTERSECTION WARNING 73+00 Rt. EB 1

W1-2 CURVE 75+00 Rt. EB 1

W2-2 INTERSECTION WARNING 80+47 Lt. WB 1

W13-1P "25 MPH" 82+10 Lt. WB 1

W1-2 CURVE 97+00 Rt. EB 1

W13-1P "25 MPH" 106+37 Lt. WB 1

W1-2 CURVE 130+00 Rt. EB 1

W13-1P "25 MPH" 140+00 Lt. WB 1

EXISTING SIGN 188+70 Lt. WB 2 1

W1-2 CURVE 271+60 Rt. EB 1

W1-2 CURVE 281+75 Lt. WB 1

R8-3 "NO PARKING" 305+10 Lt. WB 1

R8-3 "NO PARKING" 306+75 Lt. WB 1

W11-2 PEDESTRIAN CROSSING 402+25 Rt. EB 1

W11-2 PEDESTRIAN CROSSING 407+40 Lt. WB 1

R8-3 "NO PARKING" 456+60 Lt. WB 1

R8-3 "NO PARKING" 457+55 Lt. WB 1

W1-5 WINDING ROAD 482+00 Rt. EB

W13-1P "35 MPH"

W1-5 WINDING ROAD 494+00 Lt. WB

W13-1P "35 MPH"

W1-2a CURVE (35) 504+50 Rt. EB 1

W1-2a CURVE (35) 518+00 Lt. WB 1

W1-2 CURVE 571+75 Rt. EB 1

W1-2 CURVE 583+00 Lt. WB 1

1 23 12.5 5 4 3

1 23 12.5 5 4 3

(1) Sign System Includes the Supports

(2) Furnish 4-Inch X 6-Inch Wood Post

TRAVEL

DIRECTION

SIGN SUMMARY

Schedule B Total

SIGN CODE LEGEND

BACKGROUND

COLOR

STATION LT/RT

Schedule A Total

REMARKS