HomeMy Public PortalAbout03-1C0804_Truckee%20Special%20Provisions%20%28Conformed%29 T-0ml Oji
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TOWN OF TRUCKEE
ENGINEERING DIVISION
CONTRACT DOCUMENTS
INCLUDING:
NOTICE TO BIDDERS
and
SPECIAL PROVISIONS
(CONTRACT PLANS, BID BOOK AND
INFORMATION HANDOUT BOUND SEPARATELY)
For The Construction of the:
SR 89 Mousehole Multi-Use Path and UPRR
Undercrossing
Town of Truckee, County of Nevada, California
CIP 60-03-38
Caltrans EA 03-1C0804 and E-FIS: 03-00000231 -4
For Use With:
State Of California Department Of Transportation
Standard Plans Dated May 2010
Standard Specifications Dated May 2010
CONFORMED - FOR CONSTRUCTION
September 2014
SR 89 MOUSEHOLE MULTI-USE PATH AND UPRR UNDERCROSSING
Town of Truckee CIP 60-03-38
Caltrans EA 03-1 C0804 and E-FIS: 03-00000231-4
SPECIAL PROVISIONS
THE SPECIAL PROVISIONS CONTAINED HEREIN HAVE BEEN PREPARED BY OR UNDER THE
DIRECTION OF THE FOLLOWING REGISTERED ENGINEERS:
HIGHWAY, MULTI-USE PATH, DRAINAGE &
RETAINING WALLS
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GREGORY So
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No. C 6 2 8 G 4
EXp,6-3O-` 4
Registered Civil Engineer sq CIVIL
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MULTI-USE PATH TUNNEL STRUCTURE
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No. 067068
Registeredevil Engineer ST CIVIL
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Registered Civil Engineer
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
SR 89 MOUSEHOLE MULTI-USE PATH AND UPRR UNDERCROSSING
Town of Truckee CIP 60-03-38
Caltrans EA 03-1 C0804 and E-FIS: 03-00000231-4
SPECIAL PROVISIONS
THE SPECIAL PROVISIONS CONTAINED HEREIN HAVE BEEN PREPARED BY OR UNDER THE
DIRECTION OF THE FOLLOWING REGISTERED ENGINEERS:
TRAFFIC HANDLING, STAGE CONSTRUCTION,
SIGNING, STRIPING, SIGNALS & LIGHTING
p�oFESSIO
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Registered Civil E neer
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PLANTING AND EROSION CONTROL
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2/20/2014 Lie t7
,Licensed Landscape Architect 11
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Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
TABLE OF CONTENTS
NOTICE TO BIDDERS......................................................................................................................................... 1
COPY OF BID ITEM LIST....................................................................................................................................4
STANDARD PLANS LIST....................................................................................................................................9
SPECIAL PROVISIONS.....................................................................................................................................15
DIVISION I GENERAL PROVISIONS...............................................................................................................16
1 GENERAL...................................................................................................................................................... 16
2 BIDDING.........................................................................................................................................................18
2-1.03 MANDATORY PREBID MEETING..................................................................................................... 18
2-1.06B SUPPLEMENTAL PROJECT INFORMATION................................................................................ 19
2-1.12 DISADVANTAGED BUSINESS ENTERPRISES............................................................................... 19
3 CONTRACT AWARD AND EXECUTION......................................................................................................23
4 SCOPE OF WORK.........................................................................................................................................24
5 CONTROL OF WORK....................................................................................................................................25
5-1.20C RAILROAD RELATIONS AND INSURANCE REQUIREMENTS..................................................... 25
5-1.23 SUBMITTALS..................................................................................................................................... 33
5-1.26 CONSTRUCTION SURVEYS............................................................................................................. 33
5-1.36D NONHIGHWAY FACILITIES............................................................................................................ 34
6 CONTROL OF MATERIALS..........................................................................................................................37
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC.................................................................38
7-1.11 FEDERAL LAWS FOR FEDERAL-AID CONTRACTS....................................................................... 38
8 PROSECUTION AND PROGRESS...............................................................................................................39
9 PAYMENT......................................................................................................................................................40
DIVISION II GENERAL CONSTRUCTION .......................................................................................................41
10 GENERAL....................................................................................................................................................41
10-1.02 WORK SEQUENCING...................................................................................................................... 41
10-1.03 TIME CONSTRAINTS...................................................................................................................... 42
12 TEMPORARY TRAFFIC CONTROL ...........................................................................................................43
13 WATER POLLUTION CONTROL................................................................................................................51
14 ENVIRONMENTAL STEWARDSHIP...........................................................................................................52
15 EXISTING FACILITIES ................................................................................................................................55
DIVISION III GRADING.....................................................................................................................................59
16 CLEARING AND GRUBBING .....................................................................................................................59
19 EARTHWORK..............................................................................................................................................60
19-3.05 PETROLEUM CONTAMINATED MATERIAL.................................................................................. 61
19-3.08 GROUND FREEZING....................................................................................................................... 64
20 LANDSCAPE ...............................................................................................................................................75
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
21 EROSION CONTROL..................................................................................................................................79
DIVISION V SURFACINGS AND PAVEMENTS..............................................................................................80
39 HOT MIX ASPHALT.....................................................................................................................................80
40 CONCRETE PAVEMENT.............................................................................................................................81
DIVISION VI STRUCTURES.............................................................................................................................82
48 TEMPORARY STRUCTURES.....................................................................................................................82
48-6 BORE AND JACK INSTALLATION....................................................................................................... 82
48-7 DISPLACEMENT MONITORING/GEOTECHNICAL INSTRUMENTATION....................................... 90
51 CONCRETE STRUCTURES........................................................................................................................96
DIVISION VII DRAINAGE ...............................................................................................................................100
68 SUBSURFACE DRAINS............................................................................................................................ 100
70 MISCELLANEOUS DRAINAGE FACILITIES............................................................................................ 101
DIVISION VIII MISCELLANEOUS CONSTRUCTION....................................................................................102
73 CONCRETE CURBS AND SIDEWALKS..................................................................................................102
DIVISION IX TRAFFIC CONTROL FACILITIES.............................................................................................103
82 MARKERS AND DELINEATORS..............................................................................................................103
83 RAILINGS AND BARRIERS...................................................................................................................... 104
84 TRAFFIC STRIPES AND PAVEMENT MARKINGS .................................................................................105
86 ELECTRICAL SYSTEMS...........................................................................................................................107
DIVISION X MATERIALS................................................................................................................................116
90 CONCRETE................................................................................................................................................116
DIVISION XI BUILDING CONSTRUCTION....................................................................................................117
99 BUILDING CONSTRUCTION ....................................................................................................................117
99-1 TRANSIT SHELTER............................................................................................................................ 117
REVISED STANDARD SPECIFICATIONS APPLICABLE TO THE 2010 EDITION OF THE STANDARD
SPECIFICATIONS............................................................................................................................................118
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
TOWN OF TRUCKEE
ENGINEERING DIVISION
NOTICE TO BIDDERS
Notice is hereby given that sealed bids will be received by the Town Clerk of the Town of Truckee for the
SR 89 Mousehole Multi-Use Path and UPRR Undercrossing Project CIP 60-03-38, at the Truckee
Town Hall, 10183 Truckee Airport Road, Truckee, CA 96161 until Thursday, September 4, 2014 at 2:00
PM at which time they will be publicly opened and read. Bids must be submitted on forms provided by
the Town.
Contract Documents (including the Contract Special Provisions, Bid Book, Information Handout and
Project Plans) may be obtained at The Office Boss Commercial Printing Facility located at 12177
Business Park Dr#2 or 530-587-1620 for a reproduction fee. This fee is not refundable. To the extent
required by Section 20103.7 of the Public Contract Code, upon request from a contractor plan room
service, the Town shall provide an electronic copy of the Contract Documents no charge to the contractor
plan room. Prospective bidders who choose to review the Contract Documents at a plan room must
contact the Town to obtain the required Contract Documents if they decide to submit a bid for the Work.
Access information to all documents will also be located on the Town of Truckee web site
(www.townoftruckee.com). Persons wishing to submit a bid shall register their name and contact
information with the Town. Bidders are solely responsible for ensuring they receive updates and
addenda.
A Mandatory pre-bid meeting is scheduled for Tuesday, August 12, 2014 at 10:00 AM at Truckee
Town Hall in the Council Chambers, 2nd Floor. All Requests for Information (RFIs) shall be
submitted via e-mail by Thursday, August 21, 2014 at 5:00 PM to Becky Bucar at
bbucarAtownoftruckee.com.
Per section 2-1.34 "Bidder's Security", each bid must be accompanied by a certified or cashier's check
payable to the order of the Town of Truckee, or by a bid bond executed by a corporate surety authorized
to do business in the State of California in the sum of not less than 10% of the total amount of the bid, as
a guarantee that the bidder will enter into the proposed contract if it be awarded to that bidder. No specific
bond format is required but an example bond form is available upon request.
Per section 2-1.37 "Bid Submittal", bid documents shall be enclosed in an envelope that shall be sealed
and clearly labeled with the project title, name of bidder, and date and time of bid opening in order to
guard against premature opening of the bid. Electronic bids are not allowed for this contract.
Per section 3-1.05 "Contract Bonds (Pub Cont Code §§ 10221 and 10222)" and the Bid Book, the bidder
to whom the contract is awarded by the Town shall execute a contract and furnish a surety bond in the
amount of 100%of the contract price guaranteeing the faithful performance of the contract executed by a
corporate surety authorized to do business in the State of California. The surety bond shall remain in
force for a period of one year after final acceptance. An additional bond for 100% of the contract price
shall be furnished to secure the payment of claims for labor and materials furnished for the work executed
by a corporate surety authorized to do business in the State of California. No specific bond format is
required but an example bond form is available upon request.
All bids are to be compared on the basis of the Engineer's Estimate of the quantities of work to be done.
Per section 3-1.06 "Contractor License", the prime contractor for the work herein shall possess the
following valid State of California license:
"A" -General Engineering or"C" - Specialty Contractor with a classification in a specialty
pertaining to the work described in the contract, as determined by the Town Engineer. In addition,
any subcontractor to the prime contractor must have all appropriate State of California licenses.
Time of Completion of all work is 168 Working Days, excluding 120 Working Days of Plant Establishment
Work.
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
1
Per section 3-1.04 "Contract Award", the Town reserves the right to retain all bids for a period of sixty(60)
days for examination and comparison, and to delete any portion of the work from the contract. The Town
reserves the right to reject any and all bids and to waive any informality in such bids.
Per section 7-1.06 "Insurance" and the requirements in the Bid Book, Liability Insurance shall be acquired
by contractor, prior to starting work and contract execution by the Town.
Per section 7-1.02K(2) "Wages", the work for which this bid is submitted is for construction in
conformance with the special provisions including the payment of not less than the State general
prevailing wage rates or Federal minimum wage rates. Pursuant to Section 1773 of the Labor Code, the
general State prevailing wage rates in the county, or counties, in which the work is to be done have been
determined by the Director of the California Department of Industrial Relations. These wages are set
forth in the General Prevailing Wage Rates for this project (Attachment 6), and available from the
California Department of Industrial Relations' Internet web site at
http://www.dir.ca.gov/DLSR/PWD
A hard copy of the Davis-Bacon (federal) wage rates applicable to the contract are included in the Bid
Book. Addenda to modify the Federal minimum wage rates, if necessary, will be issued to bid document
holders.
If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the
general prevailing wage rates determined by the Director of the California Department of Industrial
Relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the
higher wage rate.
For the Federal training program, the number of trainees or apprentices is 7.
The DBE Contract goal is 12.5 percent.
The following documents must be submitted by the apparent low bidder, the 2nd low bidder, and the 3rd
low bidder no later than 4:00 p.m. on the 4th business day after bid opening:
• Local Agency Bidder UDBE Commitment (Construction Contracts) Exhibit 15-G
• Local Agency Bidder DBE Information (Construction Contracts) Exhibit 15-G(2)
• UDBE Information —Good Faith Efforts Exhibit 15-H
Per section 3-1.18 "Contract Execution", the documents that must be submitted by the successful bidder
with the signed contract include, but are not limited to:
• Payment Bond
• Performance Bond
• Insurance Certificates
• Local Agency Bidder DBE Information (Construction Contracts) Exhibit 15-G(2)
• Bidder's List of Subcontractors (DBE & Non-DBE), Parts I and 11
Any addenda supplementing the Drawings and Specifications and issued prior to the time set for the
opening of proposals, and/or forming a part of the documents furnished to the bidder for the preparation
of a proposal, shall be acknowledged in the bid proposal and shall become a part of the Contract.
Section 5-1.20C "Railroad Relations and Insurance Requirements" contains additional railroad insurance
requirements that you must comply with.
This is a federal-aid project, and per section 6-2.05C "Steel and Iron Materials" of the RSS, the provisions
of the Buy America Act apply.
Per section 9-1.16F "Retentions", five percent (5%) will be deducted from each progress payment and
retained by the Town and the remainder, less the amount of all previous payments, will be paid to the
Contractor. Section 4590 (repealed), Chapter 13 of the Government Code, and Sections 10263 and
22300 of the California Public Contract Code, which approved the substitution of securities for monies
retained, do not apply to the Town of Truckee which is a Charter Town.
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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Per section 13-3 "Storm Water Pollution Prevention Plan", the successful bidder shall file a Notice of
Intent and obtain coverage under the State Water Resources Control Board (State Water Board) National
Pollutant Discharge Elimination System General Permit for Waste Discharge Requirements for
Discharges of Storm Water Runoff Associated with Construction Activity(Permit). The successful bidder
shall be solely responsible for preparing the draft Storm Water Pollution Prevention Plan (SWPPP) and
implementing an approved SWPPP prior to initiating work. The successful bidder shall be responsible for
procuring, implementing and complying with the provisions of the Permit and the SWPPP, including the
standard provisions, monitoring and reporting requirements as required by Permit. It shall be the
responsibility of all bidders to evaluate and include in the bid the cost of preparing and complying with the
SWPPP. The successful bidder shall also include in the bid the cost of monitoring as required by the
Permit and by section 13 of the Standard Specifications.
This project is partially funded with Transportation Investment Generating Economic Recovery (TIGER)
funds. The Town is the Grantee for these funds. The Grantee, in accordance with the provisions of Title
VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations,
hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this
advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids
in response to this invitation and will not be discriminated against on the grounds of race, color, or
national origin in consideration for an award.
For further information, contact Becky Bucar, Associate Engineer, (530) 582-2932,
bbucara-townoftruckee.com.
TOWN OF TRUCKEE, CALIFORNIA
Daniel P. Wilkins
Public Works Director/Town Engineer
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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COPY OF BID ITEM LIST
ITEM ITEM FINALESTIMATED
PAY ITEM DESCRIPTION UNIT
NO CODE ITEM QUANTITY
1 05XXXX CONSTRUCTION STAKING LS 1
2 070030 LEAD COMPLIANCE PLAN LS 1
3 080050 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1
4 090100 TIME-RELATED OVERHEAD WDAY 168
5 120090 CONSTRUCTION AREA SIGNS LS 1
6 120100 TRAFFIC CONTROL SYSTEM LS 1
7 120120 TYPE III BARRICADE EA 9
8 120159 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3,871
9 120165 CHANNELIZER (SURFACE MOUNTED) EA 87
10 129000 TEMPORARY RAILING (TYPE K) LF 2,140
11 129100 TEMPORARY CRASH CUSHION MODULE EA 22
12 129150 TEMPORARY TRAFFIC SCREEN LF 2,140
13 130100 JOB SITE MANAGEMENT LS 1
14 130300 PREPARE STORM WATER POLLUTION LS 1
PREVENTION PLAN
15 130310 RAIN EVENT ACTION PLAN EA 5
16 130320 STORM WATER SAMPLING AND ANALYSIS DAY EA 10
17 130330 STORM WATER ANNUAL REPORT EA 2
18 130505 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 2
CONTROL)
19 130520 TEMPORARY HYDRAULIC MULCH SQYD 10,113
20 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 5
21 130640 TEMPORARY FIBER ROLL LF 300
22 130680 TEMPORARY SILT FENCE LF 2,547
23 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 3
24 130730 STREET SWEEPING LS 1
25 130900 TEMPORARY CONCRETE WASHOUT LS 1
26 141000 TEMPORARY FENCE (TYPE ESA) LF 1,076
27 141120 TREATED WOOD WASTE LB 20,000
28 150668 REMOVE FLARED END SECTION EA 1
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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ITEM ITEM FINALESTIMATED
PAY ITEM DESCRIPTION UNIT
NO CODE ITEM QUANTITY
29 150709A REMOVE PAINTED TRAFFIC STRIPE (WATER LF 3,374
BLASTING)
30 150710A REMOVE PAINTED PAVEMENT MARKING (WATER SQFT 603
BLASTI NG)
31 150742 REMOVE ROADSIDE SIGN EA 8
32 150809 REMOVE CULVERT LF 46
33 150838 REMOVE RETAINING WALL (PORTION) LF 9
34 152390 RELOCATE ROADSIDE SIGN EA 5
35 152439 ADJUST FRAME AND GRATE TO GRADE EA 1
36 153103 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1,224
37 15522X F CONCRETE BOX CONTACT GROUTING CY 205
38 155230 CONCRETE INVERT PAVING CY 6.3
39 160103 CLEARING AND GRUBBING ACRE 1.5
40 170101 DEVELOP WATER SUPPLY LS 1
41 190101 ROADWAY EXCAVATION CY 3,715
42 19202X F STRUCTURE EXCAVATION (TYPE DC) CY 2,062
43 192037 F STRUCTURE EXCAVATION (RETAINING WALL) CY 2,369
44 193001 F STRUCTURE BACKFILL CY 545
45 193013 F STRUCTURE BACKFILL (RETAINING WALL) CY 2,310
46 193031 F PERVIOUS BACKFILL MATERIAL (RETAINING CY 161
WALL)
47 193XXX GROUND FREEZING LS 1
48 202006 SOIL AMENDMENT CY 0.5
49 202011 MULCH CY 115
50 202035 COMMERCIAL FERTILIZER (PACKET) EA 60
51 203021 FIBER ROLLS LF 640
52 203025 COMPOST (INCORPORATE) SQYD 3,955
53 204009 PLANT (GROUP 1) EA 60
54 204099 PLANT ESTABLISHMENT WORK (120 DAYS) LS 1
55 205051 FOLIAGE PROTECTOR EA 60
56 205051 A PLANT PROTECTOR 5' EA 14
57 205051 B PLANT PROTECTOR 2' EA 46
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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ITEM ITEM FINALESTIMATED
PAY ITEM DESCRIPTION UNIT
NO CODE ITEM QUANTITY
58 205061 ROOT PROTECTOR EA 60
59 210270A RECP (NETTING) (TYPE A) SOFT 28,951
60 210270B RECP (NETTING) (TYPE B) SOFT 6,250
61 210290 RECP (TRM) (TYPE C) SOFT 390
62 210300 HYDROMULCH SOFT 35,591
63 210430A HYDROSEED (MIX 1A) SOFT 29,341
64 210430B HYDROSEED (MIX 2A) SOFT 6,250
65 210600 COMPOST CY 116
66 21 XXXX LOCAL TOPSOIL CY 440
67 220101 FINISHING ROADWAY LS 1
68 260201 CLASS 2 AGGREGATE BASE CY 2,137
69 390132 HOT MIX ASPHALT (TYPE A) TON 830
70 401050 JOINTED PLAIN CONCRETE PAVEMENT CY 32
71 4807XX BORE AND JACK CIP CONCRETE BOX LS 1
72 510060 F STRUCTURAL CONCRETE, RETAINING WALL CY 1,151
73 51009X F STRUCTURAL CONCRETE, CONCRETE BOX CY 380
74 510502 F MINOR CONCRETE (MINOR STRUCTURE) CY 22.5
75 511035A ARCHITECTURAL TREATMENT (NATURAL ROCK SOFT 665
VENEER)
76 511035B ARCHITECTURAL TREATMENT (BOARD FORM SOFT 10,812
FINISH)
77 520103 F BAR REINFORCING STEEL, RETAINING WALL LB 134,628
78 520106A F BAR REINFORCING STEEL (EPDXY COATED), LB 79,530
CONCRETE BOX
79 520106B F BAR REINFORCING STEEL (EPDXY COATED), LB 13,000
RETAINING WALL
80 560248 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"- SOFT 35
UNFRAMED)
81 560249 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"- SOFT 42
UNFRAMED)
82 566011 ROADSIDE SIGN - ONE POST EA 5
83 568002A INSTALL SIGN (RETAINING WALL MOUNTED) EA 3
84 598001 ANTI-GRAFFITI COATING SOFT 4,601
85 641100A 8" PLASTIC PIPE LF 36.5
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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ITEM ITEM FINALESTIMATED
PAY ITEM DESCRIPTION UNIT
NO CODE ITEM QUANTITY
86 641101A 12" PLASTIC PIPE (HDPE) LF 140.2
87 641104A 15" PLASTIC PIPE (HDPE) LF 386.4
88 641107A 18" PLASTIC PIPE (HDPE) LF 169
89 665022 24" CORRUGATED STEEL PIPE (0.109" THICK) LF 65.6
90 665045 36" CORRUGATED STEEL PIPE (0.138"THICK) LF 24.9
91 665035 48" CORRUGATED STEEL PIPE (0.138" THICK) LF 16.8
92 68XXXX TRENCH DRAIN WITH GRATE LF 124
93 682020 F PERMEABLE MATERIAL (CLASS 1) CY 8
94 70XXXX PREFABRICATED TRASH RACK EA 1
95 703237 36" CORRUGATED STEEL PIPE RISER (.064" THICK) LF 6
96 705315 24"ALTERNATIVE FLARED END SECTION EA 1
97 705321 36"ALTERNATIVE FLARED END SECTION EA 1
98 705325 48"ALTERNATIVE FLARED END SECTION EA 2
99 721010 ROCK SLOPE PROTECTION (BACKING NO. 1, CY 29.9
METHOD B)
100 721021 ROCK SLOPE PROTECTION (BACKING NO. 2, CY 176
METHOD B)
101 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 695
102 730070 DETECTABLE WARNING SURFACE SQFT 77
103 7315XX MINOR CONCRETE (PCC OVERLAY) CY 37
104 731504 MINOR CONCRETE (CURB AND GUTTER) CY 157
105 731521 MINOR CONCRETE (SIDEWALK) CY 273
106 750001 F MISCELLANEOUS IRON AND STEEL LB 1,538
107 800360 CHAIN LINK FENCE (TYPE CL-6) LF 75
108 820110 HIGHWAY POST MARKER EA 2
109 820115 SNOW POLE MARKER EA 21
110 833000 F METAL PEDESTRIAN RAILING LF 1,200
111 839521 F CABLE RAILING LF 135
112 840XXX 8"THERMOPLASTIC TRAFFIC STRIPE (RECESSED) LF 282
113 840XXX 12" THERMOPLASTIC TRAFFIC STRIPE LF 344
(RECESSED)
114 840504 4"THERMOPLASTIC TRAFFIC STRIPE LF 4,228
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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ITEM ITEM FINALESTIMATED
PAY ITEM DESCRIPTION UNIT
NO CODE ITEM QUANTITY
115 840545 4"THERMOPLASTIC TRAFFIC STRIPE (RECESSED, LF 54
BROKEN 36-12)
116 840580 4" THERMOPLASTIC TRAFFIC STRIPE (RECESSED) LF 1,205
(BROKEN 17-7)
117 840581 4"THERMOPLASTIC TRAFFIC STRIPE (RECESSED) LF 2,852
118 840661 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 285
119 860151 SIGNAL AND LIGHTING (TEMPORARY LOCATION 1) LS 1
120 860152 SIGNAL AND LIGHTING (TEMPORARY LOCATION 2) LS 1
121 860251 SIGNAL AND LIGHTING (LOCATION 1) LS 1
122 860252 SIGNAL AND LIGHITNG (LOCATION 2) LS 1
123 860401 LIGHTING LS 1
124 860420 LIGHTING (TUNNEL) LS 1
125 860605A REMOVE PEDESTRIAN ACTUATED FLASHING LS 1
BEACON SYSTEM
126 860705A SIGNAL INTERCONNECT (LS) LS 1
127 86XXXX ELECTRIC SERVICE (TRANSIT SHELTER) LS 1
128 99XXXX TRANSIT SHELTER LS 1
129 j 999990 j j MOBILIZATION LS 1
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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STANDARD PLANS LIST
The standard plan sheets applicable to this Contract include those listed below. The
applicable revised standard plans (RSPs) listed below are included in the project
plans.
ABBREVIATIONS, LINES, SYMBOLS AND LEGEND
Al OA Abbreviations (Sheet 1 of 2)
RSP A10B Abbreviations (Sheet 2 of 2)
Al OC Lines and Symbols (Sheet 1 of 3)
Al OD Lines and Symbols (Sheet 2 of 3)
Al OE Lines and Symbols (Sheet 3 of 3)
Al OF Legend -Soil (Sheet 1 of 2)
A10G Legend -Soil (Sheet 2 of 2)
A10H Legend - Rock
PAVEMENT MARKERS, TRAFFIC LINES, AND PAVEMENT MARKINGS
A20A Pavement Markers and Traffic Lines, Typical Details
A20B Pavement Markers and Traffic Lines, Typical Details
A20D Pavement Markers and Traffic Lines, Typical Details
RSP A24A Pavement Markings -Arrows
A24B Pavement Markings -Arrows and Symbols
RSP A24E Pavement Markings -Words, Limit and Yield Lines
RSP A24F Pavement Markings -Crosswalks
EXCAVATION AND BACKFILL
A62A Excavation and Backfill - Miscellaneous Details
A62B Limits of Payment for Excavation and Backfill - Bridge Surcharge and Wall
A62D Excavation and Backfill - Concrete Pipe Culverts
A62F Excavation and Backfill - Metal and Plastic Culverts
OBJECT MARKERS, DELINEATORS, CHANNELIZERS AND BARRICADES
A73B Markers
A73C Delineators, Channelizers and Barricades
FENCES
A85 Chain Link Fence
A85A Chain Link Fence Details
RSP A85B Chain Link Fence Details
CURBS, DRIVEWAYS, DIKES, CURB RAMPS AND ACCESSIBLE PARKING
RSP A87A Curbs and Driveways
RSP A88A Curb Ramp Details
RSP A88B Curb Ramp and Island Passageway Details
PAVEMENTS
RSP P1 Jointed Plain Concrete Pavement New Construction
RSP P2 Jointed Plain Concrete Pavement (Widened Lane) New Construction
RSP P3A Jointed Plain Concrete Pavement Lane &Shoulder Addition or Replacement
RSP P313 Jointed Plain Concrete Pavement(Widened Lane) Lane and Shoulder Addition
or Replacement
RSP P20 Joint Seals
DRAINAGE INLETS, PIPE INLETS AND GRATES
D73A Drainage Inlets (Precast)
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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FLARED END SECTIONS
D94A Metal and Plastic Flared End Sections
PIPE COUPLING AND JOINT DETAILS
D97A Corrugated Metal Pipe Coupling Details No. 1 - Annular Coupling Band Bar and
Strap and Angle Connections
D97C Corrugated Metal Pipe Coupling Details No. 3 - Helical and Universal Couplers
D97D Corrugated Metal Pipe Coupling Details No. 4 - Hugger Coupling Bands
D97E Corrugated Metal Pipe Coupling Details No. 5 - Standard Joint
LANDSCAPE AND EROSION CONTROL
RSP H1 Landscape and Erosion Control Abbreviations
RSP H2 Landscape and Erosion Control Symbols
H3 Landscape Details
RSP H4 Landscape Details
TEMPORARY CRASH CUSHIONS, RAILING AND TRAFFIC SCREEN
T2 Temporary Crash Cushion, Sand Filled (Shoulder Installations)
T3A Temporary Railing (Type K)
T313 Temporary Railing (Type K)
T4 Temporary Traffic Screen
T5 Temporary Terminal Section (Type K)
TEMPORARY TRAFFIC CONTROL SYSTEMS
RSP T9 Traffic Control System Tables for Lane and Ramp Closures
RSP T11 Traffic Control System for Lane Closure on Multilane Conventional Highways
RSP T13 Traffic Control System for Lane Closure on Two Lane Conventional Highways
TEMPORARY WATER POLLUTION CONTROL
T51 Temporary Water Pollution Control Details (Temporary Silt Fence)
T53 Temporary Water Pollution Control Details (Temporary Cover)
T56 Temporary Water Pollution Control Details (Temporary Fiber Roll)
T58 Temporary Water Pollution Control Details (Temporary Construction Entrance)
T59 Temporary Water Pollution Control Details (Temporary Concrete Washout
Facility)
T61 Temporary Water Pollution Control Details (Temporary Drainage Inlet
Protection)
T62 Temporary Water Pollution Control Details (Temporary Drainage Inlet
Protection)
T63 Temporary Water Pollution Control Details (Temporary Drainage Inlet
Protection)
T64 Temporary Water Pollution Control Details (Temporary Drainage Inlet
Protection)
T65 Temporary Water Pollution Control Details [Temporary Fence (Type ESA)]
BRIDGE DETAILS
130-3 Bridge Details
130-13 Bridge Details
RETAINING WALLS
RSP 133-1 A Retaining Wall Type 1 (Case 1)
RSP 133-3A Retaining Wall Type 1A(Case 1)
RSP 133-313 Retaining Wall Type 1A(Case 2)
RSP B3-4A Retaining Wall Type 5 (Case 1)
RSP 133-5 Retaining Wall Details No. 1
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CHAIN LINK RAILING, CABLE RAILING AND TUBULAR HAND RAILING
1311-7 Chain Link Railing
ROADSIDE SIGNS
RS1 Roadside Signs, Typical Installation Details No. 1
RS2 Roadside Signs -Wood Post, Typical Installation Details No. 2
RS4 Roadside Signs, Typical Installation Details No. 4
OVERHEAD AND ROADSIDE SIGNS PANELS
S93 Framing Details for Framed Single Sheet Aluminum Signs, Rectangular Shape
S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape
ELECTRICAL SYSTEMS - LEGEND AND ABBREVIATIONS
RSP ES-1A Electrical Systems (Legend and Abbreviations)
RSP ES-1 B Electrical Systems (Legend and Abbreviations)
RSP ESRC Electrical Systems (Legend and Abbreviations)
ELECTRICAL SYSTEMS -SERVICE EQUIPMENT AND WIRING DIAGRAMS
ES-2C Electrical Systems (Service Equipment Notes, Type III Series)
ES-21) Electrical Systems (Service Equipment Enclosure and Typical Wiring Diagram,
Type III -A Series)
ELECTRICAL SYSTEMS -SIGNAL HEADS, SIGNAL FACES AND MOUNTINGS
RSP ES-4A Electrical Systems (Vehicular Signal Heads and Mountings)
ES-4D Electrical Systems (Signal Mounting)
RSP ES-4E Electrical Systems (Vehicular Signal Heads and Optical Detector Mounting)
ELECTRICAL SYSTEMS - DETECTORS
ES-5A Electrical Systems (Detectors)
RSP ES-513 Electrical Systems (Detectors)
RSP ES-5D Electrical Systems (Curb Termination and Handhole)
ELECTRICAL SYSTEMS - LIGHTING STANDARDS
ES-6A Electrical Systems (Lighting Standard, Types 15 and 21)
ES-6F Electrical Systems (Lighting Standard, Slip Base Plate)
ES-6G Electrical Systems (Lighting Standard, Type 32)
ELECTRICAL SYSTEMS -SIGNAL AND LIGHTING STANDARDS
RSP ES-7F Electrical Systems (Signal and Lighting Standard, Case 4 Signal Mast Arm
Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 25'to 45')
ELECTRICAL SYSTEMS -SIGNAL AND LIGHTING STANDARD DETAILS
ES-7M Electrical Systems (Signal and Lighting Standard - Detail No. 1)
ES-7N Electrical Systems (Signal and Lighting Standard - Detail No. 2)
ES-70 Electrical Systems (Signal and Lighting Standard - Detail No. 3)
ELECTRICAL SYSTEMS - PULL BOX
RSP ES-8A Electrical Systems (Non-Traffic Pull Box)
RSP ES-813 Electrical Systems (Traffic Pull Box)
ELECTRICAL SYSTEMS - ISOFOOTCANDLE DIAGRAMS AND FOUNDATION
DETAILS
RSP ES-10A Electrical Systems (Isofootcandle Diagrams)
RSP ES-10B Electrical Systems (Isofootcandle Diagrams)
RSP ES-11 Electrical Systems (Foundation Installations)
ELECTRICAL SYSTEMS -SPLICING, FUSE RATING, KINKING AND BANDING
DETAILS
ES-13A Electrical Systems (Splicing Details)
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CANCELED STANDARD PLANS LIST
The standard plan sheets listed below are canceled and not applicable to this
contract.
METAL BEAM GUARD RAILING - STANDARD RAILING SECTIONS
A77A1 Canceled on July 19, 2013
A77A2 Canceled on July 19, 2013
A77131 Canceled on July 19, 2013
A77C1 Canceled on July 19, 2013
A77C2 Canceled on July 19, 2013
A77C3 Canceled on July 19, 2013
A77C4 Canceled on July 19, 2013
METAL BEAM GUARD RAILING-TYPICAL VEGETATION CONTROL
RSP A77C5 Canceled on July 19, 2013
RSP A77C6 Canceled on July 19, 2013
RSP A77C7 Canceled on July 19, 2013
RSP A77C8 Canceled on July 19, 2013
RSP A77C9 Canceled on July 19, 2013
RSP A77C10 Canceled on July 19, 2013
METAL BEAM GUARD RAILING - TYPICAL LAYOUTS FOR EMBANKMENTS
A77E1 Canceled on July 19, 2013
A77E2 Canceled on July 19, 2013
A77E3 Canceled on July 19, 2013
A77E4 Canceled on July 19, 2013
A77E5 Canceled on July 19, 2013
A77E6 Canceled on July 19, 2013
METAL BEAM GUARD RAILING - TYPICAL LAYOUTS FOR STRUCTURES
A77F1 Canceled on July 19, 2013
A77F2 Canceled on July 19, 2013
A77F3 Canceled on July 19, 2013
A77F4 Canceled on July 19, 2013
A77F5 Canceled on July 19, 2013
METAL BEAM GUARD RAILING -TYPICAL LAYOUTS FOR FIXED OBJECTS
A77G1 Canceled on July 19, 2013
A77G2 Canceled on July 19, 2013
A77G3 Canceled on July 19, 2013
A77G4 Canceled on July 19, 2013
A77G5 Canceled on July 19, 2013
A77G6 Canceled on July 19, 2013
A77G7 Canceled on July 19, 2013
A77G8 Canceled on July 19, 2013
METAL BEAM GUARD RAILING - END ANCHORAGE AND RAIL TENSIONING
ASSEMBLY
A771-11 Canceled on July 19, 2013
A771-12 Canceled on July 19, 2013
A771-13 Canceled on July 19, 2013
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A7711 Canceled on July 19, 2013
A7712 Canceled on July 19, 2013
METAL BEAM GUARD RAILING -CONNECTIONS DETAILS AND TRANSITION
RAILING TO BRIDGE RAILINGS, ABUTMENTS AND WALLS
A77J1 Canceled on July 19, 2013
A77J2 Canceled on July 19, 2013
A77J3 Canceled on July 19, 2013
A77J4 Canceled on July 19, 2013
A77K1 Canceled on July 19, 2013
A77K2 Canceled on July 19, 2013
PAVEMENTS
P3 Canceled on July 19, 2013
CRIB WALLS
C8A Canceled on July 19, 2013
C813 Canceled on July 19, 2013
C8C Canceled on July 19, 2013
RETAINING WALLS
133-1 Canceled on April 20, 2012
133-2 Canceled on April 20, 2012
133-3 Canceled on April 20, 2012
133-4 Canceled on April 20, 2012
133-7 Canceled on April 20, 2012
133-8 Canceled on April 20, 2012
OVERHEAD SIGNS (TRUSS)
S7 Canceled on July 19, 2013
S14 Canceled on July 19, 2013
OVERHEAD SIGNS (LIGHTWEIGHT)
S41 Canceled on July 19, 2013
S42 Canceled on July 19, 2013
S43 Canceled on July 19, 2013
S44 Canceled on July 19, 2013
S45 Canceled on July 19, 2013
S46 Canceled on July 19, 2013
S47 Canceled on July 19, 2013
OVERHEAD SIGN - CHANGEABLE MESSAGE SIGN (MODEL 510)
S120 Canceled on July 19, 2013
S121 Canceled on July 19, 2013
S122 Canceled on July 19, 2013
S123 Canceled on July 19, 2013
S124 Canceled on July 19, 2013
S125 Canceled on July 19, 2013
S126 Canceled on July 19, 2013
S127 Canceled on July 19, 2013
S128 Canceled on July 19, 2013
S129 Canceled on July 19, 2013
S130 Canceled on July 19, 2013
S131 Canceled on July 19, 2013
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S132 Canceled on July 19, 2013
S133 Canceled on July 19, 2013
S134 Canceled on July 19, 2013
S135 Canceled on July 19, 2013
ELECTRICAL SYSTEMS - LIGHTING STANDARDS
ES-61-1 Canceled on July 19, 2013
ES-61 Canceled on July 19, 2013
ES-6J Canceled on July 19, 2013
ELECTRICAL SYSTEMS -SIGNAL AND LIGHTING STANDARDS
ES-71 Canceled on July 19, 2013
ELECTRICAL SYSTEMS - PULL BOX
ES-8 Canceled on January 20, 2012
ELECTRICAL SYSTEMS - ISOFOOTCANDLE DIAGRAMS AND FOUNDATION
DETAILS
ES-10 Canceled on July 20, 2012
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SPECIAL PROVISIONS
for the Construction of the
SR 89 Mousehole Multi-Use Path and UPRR Undercrossing
ORGANIZATION
Special provisions are under headings that correspond with the main-section headings of the Standard
Specifications. A main-section heading is a heading shown in the table of contents of the Standard
Specifications.
Each special provision begins with a revision clause that describes or introduces a revision to the
Standard Specifications as revised by any revised standard specification.
Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the
Standard Specifications for any other reference to a paragraph of the Standard Specifications.
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DIVISION I GENERAL PROVISIONS
1 GENERAL
Replace or add the following definitions in section 1-1.07B Glossary:
ACCEPTANCE -The formal written acceptance by the Town Council of the Town of Truckee of the
completed project.
ADDENDUM -The modification of the plans and/or specifications issued to all prospective bidders during
the period when necessary to change, correct, clarify or further define any phase of the work.
ARCHITECT, SOILS ENGINEER, STRUCTURAL ENGINEER -Advisors employed by the Town.
BIDDER -Any individual, firm, partnership, corporation, or combination thereof, submitting a proposal for
the work contemplated, acting directly or through a duly authorized representative.
CALTRANS—The State of California Department of Transportation
CITY—Town of Truckee
DEPARTMENT/DISTRICT/DEPARTMENT OF TRANSPORTATION —Town of Truckee Department of
Public Works except when referring to documents, laws or a department of the State of California.
DIRECTOR— Public Works Director/Town Engineer, Town of Truckee.
DUE NOTICE -A written notification, given in due time, of a proposed action where such notification is
required by the contract to be given a specified interval of time (usually 48 hours or two working days)
prior to the commencement of the contemplated action. Notification may be from Engineer to
Contractor or from Contractor to Engineer.
ENGINEER— Public Works Director/Town Engineer or his designee, Town of Truckee, acting either
directly or through properly authorized agents, such agents acting within the scope of the particular
duties entrusted to them.
LABORATORY—The established laboratory of the Materials and Research Department of the
Department of Transportation of the State of California or laboratories authorized by the Engineer to
sample and test materials and work involved in the Contract except when referring to documents,
laws or department of the State of California.
OWNER— Project proponent, Town of Truckee.
PLANS—The construction plans titled "Project Plans for Construction on State Highway in Placer and
Nevada Counties in and near Truckee from 0.8 mile south to 0.1 mile south of Route 80/89
Separation"
PROMPT-The briefest interval of time required for a considered reply, including time required for
approval of a governing body.
STANDARD PLANS—The 2010 edition of the Standard Plans of the State of California, Department of
Transportation including issued Erratum. Any reference therein to the State of California or a state
agency, office, or officer shall be interpreted to refer to the Town or its corresponding agency, office,
of officer acting under this contract.
STANDARD SPECIFICATIONS — The 2010 edition of the Standard Specifications of the State of
California, Department of Transportation. Any reference therein to the State of California or a state
agency, office, or officer shall be interpreted to refer to the Town or its corresponding agency, office,
of officer acting under this contract.
REVISED STANDARD SPECIFICATIONS - New or revised standard specifications. The Revised
Standard Specifications of the State of California, Department of Transportation, for the 2010 edition
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of the standard specifications. The Revised Standard Specifications for this contract are included at
the end of these Special Provisions.
STATE—Town of Truckee or its designated officer or agent.
TOWN COUNCIL- The body constituting the awarding authority of the Town.
Add to section 1-1.09:
This project is in a freeze-thaw area.
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2 BIDDING
Replace section 2-1.03 with:
2-1.03 MANDATORY PREBID MEETING
The Department will conduct a mandatory prebid meeting for this contract. The purpose of the meeting is
to provide small businesses the opportunity to meet and interact with prospective bidders and increase
their participation in the performance of contracts.
Each bidder must attend the mandatory prebid meeting. The bidder's representative must be a company
officer, project superintendent, or project estimator. For a joint venture, one of the parties must attend the
mandatory prebid meeting. The Department does not accept a bid from a bidder who did not attend the
meeting.
A sign-up sheet is used to identify each prospective bidder. Each bidder is required to include the name
and title of the company representative attending the mandatory prebid meeting. The Department may
hold a single prebid meeting for more than 1 contract. Sign the sign-up sheet for the contract you intend
to bid on. If you are bidding on multiple contracts, sign each sign-up sheet for each contract you intend to
bid on.
The successful bidder is required to report each small business hired to work on this Contract as a result
of the mandatory prebid meeting.
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2-1.06B SUPPLEMENTAL PROJECT INFORMATION
Add to section 2-1.06B:
The Department makes the following supplemental project information available:
Supplemental Project Information
Means T Description
Included in the Information Handout Aerially Deposited Lead, Traffic Stripe Paint and
Asbestos Report, Geocon Consultants, Inc., September
2009
Site Investigation Report, Geocon Consultants, Inc.,
December 2009
Soil Management Plan for SR 89 Mousehole - UPRR
Pedestrian Undercrossing Improvement Project,
Holdrege & Kull
Project Report and Supplemental Project Report
Caltrans Environmental Certification - Re-Validation -
IS-ND
Underground Classification No. C039-057-12T, State of
California Division of Occupational Safety and Health,
Mining and Tunneling Unit, October 5, 2011
UPRR Construction and Maintenance Agreement
UPRR Guidelines for Temporary Shoring
Geotechnical Design Report, Shannon &Wilson Inc.
Storm Water Data Report
California State Fire Marshall Information Bulletin No.
03-001 Encroachments Into Or On Pipeline Easements
Recorded Mobile Home Park Permit to Enter and
Construct
Town of Truckee Construction Waste Management
Compliance Plan
SW Gas Relocation Plans
Truckee-Donner PUD Water Line Relocation Plans
Bridge as-built drawings
2-1.12 DISADVANTAGED BUSINESS ENTERPRISES
Add to section 2-1.12B:
2-1.12B(1) General
Under 49 CFR 26.13(b):
The contractor, sub recipient or subcontractor shall not discriminate on the basis of race, color,
national origin, or sex in the performance of this contract. The contractor shall carry out applicable
requirements of 49 CFR part 26 in the award and administration of DOT-assisted contracts. Failure by
the contractor to carry out these requirements is a material breach of this contract, which may result in the
termination of this contract or such other remedy as the recipient deems appropriate.
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2-1.12B(2) DBE Commitment Submittal
Submit Local Agency Bidder DBE Commitment (Construction Contracts), Exhibit 15-G, form, included in
the Bid book. If the form is not submitted with the bid, remove the form from the Bid book before
submitting your bid.
If you do not submit the DBE Commitment form within the specified time, the Agency finds your bid
nonresponsive.
2-1.12B(3) Good Faith Efforts Submittal
Good faith efforts documentation must include the following information and supporting documents, as
necessary:
1. Items of work you have made available to DBE firms. Identify those items of work you might
otherwise perform with its own forces and those items that have been broken down into
economically feasible units to facilitate DBE participation. For each item listed, show the dollar
value and percentage of the total contract. It is your responsibility to demonstrate that sufficient
work to meet the goal was made available to DBE firms.
2. Names of certified DBEs and dates on which they were solicited to bid on the project. Include the
items of work offered. Describe the methods used for following up initial solicitations to determine
with certainty if the DBEs were interested, and the dates of the follow-up. Attach supporting
documents such as copies of letters, memos, facsimiles sent, telephone logs, telephone billing
statements, and other evidence of solicitation. You are reminded to solicit certified DBEs through
all reasonable and available means and provide sufficient time to allow DBEs to respond.
3. Name of selected firm and its status as a DBE for each item of work made available. Include
name, address, and telephone number of each DBE that provided a quote and their price quote.
If the firm selected for the item is not a DBE, provide the reasons for the selection.
4. Name and date of each publication in which you requested DBE participation for the project.
Attach copies of the published advertisements.
5. Names of agencies and dates on which they were contacted to provide assistance in contacting,
recruiting, and using DBE firms. If the agencies were contacted in writing, provide copies of
supporting documents.
2. List of efforts made to provide interested DBEs with adequate information about the plans,
specifications, and requirements of the contract to assist them in responding to a solicitation. If
you have provided information, identify the name of the DBE assisted, the nature of the
information provided, and date of contact. Provide copies of supporting documents, as
appropriate.
3. List of efforts made to assist interested DBEs in obtaining bonding, lines of credit, insurance,
necessary equipment, supplies, and materials, excluding supplies and equipment that the DBE
subcontractor purchases or leases from the prime contractor or its affiliate. If such assistance is
provided by you, identify the name of the DBE assisted, nature of the assistance offered, and
date assistance was provided. Provide copies of supporting documents, as appropriate.
4. Any additional data to support demonstration of good faith efforts.
The Agency may consider DBE commitments of the 2nd and 3rd bidders when determining whether the
low bidder made good faith efforts to meet the DBE goal.
Add to section 2-1:
2-1.13 Subcontractor and Disadvantaged Business Enterprise Records
Use each DBE subcontractor as listed on the List of Subcontractors form and the Local Agency Bidder
DBE Commitment(Construction Contracts), Exhibit 15-G, forms unless you receive authorization for a
substitution.
The Agency requests the Contractor to:
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1. Notify the Engineer of any changes to its anticipated DBE participation
2. Provide this notification before starting the affected work
Maintain records including:
1. Name and business address of each 1 st-tier subcontractor
2. Name and business address of each DBE subcontractor, DBE vendor, and DBE trucking company,
regardless of tier
3. Date of payment and total amount paid to each business
If you are a DBE contractor, include the date of work performed by your own forces and the
corresponding value of the work.
Before the 15th of each month, submit a Monthly DBE Trucking Verification form.
If a DBE is decertified before completing its work, the DBE must notify you in writing of the decertification
date. If a business becomes a certified DBE before completing its work, the business must notify you in
writing of the certification date. Submit the notifications. On work completion, complete a Disadvantaged
Business Enterprises (DBE) Certification Status Change, Exhibit 17-0, form. Submit the form within 30
days of contract acceptance.
Upon work completion, complete a Final Report— Utilization of Disadvantaged Business Enterprises
(DBE), First-Tier Subcontractors, Exhibit 17-F, form. Submit it within 90 days of contract acceptance.
The Agency withholds $10,000 until the form is submitted. The Agency releases the withhold upon
submission of the completed form.
Add to section 2-1:
2-1.14 Performance of Disadvantaged Business Enterprises
DBEs must perform work or supply materials as listed in the Local Agency Bidder DBE Commitment
(Construction Contracts), Exhibit 15-G, included in the Bid.
Do not terminate or substitute a listed DBE for convenience and perform the work with your own forces or
obtain materials from other sources without authorization from the Agency.
The Agency authorizes a request to use other forces or sources of materials if it shows any of the
following justifications:
1. Listed DBE fails or refuses to execute a written contract based on plans and specifications for the
project.
2. You stipulated that a bond is a condition of executing the subcontract and the listed DBE fails to meet
your bond requirements.
3. Work requires a contractor's license and listed DBE does not have a valid license under Contractors
License Law.
4. Listed DBE fails or refuses to perform the work or furnish the listed materials.
5. Listed DBE's work is unsatisfactory and not in compliance with the contract.
6. Listed DBE is ineligible to work on the project because of suspension or debarment.
2. Listed DBE becomes bankrupt or insolvent.
3. Listed DBE voluntarily withdraws with written notice from the Contract.
4. Listed DBE is ineligible to receive credit for the type of work required.
5. Listed DBE owner dies or becomes disabled resulting in the inability to perform the work on the
Contract.
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6. Agency determines other documented good cause.
Notify the original DBE of your intent to use other forces or material sources and provide the reasons.
Provide the DBE with 5 days to respond to your notice and advise you and the Agency of the reasons
why the use of other forces or sources of materials should not occur. Your request to use other forces or
material sources must include:
1. 1 or more of the reasons listed in the preceding paragraph.
2. Notices from you to the DBE regarding the request
3. Notices from the DBEs to you regarding the request
If a listed DBE is terminated, make good faith efforts to find another DBE to substitute for the original
DBE. The substitute DBE must perform at least the same amount of work as the original DBE under the
contract to the extent needed to meet the DBE goal.
The substitute DBE must be certified as a DBE at the time of request for substitution.
Unless the Agency authorizes (1) a request to use other forces or sources of materials or(2) a good faith
effort for a substitution of a terminated DBE, the Agency does not pay for work listed on the Local Agency
Bidder DBE Commitment (Construction Contracts), Exhibit 15-G, form unless it is performed or supplied
by the listed DBE or an authorized substitute.
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3 CONTRACT AWARD AND EXECUTION
3-1.04 CONTRACT AWARD
Replace the second paragraph in section 3-1.04 with:
The Town reserves the right to retain all bids for a period of sixty (60) days for examination and
comparison, and to delete any portion of the work from the contract. The Town reserves the right to
reject any and all bids and to waive any informality in such bids.
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4 SCOPE OF WORK
4-1.04 USE OF MATERIALS FOUND ON THE JOB SITE
Add to section 4-1.04:
You must, to the greatest extent possible, use excavated material from the job site as roadway
embankment and as structure backfill. Material to be used as roadway embankment and structural
backfill must comply with section 19 "Earthwork". No additional compensation will be allowed for using
materials found on the job site as roadway embankment and structure backfill.
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5 CONTROL OF WORK
5-1.13 SUBCONTRACTING
Add to section 5-1.13A:
The Town reserves the right to verify that the subcontractor contracts contain all the necessary
provisions.
5-1.20B Permits, Licenses, Agreements, and Certifications
5-1.20B(3) After Award
Add to section 5-1.20B(3):
ENCROACHMENT PERMIT
Prior to start of work within the State of California's right-of-way or work affecting the State of California
facilities, the contractor must obtain an Encroachment Permit at the following State of California
Transportation office:
Caltrans District 3 - Traffic Operations
Office of Encroachment Permits
703 B Street, Marysville, CA 95901
There will be no fee to the Contractor for the encroachment permit.
Full compensation for conforming to the requirements in this permit, including the cost of any permit fees
that may be required by the State, if any, is included in the contract prices paid for the various items of
work and no additional compensation will be allowed therefore.
TOWN OF TRUCKEE BUILDING PERMIT
The transit shelter will be constructed under a Town of Truckee Building Permit. All work on the project is
subject to the conditions of the permit. Permit review is complete and the permit is approved. You are
responsible for the cost of the building permit fee which is estimated to be $5,000.00. Full compensation
for the estimated cost of the Building Permit is included in the contract lump sum price paid for Transit
Shelter(section 99-1).
Add to section 5-1.20C:
5-1.20C RAILROAD RELATIONS AND INSURANCE REQUIREMENTS
5-1.20C(1) GENERAL
The term "Railroad" shall mean the Union Pacific Railroad Company.
It is expected that the Railroad will cooperate with the Contractor to the end that the work may be handled
in an efficient manner. However, except for the additional compensation provided for hereinafter for
delays in completion of specific unit of work to be performed by the Railroad, and except as provided in
Public Contracts Code Section 7102, the Contractor shall have no claim for damages, extension of time,
or extra compensation in the event his work is held up by work performed by the Railroad.
The Contractor must understand the Contractor's right to enter Railroad's property is subject to the
absolute right of Railroad to cause the Contractor's work on Railroad's property to cease if, in the opinion
of Railroad, Contractor's activities create a hazard to Railroad's property, employees, and operations.
The Contractor shall comply with the provisions of the Construction and Maintenance Agreement, acquire
a Right of Entry from the Railroad and provide insurance binders as listed herein and the Right of Entry
Agreement.
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5-1.20C(2) RAILROAD REQUIREMENTS
The Contractor shall notify Peggy Ygbuhay, Manager Industry and Public Projects, 9451 Atkinson Street,
Roseville, CA 95747, Telephone (916) 789-5152, and the Engineer, in writing, at least 10 working days
before performing any work on, or adjacent to the property or tracks of the Railroad.
The Contractor shall cooperate with the Railroad where work is over or under the tracks, or within the
limits of Railroad property, to expedite the work and avoid interference with the operation of railroad
equipment.
The Contractor shall comply with the rules and regulations of Railroad or the instructions of its
representatives in relation to protecting the tracks and property of Railroad and the traffic moving on such
tracks, as well as the wires, signals and other property of Railroad, its tenants or licensees, at and in the
vicinity of the work during the period of construction. The responsibility of the Contractor for safe conduct
and adequate policing and supervision of its work at the job site shall not be lessened or otherwise
affected by the presence at the work site of Railroad representatives, or by the Contractor's compliance
with any requests or recommendations made by Railroad representatives.
The Contractor shall perform work to not endanger or interfere with the safe operation of the tracks and
property of Railroad and traffic moving on such tracks, as well as wires, signals and other property of
Railroad, its tenants or licensees, at or in the vicinity of the work.
The Contractor shall take protective measures to keep railroad facilities, including track ballast, free of
sand or debris resulting from his operations. Damage to railroad facilities resulting from Contractor's
operations will be repaired or replaced by Railroad and the cost of such repairs or replacement shall be
deducted from the Contractor's progress and final pay estimates.
The Contractor shall contact the Railroad's "Call Before You Dig" at least 48 hours prior to commencing
work, at 1-800-336-9193 (a 24 hour number) during normal business hours (7:00 a.m. to 9:00 p.m.
Central Time, Monday through Friday, except holidays —also a 24-hour, 7-day number for emergency
calls)to determine location of fiber optics. If a telecommunications system is buried anywhere on or near
railroad property, the Contractor will coordinate with the Railroad and the Telecommunication
Company(ies)to arrange for relocation or other protection of the system prior to beginning any work on or
near Railroad Property.
The Contractor shall not pile or store any materials nor park any equipment closer than 7.62-meter(25'-
0")to the centerline of the nearest track, unless directed by Railroad's representative.
The Contractor shall also abide by the following temporary clearances during the course of construction:
12'-0" horizontally from centerline of track
21'-0" vertically above top of rail
The temporary vertical construction clearance above provided will not be permitted until authorized by the
Public Utilities Commission.
Walkways with railing shall be constructed by Contractor over open excavation areas when in close
proximity of tracks, and railings shall not be closer than 8'-6" horizontally from centerline of the nearest
track, if tangent, or 9'-6" if curved.
Infringement on the above temporary construction clearances by the Contractor's operations shall be
submitted to the Railroad by the Engineer, and shall not be undertaken until approved by the Railroad,
and until the Engineer has obtained any necessary authorization from any governmental body or bodies
having jurisdiction thereover. No extension of time or extra compensation will be allowed in the event the
Contractor's work is delayed pending Railroad approval and governmental authorization.
When the temporary vertical clearance is less than 22'-6" above top of rail, Railroad shall have the option
of installing tell-tales or other protective devices Railroad deems necessary for protection of Railroad
trainmen or rail traffic.
Four sets of plans, in 11"x 17"format, and two sets of calculations showing details of construction
affecting Railroad's tracks and property not included in the contract plans, including but not limited to
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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shoring and falsework, shall be submitted to the Engineer for review prior to submittal to Railroad for final
approval. Fassework shall comply with railroad guidelines. Demolition of existing structures shall comply
with Railroad guidelines. Shoring shall be designed in accordance with Railroad's shoring requirement of
drawing No. 106613 and guidelines for shoring and falsework, latest edition, issued by Railroad's Office
of Chief Engineer. Shoring and falsework plans and calculations shall be prepared and signed by a
professional civil engineer registered in the State of California. This work shall not be undertaken until
such time as the Railroad has given such approval. Review by Railroad may take up to 12 weeks after
receipt of all necessary information on all submittals.
The Contractor shall notify the Engineer in writing, at least 25 calendar days but not more than 40 days in
advance of the starting date of installing temporary work with less than permanent clearance at each
structure site. The Contractor shall not be permitted to proceed with work across railroad tracks until this
requirement has been met. No extension of time or extra compensation will be allowed if the Contractor's
work is delayed due to failure to comply with the requirements in this paragraph.
Private crossings at grade over tracks of Railroad for the purpose of hauling earth, rock, paving or other
materials will not be permitted. If the Contractor, for the purpose of constructing highway-railway grade
separation structures, including construction ramps thereto, desires to move equipment or materials
across Railroad's tracks, the Contractor shall first obtain permission from Railroad. Should Railroad
approve the crossing, the Contractor shall execute Railroad's form of Contractor's Road Crossing
Agreement. By this agreement, the Contractor shall bear the cost of the crossing surface,with warning
devices that might be required. The Contractor shall furnish its own employees as flagmen to control
movements of vehicles on the private roadway and shall prevent the use of such roadway by
unauthorized persons and vehicles.
Blasting will be permitted only when approved by the Railroad.
The Contractor shall, upon completion of the work covered by this contract to be performed by the
Contractor upon the premises or over or beneath the tracks of Railroad, promptly remove from the
premises of Railroad, Contractor's tools, implements and other materials, whether brought upon said
premises by said Contractor or any subcontractor, employee or agent of said Contractor, and cause said
premises to be left in a clean and presentable condition.
Under-track pipeline installations shall be constructed in accordance with Railroad's current standards
which may be obtained from Railroad. The general guidelines are as follows:
Edges of jacking or boring pit excavations shall be a minimum of 20 feet from the centerline of the
nearest track.
If the pipe to be installed under the track is 4 inches in diameter or less, the top of the pipe shall
be at least 42 inches below base of rail.
If the pipe diameter is greater than 4 inches in diameter, it shall be encased and the top of the
steel pipe casing shall be at least 66 inches below base of rail.
Installation of pipe or conduit under Railroad's tracks shall be done by dry bore and jack method.
Hydraulic jacking or boring will not be permitted.
Safety of personnel, property, rail operations and the public is of paramount importance. As
reinforcement and in furtherance of overall safety measures to be observed by the Contractor(and not by
way of limitation), the following special safety rules shall be followed:
a) The Contractor shall keep the job site free from safety and health hazards and ensure that its
employees are competent and adequately trained in all safety and health aspects of the job. The
Contractor shall have proper first aid supplies available on the job site so that prompt first aid
services can be provided to any person that may be injured on the job site. The Contractor shall
promptly notify the Railroad of any U.S. Occupational Safety and Health Administration reportable
injuries occurring to any person that may arise during the work performed on the job site. The
Contractor shall have a non-delegable duty to control its employees while they are on the job site
or any other property of the Railroad to be certain they do not use, be under the influence of, or
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have in their possession any alcoholic beverage, drug, narcotic or other substance that may
inhibit the safe performance of work by the employee.
b) The employees of the Contractor shall be suitably dressed to perform their duties safely and in a
manner that will not interfere with their vision, hearing or free use of their hands or feet. Only
waist length shirts with sleeves and trousers that cover the entire leg are to be worn. If flare-
legged trousers are worn, the trouser bottoms must be tied to prevent catching. The employees
should wear sturdy and protective work boots and at least the following protective equipment:
1. Protective head gear that meets American National Standard-Z89.1-latest revision. It is
suggested that all hardhats be affixed with the Contractor's or the subcontractor's
company logo or name.
2. Eye protection that meets American National Standard for occupational and educational
eye and face protection, Z87.1-latest revision. Additional eye protection must be
provided to meet specific job situations such as welding, grinding, burning, etc.; and
3. Hearing protection which affords enough attenuation to give protection from noise levels
that will be occurring on the job site.
c) All heavy equipment provided or leased by the Contractor shall be equipped with audible back-up
warning devices. If in the opinion of the Railroad Representative any of the Contractor's or the
subcontractor's equipment is unsafe for use on the Railroad's right-of-way, the Contractor, at the
request of the Railroad representative, shall remove such equipment from the Railroad's right-of-
way.
5-1.20C(3) PROTECTION OF RAILROAD FACILITIES
Upon advance notification of not less than 30 working days by the Contractor, Railroad representatives,
conductors, flagmen or watchmen will be provided by Railroad to protect its facilities, property and
movements of its trains or engines.
Notice shall be made to Peggy Ygbuhay of Railroad at(916) 789-5152. At the time of notification, the
Contractor shall provide Railroad with a schedule of dates that flagging services will be needed, as well
as times, if outside normal working hours. Subsequent deviation from the schedule shall require 30
working days advance notice from the first affected date. It is the Contractor's responsibility to request the
Railroad to furnish such personnel or other protective devices under the following circumstances:
(a) When any part of any equipment is standing, being operated, or has the potential to be operated
within 25 feet, measured horizontally, from centerline of any track on which trains may operate, or
when any erection or construction activities are in progress within such limits, regardless of
elevation above or below track.
(b) For any excavation below elevation of track subgrade if, in the opinion of Railroad's
representative, track or other Railroad facilities may be subject to settlement or movement.
During jack and bore operations under the tracks, railroad flagging will be required 24-hours a
day.
(c) During any clearing, grubbing, grading or blasting in proximity to Railroad which, in the opinion of
Railroad's representative, may endanger Railroad facilities or operations.
(d) During any of Contractor's operations when, in the opinion of Railroad's representatives, Railroad
facilities, including, but not limited to, tracks, buildings, signals, wire lines or pipe lines, may be
endangered.
The Railroad basis for the estimated cost for flagging for this project is set forth as follows:
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$1,800 per each 12-hour daytime weekday work period
$2,100 per each 12-hour daytime weekend and holiday work period
$2,100 per each 12-hour nighttime work period
Railroad flagging costs will be charged per 12-hour period. The 12-hour flagging cost will be charged per
day regardless of whether Railroad Flagging is required for 12 hours or less.
The cost of flagging and inspection provided by Railroad during the period of constructing that portion of
the project located on or near Railroad property, as deemed necessary for the protection of Railroad's
facilities and trains, will be borne by the State for the following number of days and nights beginning on
the date work commences on or near the property of Railroad:
Daytime Weekday 12-Hour Flagging: 125
Daytime Weekend and Holiday 12-Hour Flagging: 18
Nighttime 12-Hour Flagging: 35
Should the Contractor require additional flagging beyond what is identified above, the Contractor shall pay
to the State the additional flagging costs that are charged by the Railroad. Should the Contractor require
less flagging than identified in the above table, the Contractor shall be compensated by the State an
amount equal to half the cost of the flagging that was not required.
The Contractor will be responsible for insuring adequate Railroad flagging is provided, including but not
limited to, providing a schedule of work to Railroad to determine which activities will require flagging.
Penalties incurred by Railroad because of work performed without adequate notification, flagging, or other
protective devices, may include project shut down and/or the need for additional flagging days. Cost
associated with such penalties will be the responsibility of the Contractor and no additional compensation
will be made to the Contractor for such costs.
At the direction of the UPRR flag person, upon approach of a train, and when trains are present on the
tracks, the tracks must be cleared and all work stopped (i.e., no construction equipment, materials or
personnel within 25 feet from the tracks, or as directed by the UPRR Designated Representative) until the
Designated Representative (flagman) provides an all clear to resume work. Full compensation for the
suspension of work is included in the contract prices paid for various items of work and no additional
compensation will be allowed therefore.
Retention shall not be released until the State receives a final invoice from the Railroad for flagging costs.
5-1.20C(4)WORK BY RAILROAD
The following work by Railroad will be performed by Railroad forces and is not a part of the work under
this contract.
1. The Railroad will perform preliminary engineering inspection and flagging as specified in Section
5-1.20C(3), "Protection of Railroad Facilities,"of these special provisions.
2. Underground railroad communication line in vicinity of proposed Structure.
3. Remove advertising signboards and signboard appurtenances.
4. Temporary crossings at grade over tracks of Railroad for the purpose of hauling earth, rock,
paving or other materials will not be permitted. If the Contractor, for the purpose of constructing
highway-railway grade separation structures, including construction ramps thereto, desires to
move equipment or materials across Railroad's tracks, the Contractor shall first obtain permission
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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from Railroad via the State Engineer. Should Railroad approve the temporary crossing, State
shall execute a Service Contract with Railroad for Railroad to construct the temporary crossing.
Under the Service Contract, State shall bear the cost of the crossing surface, warning devices
and other components that might be required. Notwithstanding State's Service Contract with
Railroad, the Contractor is required to execute Railroad's form of Contractor's Haul Road
Crossing Agreement. Railroad, at State's expense, shall provide flagmen to control movements
of vehicles across the temporary crossing. State and its Contractor shall prevent the use of such
temporary crossing by unauthorized persons and vehicles.
5-1.20C(5) DELAYS DUE TO WORK BY RAILROAD
No delay due to work by the Railroad is anticipated.
If a delay due to work by Railroad occurs, an extension of time determined pursuant to the provisions in
Section 8-1.078, "Time Adjustments,"of the Standard Specifications will be considered.
If delays due to work by the Railroad occur, and the Contractor sustains loss which, in the opinion of the
Engineer, could not have been avoided by the judicious handling of forces, equipment and plant, the
amount of said loss shall be determined as provided in Section 8-1.07C, "Payment Adjustments,"of the
Standard Specifications.
5-1.20C(6) LEGAL RELATIONS
The provisions of section 5-1.20C, "Railroad Relations and Insurance Requirements" and the provisions
of section 5-1.20C(7), "Railroad Protective Insurance,"shall inure directly to the benefit of Railroad.
5-1.20C(7) RAILROAD PROTECTIVE INSURANCE
In addition to any other form of insurance or bonds required under the terms of the contract and
specifications, the Contractor will be required to carry insurance of the kinds and in the amounts
hereinafter specified.
Such insurance shall be approved by the Railroad before any work is performed on Railroad's property
and shall be carried until all work required to be performed on or adjacent to the Railroad's property under
the terms of the contract is satisfactorily completed as determined by the Engineer, and thereafter until all
tools, equipment and materials have been removed from Railroad's property and such property is left in a
clean and presentable condition.
Full compensation for all premiums which the Contractor is required to pay on all the insurance described
hereinafter shall be considered as included in the prices paid for the various items of work to be
performed under the contract, and no additional allowance will be made therefor or for additional
premiums which may be required by extensions of the policies of insurance.
The following insurance coverage will be required:
A. Commercial General Liability Insurance. Commercial general liability (CGL)with a limit of not
less than $5,000,000 each occurrence and an aggregate limit of not less than $10,000,000. CGL
insurance must be written on ISO occurrence form CG 00 01 12 04 (or a substitute form providing
equivalent coverage).
The policy must also contain the following endorsement, which must be stated on the certificate
of insurance:
• Contractual Liability Railroads ISO form CG 24 17 10 01 (or a substitute form providing
equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated
Job Site.
• Designated Construction Project(s)general Aggregate Limit ISO form CG 25 03 03 97 (or
substitute form providing equivalent coverage)showing the project on the form schedule.
B. Business Automobile Coverage Insurance. Business auto coverage written on ISO form CA 00
01 (or a substitute form providing equivalent liability coverage)with a combined single limit of not
less $5,000,000 for each accident.
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The policy must contain the following endorsements, which must be stated on the certificate of
insurance:
• Coverage For Certain Operations In Connection With Railroads ISO form CA 20 70 10 01 (or
a substitute form providing equivalent coverage) showing "Union Pacific Property" as the
Designated Job Site.
• Motor Carrier Act Endorsement- Hazardous materials clean up (MCS-90) if required by law.
C. Workers' Compensation and Employers' Liability Insurance. Coverage must include but not be
limited to:
• Contractor's statutory liability under the workers' compensation laws of the State of California.
• Employers' Liability(Part B)with limits of at least$500,000 each accident, $500,000 disease
policy limit$500,000 each employee.
If Contractor is self-insured, evidence of state approval and excess workers compensation
coverage must be provided. Coverage must include liability arising out of the U. S.
Longshoremen's and Harbor Workers'Act, the Jones Act, and the Outer Continental Shelf Land
Act, if applicable.
The policy must contain the following endorsement, which must be stated on the certificate of
insurance:
• Alternate Employer endorsement ISO form WC 00 03 01 A(or a substitute form providing
equivalent coverage) showing Railroad in the schedule as the alternate employer(or a
substitute form providing equivalent coverage).
D. Railroad Protective Liability Insurance. Contractor must maintain Railroad Protective Liability
insurance written on ISO occurrence form CG 00 35 12 04 (or a substitute form providing
equivalent coverage)on behalf of Railroad as named insured, with a limit of not less than
$2,000,000 per occurrence and an aggregate of$6,000,000. A binder stating the policy is in
place must be submitted to Railroad before the work may be commenced and until the original
policy is forwarded to Railroad.
E. Umbrella or Excess Insurance. If Contractor utilizes umbrella or excess policies, these policies
must"follow form" and afford no less coverage than the primary policy.
F. Pollution Liability Insurance. Pollution liability coverage must be written on ISO form Pollution
Liability Coverage Form Designated Sites CG 00 39 12 04 (or a substitute form providing
equivalent liability coverage), with limits of at least$5,000,000 per occurrence and an aggregate
limit of$10,000,000.
If the scope of work as defined in this Agreement includes the disposal of any hazardous or non-
hazardous materials from the job site, Contractor must furnish to Railroad evidence of pollution
legal liability insurance maintained by the disposal site operator for losses arising from the
insured facility accepting the materials, with coverage in minimum amounts of$1,000,000 per
loss, and an annual aggregate of$2,000,000.
Other Requirements
G. All policy(ies) required above (except worker's compensation and employers liability) must
include Railroad as "Additional Insured" using ISO Additional Insured Endorsements CG 20 26,
and CA 20 48 (or substitute forms providing equivalent coverage). The coverage provided to
Railroad as additional insured shall, to the extent provided under ISO Additional Insured
Endorsement CG 20 26, and CA 20 48 provide coverage for Railroad's negligence whether sole
or partial, active or passive, and shall not be limited by Contractor's liability under the indemnity
provisions of this Agreement.
H. Before Contractor commences any work, the Contractor shall, except to the extent prohibited by
law; (1) require each of its subcontractors to include the Contractor as "Additional Insured" in the
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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subcontractor's Commercial Liability policy and Business Automobile policies with respect to all
liabilities arising out of the subcontractor's performance of work on behalf of the Contractor by
endorsing these policies with ISO Additional Insured Endorsements CG 20 26, and CA 20 48 (or
substitute forms providing equivalent coverage; (2) require each of its subcontractors to endorse
their Commercial General Liability Policy with "Contractual Liability Railroads" ISO Form CG 24
17 10 01 (or a substitute form providing equivalent coverage)for the job site; and (3) require each
of its subcontractors to endorse their Business Automobile Policy with "Coverage for Certain
Operations In Connection With Railroads" ISO Form CA 20 70 10 01 (or a substitute form
providing equivalent coverage)for the job site.
I. Punitive damages exclusion, if any, must be deleted (and the deletion indicated on the certificate
of insurance), unless the law governing this Agreement prohibits all punitive damages that might
arise under this Agreement.
J. Contractor waives all rights of recovery, and its insurers also waive all rights of subrogation of
damages against Railroad and its agents, officers, directors and employees. This waiver must be
stated on the certificate of insurance.
K. Prior to commencing the work, Contractor shall furnish Railroad with a certificate(s)of insurance,
executed by a duly authorized representative of each insurer, showing compliance with the
insurance requirements in this Agreement.
L. All insurance policies must be written by a reputable insurance company acceptable to Railroad
or with a current Best's Insurance Guide Rating of A- and Class VII or better, and authorized to
do business in the State of California.
M. The fact that insurance is obtained by Contractor or by Railroad on behalf of Contractor will not
be deemed to release or diminish the liability of Contractor, including, without limitation, liability
under the indemnity provisions of this Agreement. Damages recoverable by Railroad from
Contractor or any third party will not be limited by the amount of the required insurance coverage.
Contractor and its insurers shall endorse the required insurance policy(ies)to waive their right of
subrogation against Railroad. Contractor and its insurers also waive their right of subrogation against
Railroad for loss of its owned or leased property or property under its care, custody and control.
Contractor's insurance shall be primary with respect to any insurance carried by Railroad. The policy(ies)
required under(a) and (b)above shall provide severability of interests and shall name Railroad as an
additional insured.
Prior to commencing the Work, Contractor shall furnish to Railroad certificate(s)of insurance evidencing
the required coverage and endorsements and upon request, a certified duplicate original of any required
policy. The certificate(s)shall contain a provision that obligates the insurance company(ies) issuing such
policy(ies)to notify Railroad in writing of any material alteration including any change in the retroactive
date in any"claims-made" policies or substantial reduction of aggregate limits, if such limits apply, or any
cancellation at least thirty(30)days prior thereto.
The insurance policy(ies)shall be written by a reputable insurance company(ies)acceptable to Railroad
or with a current Best's Insurance Guide Rating of B and Class VII or better, and authorized to do
business in the state(s) in which the Work is located.
Contractor warrants that this Agreement has been thoroughly reviewed by Contractor's insurance
agent(s)/broker(s), who has been instructed by Contractor to procure the insurance coverage required by
this Agreement.
If Contractor fails to procure and maintain insurance as required, Railroad may elect to do so at the cost
of Contractor.
The fact that insurance is obtained by Contractor shall not be deemed to release or diminish the liability of
Contractor, including, without limitation, liability under the indemnity provisions of this Agreement.
Damages recoverable by Railroad shall not be limited by the amount of the required insurance coverage.
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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5-1.20C(8) PAYMENT
Full compensation for all work required under this section 5-1.20C, except for Railroad Flagging, is
included in the contract price paid for"Bore and Jack CIP Concrete Box" and no additional compensation
will be allowed therefor.
Railroad Flagging will be paid for as days of"Railroad Flagging".
5-1.23 SUBMITTALS
Add to section 5-1.23:
Depending on the time of year of contract award, submittal preparation and review can occur prior to the
start of or during winter suspension of working days.
Submittals must be complete in order for the specified review period to start. In order to be considered
complete, the submittal must be in the correct format, contain adequate detail, be error free, and be
consistent with the requirements of the Special Provisions. Submittals returned to the Contractor as
marked "Refected", "Revise and Resubmit", or"Submit Specified Item"will include the Engineer's
comments. The Contractor shall address the Engineer's comments in its resubmittal, and the Contractor's
correction shall be clearly identified in the resubmittal to assist the Engineer's review.
"Resubmittal" shall be considered a new submittal; a new submittal review period of the duration specified
for the original submittal shall begin upon receipt of the resubmittal by the Engineer. No extension of
Contract Time will be allowed for resubmittals. All submittals required of the Contractor shall be provided
by the Contractor. The Contractor acknowledges that its failure to timely provide or complete all
submittals will place an extra and unnecessary burden on the Engineer in meeting other obligations and
exposes the Owner to increased costs associated with delay in the completion of the Work. The
Contractor agrees that failure to provide and complete all submittals is cause for the Engineer to withhold
Payment in the progress estimate for any and all Bid items where the Contractor has failed to comply with
the specified requirement to provide such submittal.
Replace section 5-1.26 with:
5-1.26 CONSTRUCTION SURVEYS
Place stakes and marks under Chapter 12, "Construction Surveys,"of the Caltrans Surveys Manual. The
Town of Truckee provides control points for design and construction as shown on the Project Control plan
sheet. You must perform all other required field survey work that is described as the responsibility of
"Department", "Engineer", "RE" or"Surveys" in Chapter 12, "Construction Surveys" of the Caltrans
Surveys Manual.
Preserve control points placed by the Town. If the control points are disturbed or destroyed, replace them
at your cost. The elevation and geospatial location of new control points must be collected, referenced,
and provided to the Town of Truckee for their records.
Payment for placing stakes, marks and replacement control is paid for as Construction Staking. No
additional compensation will be allowed for replacement or restaking.
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5-1.36D NONHIGHWAY FACILITIES
Add to section 5-1.36D:
The utility owner will relocate a utility shown in the following table before the corresponding date shown:
Utility Relocation and Date of the Relocation
Utility Location Date
Tri irLoo rinnnor Di ihlir I I#ilifii Plic4rir#
"A41 rPiQ+2n tp "A41 ID" ':2: +Qv OGt()bGF 152014
1:2k\/OHClontrin I i '
Truckee Donner Public Utility District "MUP" 13+30 to "MUP" 18+30 September 30, 2014
12"ACP Water Line
SW Gas Corp. 2" Plastic Gas Line "MUP" 11+34, "MUP" 17+67 October 1, 2014
SW Gas Corp. 4" Plastic Gas Line "MUP" 32+53 to "MUP" 33+45 October 1, 2014
SW Gas Corp. 8" Steel Gas Line "MUP" 11+30, "MUP" 17+97 October 1, 2014
Note that SW Gas Corp abandoned 4" plastic gas line in place.
Installation of the utilities shown in the following table requires coordination with your activities. Make the
necessary arrangements with the utility company through the Engineer and submit a schedule:
1. Verified by a representative of the utility company
2. Allowing at least the time shown for the utility owner to complete its work
Utility Relocation and Contractor-Arranged Time for the Relocation
Utility Utility address Location Days
PO Box 1190, 24A-580 "MUP" 20+81 LT
SW Gas Corp. Gas Vent Carson City, NV 89702- "MUP" 21+55 LT 10 Days
Pipes 1190
"MUP" 23+60 LT
Truckee Donner PUD
Truckee Donner Public 11570 Donner Pass "MUP" 20+30 to "MUP"
Utility District 12kV OH Road 22+00 10 Days
Electric Line Truckee, California
96161
To allow MUP Tunnel construction, the utility owner will rearrange the utilities shown in the following table
during construction activities. No other utility will be rearranged or temporarily deactivated before or
during construction activities for this purpose unless you make arrangements with the utility owner. Notify
the Engineer at least 30 days before the interfering utilities are to be rearranged. The Engineer notifies
the utility owners.
Utility Rearrangement for Pile Driving, Drilling Activities, or Substructure Construction
Utility Location
SW Gas Corp. 8" Steel Gas Line (to be
temporarily deactivated by SW Gas from MUP Tunnel
approximately May 15 to October 1, depending
on the weather-exact dates must be coordinated
with SW Gas)
5-1.3611)(1) Kinder-Morgan Petroleum Pipeline
5-1.36D(1)a References
See section 48-6 "Bore and Jack Installation" for requirements of the bore and jack installation.
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See California State Fire Marshall Information Bulletin No. 03-001 "Encroachments Into Or On Pipeline
Easements" (a copy is in the Information Handout).
5-1.36D(1)b Submittal
Expose (pothole)the Kinder-Morgan (KM) petroleum pipeline to determine the exact alignment and depth
of the line. Submit drawings to show details of your proposed casting and jacking slab and jacking
reaction pile in the vicinity of the KM pipeline, and submit calculations of soil stress distribution on the KM
petroleum pipeline due to casting and jacking slab and jacking reaction pile deflection. Include a
description of the equipment that is proposed to be used for boring and jacking. Include a schedule of
activities for the duration of the project. Provide a copy of the complete submittal to the Engineer for
review prior to submittal to Kinder-Morgan. Allow up to 12 weeks for this submittal to be reviewed and
approved by Kinder-Morgan prior to the start of any construction operations in the vicinity of the
petroleum pipeline.
5-1.36D(1)c Construction
• Meet with KM representatives prior to construction to provide and receive notification listings for
appropriate area operations and emergency personnel. KM's on-site representative will
require discontinuation of any work that, in his opinion, endangers the operations or
safety of personnel, pipelines or facilities.
• Expose the KM pipeline prior to preparation of the required submittal, to determine the exact
alignment and depth of the lines. A KM representative must be present.
• KM will not allow pipelines to remain exposed overnight without consent of KM designated
representative. You may be required to backfill pipelines at the end of each day.
• A KM representative shall do all line locating. A KM representative shall be present for hydraulic
excavation. The use of probing rods for pipeline locating shall be performed by KM
representatives only, to prevent unnecessary damage to the pipeline coating.
• Give notification to KM at least 72 hours before start of construction. A schedule of activities for
the duration of the project must be made available at that time to facilitate the scheduling of
Kinder Morgan, Inc.'s work site representative. Any Contractor schedule changes shall be
provided to Kinder Morgan, Inc. immediately.
• Comply with all precautionary measures required by KM to protect its pipeline. When inclement
weather exists, provisions must be made to compensate for soil displacement due to subsidence
of tires. Equipment excavating within ten (10)feet of the KM pipeline must have a plate guard
installed over the teeth to protect the pipeline.
• A KM representative shall be on-site to observe any construction activities within ten (10)feet of a
KM pipeline or aboveground appurtenance. Do not work within this distance without a KM
representative being on site. Only hand excavation is permitted within two (2)feet of KM
pipelines, valves and fittings unless State requirements are more stringent. However, proceed
with extreme caution when within three (3)feet of the pipe.
• A KM representative will monitor construction activity within 25 feet of KM facilities during and
after the activities to verify the integrity of the pipeline and to ensure the scope and conditions
agreed to have not changed. Monitoring means to conduct site inspections on a pre-determined
frequency based on items such as: scope of work, duration of expected excavator work, type of
equipment, potential impact on pipeline, complexity of work and/or number of excavators
involved.
• Ripping is only allowed when the position of the pipe is known and not within ten (10)feet of KM
facility unless company representative is present.
• Provide temporary support of the exposed KM pipeline if necessary or if required by KM's on-site
representative. Backfill below the exposed lines and 12" above the lines shall be replaced with
sand or other selected material as approved by KM's on-site representative and thoroughly
compacted in 12" lifts to 95% of standard proctor dry density minimum or as approved by KM's
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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on-site representative. This is to adequately protect against stresses that may be caused by the
settling of the pipeline.
• No blasting shall be allowed.
• Report any contact with any KM facility, pipeline, valve set, etc. immediately to KM. If repairs to
the pipe are necessary, they will be made and inspected before the section is re-coated and the
line is back-filled.
5-1.36D(1)d Payment
Full compensation for the KM submittal, for coordination with KM representatives, and for all other
requirements of this section is included in the contract price paid for Bore and Jack CIP Concrete Box,
and no additional compensation will be allowed therefor.
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Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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6 CONTROL OF MATERIALS
6-2.05C Steel and Iron Materials
Add to section 6-2.05C of the RSS:
Note that this is a federal-aid project and the provisions of the Buy America Act apply.
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Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Replace section 7-1.02K(6)(j)(iii) with:
7-1.02K(6)0)(iii) Earth Material Containing Lead
Section 7-1.02K(6)(j)(iii) includes specifications for handling, removing, and disposing of earth material
containing lead.
Submit a lead compliance plan.
Lead is present in earth material on the job site. The average lead concentrations are below 1,000 mg/kg
total lead and below 5 mg/L soluble lead. The material on the job site:
1. Is not a hazardous waste
2. Does not require disposal at a permitted landfill or solid waste disposal facility
Lead has been detected in material to a depth of 3.0 feet in unpaved areas of the highway. Levels of lead
found on the job site range from 5 to 52 mg/kg total lead with an average concentration of 11.7 mg/kg
total lead as analyzed by EPA test method 6010 or EPA test method 7000 series and based upon a 95
percent upper confidence limit.
Handle the material under all applicable laws, rules, and regulations, including those of the following
agencies:
1. Cal/OSHA
2. CA RWQCB, Region 6—SLT
3. CA Department of Toxic Substances Control
If the material is disposed of:
1. Disclose the lead concentration of the material to the receiving property owner when obtaining
authorization for disposal on the property
2. Obtain the receiving property owner's acknowledgment of lead concentration disclosure in the written
authorization for disposal
3. You are responsible for any additional sampling and analysis required by the receiving property
owner
If you choose to dispose of the material at a commercial landfill:
1. Transport it to a Class III or Class II landfill appropriately permitted to receive the material
2. You are responsible for identifying the appropriately permitted landfill to receive the material and for
all associated trucking and disposal costs, including any additional sampling and analysis required by
the receiving landfill
7-1.11 FEDERAL LAWS FOR FEDERAL-AID CONTRACTS
This s a Federal Aid contract and the Federal provisions of the Standard Specifications apply. Comply
with the provisions of the current form FHWA-1273 in the attached Revised Standard Specifications, and
with all other requirements for federal-aid contracts.
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Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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8 PROSECUTION AND PROGRESS
8-1.04 START OF JOB SITE ACTIVITIES
8-1.04C Delayed Start
Replace 'Reserved" in section 8-1.04C with:
Cold weather and snow at the project site may require a delay in the start of work in the spring. You must
take this into account in planning the work and preparing your bid. No additional compensation will be
granted for a delayed start. Working days will be suspended until weather conditions allow work to
occur.
8-1.06 SUSPENSIONS
8-1.06A General
Add to section 8-1.06A:
Cold weather and snow at the project site may require a suspension of work in the fall, until conditions
improve sufficiently to resume work. The Engineer may suspend work wholly or in part when weather
conditions are unsuitable for work progress. You must take this into account in planning the work and
preparing your bid. No additional compensation will be granted for a suspension of work due to adverse
weather conditions.
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Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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9 PAYMENT
9-1.11 Time-Related Overhead
Add to section 9-1.11:
Resident Engineer's Office
Provide the Town Resident Engineer with an office, approximately 100 square feet in floor area including
space heat, electric light and power. Provide a mail slot in the door or a lockable mail box mounted on
the surface of the door. At completion of the project, the office remains your property and must be
removed from the site. The office space may be shared between you and the Town Resident Engineer
but 100 square feet must be designated for Town Resident Engineer use. You may, at your option,
furnish and maintain a trailer-type mobile office acceptable to the Town and providing as a minimum the
facilities specified above. The trailer must be securely anchored to the ground at all four corners to guard
against movement during high winds.
Payment
The contract price paid for Time-Related Overhead includes full compensation for furnishing, maintaining
and removing the Resident Engineer's Office, and no additional compensation will be allowed.
9-1.16C Materials On Hand
Add to section 9-1.16C:
The following items are eligible for progress payment even if they are not incorporated into the work:
1. Temporary Crash Cushion Module
2. Bar Reinforcing Steel
3. Culvert Pipe
4. Miscellaneous Iron and Steel
5. Metal Pedestrian Railing
6. Cable Railing
7. Lighting Fixtures
8. Luminaires
9-1.16F Retentions
Replace section 9-1.16F with:
Five percent (5%) will be deducted from each progress payment and retained by the Town and the
remainder, less the amount of all previous payments, will be paid to the Contractor. Section 4590
(repealed), Chapter 13 of the Government Code, and Sections 10263 and 22300 of the California Public
Contract Code, which approved the substitution of securities for monies retained, do not apply to the
Town of Truckee which is a Charter Town.
The agency shall hold retainage from the prime contractor and shall make prompt and regular
incremental acceptances of portions, as determined by the agency, of the contract work, and pay
retainage to the prime contractor based on these acceptances. The prime contractor, or subcontractor,
must return all monies withheld in retention from a subcontractor within 30 days after receiving payment
for work satisfactorily completed and accepted including incremental acceptances of portions of the
contract work by the agency. Federal law (49CFR26.29) requires that any delay or postponement of
payment over 30 days may take place only for good cause and with the agency's prior written approval.
Any violation of this provision shall subject the violating prime contractor or subcontractor to the penalties,
sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code. These
requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies
otherwise available to the prime contractor or subcontractor in the event of a dispute involving late
payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by
a subcontractor.
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Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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DIVISION II GENERAL CONSTRUCTION
10 GENERAL
10-1.02 WORK SEQUENCING
Add to section 10-1.02:
Per sections 5-1.20C 'Railroad Relations and Insurance Requirements", 19-3.08 "Ground Freezing", 48-6
"Bore and Jack Installation", and 48-7 "Displacement Monitoring/Geotechnical Instrumentation", you
must submit the required certificates and work plans for all work to be done within the UPRR right of way,
including ground freezing, the bore and jack installation of the MUP tunnel, and displacement monitoring,
for review and approval by the Engineer and UPRR, and you must obtain approval of these plans before
any work within the UPRR right of way may commence. No additional compensation or contract time will
be granted for delays due to time required for UPRR review and approval of required submittals.
Per sections 5-1.36D(1) "Kinder-Morgan Petroleum Pipeline", you must pothole the Kinder-Morgan
petroleum pipeline to positively locate it and then prepare and submit drawings and calculations to show
the anticipated soil stress distribution due to the jacking system on the Kinder-Morgan pipeline, for review
and approval by the Engineer and Kinder-Morgan, and you must obtain approval of these plans before
any work within 4 feet of the Kinder-Morgan pipeline may start. No additional compensation or contract
time will be granted for delays due to time required for Kinder-Morgan review and approval of this
submittal.
Per section 19-3.05 'Petroleum Contaminated Material', soil excavated from the MUP tunnel and path
may be contaminated with petroleum hydrocarbons. You must stockpile all excavated soil for testing and
characterization to be performed by the Town before any soil may be reused on the project or removed
from the job site. You must allow for this in your work sequencing, and expect delays in using excavated
material for embankments or structure backfill on the project due to the need for soil testing. No
additional compensation or contract time will be granted for any delay associated with soil stockpiling and
time required for the Town to perform soil testing and characterization.
Do not place the uppermost layer of new pavement until all underlying conduits and loop detectors are
installed.
Before starting the traffic signal functional test at any location, all items of work related to signal control
must be completed and all roadside signs, pavement delineation, and pavement markings must be in
place at that location.
Construction of the new structural section adjacent to the existing traveled way must be performed in
successive and once all operations are under way, concurrent operations of excavating, preparing
subgrade, placing base materials, and paving. Excavation within 8 feet of the existing traveled way must
not precede the paving operation by more than 2 working days unless:
1. Authorized
2. Material is placed and compacted against the vertical cuts within 8 feet of the existing traveled way.
During excavation operations, native material may be used for this purpose except once the placing
of the structural section starts, structural material must be used. Place the material to the top of the
existing pavement and taper at a slope of 4:1 (horizontal:vertical)or flatter to the bottom of the
excavation. Do not use treated base for the taper.
At the end of each working day if a difference in excess of 0.15 feet exists between the elevation of the
existing pavement and the elevation of an excavation within 8 feet of the traveled way, place and compact
material against the vertical cut adjacent to the traveled way. During the excavation operation, you may
use native material for this purpose except once the placing of the structural section starts, structural
material must be used. Place the material to the top of the existing pavement and taper at a slope of 4:1
(horizontal:vertical)or flatter to the bottom of the excavation. Do not use treated base for the taper.
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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10-1.03 TIME CONSTRAINTS
Replace 'Reserved" in section 10-1.03 with:
No work shall occur within the UPRR Right of Way before February 15, 2015 unless all necessary right of
way agreements have been executed.
Only construction activities required for the jacking of the MUP tunnel will be allowed between 9:00 p.m.
and 7:00 a.m. on any day except Sunday, or before 9:00 a.m. or after 6:00 p.m. on Sunday, in areas
south of the UPRR tracks near the mobile home park.
You must expect and plan for adverse weather conditions that may delay the start of work and/or require
a suspension of work in any given construction season. No additional compensation will be allowed for
weather-related delays or suspensions.
Unless granted a variance by the Lahontian RWQCB Executive Officer, there shall be neither removal of
vegetation nor disturbance of existing ground surface conditions between October 15 of any year and
May 1 of the following year, except when there is an emergency situation that threatens the public health
or welfare.
Tree removal must be performed during the non-nesting season for migratory birds, between September
1 and February 15. If you propose to remove trees outside of this window, you must submit a request in
writing to the Engineer and allow time for a biologist to survey the trees for active nests before removing
any trees.
Per section 5-1.36D "Nonhighway Facilities", SW Gas Corporation has agreed to deactivate their 8"steel
gas pipeline in the vicinity of the project to mitigate the potential hazards that may be associated with the
bore and jack installation of the MUP tunnel. This shutdown will be for a specific period of time, generally
from approximately May 15 to October 1. Exact dates to be determined by SW Gas Corporation,
depending on weather conditions in the spring and fall.
Per section 20-3.03C(3)(d)(v) "Liner Plants", planting must be done between March and June.
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Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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12 TEMPORARY TRAFFIC CONTROL
Replace section 12-1.03 with:
12-1.03 FLAGGING COSTS
You pay the full cost of all flagging that is required under this contract.
Replace section 12-2 with:
12-2 CONSTRUCTION PROJECT FUNDING SIGNS
12-2.01 GENERAL
Section 12-2 includes specifications for installing construction project funding signs.
Details for construction project funding signs are shown.
Keep construction project funding signs clean and in good repair at all times.
12-2.02 MATERIALS
Construction project funding signs must be wood post signs complying with section 56-4.
Sign panels for construction project funding signs must be framed, single sheet aluminum panels
complying with section 56-2.
The background on construction project funding signs must be Type II retroreflective sheeting on the
Authorized Material List for signing and delineation materials.
The legend must be retro reflective, except for nonreflective black letters and numerals. The colors blue
and orange must comply with PR Color no. 3 and no. 6, respectively, as specified in the Federal Highway
Administration's Color Tolerance Chart.
The size of the legend on construction project funding signs must be as shown on the plans. Do not add
any additional information unless authorized.
12-2.03 CONSTRUCTION
Install 2 Type 1 construction project funding signs at the locations designated by the Engineer before
starting major work activities visible to highway users.
When authorized, remove and dispose of construction project funding signs upon completion of the
project.
12-2.04 PAYMENT
Construction project funding signs are paid for as Construction Area Signs.
Add to section 12-3.12C:
Start displaying the message on the portable changeable message sign 15 minutes before closing the
lane.
Place the portable changeable message sign in advance of the 1st warning sign for each:
1. Stationary lane closure
2. Shoulder closure
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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Replace section 12-3.14 with:
12-3.14 TEMPORARY TRAFFIC SCREEN
12-3.14A General
Section 12-3.14 includes specifications for constructing temporary traffic screen at the locations shown.
12-3.14B Materials
Temporary traffic screen panels must be new or used, CDX grade or better, plywood or weather-resistant
strandboard mounted and anchored on Type K temporary railing.
Wale boards must be new or used Douglas fir, rough sawn, construction grade or better.
Pipe screen supports must be new or used schedule 40, galvanized steel pipe.
Nuts, bolts, and washers must be cadmium plated.
Screws must be black or cadmium-plated flat head, cross-slotted screws with full thread length.
12-3.14C Construction
Mount and anchor temporary traffic screen on top of Type K temporary railing.
Remove the traffic screen from the highway when the Engineer determines it is no longer required. The
traffic screen that is removed becomes your property.
A lateral move of Type K temporary railing with attached temporary traffic screen is change order work if
ordered and the repositioning is not shown.
12-3.14D Payment
Temporary traffic screen is measured along the line of the completed screen.
Add to section 12-4.01:
Payment providing passage for bicyclists through a 1-way reversing traffic control work zone is included in
the payment for traffic control system.
Add to section 12-4.02A:
Designated holidays are shown in the following table:
Designated Holidays
Holiday Date observed
New Year's Day January 1st
Washington's Birthday 3rd Monday in February
Memorial Day Last Monday in May
Independence Day July 4th
Labor Day 1st Monday in September
Veterans Day November 11th
Thanksgiving Day 4th Thursday in November
Christmas Day December 25th
If a designated holiday falls on a Sunday, the following Monday is a designated holiday. If November 11th
falls on a Saturday, the preceding Friday is a designated holiday.
Special days are: The Third Monday in January.
When SR 89 is under a 1-way reversing traffic control operation, traffic may be stopped in 1 direction for
periods not to exceed 10 minutes and traffic must not back into the SR 89/1-80 intersection to the north of
the project area at any time. After each stoppage, all accumulated traffic for that direction must pass
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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through the work zone before another stoppage is made. Delays to public traffic must not exceed a total
of 20 minutes.
The maximum length of a single stationary one-way reversing traffic-control lane closure is 0.5 mile
between flaggers.
Not more than 1 stationary lane closure will be allowed in the direction of travel at one time.
Personal vehicles of your employees must not be parked on the traveled way or shoulders, including
sections closed to traffic.
If work vehicles or equipment are parked within 6 feet of a traffic lane, close the shoulder area with
fluorescent orange traffic cones or portable delineators. Place the cones or delineators on a taper in
advance of the parked vehicles or equipment and along the edge of the traveled way at 25-foot intervals
to a point not less than 25 feet past the last vehicle or piece of equipment. Use at least 9 cones or
delineators for the taper. Use a W20-1, 'Road Work Ahead,"W21-5b, "Right/Left Shoulder Closed
Ahead,"or C24(CA), "Shoulder Work Ahead," sign mounted on a crashworthy, portable sign support with
flags. The sign must be 48 by 48 inches and placed as ordered by the Engineer. If a cone or delineator is
displaced or overturned, immediately restore the device to its original position or location.
A minimum of 1 paved traffic lane not less than 11 feet wide must be open for use by traffic.
The full width of the traveled way must be open to traffic when construction activities are not actively in
progress.
Equipment and materials must not remain in a lane unless the lane is closed to traffic and is used for
Contract activities.
If a lane is closed for construction activities and opening the lane becomes necessary for use by traffic,
immediately stop active Contract activities and start clearing the lane.
Your vehicles are subject to the provisions of chapter 13, "Vehicular Crossings," of the Vehicle Code.
Do not close lanes if the atmospheric visibility is less than 1,000 feet.
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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Replace 'Reserved" in section 12-4.04 with:
Lane Closure Restriction for Designated Holidays and Special Days
Thu Fri Sat Sun Mon Tues Wed Thu Fri Sat Sun
H
x xx xx xx
SD
xx
H
x xx xx xx
SD
xx
H
x xx xx xx
SD
xx
H
x xx xx xx xxx
SD
x xx xx xx xxx
H
x xx
SD
x xx
H
x xx
SD
xx
H
x xx xx xx xx
SD
xx
Legend:
Refer to lane requirement charts
x The full width of the traveled way must be open for use by traffic after 1000 hours.
xx The full width of the traveled way must be open for use by traffic.
xxx The full width of the traveled way must be open for use by traffic until 2000 hours.
H Designated holiday
SD Special day
Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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Replace 'Reserved" in section 12-4.05F with:
Chart no. 1
Conventional Highway Lane Requirements
County: Placer, Nevada Route/Direction:89 N/S PM:21.4/21.7, 0.0/0.4
Closure limits: Old Route 89 between W River St and Deerfield Dr
From hour to hour 24 1 2 3 4 5 6 7 8 9 1011 12 13 14 151617 18 19 20 2122 23 24
Mondays through Thursdays R R R R R R R R R R S S S S S S S S R R R R R R
Fridays R R R R R R R R R R
Saturdays
Sundays
Legend:
R Provide at least 1 through traffic lane, not less than 11 feet in width, for use by both directions of
travel
(Reversing Control)
S Shoulder closure allowed
Work allowed within the highway where shoulder or lane closure is not required
REMARKS:
1. Shoulder closure is allowed during the hours of lane closure.
Replace section 12-5 with:
12-5 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE
12-5.01 GENERAL
Section 12-5 includes specifications for closing traffic lanes with stationary lane closures on 2-lane, 2-way
highways. The traffic control system for a lane closure must comply with the details shown.
Traffic control system includes signs.
12-5.02 MATERIALS
Not Used
12-5.03 CONSTRUCTION
Whenever components of the traffic control system are displaced or cease to operate or function as
specified from any cause, immediately repair the components to the original condition or replace the
components and restore the components to the original location.
For a stationary lane closure made only for the work period, remove the components of the traffic control
system from the traveled way and shoulder, except for portable delineators placed along open trenches
or excavation adjacent to the traveled way at the end of each work period. You may store the
components at selected central locations designated by the Engineer within the limits of the highway.
Additional advance flaggers are required during 1-way reversing traffic control operation.
Each vehicle used to place, maintain, and remove components of the traffic control system and each
flagger must have cellular phone and radio contact with personnel in the work area.
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You may use a pilot car to control traffic. If a pilot car is used for traffic control, the cones shown along the
centerline need not be placed. The pilot car must have radio and cellular phone contact with personnel in
the work area. Operate the pilot car through the traffic control zone at a speed not greater than 25 miles
per hour.
12-5.04 PAYMENT
Traffic control system for lane closure is paid for as traffic control system. Flagging costs are paid for as
specified in section 12-1.03.
The requirements in section 4-1.05 for payment adjustment do not apply to traffic control system.
Adjustments in compensation for traffic control system will be made for an increase or decrease in traffic
control work if ordered and will be made on the basis of the cost of the necessary increased or decreased
traffic control. The adjustment will be made on a force account basis for increased work and estimated on
the same basis in the case of decreased work.
A traffic control system required by change order work is paid for as a part of the change order work.
Replace section 12-8 with:
12-8 TEMPORARY PAVEMENT DELINEATION
12-8.01 GENERAL
Section 12-8 includes specifications for placing, applying, maintaining, and removing temporary pavement
delineation.
Temporary signing for no-passing zones must comply with section 12-3.06.
Temporary painted traffic stripes and painted pavement markings used for temporary delineation must
comply with section 84-3.
12-8.02 MATERIALS
12-8.02A General
Not Used
12-8.02B Temporary Lane Line and Centerline Delineation
Temporary pavement markers must be the same color as the lane line or centerline markers being
replaced. Temporary pavement markers must be temporary pavement markers on the Authorized
Material List for short-term day/night use, 14 days or less, or long-term day/night use, 180 days or less.
Place temporary pavement markers under the manufacturer's instructions.
12-8.02C Temporary Edge Line Delineation
On multilane roadways, freeways, and expressways open to traffic where edge lines are obliterated and
temporary pavement delineation to replace those edge lines is not shown, provide temporary pavement
delineation for:
1. Right edge lines consisting of(1) a solid 4-inch wide traffic stripe tape of the same color as the stripe
being replaced, (2)traffic cones, or(3) portable delineators or channelizers placed longitudinally at
intervals not exceeding 100 feet
2. Left edge lines consisting of(1) solid 4-inch wide traffic stripe tape of the same color as the stripe
being replaced, (2)traffic cones, (3) portable delineators or channelizers placed longitudinally at
intervals not exceeding 100 feet, or(4) temporary pavement markers placed longitudinally at intervals
not exceeding 6 feet
12-8.02E Temporary Traffic Stripe Paint
Not Used
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12-8.02G Temporary Pavement Marking Paint
You may use one of the types of temporary removable pavement marking tape or permanent pavement
marking tape on the Authorized Material List instead of temporary pavement marking paint.
12-8.03 CONSTRUCTION
12-8.03A General
Wherever work activities obliterate pavement delineation, place temporary or permanent pavement
delineation before opening the traveled way to traffic. Place lane line and centerline pavement delineation
for traveled ways open to traffic. On multilane roadways, freeways and expressways, place edge line
delineation for traveled ways open to traffic.
Establish the alignment for the temporary pavement delineation including required lines or markers.
Surfaces to receive an application of paint or removable traffic tape must be dry and free of dirt and loose
material. Do not apply temporary pavement delineation over existing pavement delineation or other
temporary pavement delineation. Maintain temporary pavement delineation until it is superseded or you
replace it with a new pattern of temporary pavement delineation or permanent pavement delineation.
When the Engineer determines the temporary pavement delineation is no longer required for the direction
of traffic, remove the temporary pavement markers, underlying adhesive, and removable traffic tape from
the final layer of surfacing and from the existing pavement to remain in place. Remove temporary
pavement delineation that conflicts with any subsequent or new traffic pattern for the area.
12-8.036 Temporary Lane line and Centerline Delineation
Whenever lane lines or centerlines are obliterated and temporary pavement delineation to replace the
lines is not shown, the minimum lane line and centerline delineation must consist of temporary pavement
markers placed longitudinally at intervals not exceeding 24 feet. For temporary pavement markers on the
Authorized Material List for long-term day/night use, 180 days or less, cement the markers to the
surfacing with the adhesive recommended by the manufacturer except do not use epoxy adhesive to
place the pavement markers in areas where removal of the markers will be required.
For temporary lane line or centerline delineation consisting entirely of temporary pavement markers on
the Authorized Material List for short-term day/night use, 14 days or less, place the markers longitudinally
at intervals not exceeding 24 feet. Do not use the markers for more than 14 days on lanes opened to
traffic. Place the permanent pavement delineation before the end of the 14 days. If the permanent
pavement delineation is not placed within the 14 days, replace the temporary pavement markers with
additional temporary pavement delineation equivalent to the pattern specified or shown for the permanent
pavement delineation for the area. The Department does not pay for the additional temporary pavement
delineation.
12-8.03C Temporary Edge Line Delineation
You may apply temporary painted traffic stripe where removal of a 4-inch wide traffic stripe is not
required.
The Engineer determines the lateral offset for traffic cones, portable delineators, and channelizers used
for temporary edge line delineation. If traffic cones or portable delineators are used for temporary
pavement delineation for edge lines, maintain the cones or delineators during hours of the day when the
cones or delineators are being used for temporary edge line delineation.
Channelizers used for temporary edge line delineation must be an orange surface-mounted type. Cement
channelizer bases to the pavement under section 85 for cementing pavement markers to pavement
except do not use epoxy adhesive to place channelizers on the top layer of the pavement. Channelizers
must be one of the 36-inch, surface-mounted types on the Authorized Material List.
Remove the temporary edge line delineation when the Engineer determines it is no longer required for the
direction of traffic.
12-8.03E Temporary Traffic Stripe Paint
Apply 1 or 2 coats of temporary traffic stripe paint for new or existing pavement.
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The painted temporary traffic stripe must be complete in place at the location shown before opening the
traveled way to traffic. Removal of painted temporary traffic stripe is not required.
12-8.03G Temporary Pavement Marking Paint
Apply and maintain temporary pavement markings consisting of painted pavement markings at the
locations shown. The painted temporary pavement marking must be complete in place at the location
shown before opening the traveled way to traffic. Removal of painted temporary pavement marking is not
required.
Apply 1 or 2 coats of temporary pavement marking paint for new or existing pavement.
12-8.04 PAYMENT
Not Used
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Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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13 WATER POLLUTION CONTROL
Add to section 13-3.01 A:
The project is risk level 2.
13-4.03C(3) Stockpile Management
Add to section 13-4.03C(3):
Comply with section 13-4.03C(3) "Stockpile Management", section 14-11.02D "Stockpiling", section 19-
3.05 "Petroleum Contaminated Material", and with the "Soil Management Plan" in the Information
Handout when stockpiling materials excavated from the project site. Stockpile locations must be
approved by the Engineer before use. Stockpile locations adjacent to SR 89 must not be used during the
winter months. Submit a detailed stockpile plan for each proposed stockpile location to the Engineer at
least 15 days prior to stockpiling any material. Full compensation for preparation of stockpile plans and
for furnishing and installing all required water pollution control and soil stabilization measures for each
stockpile, such as temporary cover and linear sediment barriers, is included in the unit price paid for the
type of excavation involved.
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Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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14 ENVIRONMENTAL STEWARDSHIP
14-1.02 ENVIRONMENTALLY SENSITIVE AREA
Add to section 14-1.02A:
An ESA exists on this project.
Before start of work, protect the ESA by installing Temporary Fence (Type ESA).
14-8 NOISE AND VIBRATION
14-8.02 NOISE CONTROL
Replace the second paragraph in section 14-8.02A with:
Per Article 18.44.070 of the municipal code, do not exceed 75 dBA LMax at 50 feet from the job site
activities before 7:00 a.m. or after 9:00 p.m. on any day except Sunday, or before 9:00 a.m. or after 6:00
p.m. on Sunday.
14-10 SOLID WASTE DISPOSAL AND RECYCLING
14-10.02A(1) Submittals
Add to section 14-10.02A(1):
Complete, submit and comply with the "Town of Truckee Construction Waste Management Compliance
Plan", a copy of which is in the Information Handout. Full compensation for completing and submitting
this form and for adhering to the requirements within is included in the contract lump sum price paid for
Job Site Management, and no additional compensation will be allowed therefor.
14-11 HAZARDOUS WASTE AND CONTAMINATION
14-11.02D Stockpiling
Add to section 14-11.02D:
Comply with section 13-4.03C(3) "Stockpile Management", section 14-11.02D "Stockpiling", section 19-
3.05 "Petroleum Contaminated Material", and with the "Soil Management Plan" in the Information
Handout regarding stockpiling of excavated materials. Stockpile locations must be approved by the
Engineer before use. Stockpile locations adjacent to SR 89 must not be used during the winter months.
Submit a detailed stockpile plan for each proposed stockpile location to the Engineer at least 15 days
prior to stockpiling any material. Full compensation for preparation of stockpile plans and for furnishing
and installing all required water pollution control and soil stabilization measures for each stockpile, such
as temporary cover and linear sediment barriers, is included in the unit price paid for the type of
excavation involved.
Replace section 14-11.09 with:
14-11.09 TREATED WOOD WASTE
14-11.09A General
14-11.09A(1) Summary
Section 14-11.09 includes specifications for handling, storing, transporting, and disposing of treated wood
waste (TWW).
Wood removed from Metal Beam Guard Rail (MBGR) and from the former timber trestle wood located
within the Union Pacific Railroad embankment is TWW. Manage TWW under 22 CA Code of Regs, Div.
4.5, Chp. 34.
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14-11.09A(2) Submittals
For disposal of TWW, submit as an informational submittal a copy of each completed shipping record and
weight receipt within 5 business days.
14-11.09B Materials
Not Used
14-11.09C Construction
14-11.09C(1) General
Not Used
14-11.09C(2) Training
Provide training to personnel who handle TWW or may come in contact with TWW. Training must include:
1. Applicable requirements of 8 CA Code of Regs
2. Procedures for identifying and segregating TWW
3. Safe handling practices
4. Requirements of 22 CA Code of Regs, Div. 4.5, Chp. 34
5. Proper disposal methods
Maintain records of personnel training for 3 years.
14-11.09C(3) Storage
Store TWW before disposal using the following methods:
1. Elevate on blocks above a foreseeable run-on elevation and protect from precipitation for no more
than 90 days.
2. Place on a containment surface or pad protected from run-on and precipitation for no more than 180
days.
3. Place in water-resistant containers designed for shipping or solid waste collection for no more than 1
year.
4. Place in a storage building as defined in 22 CA Code of Regs, Div. 4.5, Chp. 34, § 67386.6(a)(2)(C).
Prevent unauthorized access to TWW using a secured enclosure such as a locked chain-link-fenced area
or a lockable shipping container located within the job site.
Resize and segregate TWW at a location where debris from the operation including sawdust and chips
can be contained. Collect and manage the debris as TWW.
Provide water-resistant labels that comply with 22 CA Code of Regs, Div. 4.5, Chp. 34, §67386.5, to
clearly mark and identify TWW and accumulation areas. Labels must include:
1. Caltrans, District number, Construction, Construction Contract number
2. District office address
3. Engineer's name, address, and telephone number
4. Contractor's contact name, address and telephone number
5. Date placed in storage
14-11.09C(4) Transporting and Disposal
Before transporting TWW, obtain an agreement from the receiving facility that the TWW will be accepted.
Protect shipments of TWW from loss and exposure to precipitation. For projects with 10,000 Ib or more of
TWW, request a generator's EPA Identification Number at least 5 business days before the 1st shipment.
Each shipment must be accompanied by a shipping record such as a bill of lading or invoice that
includes:
1. Caltrans with district number
2. Construction Contract number
3. District office address
4. Engineer's name, address, and telephone number
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5. Contractor's contact name and telephone number
6. Receiving facility name and address
7. Waste description: Treated Wood Waste with preservative type if known or unknown/mixture
8. Project location
9. Estimated quantity of shipment by weight or volume
10. Date of transport
11. Date of receipt by the receiving TWW facility
12. Weight of shipment as measured by the receiving TWW facility
13. Generator's EPA Identification Number for projects with 10,000 Ib or more of TWW
The shipping record must be at least a 4-part carbon or carbonless 8-1/2-by-11-inch form to allow
retention of copies by the Engineer, transporter, and disposal facility.
Dispose of TWW at an approved TWW facility. A list of currently approved TWW facilities is available at:
http://www.dtsc.ca.gov/HazardousWaste/upload/lanfillaprl 1 pdated 1.pdf
Dispose of TWW within:
1. 90 days of generation if stored on blocks
2. 180 days of generation if stored on a containment surface or pad
3. 1 year of generation if stored in a water-resistant container or within 90 days after the container is full,
whichever is shorter
4. 1 year of generation if storing in a storage building as defined in 22 CA Code of Regs, Div. 4.5, Chp.
34, § 67386.6(a)(2)(C)
14-11.09D Payment
Not Used
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Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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15 EXISTING FACILITIES
Replace section 15-2.02B(3) with:
15-2.02B(3) Cold Planing Asphalt Concrete Pavement
15-2.02B(3)(a) General
Schedule cold planing activities to ensure that cold planing, placement of HMA, and reopening the area to
traffic is completed during the same work shift:
If you do not complete HMA placement before opening the area to traffic, you must:
1. Construct a temporary HMA taper to the level of the existing pavement
2. Place HMA during the next work shift
3. Submit a corrective action plan that shows you will complete cold planing and placement of HMA in
the same work shift. Do not restart cold planing activities until the Engineer approves the corrective
action plan.
15-2.02B(3)(b) Materials
Use the same quality of HMA for temporary tapers that is used for the HMA overlay or comply with the
specifications for minor HMA in section 39.
15-2.02B(3)(c) Construction
15-2.02B(3)(c)(i) General
Do not use a heating device to soften the pavement.
The cold planing machine must be:
1. Equipped with a cutter head width that matches the planing width. If the cutter head width is wider
than the cold plane area shown, submit to the Engineer a request for using a wider cutter head. Do
not cold plane unless the Engineer approves your request.
2. Equipped with automatic controls for the longitudinal grade and transverse slope of the cutter head
and:
2.1. If a ski device is used, it must be at least 30 feet long, rigid, and a 1-piece unit. The entire
length must be used in activating the sensor.
2.2. If referencing from existing pavement, the cold planing machine must be controlled by a self-
contained grade reference system. The system must be used at or near the centerline of the
roadway. On the adjacent pass with the cold planing machine, a joint-matching shoe may be
used.
3. Equipped to effectively control dust generated by the planing operation
4. Operated so that no fumes or smoke is produced.
Replace broken, missing, or worn machine teeth.
15-2.02B(3)(c)(ii) Grade Control and Surface Smoothness
Furnish, install, and maintain grade and transverse slope references.
The depth, length, width, and shape of the cut must be as shown or as ordered. The final cut must result
in a neat and uniform surface. Do not damage the remaining surface.
The completed surface of the planed asphalt concrete pavement must not vary more than 0.02 foot when
measured with a 12-foot straightedge parallel with the centerline. With the straightedge at right angles to
the centerline, the transverse slope of the planed surface must not vary more than 0.03 foot.
Where lanes are open to traffic, the drop-off of between adjacent lanes must not be more than 0.15 foot.
15-2.02B(3)(c)(iii) Temporary HMA Tapers
If a drop-off between the existing pavement and the planed area at transverse joints cannot be avoided
before opening to traffic, construct a temporary HMA taper. The HMA temporary taper must be:
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1. Placed to the level of the existing pavement and tapered on a slope of 30:1 (horizontal:vertical) or
flatter to the level of the planed area
2. Compacted by any method that will produce a smooth riding surface
Completely remove temporary tapers before placing permanent surfacing.
15-2.02B(3)(c)(iv) Remove Planed Material
Remove cold planed material concurrent with planing activities so that removal does not lag more than 50
feet behind the planer.
15-2.02B(3)(d) Payment
Payment for removal of pavement markers, thermoplastic traffic stripe, painted traffic stripe, and
pavement marking within the area of cold planing is included in the payment for cold plane asphalt
concrete pavement of the types shown in the Bid Item List.
Replace the 4th paragraph of section 15-2.02C(1)with:
When water blast cleaning is used for removal and the work is performed within 10 feet of a traffic lane
that is open to the public, remove the residue with a vacuum that operates concurrently with the water
blast cleaning.
Add after the 4th paragraph of 15-2.02C(1):
When water blast cleaning is specified as the removal method, the following also applies:
15-2.02C(1)(a) Quality Control and Assurance
Conduct a test run of traffic stripe removal by water blasting. Notify the Engineer not less than 7 days
before your readiness to conduct the test run.
The test run will be 50-feet in length at a location to be designated by the Engineer. Conduct the test run
with the same materials, tools, equipment, and construction process to be used in removing traffic stripe
and pavement marking by water blasting.
You must demonstrate capability to removal by water blasting without materially damaging the pavement.
Materially damaging the pavement during the test run will be repaired at your expense.
Additional test run, if ordered by the Engineer, is change order work.
15-2.02C(1)b Submittals
Not Used
15-2.02C(1)c Materials
Not Used
15-2.02C(1)d Construction
Water blasting must be via a mobile unit capable of removing paint, thermoplastic, epoxy or preformed
tape materials from asphalt concrete and portland cement concrete surfaces.
Removal of varying widths of traffic markings must not result in impacts to areas outside the lines of the
marking.
The blasting head assembly shall be positioned on casters or wheels to maintain a constant distance
from the nozzles to the pavement and to facilitate ease of forward movement along the blasting path.
The blasting head assembly must also be affixed to a hydraulically driven vehicle to provide a smooth,
infinitely adjustable forward speed. The operator must be able to quickly adjust the forward speed in
minute increments to allow removal of the markings without gouging the underlying pavement.
The rotational speed and forward movement of the blasting head must be monitored to remove at least
95% of the material without causing any significant damage to the underlying pavement.
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Vacuum Recovery
The entire blasting head shall be shrouded as to immediately contain the water blast and debris
generated.
The amount of loose material remaining along the blasting path shall be less than 5%.
A vacuuming process that results in smears of dirt, marking materials and water on the surface is not
acceptable.
Replace section 15-2.02C(2) with:
15-2.02C(2) Remove Traffic Stripes and Pavement Markings Containing Lead
Residue from removing traffic stripes and pavement markings contains lead from the paint or
thermoplastic. The average lead concentrations are less than 1,000 mg/kg total lead and 5 mg/L soluble
lead. This residue:
1. Is a nonhazardous waste
2. Does not contain heavy metals in concentrations that exceed thresholds established by the Health
and Safety Code and 22 CA Code of Regs
3. Is not regulated under the Federal Resource Conservation and Recovery Act (RCRA), 42 USC §
6901 et seq.
Submit a lead compliance plan under section 7-1.02K(6)(j)(ii).
Payment for a lead compliance plan is not included in the payment for existing facilities work.
Payment for handling, removal, and disposal of pavement residue that is a nonhazardous waste is
included in the payment for the type of removal work involved.
Add to section 15-3.04:
Removing concrete retaining wall and CIDH Pier to 3' below existing grade at end of Retaining Wall No.3
is paid for as Structural Concrete, Retaining Wall.
For removing concrete at locations not listed above, payment for removing concrete is included in the
payment for the work involved.
Replace section 15-6.03 with:
15-6.03 CONCRETE BOX CONTACT GROUTING
15-6.03A General
Section 15-6.03 includes specifications for probing voids, pumping grout from within the concrete box,
and filling voids between the concrete box outer wall and the surrounding ground.
Submit a grout plan under section 15-6.01A(3)(d) and include the tabulated probe results. Obtain
authorization before starting grouting.
15-6.03B Materials
Not Used
15-6.03C Construction
Before starting contact grouting of the concrete box, assemble all plant personnel, equipment, and
materials at the job site.
Grouting activities must comply with section 13. Furnish pumps, if necessary, to remove drill cuttings,
wastewater, and excess grout.
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Install preformed grout ports at the every 3 feet along the culvert as shown. Install valves or removable
plugs at grout ports to verify grout coverage and control grout flow. Extend grout ports through the invert
paving using steel pipes or suitable packers. Grout ports must be watertight.
Probe at each grout port location. The probe must be at least 4 feet long, fit through the grout ports, and
be rigid enough to sense probe refusal.
Prevent deformation to the concrete box during grouting.
The maximum injection pressure at the nozzle must not exceed 5 psi for fluid, unsanded grout mix.
Monitor the concrete box for deformation and cracks. If cracking occurs in a concrete box reduce the
grout injection pressure. If deformation of the existing structure exceeds 1/2 inch at any location, reduce
the grout injection pressure.
Repair any permanent deformations or cracks resulting from your grouting work. The Department does
not pay for these repairs.
15-6.03D Payment
Record the quantity of grout that is installed and submit this quantity. The Department does not pay for
grout that leaks through to the inside of the concrete box. The Department does not pay for grout material
that is wasted, disposed of, or remaining on hand after completion of the work.
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DIVISION III GRADING
16 CLEARING AND GRUBBING
Add to section 16-1.01:
Tree removal must be performed during the non-nesting season for migratory birds, between September
1 and February 15. If you propose to remove trees outside of this window, you must submit a request in
writing to the Engineer and allow time for a biologist to survey the trees for active nests before removing
any trees.
Unless granted a variance by the Lahontian RWQCB Executive Officer, there shall be neither removal of
vegetation nor disturbance of existing ground surface conditions between October 15 of any year and
May 1 of the following year, except when there is an emergency situation that threatens the public health
or welfare.
Replace the 4th paragraph in section 16-1.03A with:
Clear and grub vegetation only within the excavation and embankment slope lines, except as shown on
the plans and as directed by the Engineer. Mark all trees to be removed and obtain the Engineer's
approval prior to removal of any trees.
Replace "Reserved" in section 16-1.04 with:
Full compensation for tree removal is included in the contract price paid for Clearing and Grubbing.
The Department advises bidders that timber harvested by contractors during construction operations
within the State right-of-way is subject to a timber yield tax under Rev&Tax Code § 38115.
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Town of Truckee CIP 60-03-38, Caltrans EA 03-1C0804, E-FIS: 03-00000231-4
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19 EARTHWORK
Replace the 2nd, 3rd, and 4th paragraphs of section 19-2.038 with:
Dispose of surplus material after soil tests have been completed by the Town. There may be material
that is contaminated with petroleum hydrocarbons that must be disposed of in embankments on the job
site or at a facility that is licensed to accept such material - see section 19-3.05 'Petroleum Contaminated
Material'. Ensure enough material is available to complete the embankments and structure backfill
before disposing of it.
Add to section 19-3.028:
To the greatest extent possible, you must use aggregate or other materials found in excavations on the
job site as structure backfill. These materials must be free of organics, construction debris, deleterious
debris, and rock greater than 3-inches in maximum particle size, and must meet all other requirements in
section 19-3.028 "Structure Backfill'. No additional compensation will be made for use of materials found
on the job site as structure backfill.
Replace the 1st paragraph of section 19-3.02G with:
Concrete backfill encasing steel soldier piles below the lagging must comply with section 90 and contain
at least 505 pounds of cementitious material per cubic yard.
Replace 'Reserved" in section 19-3.03A with:
Where shown, remove material below the bottom of bridge footings. Replace with Class 2 aggregate
base and place and compact as specified for structure backfill in section 19-3.03E.
Where shown, remove material below the bottom of retaining wall footings. Replace with Class 2
aggregate base and place and compact as specified for structure backfill in section 19-3.03E. Relative
compaction must be at least 95 percent.
A relative compaction of at least 95 percent must be obtained to 0.5 feet below the bottom of excavated
unstable material at the following locations:
Bridge name and Abutment number
number
Donner Creek 1 and 2
Multi-Use Path
Underpass, Bridge
No. 17-0106
Delete the 1st paragraph of section 19-3.038(2).
Replace the 3rd paragraph of section 19-3.03E(3)with:
Place and compact backfill behind the lagging at least 5 feet above the level of the ground anchors before
drilling for the anchors. Place and compact the remaining backfill behind the lagging after the anchors are
drilled, stressed, and grouted.
Add to section 19-3.04:
Class 2 aggregate base placed below footings is paid for as structure backfill.
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Boulders and timber trestle may be encountered during the MUP tunnel excavation. Removal of boulders
and timber trestle from within the MUP tunnel excavation will be paid for as structure excavation (type
DC).
Add to Section 19-3:
19-3.05 PETROLEUM CONTAMINATED MATERIAL
19-3.05A GENERAL
19-3.05A(1) Summary
This work includes handling petroleum contaminated material (soil) generated during roadway
excavation, structural excavation (type DC), and structural excavation (retaining wall) in conformance with
the Standard Specifications and these special provisions.
19-3.05A(2) Definitions
Petroleum contaminated material is defined as soil having low concentrations of petroleum hydrocarbons,
and constituents including benzene, toluene, ethylbenzene, and total xylenes (BTEX), methyl tertiary
butyl ether(MTBE), ethyl tertiary butyl ether(ETBE), di-isopropyl ether(DIPE), tertiary amyl methyl ether
(TAME), tertiary butyl alcohol (TBA), and 1,2-dichloroethane (1,2-DCA).
A Site Investigation Report containing soil concentration data for petroleum hydrocarbons and
constituents in the UPRR embankment within the limits of the Multi Use Path (MUP)tunnel was prepared
by Geocon Consultants, Inc. dated September 2009, titled Site Investigation Report for Union Pacific Rail
Road (UPRR) embankment at Br 17-16 "Truckee Mousehole" 03-Nev-89 Post Mile 0.133, Nevada
County, California and is included in the Information Handout. A Geotechnical Design Report containing
soil concentration data for petroleum hydrocarbons and constituents in the MUP beyond the limits of the
MUP tunnel was prepared by Shannon and Wilson, Inc. dated February 2013, titled "Geotechnical Design
Report, Donner Creek (Mousehole) Pedestrian Underpass" and is included in the Information Handout.
Petroleum contaminated material is defined as roadway excavation, structure excavation (type DC), and
structure excavation (retaining wall) (soil) that requires stockpiling, for analytical testing and disposal that
will be performed by the Engineer. Petroleum contaminated material will be encountered during roadway
excavation, structural excavation work in the Union Pacific Rail Road embankment, and structural
excavation for retaining walls.
19-3.05A(3) Applicable Rules and Regulations
Excavation, transport, management and stockpiling of petroleum contaminated material must be in
conformance with the rules and regulations of the following agencies:
1. Lahontan Regional Water Quality Control Board
2. California Air Resources Board
3. Northern Sierra Air Quality Management District
4. California Division of Occupational Safety and Health Administration (CAL-OSHA)
5. Town of Truckee, Nevada County
6. Nevada County Department of Environmental Health (NCDEH)
7. US Department of Transportation
Laws and regulations that govern work related to petroleum contaminated material include:
1. Water Code, Division 7 (Porter-Cologne Water Quality Control Act)
2. Title 8, Division1 , California Code of Regulations.
19-3.05A(4) Permits and Licenses
The Contractor must procure all permits and licenses, pay all charges and fees, and give all notices
necessary and incident to the due and lawful prosecution of work, in conformance with the provisions in
Section 7-1.04, "Permits and Licenses,"of the Standard Specifications.
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19-3.058 SUBMITTALS
19-3.05B(1) Health and Safety Plan
Prepare and submit a detailed Health and Safety Plan, signed by an Industrial Hygienist certified in
comprehensive practice by the American Board of Industrial Hygiene, for site personnel that identifies
potential health and safety hazards associated with work involving petroleum impacted material and
specifies work practices that will be used to protect workers from those hazards in conformance with Title
8. At a minimum, the Health and Safety Plan must identify key site safety personnel, describe risks
associated with the work, describe training requirements, describe appropriate personal protective
equipment, describe site-specific medical surveillance requirements, describe air monitoring
requirements, define appropriate site work zones and describe decontamination requirements. Collect
and dispose of water from decontamination procedures at an appropriate disposal site. Collect and
dispose used non-reusable protective equipment at an appropriate disposal site. Submit the Health and
Safety Plan at least 15 working days prior to beginning work for review and acceptance by the Engineer.
Petroleum contaminated material excavation will not be allowed until the Engineer has accepted the plan.
Prior to performing work at the locations containing petroleum impacted material, personnel, including
State personnel, must complete a safety training program, including subsequent training required until
completion of work, provided by the Contractor that communicates potential health and safety hazards
associated with work involving petroleum impacted material and instructs personnel in procedures for
doing the work safely. The level of training provided must be consistent with the person's job function and
must conform to OSHA and CAL-OSHA regulations and the accepted Health and Safety Plan. The
Contractor must provide a certification of completion of the Safety Training Program to personnel.
Personal protective equipment, training, and washing facilities required by the Contractor's Health &
Safety Plan for personnel working within the exclusion zone will be supplied to Town personnel by the
Contractor. The number of State personnel requiring the safety training program and personal protective
equipment will be 5.
19-3.05B(2) Excavation and Transportation Plan
Prepare and submit as provided in Section 5-1.23 "Submittals", a detailed Excavation and Transportation
Plan. Include in the plan:
1. schedule for excavation of petroleum contaminated material
2. stockpile location(s)
3. stockpiling procedures
4. dust control measures
5. transportation equipment and routes
6. method for preventing spills and tracking material onto public roads
7. truck waiting and staging areas
Submit the plan at least 3 weeks prior to beginning petroleum contaminated material excavation. Allow
15 days for the Engineer to review and approve the plan. If revisions are required, as determined by the
Engineer, revise and resubmit the plan within 5 days of receipt of the Engineer's comments and allow 5
days for the Engineer to review the revisions. Petroleum contaminated material excavation will not be
allowed until the Engineer has approved the plan.
19-3.05C CONSTRUCTION
19-3.05C(1) Earthwork
Earthwork must conform to the provisions in Section 19, "Earthwork,"of the Standard Specifications and
these special provisions. Petroleum contaminated material excavation consists of excavating petroleum
contaminated material (soil)within excavation limits shown on the plans, as specified in the Standard
Specifications and these special provisions, and as directed by the Engineer, and stockpiling the material.
Continuously monitor the excavation site and excavated petroleum contaminated material as it is
excavated, using appropriate air monitoring devices consistent with the Health and Safety Plan required
in this special provision. Prevent the flow of surface runoff from entering any excavated area.
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