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FUNDED BY ROUSING AND'COMMUNIT■ DEVELOPMENT BLOCK GRANT PROGRAM—# 1378 MC060506
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NOTICE INVITING SEALED BIDS
�k CC- 516
Notice is hereby given that the City Council of the city of Huntington
Beach, California will received sealed bids for the
Main Street Semi-Mall Improvements, C.C. 516
Housing, and Community Development Block Grant Program
#B78 MC060506
in the city of Huntington Beach, California in accordance with the plans
and specifications and special provisions on file in the office of the
Director of Public Works. Documents will be available on January 30 1981.
A charge of $ 25.00 , not refundable, will be required for each set of
specifications and accompanying drawings.
DIRECTOR OF PUBLIC WORKS ESTIMATE
Work Item Quantity
1 Clearing and Grubbing Lump Sum
2 Unclassified Excavation 301 C.Y.
3 Construct B-1 Modified Curb and Gutter 149 L.F.
4 Construct 0" to 7" Curb per Std. 201 1,256 L.F.
5 Construct 6" Curb Std. 201 Type "B" 112 L.F.
6 Construct 6" Median Curb-Caltrans Std. N8-A.1 1,375 L.F.
7 Construct 30" PCC Gutter 89 L.F.
6 Construct 6" Thick Modified Alley Approach 1,160 S.F.
9 Construct Driveway-Caltrans Std. N8-A.1 400 S.F.
10 Construct 4" PCC Sidewalk 20,302 S.F.
11 Construct Handicap Ramp-Caltrans Std. 8-B.3 3 Each
12 Aggregate Rock Base 544 Tons
13 Asphalt Concrete 301 Tons
14 Slurry Seal 49,700 S.F.
15 A.C. Pavement Removal 18,096 S.F.
16 Remove Existing Curb 1,755 L.F.
17 Remove Existing Cube and Gutter 488 L.F.
18 Remove Existing Sidewalk 12,458 S.F.
19 Remove Existing PCC Pavement 450 S.F.
20 Remove Existing RIC Drain Box 2` x 6" 50 L.F.
21 Remove Existing Parking Meter 2 Each
22 Remove Existing Pavement Marking 210 S.F.
23 Remove Existing Landscaping 440 S.F.
DIRECTOR OF PUBLIC WORKS ESTIMATE
Work Item Quantity
24 Modify Existing Irrigation Systems and Install Lump Sum
New Irrigation and Landscaping
25 Remove and Relocate Existing Sign 5 Each
26 Remove and Relocate Existing Street Light 1 Each
27 Remove and Relocate Existing Fire Hyd. Assembly 1 Each
28 Construct 2' x 6" RC Box Culvert 244 L.F.
29 Install Portion 48" CMP 12 Gauage 179 L.F.
30 Install 18" RCP 1500D 249 L.F.
31 Install 12" ACP with Junction Structure Type C 2 L.F.
32 Install 4" PVC Schedule 40 3 L.F.
33 Construct Curb Inlet CB, W=4' , h=3.80' 2 Each
34 Site Preparation, Soil , Soil Placement, Grading, 3,128 S.F.
Amending & Fertilizing
35 Automatic Irrigation System 3,128 S.F.
36 Ground Covers 3,128 S,.F.
37 Shrubs 295 Each
38 48" Box Trees 13 Each
39 24" Box Trees 14 Each
40 Bike Rack Bollards 18 Each
41 Pedestrian Bollards 56 Each
42 Concrete Sitting Pads 22 Each
43 Concrete Planters 13 Each
44 Placement of Trash Receptacles 20 Each
45 Install traffic signal and safety lighting at Lump Sum
Pacific Coast Highway and 5th Street
46 Modify traffic signal and safety lighting at Lump Sum
Pacific Coast Highway and Main Street
47 Modify Main Street street lighting system, including Lump Sum
luminaires, wiring, conduct, conductors and service
complete
48 Remove existing parking meter posts and foundations Lump Sum
complete
49 Install parking meter posts 55 Each
50 Install signs, sign posts, striping, parking stall Lump Sum
markings, crosswalk markings.
In accordance with the provisions of Section 1773 of the Labor Code,
the State of California, Director of the Department of Industrial Relations
shall determine the general prevailing rate of wages, applicable to 'Che
work to be done; copies of the latest general wage rate determinations are
on file at the office of the City Clerk and the office of the Director of
Public Works of the city of Huntington Beach, California.
Plans and specifications, together with proposal form, may be obtained
at the office of the Director of Public Works, City Hall, Huntington Beach,
California.
No bid will be received unless it is made on a blank form furnished
by the Director of Public Works. The special attention of prospective
bidders is called to the proposal requirements, setforth in the specifications,
for full directions as to the bidding.
The foregoing quantities are approximate only, being given as a basis
for the comparison of bids, and the city of Huntington Beach does not
express or by implications agree that the actual amount of work will corres-
pond therewith but reserves the right to increase or decrease the amount of
any class or portion of the work, as may be deemed necessary or expedient
by the Director of Public Works.
All bids will be compared on the basis of the Director of Public Works
estimate of the quantities of work to be done.
No bid will be accepted from a contractor who is not licensed in
accordance with the law, California Business and Professions Code, Division
3, Chapter 9, Contractors, or to whom a proposal form has not been issued by
the City of Huntington Beach.
Each bid shall be made out on a form to be obtained at the office of the
Director of Public Works, Development Wing, 2000 Main Street, Huntington
Beach, California; shall be sealed and filed with the City Clerk at the Civic
Center; Second Floor Administration Building, 2000 Main Street, Huntington
Beach, California, on or before 10:00 AM of February 17 , 1981,
and shall be opened by a committee composed of the City Clerk, the City Attorney
and Director of Public Works or their authorized representative and the
results of said bidding will be reported to the City Council of said City of
Huntington Beach at their regular meeting to be held on Monday, the March 2 ,
1981, at the hour of 7:30 PM in the City Council Chambers in the Civic Center
of said City of Huntington Beach and shall be acted upon by said City Council
at the regular meeting of March 2 , 1981.
The City of Huntington Beach, California reserves the right to reject any
or all bids, and to accept the bid deemed for the best interest of the City
of Huntington Beach, California.
By order of the City Council of the City of Huntington Beach, California
this October 20 1980.
ATTEST:
Alicia Wentworth
Citv Clerk
DESCRIPTION OF BID ITEMS
i
The following generally describes each bid itom:
1) Clearing and Grubbing
The lump sum price bid for clearing and grubbing shall include full
compensation for furnishing all labor materials, tools, equipment,
and incidentals, and for doing all the work involved in clearing
and grubbing as shown on the plans, and as specified in these specifi-
cations and the Special Provisions, and as directed by the Engineer,
including the removal and disposal of all the resulting materials.
2) Unclassified Excavation
Payment for all unclassified excavation will be made at the
contract unit price per cubic yard. Payment for unclassified excavation
shall include compensation for excavating, sloping, rounding tops and
ends of excavation, loading, disposing of surplus material, stockpiling
and hauling it to its final location.
No separate payment will be made for excavating topsoil temporarily stock-
piled along the top of slopes and placing it in its final position on
the slope for erosion control planting work, whether or not required by
the contract documents or by the Engineer.
` thru 11) Cement Concrete Improvements
All cement concrete improvements shall be constructed in accordance with
Section 303-5 of the Standard Specifications. Full compensation for furn-
ishing all labor, materials, tools, equipment and forming of all Portland
Cement Concrete shall be considered as included in the unit price bid.
Prices bid for alley intersections shall include adjacent curbs. The
required processed Aggregate Rock base will be paid for on a per-ton basis.
12) Aggregate Rock Base
Quantities of aggregate base will be measured by the ton as shown in the
Proposal. The volumetric quantities of material shall be those of the
compacted base in place within the limits of the dimensions shown on plans.
The weight of material to be paid for will be determined by deducting (from
the weight of material delivered to the work) by weight of water in the
material (at the time of weighing) in excess of one percentage point than
the optimum moisture content. No payment will be made for the weight of
water deducted as provided in this subsection.
Payment shall be full compensation for furnishing all labor, materials
(including water in the material at the time of weighing) , tolls, equipment,
and incidentals, and for doing all the work involved in constructing
aggregate base, complete in place, as shown on the plans, and as such
specified in these specifications and the Special Provisions, and as
directed by the Engineer, except for water applied after weighing.
Description of Bid Items (Continued)
13) Asphalt Concrete
Asphalt concrete pavement will be paid for at the contract unit price
per ton as shown in the Proposal. Such price shall constitute full
compensation for furnishing and placing of materials required to
complete the pavement, including the preparation of subgrade, and
tack coat, and for all labor, equipment, tools and incidentals needed
to complete the work in conformity with the plans and specifications,
except that resetting, reconstructing or adjusting manhole or vault frames
and covers to grade will be paid for as provided in Subsection 301-1.7.
When paymentis to be made on a tonnage basis, the contractor shall furnish
to the Engineer a legivle copy of a licensed weighmaster's certificate
showing gross, tare and net weight of each truck load of asphalt concrete
mixture. These certificates may be signed by a representative of the
Engineer at the plant as well as at the project site. These certificates
will be used as the basis of payment.
14) Slurry Seal
Slurry seal shall be paid for at the contract price per square foot. payment
is to he made on the square foot basis and the quanitu yiill be determined
by measurement of the completed work.
The contract unit price paid per square foot shall include full comp-
sation for furnishing emulsion, accelerator or retardant, water, all labor,
tools, equipment and incidentals, and for doing all the work involved in
constructing the slurry complete in place as shown on the plans and
specifications.
15) thru 23) Removals
Bituminous Pavement. Bituminous pavement shall be removed to clean straight
lines. Saw cutting of edges to be joined is optional. Where only the surface
of existing bituminous pavement is to be removed the method of removal shall
be approved by the Engineer, and a minimum laying depth of one inch (25mm)
of new pavement material shall be provided at the join line. Where bitum-
inous pavement adjoins a trench, the edges adjacent to the trench shall be
trimmed to neat straight lines before resurfacing to insure that all areas
to be resurfaced are accessible to the rollers used to compact the subgrade
or paving materials.
Concrete Curb, Walk, Gutters, Cross Gutters, Driveways, and Alley Intersections.
Concrete shall be removed to neatly sawed edges with saw cuts made to a
minimum depth of 11% inches (38mm) . Concrete sidewalk or driveway to be
removed shall be neatly sawed in straight lines either parallel to the curb
or at right angles to the alignment of the sidewalk. No section to be
replaced shall be smaller than 30 inches (760mm) in either length or width.
If the saw cut in sidewalk or driveway would fall within 30 inches (760mm)
of a construction joint, expansion joint, or edge, the concrete shall be
removed to the joint or edge, except that where the saw cut shall be made
in and along the score mark. Curb and gutter shall be sawed to a depth of 1�
inches (38mm) on a neat line at right angles to the curb face.
Description of Bid Items (Continued)
Concrete Pavement. Concrete pavement shall be removed to neatly sawed
edges. Saw cuts shall be made to a minimum depth of 1� inches (38mm) .
If a saw cut in concrete pavement falls within 3 feet (0.9m) of a
construction joint, cold joint, expansion joint, or edge, the concrete
shall be removed to the joint or edge. The edges of existing concrete
pavement adjacent to trenches, where damaged subsequent to saw cutting
of the pavement, shall again be saw cut to neat straight lines for the
purpose of removing the damaged pavement areas. Such saw cuts shall be
either parallel to the original saw cuts or shall be cut on an angle
which departs from the original saw cut not more than 1 inch (25mm) in
each 6 inches (152mm) .
The conctract prices paid for removal of specified items shall include
full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all the work involved in removals as shown
on the plans, and as specified in these specifications and the Special
Provisions, and as directed by the Engineer, including the removal and
disposal of all the resulting materials.
24) Modify Existing Irrigation System and Install New Irrigation and Landscaping
The lump sum price bid for modifying the existing irrigation system and
installing new Irrigation and Landscaping, shall include full compensation
for furnishing all labor, materials, tools, equipment and incidentals,
and for doing all the work involved as shown on the plans, and as speci-
fied in these specifications and the Special Provisions, and as directed
by the Engineer, including the removal and disposal of all resulting
materials.
25) thru 27) Removal and Relocate
Payment. The contract prices paid for removal and relocate items specified
shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals, and for doing all the work involved in remove
and relocated items as shown on the plans, and as specified in these
specifications and the Special Provisions, and as directed by the Engineer,
including the removal and disposal of all the resulting materials.
28) & 33) Reinforced Concrete Box Calvert & Catch Basins
Payment for concrete structures including catch basins will be made in
conformity with the terms of the contract and will be based on unit
prices as set forth in the Proposal or Special Provisions. Payment shall
include full compensation for furnishing all labor, materials, tools and
equipment and doing all work required to construct the structure in conformity
with the plans and specifications.
29) Portion of 48' C.M.P. - 12 Gauge
The contract unit price paid for C.M. Pipe specified shall include full
compensation for furnishing all labor, materials, tools, equipment, and
incidentals, and for doing all the work involved in installing corrugated
metal pipe complete in place as shown on the plans, and as specified in
these specifications and the Special Provisions, and as directed by the
Engineer.
Description of Bid Items (Continued)
30, 31, 32) Reinforced Concrete Pipe, Asphaltic Concrete Pipe and Polyvinyl Chloride
Pipe
The contract unit prices paid for various specified pipe shall include
full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all the work involved in installing various
specified pipe as shown on the plans, and as specified in these specifica-
tions and the Special Provisions and as directed by the Engineer.
34) Site Preparation, Soil Placement, Grading, Soil Amending, and Fertilizers
This item includes the furnishing of all labor and materials for the prepara-
tion of all planting areas. The material and installation is based on a
lump sum and square-foot figure and includes: Soil, soil testing, removal
and replacement or supplementing to achieve acceptable finish grades.
Soil shall be treated, leached, amended and fertilized to create a healthy
planting condition. All work shall be done in accordance with plans and
specifications.
35) Automatic Irrigation System
This item includes the furnishing of all labor and materials for the water
supply and watering of all planting areas and planters. The material and
installation is based on a lump sum and square foot figure and includes:
Water supply off of an existing water main, proper backflow prevention unit,
automatic controller, pipes, valves, sprinkler heads and other appurten-
ances in accordance with plans, details, and specifications.
36) Ground Covers
This item includes the furnishing of all labor and materials for the
specified flat size and one-gallon plant material to plant all planting
areas and planters. The material and installation is based on a lump
sum and square-foot figure and includes: All ground cover planting
in accordance. with plans, details, and specifications.
37) Shrubs
This item includes the furnishing of all labor and materials for the
specified one and five-gallon plant material. The material and install-
ation is based on a lump sum and unit-cost figure and includes: All
shrub planting in accordance with plans, details, and specifications.
38) 48" Box Trees
This item includes the furnishing of all labor and materials for the
specified speciment trees for planting the concrete planters. The
material and installation is based on a unit-cost figure and includes
all trees kept boxed and set in the appropriate planters with appurtenances
attached per planting detail, screen skirts installed to bridge the area
between box and planter wall and tree to be set on a 2" bed of 3/4" gravel.
All work shall be in accordance with the plans, details, and specifications.
Description of Bid Items (Continued)
39) 24" Box Trees
This item includes the furnishing of all labor and materials for the
specified specimen trees for planting in the tree pockets along Main
Street. The installation is based on a unit-cost figure and shall
include tree and staking in accordance with plans, details and
specifications.
40) Bike Rack Bollards
This item includes the furnishing of all labor and materials for
construction of the specified bike rack bollards. The construction
installation is based on a unit-cost figure and shall include
bollard, footing and painting in accordance with plans, details
and specifications.
41) Pedestrian Bollards
This item includes the furnishing of all labor and materials for
construction of the specified pedestrian bollards. The construction
installation is based on a unit-cost figure and shall include
bollard, footing and painting in accordance with plans, details
and specifications.
42) Concrete Sitting Pads
This item includes the furnishing of all labor and materials for fabrica-
tion of the specified concrete sitting pads. The fabrication and installation
is based on a unit-cost figure and includes the fabrication and setting
of the concrete sitting pad in accordance with plans and specifications.
43) Concrete Planters
This item includes the furnishing of all labor and materials for fabrication
of the specified concrete planters. The fabrication and installation is
based on a unit-cost figure and includes the fabrication and setting of the
concrete planters and installation of screen skirt and drain hole filter
in accordance with the plans and specifications.
44) Placement of Trash Receptacles
This item includes the furnishing of all labor and materials for the
setting of trash receptacles provided by the City. The installation
is based on a unit-cost figure and includes the placement of each con-
tainer in accordance with the plans and/or city supervisor's direction.
45) Install Traffic Signal and Safety Lighting at the Intersection of
Pacific Coast Highway and Main Street
This item includes the furnishing of all labor and materials for the
installation of traffic signals and safety lighting. The installation
is based on a lump sum and includes the installation of a city-furnished
Type 170 controller assembly.
Description of Bid Items (Continued)
46) Modify Traffic Signal and Safety Lighting at the Intersection of
Pacific Coast Highway and Main Street
This item includes the furnishing of all labor and materials for the
modification of traffic signals and safety lighting. The installation
is based on a lump sum and includes the cost for temporary wiring and
maintenance of existing equipment.
47) Modify Main Street Street Lighting System
This bid item includes the furnishing of all labor and materials for
the modification of the existing street lighting system. The lump
sum bid item includes high pressure sodium vapor luminaires, conduit,
conductors, pullboxes, service drop and service equipment.
48) Remove Parking Meter Posts and Foundations Complete
This item includes all labor and materials for the removal of existing
parking meter posts and foundations complete.
49) Install Parking Meter Posts and Foundations
This item includes all labor and materials for installation of parking
meter posts and foundations.
50) Install Signs, Sign Posts, Striping, Parking Stall Markings, and Cross-
walk Markings
This item includes all labor and materials necessary for the installation
of signs, posts, markings, etc.
INDEX
Page
Notice Inviting Sealed Bids
Proposal
Description of Bid Items
Standard Specifications
PART I
General Special Provisions 1
1.2. 1 Definitions 1
1.3.1 Abbreviations 2
2-1.1 Award of Contract 2
2-1.2 Execution of Contract 2
2-1.3 Failure to Execute Contract 2
2-4.1 Return of Bid Bond
2-4.2 Guarantee 3
2-5.1.1 Plans and Specifications 3
2-5.1.2 Competency of Bidders and Payment for Plans
and Specifications 114
2-6.1 Removal of Defective and Unauthorized Work
2-7.1 Soil Conditions 4
2-9.1 Permanent Survey Markers L;
2-10.1 Authority of Board and Inspection 4
2-10.2 Inspection Within State Highways and/or
Roadway Right of Way o
2-10.3 Final Inspection
3-6 Arbitration
3-6.1 Agreement of Parties
3-6.2 Initiation of Arbitration
3-6.3 Selection of Arbitrators 7
3-6.4 Discovery 7
3-6.5 Arbitration Award
3-6.6 Award of Costs .7
3-6.7 Subcontractors and Suppliers 3
3-6.8 Waiver ?
3-6.9 Definitions `t
4-1.4.1 Test of Materials 3
6-I.I Construction Schedule and Commencement
of Work
6-1.2 Progress of the Work and Time for
Completion
6-2. 1 Progress Schedule 9
6-8.1 A cceptance 5
7-2.3 General Prevailing Wage Rates
7-2.4 Payroll Records
7-2.2.1 Longshoremen's and Harbor Workers'
Compensation Act 1
7-3.1 Public Liability and Property Damage Insuraoce I '
7-5.1 Permits and Licenses 12
7-6.1 The Contractor's Representative i 2
7-6.2 Superintendence ;2
STANDARD SPECIFICATIONS
Index - p. 2
7-8.1 Cleanup and Dust Control i
7-8.5.1 Use of City Water System ;2
7-8.7 Noise Control 12
7-8.8 Flow and Acceptance of Water 13
7-8.9 Erosion Control 13
7-8.10 California Regional Water Quality Control
Board Permit 13
7-10.1.1 Traffic and Access 14
7-10.1.2 Safety Precautions 14
7-15 Registration of Contractor 15
9-3.2.1 Progress Payments i 5
9-3.2.2 Final Payment 15
Section 10 Proposal Requirements 16
10-1 Examination of Plans, Specifications, Special !6
Provisions and Site of Work
10-2 Proposal Form I6
10-3 Proposal Bid Bond 16
10-4 Withdrawal of Proposals I6
10-5 Public Opening of Proposals 17
10-6 Rejection of Proposals Containing Alterations,
Erasures or Irregularities 17
10-7 Disqualification of Bidders . 7
10-8 17
Section 11 Permits, Contract Completion 17
Special Provisions I
PART 2
Construction Materials
201-2.2 Reinforcing Steel 9
207-2.5 Joints i 9
207-2.9 Basis for Acceptance 1;)
211-2.1 Laboratory Maximum Density 19
211-2.3 Relative Compaction 19
211-3 Sand Equavalent Test f9
211-4 Sidewalk 19
PART 3
Construction Methods 'Lu
A. General Description of Work 20
B. Additions to Standard Specifications 20
300-1.2 Preservation of Property 20
300-1.3.1 Removal and Disposal of Materials (General) 20
300-1.3.1a Hauling of Materials 20
300-1.3.2(a) Bituminous Pavement Removal 20
300-2.6 Excess Excavation: Surplus Materials 21
300-2.9 Unclassified Excavation: Payment 21
300-2 Untreated Base Materials 21
STANDARD SPECIFICATIONS
Index-p.3
302-5 Asphalt Concrete 21
302-5.2 Asphalt Concrete Pavement - Prime Coat 22
302-5.3.1 Asphalt Concrete Pavement - Seal Coat 22
302-5.4 Asphalt Concrete Paving - Distribution and
Spreading 22
302-5.5 Asphalt Concrete Pavement - Rolling 22
302-5.8 Asphalt Concrete Pavement - Measurement and
Payment 22
303-1.1 Emulsion - Aggregate Slurry 23
303-1.2 Subgrade for Concrete Storm Drain Structures 23
303-1.8.6 Joints 23
303-5 Portland Cement Concrete 23
306-1.1.1 Trench Excavation - General 24
306-1.2.1 Bedding 24
306-1.2.2 Pipe Laying 24
306-1.3 Backfill and Densification 25
306-1.6 Payment - Pipe Installation 25
307 Street Lighting and Traffic Signals 25
307-2.0 Installation of Traffic Signal and Lighting
System 25
307-2.1 General Requirements 25
307-2.1.0 Application of Standard Specifications 25
307-2.1.1 Description 25
307-2.1.2 Regulations and Code 26
307-2.1.3 Equipment List and Drawings 26
307-2.1.4 Warranties, Guarantees and Instruction Sheets 26
307-2.1..5 Maintaining Existing Temporary Electrical Systems 26
307-2.1.6 Scheduling of Work 27
307-2.1.7 Safety Precautions 27
307-2.1.8 Definitions 27
307.2.2.1 Excavating and Backfilling 27
307-2.2.3 Foundations 27
307-2.2.5 Wiring 27
307-2.2.6 Conduit 27
307-2.2.7 Bonding and Grounding
307-2.2.8 Service
307-2.2.9
307-2.2.10
307-2.2.12
307-2.2.13
307-2.2.14 Testing 28
307-2.2.15
307-2.2.16
307-2.3.1
307-2.3.2
307-2.6 Lighting General 29
307-2.8 Payment 29
STANDARD SPECIFICATIONS
Index-p.4
307-4.6.1 Signal Faces and Signal Heads 30
307-4.6.2 Pedestrian Signals 34
307-4.12 Internally Illuminated Street Name
Signs 35
307-4.13 Controllers 40
310-5.6 Painting Traffic, Striping, Pavement
Markings and Curb Markings 41
310-5.9 Roadside Signs and Markers 41
310-5.9.1 Traffic Control Devices 41
310-5.9.2 Relocation of Existing Devices 41
310-5.9. 3 Miscellaneous Highway Signs 41
310-5.10 Basis of Payment 41
312-3 Construction Water 42
312-4 Installation of Water Facilities 42
312-5 Street Lighting 42
308-4 Planting 43
308-4.1 General Requirements 43
308-4.11 Scope of Work 43
308-4.3 Verification of Dimensions and Plant
Quantities 43
308-4.10 Special Instructions 43
308-4.11 Materials 43
308-4.12 Work Procedures 46
308-4.13 Inspection 48
308-4.14 Maintenance 46
308-4.15 Guarantee and Replacement 49
308-4.16 Protection and Cleanup 49
308-4.17 Protection of Existing Trees 49
308-4.18 Pruning and Triming of Existing Trees
and Shrubs 50
308-4.19 Planting and Irrigation Improvements in
Driveway Area at Pacific Coast Highway
and 5th Street 51
308-5 Irrigation 52
308-5.1 General Requirements 52
308-5.1.1 Scope of Work 52
308-5.1.2 Special Instructions 52
308-5.1.3 Responsibility 52
308-5.1.4 Verification of Dimensions 53
308-5.1.5 Line Clearance 53
308-5.1.6 Materials 53
308-5.1.7 Work Procedure 55
308-5.1.8 Review of Work 59
308-5.1.9 Record Drawings 60
308-5.1.10 Protection and Cleanup 60
308-5.1.11 Guarantee 61
308-5.1.12 Extra Sprinkler Heads 61
308-9 Pre-Cast Concrete Street Furniture
Specification 62
STANDARD SPECIFICATIONS
Index-p.5
Irrigation, Planting, Bike Rack/Bollard Details Attachment A
California Coastal Permit Attachment B
Transportation Encroachment Permit Attachment C
Letter from State Parks and Recreation
Department Attachment D
Regulations - Housing and Urban Development
Block Grant Program Attachment E
STANDARD SPECIFICATIONS
STANDARD SPECIFICATIONS
Except as hereinafter provided, the provisions of the 1979 Edition o` the "Standard
Specifications for Public Works Construction" (Green Book) published by Building News,
Inc. 3055 Overland Avenue, Los Angeles, California 90034, and all amendments thereto,
adopted by the Joint Cooperative Committee of Southern California District and
Associated Contractors of California; hereinafter referred to as Standard Specifications,
are adopted as the "Standard Specifications" for this project and shall be considered as a
part of these Special Provisions.
Where specified, the specified editions of "Standard Specifications" and "Siondard Plans"
of the State of California, Business and Transportation Agency, Department of
Transportation, shall apply. If no date of publication is specified, the most recent
edition, as of the date of publication of the Notice Inviting Bids for this contract, shall
apply.
PART I
GENERAL SPECIAL PROVISIONS
The following additions are made to the "Standard Specifications." If ther-e is a conflict
between the Standard Specifications and these additions, these additions :hall hav-- first
precedence.
1.2.1 Definitions
(a) AGENCY The City of Huntington Beach, Coliforn': also
hereinafter called "CITY".
(b) BOARD The City Council of the City of Huntington :leach,
California.
(c) CONTRACT Documents including but not limited tc the
DOCUMENT proposal forms p-I through p-E, Star dcrd
Specifications, General Provisions, Specia!
Provisions, Plans, Bonds, Insurance, C•I-ntract
Agreement and all addenda setting forth any
modifications of the documents.
(d) ENGINEER The administrating officer of the City of
Huntington Beach or his authorized representative.
(e) BIDDER Any individual, co-partnership, associati:;n or
corporation submitting a proposal -or the work
contemplated acting directly or through a duly
authorized representative.
(f) LEGAL ADDRESS The legal address of the Contractor shall be
OF CONTRACTOR the address given on the Contractor's bid and is
hereby designated as the place to which a!I
notices, letters or other communications to the
Contractor shall be mailed or delivered.
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STANDARD SPECIFICATIONS
(g) LABORATORY An established laboratory approved and
authorized by the Engineer for testing
materials and Work involved in the Contract.
(h) SPECIAL PROVISIONS The special provisions are specific clauses
setting forth conditions or requirements
peculiar to the work and supp!ementary to
these Standard Specifications. The
Department of Transportation publications
entitled Labor Surcharge and Equipment
Rental Rates and General Prevailing Wage
Rates are to be considered as a part of the
special provisions.
(i) STATE CONTRACT Chapter 3, Part 5, Division 3, Title 2 of the
Government Code. The provisions of this
act and other applicable laws, form and
constitute a part of the provisions of this
contract to the some extent as if set forth
herein in full.
1- .l Abbreviations
O.C.E.M.A. Orange County Environmental Management Agency.
2-1.1 Award of Contract
The City reserves the right to reject any and all Proposals. The award of the
Contract, if it be awarded, will be to the lowest responsible Bidder whose
Proposal complies with all the requirements prescribed by the City.
2-1.2 Execution of Contract
The Contract shall be signed by the successful Bidder within ten (10) working
days after award, and be returned together with the Contract bonds, to the
City Clerk's office. Work shall commence within 10 working days after the
contract has been fully executed. No Proposal shall be considered binding upon
the City until the Contract is executed by the Contractor and the City. The
Contract time shall start on the day of Contract execution by the City.
2-1.3 Failure to Execute Contract
Failure to execute a Contract and file acceptable bonds as provided !ierein
within the time specified for the applicable Contract category shall be just
cause for the cancellation of the award and the forfeiture of +he propcsol bid
bond.
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STANDARD SPECIFICATIONS
2-4.1 Return of Bid Bond
Within ten (10) days after the award of the contract, the City of Huntington
Beach will return the bid bonds accompanying the proposals which are not to
be considered in making the award. All other bid bonds will be held until the
contract has been finally executed, after which they will be returned to the
respect ive bidders whose proposal they accompany.
2-4.2 Guarantee
The Contractor, by submission of a bid for this project, expressly agrees to the
herein stipulated guarantee of materials, products, workmanship, and
installations incorporated into this project.
All work performed in accordance with these plans, standard specifications,
and special provisions, including, but not limited to, workmanship, installation,
fabrications, material and structural, mechanical, or electrical facilities shall.
be guaranteed for a period of six months, commencing with the filing of the
notice of completion and acceptance of the contract by the City, unless
specific areas are to be guaranteed longer as provided in Special Provisions.
Security of this guarantee shall be furnished to the City and may be included
as part of the Faithful Performance Bond. There shall be express wording ir.
the Performance Bond, if such bond includes the guarantee or warranty of the
Labor and Materials for a six months period, commencing with the filing of the
Notice of Completion and acceptance of the contract by the City. The
guarantee amount shall be for the full amount of the Performance Bond.
Release of the Performance Bond shall not apply to the guarantee or warrant
period.
The Contractor, by agreeing to this latent defect guarantee, also agrees tha.
within 10 days after notification of a failure or deterioration of a fecility or
work covered under this contract, he will repair, replace or show reasonabl•�
cause as to reason for further delay. Refusal or failure to commence repair or
replacement will cause the City to file claim against the bond.
Excepted from the guarantee of labor and materials will be defects caused by
acts of God, acts of the City, acts of vandals, or by acts of others outside or
beyond the control of the Contractor.
2-5.1.1 Plans and Specifications
The Engineer will provide the Contractor, free of charge, copies of plans,
special provisions and additions to the General Provisions of the Standard
Specifications that are reasonably necessary for the execution of work.
Contractor shall, at his own expense, obtain copies of Standard Specifications
and Standard Plans and Specifications of the State of California, for his
general use.
If after award of contract, should it appear that the work to be done, or any
matter relative thereto, is not sufficiently detailed or explained in the
Standard Specifications, Special Provisions and plans, the Contractor shot!
request from the Engineer further explanation or interpretation of tha
contract. The request by the Contractor and the Engineer's response shall be
in writing.
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STANDARD SPECIFICATIONS
All scaled dimensions are approximate. Before proceeding with any work, the
Contractor shall carefully check and verify all dimensions and quantities and
shall immediately inform the Engineer or his representative of any
discrepancies.
2-5.1.2 Competency of Bidders and Payment for Plans and Specifications
Plans, Special Provisions and Proposal forms will be issued only to those
contractors who can qualify as competent bidders. A charge will be required
for the taking out of plans, none of which will be refunded to any bidder.
2-6.1 Removal of Defective and Unauthorized Work
All Work which is defective in its construction or does not meet all of the
requirements of the Plans and/or Specifications shall be remedied, or removed
and replaced by the Contractor in an acceptable manner, and no compensation
will be allowed for such correction.
Any Work done beyond the limits of the lines and grades shown on the Flans or
established by the Engineer, or any extra Work done without written cuthority.
will be considered as unauthorized and will not be paid.
Upon failure on the part of the Contractor to comply forthwith with any order
of the Director made under the provisions of this article, the Engineer shall
have authority to cause defective Work to be remedied, or removed and
replaced, and unauthorized Work to be removed, and to deduct the costs cnd
thereof from any monies due or to become due the Contractor.
2-7.1 Soil Conditions
The Contractor shall inspect the soil conditions himself before submitting a
bid. By submitting a bid, the Contractor acknowledges that he has satisfied
himself as to the quality of the Work including but not restricted to the
conditions affecting, handling and storage of materials, disposal of excess
materials, the soil conditions, and level and amount of groundwater.
2-9.1 Permanent Survey Markers
Unless otherwise provided in the Special Provisions, the Contrcctor shall be
responsible for protecting all existing horizontal and vertical survey controls,
monuments, ties and bench marks located within the limits of the project. If
any, of the above require removal, relocating or resetting, the Contractor shall,
prior to any construction Work, notify the Engineer so arrangements can be
made to establish sufficient temporary ties and bench marks to enable the
points to be reset after completion of construction.
2-10.1 Authority of Board and Inspection
The Contractor shall give at least 24 hours advance notice when he or his
Subcontractor will start or resume the Work.
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STANDARD SPECIFICATIONS
The above notice is to be given during working hours, exclusive of Saturday,
Sunday or City holidays for the purpose of permitting the Engineer to make
necessary assignments of his representatives.
If the Contractor elects to work under this contract more than 8 hrs/day or
more than 40 hrs/week, Saturday, Sunday, or City holidays, he shall arrange
with the Engineer for the required inspection service and pay the special
inspection fees which will be charged at the following rates:
4 hrs. or less/day $ 87.50
4 hrs. to 8 hrs/day $175.00
When Special Inspection is required, the Contractor shall notify the City and pay
inspection fees 24 hours in advance. If the Contractor is directed by the City to
work under this contract more than 8 hrs/day or more than 40 hrs/week, the Special
Inspection fee requirements will be waived.
Any work performed in conflict with said advance notice, without the present- or
approval of the Engineer, or Work covered up without notice, approval or consent
may be rejected or ordered to be uncovered for examination at Contractor's
expense, and shall be removed at Contractor's expense, if so ordered by the
Engineer. Any unauthorized or defective Work, defective material or workmanship
or any unfaithful or imperfect Work that may be discovered before the final
payment and final acceptance of Work shall be corrected immediately without extra
charge even though it may have been overlooked in previous inspections and
estimates or may have been caused due to failure to inspect the wor<<.
All authorized alterations affecting the requirements and information given o:-, the
approved Plans shall be in writing. No changes shall be made on any plon or drawing
after the some has been approved by the Engineer, except by direction of the
Engineer in writing. Deviations from the approved Plans, as may he ree.;'red by the
exigencies of constructions will be determined in all cases y the Enginee, end
authorized in writing.
All instructions, rulings and decisions of the Engineer shall be in writing and shcl, be
final and binding on all parties unless formal protest is made in writing and as
provided in the following paragraph:
If the Contractor considers any Work demanded of him to be outside the
requirements of the Contract, or if he considers any instruction, ruling or decision of
the Engineer to be unfair, he shall within ten (10) days after any such demons' is
made, or instruction, ruling or decisions is given, file a written protest with the
Engineer, stating clearly and in detail his objections and reasors therefore. Except
for such protests and objections as are made of record, in the manner and within the
time above stated, the Contractor shall be deemed to have waived and does hereby
waive all claims for Extra Work, damages and extensions of time on account of
demands, instructions, rulings and decisions of the Engineer.
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STANDARD SPECIFICATIONS
Upon receipt of any such protect from the Contractor, the Engineer shall
review the demand, instruction, ruling or decision objected to and shall
promptly advise the Contractors, in writing of his final decision, which
shall be binding on all parties, unless within the ten (10) days thereafter
the Contractor shall file with the City Counsil a formal protest against
said decision of the Engineer. The City Council shall consider and render
a final decision on any such protect within thirty (30) days of receipt of
same.
2-10.2 Inspection Within State Highways and Railroad Right of Way
The Contractor shall prosecute Work on any State Highway or within any
railroad right of way only in the presence of the inspector representing
the State Division of Highways or the railroad company and any Work done
in the absence of said inspector will be subject to rejection. The Con-
tractor shall make the appropriate notification according to the instruction
given on the State Encroachment Permit or railroad permit for all inspections,
and shall post all bonds and certifications required by the permit. The
permit shall be acquired by the City. However, the Contractor will be
required to secure any additional permits under his own name, which permits
shall be processed at the Contractor's expense. The Contractor shall pay
for all testing and inspections required by a State Encroachment Permit or
a railroad permit. The cost of the required state testing and inspections
required by the permit will be paid to the Contractor as an extra. The
reimbursed costs will cover actual expenses invoiced the contractor. Cost
for securing the permit(s) , bonds, etc. will not be reimbursed.
2-10.3 Final Inspection
Whenever the Work .provided for and contemplated by the cons- Ict sl.oll have
been satisfactorily completed and the final cleaning performed, the Engineei
will make the final inspection.
3-6 Arbitration
3-6.1 AGREEMENT OF PARTIES -- By entering into the contract bctn parties are
obligated, and hereby agree, to submit all disputes arising under or relaying to
the contract which remain unresolved after exhaustion of all remedies
available under the contract to independent arbitration prior to litigction.
Except as otherwise provided herein, the arbitration shall be conducted under
Code of Civil Procedure Section 1280 et seq., and applicable departmental
regulations.
Either party may elect to proceed under Government Code Section 14378 for
disputes subject to that section (see Section 9-1.045, "Determination of
Rights," of the, Standard Specifications). Such an election shall constitute a
waiver of arbitration hereunder. Arbitration by both parties shall const;tute a
waiver of the right to proceed under Government Code Section 14376. The
arbitration provided for in this contract shall be "de novo", cnd any prior
internal contractual dispute decision of the contracting agency shall not be
final or conclusive.
3-6-2 INITIATION OF ARBITRATION — Except on cost audit, latent defect,
warranty or guarantee claims by the contracting state agency, arbitration of
any dispute must be demanded in writing not later than one hundred eighty
(180) days after receipt of a final written decision by the contracting state
agency. If a final decision has not been issued within two hundred forty (240)
days after acceptance of the work, a party shall have the immediate right
thereafter to demand arbitration.
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STANDARD SPECIFICATIONS
3-6.3 SELECTION OF ARBITRATORS — Unless the parties agree otherwise,
arbitration shall be by a single neutral arbitrator who shall be an attorney or
retired judge. If the parties cannot agree to the appointment of a neutral
arbitrator, either party may petition the superior court to appoint a neutral
arbitrator from the panel of arbitrators certified by the Arbitration
Committee.
The arbitrator may employ an expert technical advisor in disputes of
extraordinary technical complexity on motion of either party or with the
consent of the parties. On motion of either party, a non-attorney arbitrator
shall employ an attorney advisor to assist in preparing the arbitration award.
The parties shall share the expense of such advisors pro rata.
3-6.4 DISCOVERY — The parties consent to discovery rights and procedures as
provided in Code of Civil Procedure Section 1283.05. The provisions of
subparagraph (e) of Section 1283.05 shall not be applicable to discovery under
this contract.
3-6.5 ARBITRATION AWARD — The arbitrator shall decide the dispute in
accordance with the applicable substantive law of California. An award,
including an award of costs and fees pursuant to subparogrophy if;, is beyc)d th
power of the arbitrator if the findings of fact are not supported by substantial
evidence or the award is based on an error of law. The award shall include
written findings of fact, a summary of the evidence and reasons underlying the
decision, and conclusions of law.
Either party may petition the court to correct or vacate the cw?rd; provided,
however, that the contracting state department may not petitio.) to vac_,te on
award without prior written authorization by the relevant Agency Secretary.
3_6.6 AWARD OF COSTS — The arbitrator may also award reasonable and necessary
costs actually incurred by the prevailing party, including that p-3rty's share of
the arbitrator's fees, costs and expenses, as well as any administration fees..
The arbitrator may also include reasonable attorney fees in an award of costs
if:
M the arbitrator finds that the party against whom the fees are assessed
acted frivolously or in bad faith in its demand for, or partic;potion in, the
abritration; or
(ii) not less than ten (10) days prior to the arbitration hearing the party made
an offer in writing to settle any dispute which was not accepted prior to
such hearing, and the arbitration award is less favorable to the opposing
party than the offer of settlement; provided, however, the offering party
may only be awarded attorney fees from the time of the offer.
If awarded, attorney fees shall not exceed the lowest rate incurred by either
party, proof of which must include contemporaneous time records.
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STANDARD SPECIFICATIONS
.3-6.7 SUBCONTRACTORS AND SUPPLIERS — All contracts valued at mere than
$15,000 between the general contractor and its subcontractors and suppliers
shall include a provision that the subcontractors and suppliers shall be bound to
the contractor to the same extent that the contractor is bound to the State by
all terms and provisions of this contract, including the arbitration provision.
3-6.8 WAIVER — Nothing in this contract shall preclude the parties from waiving
their right to arbitrate disputes under this contract and instead seeking relief
in a court of competent jurisdiction. However, such a waiver must be by
mutual written agreement executed after the dispute has arisen and approved
on behalf of the state department by the relevant Agency Secretary.
3-6.9 DEFINITIONS — The term "dispute" as used herein means any claim or demand
for compensation or damages asserted by one party to this contract against the
other party, arising under or relating to this contract which rerr;air.s unresolved
after exhausting all contractual remedies except arbitration (see Sectior
9-1.07B, "Final Payment and Claims," of the Standard Specifications).
The phrase "Arbitration Committee" means the committee of seven M.
members created by Executive Order B 50-78 issued December 8, 1978.
4-1.4.1 Test of Materials
All tests of materials furnished by the Contractor shall be made in accordance
with commonly recognized standards of national organizations, cnd such
special methods and tests as are prescribed in the Standard Specifications.
No materials shall be used until they have been approved by the Engineer.
The Contractor shall, at his expense, furnish the City, in trip;icate, certifies
copies of all required factory and mill test reports. Any materials by
the Contractor from a factory or mill prior to having satisfactorily passed such
testing and inspection by a representative of the City shall not he *ncorporated
in the Work, unless the Engineer shall have notified the Contractor, in writing,
that such testing and inspection will not be required.
At the option of the Engineer, the source of supply of each of the materials
shall be approved by the Engineer before delivery is started and before. such
material is used in the Work.
The City of Huntington Beach will pay for the initial soil and material tests.
Any subsequent soil and materials tests deemed necessary due to the failure of
initial tests will be at the Contractor's expense.
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STANDARD SPECIFICATIONS
6-1.1 Construction Schedule and Commencement of Work
Prior to the start of Work, arrangements will be made for a meeting between
the Contractor and the Engineer. The purpose of this meeting is to coordinate
the activities of the Contractor within the limits of this contract, review
scheduling, discuss construction methods and clarify inspection procedures.
The contractor shall submit for approval by the Engineer a complete schedule
showing the number of working days required to complete the project.
The contract time shall commence upon the date of execution of the contract
by the City.
6-1.2 Progress of the Work and Time for Completion
The Contractor shall begin Work within ten (10) working days after the
contract has been fully executed by the City and shall diligently prosecite thc�
some to completion before the expiration of the time specified ;n the proposal,
specifications, and/or contract.
6-2.1 Progress Schedule
When, in the judgment of the City, it becomes necessary to accelerate the
Work, the Contractor, when ordered, shall cease Work at any perticulc- point
and concentrate his forces at such other point or points as directed; and
execute such portions of his Work as may be required to enable others to
hasten and properly engage and carry on their Work.
6-8.1 Acceptance
Should it become necessary, due to developed conditions, to occupy any portion
of the Work before contract is fully completed, such occupancy shall not
constitute acceptance.
7-2. 3 Compliance with Local, State and Federal Requirement relative to
Prevailing Wage Rates and E.E.O.
The highest prevailing wage rates established by the State Director
of Industrial Relations in accordance with Section 1773.2 of the Labor
Code or established by the Secretary of the Department of Labor shall
govern and be made part of this contract.
This contract is being funded by the U.S. Department of Housing and
Urban Development under the 1968 Housing and Community Development
Block Grant Program, as amended. The contractor and subcontractors
shall comply with the Federal requirements attached and made part of
these specifications.
7-2.4 Payroll Records
The Contractor's attention is directed to the following provisions of Labor
Code Section 1776 (Stats. 1978, Ch. 1249). The Contractor shall be responsibl
for compliance with these provisions by his subcontractors.
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STANDARD SPECIFICATIONS
a. Each contractor and subcontractor shall keep an accurate payroll record,
showing the name, address, social security number, work classification,
straight time and overtime hours worked each day and week, and the
actual per diem wages paid to each journeyman, apprentice, worker, or
other employee employed by him or her in connection with the public
work.
b. The payroll records enumerated under subdivision (a) shall be certified
and shall be available for inspection at all reasonable hours at the
principal office of the contractor on the following basis:
I. A certified copy of an employee's payroll record shall be made
available for inspection or furnished to such employee or his or her
authorized representative on request.
2. A certified copy of all payroll records enumerated in subdivision (a)
shall be made available for inspection or furnished upon request to
a representative of the body awarding the contract, the Division of
Labor Standards Enforcement and the Division of Apprenticeship
Standards of the Department of Industrial Relations.
3. A certified copy of all payroll records enumerated in subdivision (a)
shall be made available upon request to the public for inspection or
copies thereof made; provided, however, that a request by the
public shall be made through either the body awarding the contract,
the Division of Apprenticeship Standards, or the Division of Labor
Standards Enforcement. The public shall not be given c,c�-e5;s to
such records at the principal office of the contractor.
(c) Each contractor shall file a certified copy of the records
enumerated in subdivision (a) with the entity that requested.
such records within 10 days after receipt of a written regij,:st.
(d) Any copy of records made available for inspection, as copies
and furnished upon request to the public or any public agency
by the awarding body, the Division of Apprenticeship
Standards or the Division of Labor Standards Enforcement
shall be marked or obliterated in such a manner as to prevent
disclosure of an individual's name, address and social sec.:urity
number. The name and address of the contractor awarded the
contract or performing the contract shall not be mcrl<ed or
obliterated.
(e) The contractor shall inform the body awarding the co,itract
of the location of the records enumerated under subdivision
(a), including the street address, city and county, and shall,
within five working days, provide a notice of a change of
location and address.
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STANDARD SPECIFICATIONS
(f) In the event of noncompliance with the requirements of this
section, the contractor shall have 10 days in which to comply
subsequent to receipt of written notice specifying in what
respects such contractor must comply with this section.
Should noncompliance still be evident after such 10-day
period, the contractor shall, as a penalty to the state or
political subdivision on whose behalf the contract is roade or
awarded, forfeit twenty-five dollars ($25) for each calendar
day, or portion thereof, for each worker, until strict
compliance is effectuated. Upon the request of the Division
of Apprenticeship Standards or the Division of Labor
Standards Enforcement, such penalties shall be withheld from
progress payments then due.
7-2.2.1 Longshoremen's and Harbor Workers' Compensation Act
"Where Contractor has employees to whom the Longshoremen's and Harbor
Workers' Compensation Act (33 U.S.C. 901 et seq.) applies, contractor shall,
prior to performing services under this agreement, file with the Board, c
certificate of compliance with this Act. Certificates of compliance can be
obtained from the Deputy Commissioner, Office of Workers' Compensation
Programs, U.S. Department of Labor, ESA, P. O. Box 3327, Terminal island,
CA. 907 31."
7-3. 1 Public Liability and Property Damage Insurance
The Contractor shall furnish to the City and maintain during the life of the
contract a public liability insurance policy in which the City is name: c:s 0-1
additional insured. The Contractor shall also hold harmless the City, it,-,
officers and employees while acting within the scope of their duties, against
all claims arising out of or in connection with the Work to be pe+formed. Th:_•
policy shall provide for not less than the following amounts:
Combined Single Limit Bodily Injury and/or Property
Damage Including Products Liability: $1,000,000 Combined
single limit per occurrence.
Such policy shall provide coverage at least as broad as that provided in the
Standard Form approved by the National Bureau of Casualty Underwriters
together with such endorsements as are required to cover the risks involved.
The Contractor shall arrange for the policies to be so conditioned as to cover
the performance of "Extra Work", should such Work become necessary.
Prior to the commencement of Work under the contract, evidence of insurance
shall be furnished on a form provided by the City, and no other form will be
accepted. In addition, the Contractor shall furnish evidence of a commitment
by the insurance company to notify the City of the expiration or cancellation
of any of the insurance policies required hereunder not less than 30 days before
any change in coverage, expiration or cancellation is effective.
The Contractor shall also show proof of Worker's Compensation coverage or a
valid certificate of self insurance.
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STANDARD SPECIFICATIONS
7-5.1 Permits and Licenses
Except as otherwise specified in the Special Provisions, the Contractor shall
procure all permits and licenses, pay all charges and fees and give all notices
necessary and incident to the due and lawful prosecution of the Work. These
permits and licenses shall be obtained in sufficient time to prevent delays to
the Work. In the event that the agency has obtained permits, licenses or other
authorizations applicable to the Work, the Contractor shall comply with the
provisions of said permits, licenses and other authorizations. The Contractor
shall obtain from the State of California, the Industrial Safety Permit required
for the various construction items.
7-6.1 The Contractor's Representative
Contractor shall also file with the Engineer, the address and telephone
numbers where he or his designated representative may be reached during
hours when the Work is not in progress. Instructions and informa-i-ion given by
the Engineer to the Contractor's authorized representative in person, at the
address or telephone numbers filed in accordance with this section shell be
considered as having been given the Contractor.
7-6.2 Superintendence
Whenever the Contractor is not present on any part of the WD-,C whe;e the
City desires to give direction, orders will be given by the Director in writing,
and shall be received and obeyed by the Contractor's superintendent or
foreman in charge of the particular Work in reference to which orders are
given.
7-8.1 Cleanup and Dust Control
All surplus materials shall be removed from the site immediately after
completion of the work causing the surplus materials.
Unless the construction dictates otherwise, and unless otherwise approved by
the Engineer, the Contractor shall furnish and operate •a self-loading motor
sweeper with spray nozzle at least once each working day to keep paved areas
acceptably clean whenever construction, including restoration is incomplete.
7-8.5. 1 Use of City Water System
The Contractor shall make arrangements with the City of Huntington Beach
Water Department for requirements, location of source and payment prior to
the taking of any water from the City system.
7-8.7 Noise Control
If the construction site is located adjacent to a residential area, the
Contractor shall take all necessary steps to limit the amount of noise emitting
from construction equipment used.
In addition, working hours shall be restricted to between the hours of 7:00 AM
to 6:00 PM.
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STANDARD SPECIFICATIONS
7-8.8 Flow and Acceptance of Water
Storm, surface and possibly ground or other water may be encountered at
various times and locations during the Work. Such waters may interfere with
the Contractor's operations and may cause damage to adjacent or downstream
private and/or public property by flooding or lateral erosion if not properly
controlled by the Contractor and the Contractor acknowledges that his bid was
prepared accordingly. The Contractor, by submitting a bid, assumes all of saie
risk.
The Contractor shall conduct his operations in such a manner that storm or
other waters may proceed without diversion or obstruction along existing
street and drainage courses. Drainage of water from existing catch basins
shall be maintained at all times. Diversion of water for short recches to
protect construction in progress will be permitted if public or private
properties are not damaged or, in the opinion of the Engineer, are not subject
to the probability of damage. The Contractor shall obtain written pern-lissior,
from the applicable public agency or property owner before any diversion of
water will be permitted by the Engineer.
In the course of water control, the Contractor shall conduct construction
operations to protect waters from pollution with fuels, oils, bitumens or other
harmful materials.
The City has received a permit for discharging from the Califomir, R--g'onc!
Water Quality Control Board that is reproduced in these Spec;a! Provisions as
Attachment B.
7-8.9 Erosion Control
The Contractor shall submit a written plan specifying method.; to contro:
erosion due to the construction activities of the project. This plan s;�e!! be
submitted for approval to the Director no later than five (5) days after the
opening of bids.
7-8.10 California Regional Water Quality Control Board Permit
The City has received a permit for discharge from the California Regional
Water Quality Control Board. No water quality problems are anticipated as a
result of groundwater dewatering discharge. However if problems develop and
it is necessary to aerate, oxidize, detail or otherwise treat the discharge, said
treatment will be considered as "extra work" and shall be carr;ed on by the
Contractor.
All monitoring and reporting required by the permit will be do:ie by the City;
however, this does not relieve the Contractor from compliance with other
conditions, provisions and requirements of the permit.
Applicable sections of said permit are hereinafter contained in Attachment B
and shall be considered as part of these Special Provisions.
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STANDARD SPECIFICATIONS
7-10.1.1 Traff is and Access
No full closures will be permitted. Daylight lane closures will '-)e permitted
with prior approval of the Engineer provided flagmen are available- for control
of vehicle movements. Closures are limited to between 9:00 AM and 3:00 PM.
Safety precautions shall conform to Section 86-1.07 of State Standard
Specifications and these Special Provisions. Access to business' shall be
maintained at all times.
Applicable sections of California Administrative Code, Title 8, concerning
electrical and construction safety standards and practices, shall be adhered to
and enforced by the Contractor.
Contractor shall require that an approved safety vest be worn by all personnel
who are working at this project site. Any worker without a .vest may be
ordered off the job .by the Inspector until such apparel is .acquired. Questions
as to approved vests shall be directed to the Engineer.
The Contractor shall provide for and maintain provisions for public traffic
through the construction area at all times. Unless otherwise specified in these
Special Provisions, work shall be in accordance with Sections 4-1.04, 7-1.08
through 7-1.95 inclusive, 15-1.02 through I5-2.05E inclusive, of the State
Department of Transportation, Standard Specifications, and as provided for in
Title 8 of State of California, Deportment of Industrial Relations,
Construction Safety Orders, and Chapter 12.24, "Warning Lights -- Barr!_-odes"
of the Huntington Beach Municipal Code.
The Inspector may require additional devices as traffic onJ construction
conditions require. Questions as to construction warning signs and devices
shall be directed to the Engineer.
7-10.1.2 Safety Precautions
The Contractor shall provide for and maintain provisions for public traffic
through the construction area at all times. Unless otherwise specified in these
Special Provisions, work shall be in accordance with Sections 4-1.04, 7-1.08
through 7-1.95 inclusive, 15-1.02 through 15-2.05E inclusive, of the State
Department of Transportation, Standard Specifications, and as provided for :n
Title 8 of State of California, Department of Industrial Relations,
Construction Safety Orders, and Chapter 12.24, "Warning Lights -- Barricades"
of the Huntington Beach Municipal Code.
The Inspector may require additional devices as traffic and construction
conditions require. Questions as to construction warning signs and :devices
shall be directed to the Engineer.
Contractor shall require that an approved safety vest be worn by all personnel
who are working at this project site. Any worker without a vest may be
ordered off the job by the Inspector until such apparel is acquired. Questions
as to approved vests shall be directed to the Engineer.
Applicable sections of California Administrative Code, Title 8, concerning
electrical and construction safety standards and practices, shall be adhered to
and enforced by the Contractor.
-14-
STANDARD SPECIFICATIONS
7-15 Registration of Contractor
Prior to the award of contract, the contractor shall be licensed in accordance
with the provisions of Article I to 9 inclusive of Chapter 9, Division 3 of the
Business and Progessions Code of the State of California and Amendments
thereof, providing for the registration of contractors, and defining the term
contractor; providing a method of obtaining licenses to engage in the business
of contracting and fixing the fees for such licenses; and prescribing the
punishment for violation of provisions thereof, as amended.
9-3.2.1 Progress Payments
The City shall, once in each month, cause an estimate in writing to be mode by
the Engineer of the total amount of work done and the acceptable materials
furnished and delivered by the Contractor to the job site and not used as of the
time of such estimate and the value thereof. The City shall retain money in
the amount of ten percent (10`Yo) of the progress payment unless approval of
Engineer for greater percent of such estimated value of the work done is
obtained. The City shall retain money in the amount of fifty percent (50`0) of
the value of the materials so estimated to have been furnished cnd delivered
and unused, provided the materials were fabricated specifically for the
project. No payment will be made for standard stock items that nave not been
incorporated in the Work.
The City shall monthly pay io the Contractor while performing the Wor:<, the
progress payment balance, after deducting therefrom all previous payments
and all sums to be kept or retained under the provisions of the contract. No
estimate or payment shall be required to be made when in the judgment of the
Engineer, the work is not proceeding in accordance with the provisions of the
Contract or when in his judgment the total value of the work done since the
last estimate amounts to less than three hundred dollars ($300).
9-3.2.2 Final Payment
The Engineer shall, after completion of the contract, make a final estimate o`
the amount of work done thereunder and the value of such work, and the City
of Huntington Beach shall pay the entire sum found to be due after deducting
therefrom all previous payments and all amounts to be kept and all amounts to
be retained under the provisions of the contract. All prior partial estimates
and payments shall be subject to correction in the final estimates and
payment. The final payment shall not be due and payable until after the
expiration of thirty-five (35) days from the date of recording a Notice of
Completion.
It is mutually agreed between the parties to the contract that no certificate
given or payments made under the contract, except the final certificate of
final payment, shall be evidence of the performance of the contract, either
wholly or in part, against any claim of the party of the first part, and no
payment shall be construed to be an acceptance of any defective work at-
unacceptable materials.
-15-
STANDARD SPECIFICATIONS
Section 10 Proposal Requirements
10-1 Examination of Plans, Standard Specifications, Special Provisions and site of
Work
The bidder shall examine carefully the site of the work contemplated and the
proposal, plans, specifications and contract forms therefore. It will be
assumed that the bidder has investigated and is satisfied as to the general and
local conditions to be encountered; as to the character, quality and quantities
of the Work to be performed and materials to be furnished; as to the character
of equipment and facilities needed preliminary to and during the prosecution of
the Work; and as to the requirements of these specifications.
It is mutually agreed that submission of a proposal shall be considered prima
facie evidence that the bidder has made such examination. No verbal
agreement or conversation with any officer, agent or employee of the City
either before or after the execution of this contract shall effect or modify any
of the terms or obligations herein contained.
10-2 Proposal Form
All Proposals must be made upon blank forms to be obtained from the office of
the Director of Public Works at the Civic Center, Huntington 3each,
California. The Bidder shall submit his Proposal on the form furnished him.
Proposals submitted on forms other than the one issued to the Bidder will be
disregarded.
All Proposals must give the prices proposed both in words cna numbers, of
which words will prevail over numbers, and must be signed by the Bidder with,
his address and telephone number. If the Proposal is made by an individual,
firm or partnership, name, post office address and telephone number must !)e
shown. If made by a corporation, the Proposal must show the name of the
state under the laws of which the corporation, and the names, title, and
business addresses and telephone numbers of the President, Secretary and
Treasurer.
10-3 Proposal Bid Bond
All bids shall be presented under sealed cover and shall be accompanied by
cash, a cashier's check, certified check, or bidder's bond made )ayable to the
City of Huntington Beach, for an amount equal to at least ten percent (10%) of
the amount of said bid, and no bid will be considered unless such cash, cashier's
check, certified check, or bidder's bond is enclosed therewith.
10-4 Withdrawal of Proposals
Any bid may be withdrawn at any time prior to the hour fixed in the Notice To
Contractors for the opening of bids, provided that a request in writing,
executed by the Bidder or his duly authorized representative, for the
withdrawal of such bid, is filed with the City Clerk. The withdrawal of a bid
shall not prejudice the right of a Bidder to file a new bid.
-16-
STANDARD SPECIFICATIONS
10-5 Public Opening of Proposals
Proposals will be opened and read publicly at the time and place indicated in
the Notice To Contractors. Bidders or their authorized agents are invited to
be present.
10-6 Rejection of Proposals Containing Alterations, Erasures or Irregularities
Proposals may be .rejected if they show any alterations of form, additions not
called for, conditional or alternative bids, incomplete bids, erasures, or
irregularities of any kind. Any mistakes and their subsequent corrections shall
be initialed by the Bidder. The right is reserved to reject any or all Proposals.
10-7 Disqualification of Bidders
More than one proposal from an individual, a firm, a partnership, a
corporation, or an association under the same or different names will riot be
considered. Reasonable ground for believing that any Bidder is interested in
more than one Proposal for the Work contemplated will cause the rejection of
all Proposals in which such bidder is interested. If there is reason for believing
that collusion exists among any or all bidders, any or all Proposals may he
rejected. Proposals in which the prices obviously are unbalanced may be
rejected.
10-8 The provisions of Section 7-1.125, "Legal Actions Against the Department",
and Section 7-1.165, "Damage by Storm, Flood, Tidal Wave, or Earthquc',�e", of
the State of California Standard Specifications, January 1978 edition, ore
herewith incorporated by reference into these Special Provisions.
SECTION II Permits, Contract Completion
Permits have been secured from the California Coastal Commission and
California State Department of Transportation by the city of Huntington
Beach. The Contractor is responsible for fulfilling and compling with
these Special Provisions and the conditions of the various permits.
Any additional permits, costs or requirements of the Contractor shall
be complied to by the Contractor. The cost to abide by these conditions
shall be included in the contract bid items and no additional costs will
be granted unless stated otherwise in these special provisions.
The Contract as required in Section 6-1.1 "Construction Schedule and
Commencement of Work" shall submit a contract work schedule for approval
to the Engineer. The contract work schedule shall be organized to
minimize conflicts and to provide an orderly completion of work. The
contract work schedule shall take into consideration the completion of
various portions of the project after the contract is executed:
-17-
STANDARD SPECIFICATIONS
Work Items Completion
Street Improvements, Street Lighting, 35 Working -Days
Drainage, Parking Lot, and Traffic
Signs and Markings.
Irrigation, Planting, Street Furniture 35 Working Days
Traffic Signals
- Underground Work - Conduits, Detectors, 35 Working Days
Foundations, Pullboxes, Modifications
at Main Street
- Above Ground - Poles, Hardware, 110 Working Days
Controller, Etc.
SPECIAL PROVISIONS
The following additions are made to Parts 2, 3 and 4 of the Standard Specifica-
tions. If there is a conflict between these additions and the Standard
Specifications, these additions shall have precedence.
-18-
PART 2
CONSTRUCTION MATERIALS
There applicable, alternative materials specified in Part 4 of the Standard
Specifications, shall be used.
201-1 Portland Cement Concrete for Main Street Sidewalk Areas
Portland Cement Concrete used for sidewalk paving areas on Main
Street shall conform to the Standard Specifications, these
special provisions and as follows:
The above mentioned specifications shall be modified to provide
for an exposed aggregate retardant finish. The aggregate shall
be crushed aggregate with maximum 1/4 inch materials and earth-
tone coloring. The contractor, before ordering concrete for the
sidewalk, shall submit a two foot square sample of the intended
finished product for review and acceptance by Engineer.
Expansion joints and tooling joints shall be provided as shown
on the plans and as stated elsewhere in these specifications.
201-2.2 Reinforcing Steel
Reinforcing Steel shall be Grade 40 steel conforming to
ASTM A615.
207-2.5 Joints
The pipe shall be "match marked" and three (3) copies of the
laying diagram submitted to the City.
207-2.9 Basis for Acceptance
The pipe manufacturer shall submit to the City a certification
indicating compliance with the Standard Specifications.
211-2.1 Laboratory Maximum Density
Laboratory Maximum Density tests shall be per Method 2. The
correction for oversize material as stated in Test Method No.
California 216 shall be replaced with Note 2 or A.S.T.M.
D1557.
211-2.3 Wherever relative compaction is specified to be determined by
Test Method No. California 216, the relative compaction will
be determined by Test Method No. California 216 or 231. The
area, as stated in Test Method No. California 231, may be
represented by one or more individual test sites.
211-3 Sand Equavalent Test
Evaluation of gradation and sand equivalent test results shall
conform to the provisions of Subsection 400-1.4. The gradation
and sand equivalent requirements of Subsections 200-2.2, 200-2.3,
200-2.4, 200-2.5 and 200-2.6 shall be the moving average
requirements. Individual test requirements for gradation and
sand equivalent shall be determined by the Engineer.
-19-
PART 3
CONSTRUCTION METHODS
A. General Description of Work
The work to be done, in general, consists of earthwork and
excavation, relocation of existing facilities affected by
the project, removals; construction of storm drain and
appurtenances; construction of concrete curb, gutter and
sidewalk; trenching and installation of street light, and
irrigation conduits; pre-cast concrete street furniture;
construction of untreated base material and asphalt concrete;
traffic signals and street lighting; irrigation and landscaping
and furnishing all labor, materials, tools equipment and
incidentals necessary to perform the said work. All work shall
be completed to the satisfaction of the Engineer.
B. Additions to Standard Specifications
300-1.2 Preservation of Property
The Contractor shall protect in place (as possible) any shrub,
bush, or tree adjacent to or directly threatened by intended
construction. Should removal seem necessary, the Contractor
shall first contact the Engineer so that a qualified inspector
can judge its possible protection, salvage, and/or relocation.
300-1.3.1 Removal and Disposal of Materials (General)
No burning will be permitted.
300-1.3.1a Hauling of Materials
In order to protect the City streets from deterioration due to
hauling of materials, the Contractor shall submit (prior to
pre-job meeting) for approval, a proposed route for the hauling
of materials for disposal. Upon approval, the Contractor shall
strictly adhere to that route only, unless written permission is
obtained to change the route.
300-1.3.2(a) Bituminous Pavement Removal
Bituminous pavement removal adjacent to pavement which is to
remain in place shall be removed to a nearly trimmed saw-cut
edge. The Contractor will be allowed to use a two step process,
first to make an initial rough cut by machinery or pavement
breakers, and second by performing the saw-cutting immediately
prior to laying down the new asphalt concrete work. Should, by
this operation, the area of the pavement be increased beyond the
limits shown on the plans, no additional compensation will be
allowed for items within the increased areas.
-20-
300-2.6 Unclassified Excavation: Surplus Materials
As a result of this project, it is anticipated there will be
approximately 301 cubic yards of surplus material that must
be disposed of after construction.
A disposal site for clean excavated dirt is available to the
contractor at a future park site located between Delaware
Street and Huntington Street just south of Yorktown Avenue.
Should the contractor elect to dispose of all excess excavation
at the city park site any non-organic material removed from the
project site, asphalt, concrete, etc. , may be disposed of at no
cost at the City's landfill operation located at Gothard Street
and Talbert.
300-2.9 Unclassified Excavation: Payment
In addition to all operations specified in Section 300-2.9 of
the Standard Specifications payment for unclassified excavation
shall include operations specified in Section 300-2 and 300-4
and shall be based upon cubic yards of excavated material.
301-2 Untreated Base Materials
Untreated base materials shall meet the requirements of Section
400 and these Special Provisions.
In lieu of the second sentence of Section 200-2.4.1, at least
65 percent, by weight, of the material retained on the No. 4
sieve shall be a crushed particle as determined by Test Method
No. California 205.
Evaluation of gradation and sand equivalent test results shall
conform to the provisions of Subsection 400-1.4. The gradation
and sand equivalent requirements of Subsection 200-2.2, 200-2.3,
200-2.4, 200-2.5, and 200-2.6 shall be the moving average
requirements.
302-5 Aspahlt Concrete
Asphalt concrete shall meet the requirement of Section 400 and these
Special Provisions.
Coarse aggregate shall consist of material of which at least 75
percent by weight shall be crushed particles in lieu of the
requirements of Section 400-4.2.3.
The viscosity grade of paving asphalt shall be AR 4000.
The asphalt content shall be between 5.8 and 6.0 percent by dry
weight of aggregate.
The grading shall be III-B3.
-21-
The sand equivalent and S-value requirements of Section 400-4.3
shall be the moving average requirements.
302-5.2 Asphalt Concrete Pavement - Prime Coat
Grade MC 250, liquid asphalt shall be used.
302-5.3.1 Aspahlt Concrete Pavement - Seal Coat
Seal coat work shall consist of furnishing and applying a seal
coat of bituminous binder without screening. The material placed
shall be a mixing type emulsion of Grade SS-1 and shall be
applied at the rate of 0.10 gallons per square yard or as directed
by the Engineer.
302-5.4 Asphalt Concrete Paving - Distribution and Spreading
All three and four inch thickness asphalt concrete shall be laid
in two courses of equal layers and shall be spread and compacted
with a self propelled asphalt paving machine capable of spreading
and vibrating a width of 12 feet, or by other equipment with
prior approval of the Engineer. 6" AC to be laid in three courses.
At all locations where new asphaltic concrete pavement is joining
or overlaying existing asphalt pavement, the Contractor shall
feather the new pavement to form a smooth transition with the
existing pavement.
302-5.5 Aspahlt Concrete Pavement - Rolling
Initial or breakdown compaction shall consist of a minimum of
three coverages of a layer of asphalt mixture. A pass shall
be a movement of a roller in both directions over the same
path. A coverage shall be as many passes as are necessary to
cover the entire width being paved. Overlay between passes
during any coverage made to insure compaction without displace-
ment of material in accordance with good rolling practice shall
be considered to be part of a subsequent coverage. Each
coverage shall be completed before subsequent coverages are
started. Three-wheel rollers shall not be permitted and pneumatic
rollers shall be used on lower layer only. Each lane of the top
layer, once commenced, shall be placed without interruption.
302-5.8 Aspahlt Concrete Pavement - Measurement and Payment
Payment for asphalt concrete shall also include prime coat, tack
coat and seal coat as required. All permanent asphalt concrete
except asphalt concrete berm shall be included in the bid item
for asphalt concrete. The temporary asphalt concrete work, if
required by the Engineer for conformance with Section 7-10, shall
be considered included in various items of work and shall not be
included in the bid item for asphalt concrete.
-22-
303-1.1 Emulsion - Aggregate Slurry
The Contractor shall perform final sweeping of entire street or
flushing if necessary to have a clearn surface upon which to
apply the slurry, and in addition shall scrape the slurry
coating off all manholes and water valves and feather the edges
around the covers.
The Contractor shall use quickset type emulsion and may elect to
select either anionic or cationic emulsified asphalt. The grad-
ing of the aggregate and percentage of emulsified asphalt shall
conform to type I as described in the Standard Specifications.
Payment for the furnishing of all materials, labor and equipment
necessary to complete described work shall be made at the contract
bid price per square foot.
303-1.2 grade for Concrete Storm Drain Structures
Earth subgrade upon which concrete is placed shall be compacted
to a relative compaction of not less than 95 percent within the
limits of the proposed roadway.
Payment for said compaction shall be included in the unit price
bid for structures and no additional compensation will be allowed.
303-1.8.6 Joints
Before placing fresh concrete,, all construction joints shall be
thoroughly wetted. Joints which are approximately horizontal
except expansion or contraction of joints, shall be covered with
one inch of mortar consisting of part cement to 2 1/2 parts sand.
The quantity of water used shall be only that required to produce
a mixture with a consistency comparable to that of the fresh
concrete.
303-5 Portland Cement Concrete
Portland Cement concrete shall meet the requirements of Section
400 and these Special Provisions.
For 2500 class concrete, a prequalified mix design may be used
in accordance with the provisions of ACI 318-71, Section 4.2.2.1,
in which fc = 2500 psi.
The sodium sulphate loss requirement and the gradation X-value
submittal required of Section 400-1.3.1 may be waived by the
Engineer.
The cement type requirement, Section 201-1.2.1, shall be Type n
or Type V as determined by the Engineer. Type II or Type V cement
shall conform to ASTM C 150 and the low alkali requirements of
Table lA therein.
-23-
The Cleanness Value requirement of Section 200-1.4 shall be
replaced with the following:
Tests Test Method No. Requirements
Cleanness Value California 227
Individual Test 70 Min.*
Moving Average 75 Min.*
The Sand Equivalent requirement of Section 200-1.5.3 shall be
replaced with the following:
Tests Test Method No. Requirements
Sand Equivalent California 217
Individual Test 70 Min.*
Moving Average 75 Min.*
* For 2500 or less class concrete, except concrete pavement,
a minimum 65 Individual Test Result and a minimum 70 Moving
Average will be acceptable if 2500 psi 28-day strength criteria
of Section 201-1.1.4 are met, at a 6-inch slump or greater.
Evaluation of Sand Equivalent and Cleanness Value results shall
conform to the provisions of Subsection 400-1.4.
306-1.1.1 Trench Excavation - General
If groundwater is encountered, the Contractor shall dispose of
it by any method acceptable to the Engineer. The trench shall
be dewatered to minimum depth of 12 inches below trench bottom.
The cost of any dewatering shall be included in the cost of
pipe construction.
306-1.2.1 Bedding
R.C.P. bedding shall conform to City Standard Plan 324.
Additional bedding ordered by the Director, over the amount
indicated on the plans due to unsuitable material, shall be
paid for per Section 3-3 "Extra Work" of the Standards
Specifications.
306-1.2.2 Pipe Laying
One (1) or two (2) foot standard lengths of pipe shall be used
for inlet and outlet connection to the manhole assemblies.
-24-
306-1.3 Backfill and Densification
Backfill shall be mechanically compacted. Jetting or flooding
will not be permitted unless authorized by the Engineer.
Trench backfill shall be compacted to a relative compaction of
90% from the top of the bedding section to 12 inches below
pavement subgrade (or finished grade where there is no pavement)
and 95% from 12 inches below pavement subgrade to pavement sub-
grade.
306-1.6 Payment - Pipe Installation
Pipe shall be paid for at the contract unit price bid per
linear foot, including temporary resurfacing.
307 Street Lighting and Traffic Signals
307-1 General
Section 86 of the Standard Specifications dated January, 1978
and Standard Plans dated March, 1977 of the State of California,
Business and Transportation Agency, Department of Transportaion,
shall apply.
The following additions are made in the above referenced State
Standard Specifications. If there is a conflict between the
said State Standard Specifications and these additions, these
additions shall have precedence.
307-2.0 Installation of Traffic Signal and Lighting System
307-2.1 General Requirements
307-2.1.0 Application of Standard Specifications
Unless specifically modified or deleted by these Special Provisions,
all portions of Section 86, "Signals and Lighting," of the State
Standard Specifications, which are relative to the work to be done,
shall apply.
All references of the type "Section 86 refer to the specified
section of Standard Specifications dated January 1978.
307-2.1.1 Description
The description of the work shall conform to Section 86-1.01 of
State Standard Specifications and these Special Provisions.
-25-
The work to be done consists in general of the installation
and modification of traffic signal and street lighting
systems at the following locations:
Pacific Coast Highway at Main Street
Pacific Coast Highway at 5th Street
Main Street from Pacific Coast Highway to N/0 Orange Avenue
307-2.1.2 Regulations and Code
All electrical equipment shall conform to Section 86-1.02 of
the State Standard Specifications and these Special Provisions.
307-2.1.3 Equipment List and Drawings
Equipment list and drawings of electrical equipment and material
shall conform to the provisions in Section 86-1.03, "Equipment
List and Drawings" of the State Standard Specifications and these
Special Provisions. A list of all equipment and material to be
used on the job shall be submitted to the Engineer forty-eight
hours prior to the pre-job conference.
307-2.1.4 Warranties, Guarantees and Instruction Sheets
Manufacturers' warranties and guarantees furnished for materials
used in the work and instruction sheets and parts lists supplied
with materials shall be delivered to the Engineer prior to
acceptance of the project.
The Contractor shall include, as part of the equipment list to
be provided under Section 2.1.3 of these Special Provisions,
information setting forth the warranty or guarantee period
associated with each item to be supplied as part of the work to
be done under this schedule.
307-2.1.5 Maintaining Existing Temporary Electrical Systems
Maintenance of existing and temporary electrical systems shall
conform to Section 86-1.05 of the State Standard Specifications
and these Special Provisions.
Installation of temporary facilities or wiring in the prosecution
of the work to be done must be approved in writing by the
Engineer prior to installation, and the cost of installation and
removal of such temporary facilities or wiring shall be borne
by the Contractor. A copy of the work schedule shall be
delivered to the Engineer 48 hours prior to the pre-job conference.
The cost of providing and maintaining existing and temporary
electrical systems shall be included in the bid items for Traffic
Signal and Street Lighting facilities. No additional payments
will be authorized for the necessary work.
-26-
307-2.1.6 Scheduling of Work
Work shall be scheduled in conformance with Section 86-1.06 of
State Standard Specifications and these Special Provisions.
307-2.1.7 Safety Precautions
Safety precautions shall conform to Section 86-1.07 of State
Standard Specifications and these Special Provisions.
Applicable sections of California Administrative Code, Title 8,
concerning electrical and construction safety Standards and
practices, shall be adhered to and enforced by the Contractor.
Contractor shall require that an approved safety vest be worn by
all of his personnel who are working at this project site. Any
worker without a vest may be ordered off the job by the Inspector
until such apparel is acquired. Questions as to approved vests
shall be directed to the Engineer.
The Contractor shall provide for and maintain provisions for
public traffic through the construction area at all times. Unless
otherwise specified in these Special Provisions, work shall be
in accordance with Sections 4-1.04, 7-1.08 through 7-1095
inclusive, 15-1.02 through 15-2.05E inclusive, of the State
Department of Transportation, Standard Specifications and as
provided for in Title 8 of State of California, Department of
Industrial Relations, Construction Safety Orders.
The Inspector may require additional devices as traffic and
construction conditions require. Questions as to construction
warning signs and devices shall be directed to the Engineer.
307-2.1.8 Definitions
The definitions contained in Section 86-1.015 of State Standard
Specifications shall apply only to work done under this Schedule.
307-2.2.1 Excavating and Backfilling
Per Section 86-2.01 and these Special provisions. Backfilling in
roadway area shall be with one (1) sack P.C.C. slurry to bottom
of roadway surfacing material unless otherwise directed by the
Engineer or shown on the plans.
307-2.2.2 Foundations
Foundations shall conform to Section 86-2.03, "Foundations," and
these Special Provisions.
Exposed concrete surfaces in sidewalk areas shall be finished as
directed by the Engineer.
The first sentence of the last paragraph of Section 86-2.03,
"Foundations," is amended to read:
"When a foundation is to be abandoned, it shall be removed
completely, unless otherwise noted on the plans."
-77-
307-2.2.5 Conduit
Conduit shall conform to Section 86-2.05, "Conduit," and these
Special Provisions.
Conduit shall be the size shown on the plans, and shall be the
rigid metallic type, unless otherwise specified.
In addition to the minimum depth requirements of Section 86-2.05C,
"Installation," the following maximum dpeths shall apply:
36 inches below grade in sidewalk areas and curbed paved
median areas.
48 inches below grade in all other areas.
307-2.2.6 Wiring
Wiring shall conform to Section 86-2.09, "Wiring," and these
Special Provisions.
The first paragraph of Section 86-2.09C, "Splicing," is amended
to read as follows:
"Unless specified otherwise or permitted by the Engineer,
splices in traffic signal conductors shall not be made
between terminal blocks. Splices in street lighting
(Multiple circuit) conductors shall be made in the base
of the standard."
307-2.2.7 Bonding and Grounding
Bonding and grounding shall conform to the provisions in
Section 86-2.10, "Bonding and Grounding," of the Standard
Specifications and these Special Provisions.
Grounding jumper shall be attached by a 3/16 inch or larger
brass bolt in the signal standard or controller pedestal and
shall be run to the conduit, ground rod or bonding wire in
adjacent pull box.
Grounding jumper shall be visible after cap has been poured on
foundation.
307-2.2.8 Service
Electrical service installation shall conform to Section 86-2.11,
"Service," City Standard Plan No. 440, and these Special Provisions.
Service conduit shall be the size shown on the plans.
Free standing service pedestals shall be supplied with baked
enamel finish on exterior surfaces.
-28-
The service pedestals shall be provided with a method of securing
the enclosure utilizing a padlock. With a City-furnished padlocked
in place it shall not be possible to force entry into the enclosure
by hand without the use of tools.
The utility section which houses the meter and apparatus shall be
physically separated from the service breaker section, and it shall
not be possible to reach from one section into the other without
opening the access doors to both.
307-2.2.14 Testing
Testing shall conform to Section 86-2.14, "Testing," and these
Special Provisions.
Testing will be performed by test facility designated by the
City. Contractor shall deliver materials to be tested to that
test facility, and transport to the job site after testing.
The seventh paragraph of Section 86-2.14C, "Functional Testing,"
is amended to read:
"Functional tests shall start on any working day except
Monday or Friday, or the day preceding or following a
legal holiday. "
307-2.6 Lighting General
Lighting equipment shall conform to Section 86-6, "Lighting,"
and these Special Provisions.
Lighting equipment shall be of the type shown on the improvement
plans.
307-2.8 Payment
Payment for the installation of traffic signals and street
lighting shall be made as described in Section 86-8, "Payment";
and these Special Provisions.
Signalization and Lighting: Construction of traffic signalization
and lighting and controller shall be paid for at the contract lump
sum price bid per each intersection listed on the proposal and shall
include full compensation for furnishing all labor, materials, and
equipment necessary to put in complete working order the system as
specified. The lump sum price bid shall include all labor, materials,
and equipment necessary for maintaining existing systems.
-29-
307-4.6.1 SIGNAL FACES AND SIGNAL HEADS
Signal faces, signal heads and auxiliary equipment, as shown
on the plans, and the installation thereof, shall conform to
the provisions in Sections 86-4.01, "Vehicle Signal Faces,"
86-4.02, "Directional Louvers," 86-4.03, "Backplates," and
86-4.06, "Signal Mounting Assemblies," of the Standard
Specifications and these special provisions.
All lamps for traffic signal units (including programmed visibility
type) , will be Contractor furnished.
Signals heads and fittings shall conform to the provisions in
Section 86-4, "Traffic Signals and Fittings," of the Standard
Specifications and shall conform to the following:
Lenses shall be polycarbonate plastic conforming to the
requirements in Section 86-4.01A, "Optical Units," of
the Standard Specifications.
The third paragraph in said Section 86-4.01A is amended
to read:
Reflectors shall be made of silvered glass, plastic or
specular aluminum with an anodic coating. All reflectors
shall conform to the provisions in ANSI Standard:
D-10.1.
Plastic reflectors shall conform to the following:
Plastic reflectors shall be made of a material which
will not distort when the reflector is used with a
lamp of the wattage necessary to meet the candlepower
distribution requirements of ANSI Standard: D-10.1.
In addition, the UL non-mechanical loading temperature
rating of the material shall exceed, by at least 100C. ,
the maximum observed temperature in the optical unit
with the lamp "ON" and measured in an ambient air
temperature of 250C. in accordance with UL Publication
UL 746B.
The reflector surface, prior to being coated with
reflective material, shall be reasonably free of surface
imperfections. The reflective material shall have a
reflectance factor such that when the finished reflector
is used in a signal section with its respective lens and
a lamp meeting the lument output and light center
requirements of ANSI Standard: D-10.1, the section shall
provide the candlepower distribution and chromaticity
required by said Standard.
-30-
Acceptance testing of plastic reflectors will, in
addition to candlepower distribution and chromaticity
of the optical unit, include subjecting the sample
reflectors to the tests and inspection for glass
reflectors stated in Section 8.02(5) of ANSI Standard:
D-10.1.
Each housing and door shall be fabricated from a structural
plastic. Housings shall be either molded in one piece or
shall be fabricated from 2 or more pieces jointed into a
single piece using thermal, chemical or ultrasonic bonding.
The plastic shall have ultraviolet stability, shall be
unaffected by the heat of the lamp used and shall be self-
extinguishing. Housings and doors shall be colored through-
out and shall be dark olive green matching Color No. 14056,
24056 or 34056 of Federal Standard 595A.
The housing of each signal section shall be designed to
permit access to the section for relamping without the use
of tools. The door shall be secured by a method that will
hold the door closed when the section is subjected to the
wind load specified below. Metal door hardware, including
hinge pins, shall be made from Type 304 or 305 stainless
steel.
Visors shall be the full circle type.
Plastic signal faces shall meet the following strength
requirements:
A 3-section face with either all 8-inch or all 12-inch
sections, complete with optical units and with a suit-
able backplate as herein specified, shall, when
supported solely from the top or bottom section, be
capable of withstanding the laboratory equivalent of a
sustained wind load of 25 pounds per square foot applied
perpendicular to the signal face and backplate. The
applied wind loading will be equally distributed
between the 3 sections. "Withstanding" means that the
specified load, when applied for a period of 24 hours,
shall not cause any damage to the signal face or result
in adverse performance of the signal face. "Adverse
performance" means a permanet deflection of more than
100 in either the vertical or horizontal plane when the
test load is applied to the rear of the signal face and
more than 6 1/20 in either the vertical or horizontal
plan when the test load is applied to the front of the
signal face.
-31-
At the Contractor's option, an external bracket
assembly may be used for supporting or reinforcing
signal faces that are to be post-top or mast arm
mounted. Such bracket assemblies shall be finished
in the same color as the signal sections, shall be
capable of withstanding the tests specified above
and shall be fabricated of material with a finish
that provides the same corrosion resistance and color
retention as the plastic in the signal sections.
Easy visor shall be secured to its door in a manner
that will prevent its removal or permanent deformation
by the wind load specified above applied to the side
of the visor for a period of 24 hours.
Plastic visors and backplates shall be either formed from
sheet plastic or assembled from extruded, molded or cast
sections. Sections shall be joined using appropriate solvent
cement or with aluminum rivets and washers permanently colored
to match the backplate. Visors and backplates shall be of black
homogeneous colored material with a lusterless finish.
Each backplate shall be secured to the signal face in a manner
that will prevent its removal when the above specified wind
load is applied to either the front or rear of the signal face.
Said wind load shall not result in a permanent deformation of
the backplate or more than 50 forward or backward when the load
is applied for a period of 24 hours.
Plastic signal sections and visors shall have the following
dimensions and weights:
8-inch signal section:
Height: 10 1/4 inches maximum
Visor Length: 7 inches minimum
Visor Tilt: 3 degree to 7 degree downward
Weight: 9 pounds maximum with visor
12-inch signal section:
Height: 14 3/4 inches maximum
Visor Length: 9 inches minimum
Visor Tilt 3 degree to 7 degree downward
Weight: 13 pounds maximum with visor
-32-
Signal mounting assemblies shall consist of 1 1/2 inch
galvanized conduit, necessary fittings, slip-fitters and
terminal compartments. Pipe fittings shall be galvanized
steel, copper, brass or bronze. Slip-fitters and terminal
compartments shall be cast bronze, Type 356-T6 aluminum or
hot-dip galvanized ductile iron. After installation, any
exposed threads of galvanized conduit brackets and all
areas of such brackets damaged by wrench or vise jaws shall
be cleaned with a wire brush and painted with 2 applications
of zinc dust-zinc oxide paint conforming to the requirements
of Federal Specifications TT-P-641, Type II.
All signal heads provided shall be of the same material.
-33-
307-4.6.2 PEDESTRIAN SIGNALS
Pedestrian signals shall conform to the provisions in Section
86-4.05, "Pedestrian Signal Faces," of the Standard Specifications
and these special provisions.
Pedestrian signals shall be Type C.
One of the following types of screen shall be provided:
A. An aluminum honeycomb screen with 3/16 inch cells
3/8 inch thick or a plastic screen of 3/8 inch squares,
1/2 inch thick with wall thickness of 1/16 inch shall
be installed tilting downward, at an angle of 15 degrees
(+2 degrees) out from the top, and shall completely
cover the upper compartment housing the word "DON'T"
and the lower compartment housing the word "WALK".
The screen shall be covered with a clear, 1/8 inch
minimum thickness, acrylic plastic cover, or with a
1/16 inch nominal thickness formed polycarbonate
plastic cover. Screen and cover shall be held firmly
in place by the use of stainless steel or aluminum
clips or stainless steel sheet metal screws.
B. A 1 1/2 inch deep eggcrate type screen either of
0.020-inch minimum thickness 5052-H32 aluminum alloy
or of 0.030-inch nominal thickness polycarbonate. The
assembly shall be mounted in a frame constructed of
0.040-inch minimum thickness aluminum alloy or poly-
carbonate.
The vertical spacing of the horizontal members shall
be 1/2 inch starting approximately 1/4 inch above and
ending approximately 1/4 inch below the "DON'T" and
"WALK" legends respectively.
Additional members may be employed outside the 2 legend
areas for structural strength.
The eggcrate type screen shall be installed parallel
to the face of the "DON'T WALK" message and shall be
held in place by the use of stainless steel screws.
The screen and frame shall be anodized flat black or may be
finished with flat black enamel as specified in Section
91-4.01, "Enamel; Traffic Signal Lusterless Black," of the
Standard Specifications. Said enamel shall be applied in the
shop at the Contractor's expense.
Alternate methods may be substituted for the above screening
providing the results are equal to or superior to those obtained
with the above specified screens as determined by the Engineer.
_7d-
307-4.12 INTERNALLY ILLUMINATED STREET NAME SIGNS
Internally illuminated street name signs shall conform to
the details shown on the plans and these special provisions.
The general design of signs shall be as shown on the plans.
Minor details of construction shown are typical and may be
modified subject to approval by the Engineer.
The sign fixture shall be designed and constructed to prevent
deformation or failure when subjected to 70 mph wind loads as
set forth in the 1975 AASHTO publication, "Standard Specifica-
tions for Structural Supports of Highway Signs" Luminaires and
Traffic Signals." The sign panels shall not deform or warp
under a 70 mph wind loading.
All material used in fabrication shall be new. If not covered
herein, both the material and workmanship shall be of the best
quality consistent with the intended purpose. All ferrous
parts shall be galvanized or cadmium plated, unless otherwise
specified herein or shown otherwise on the plans.
Signs shall be Type A,
A. HOUSING -- The top and bottom shall be formed or
extruded aluminum and shall be attached to formed
or cast aluminum end fittings. The design shall
provide continuous sealing between top and bottom
assemblies and the end fittings. The housing shall
be rigidly constructed to resist torsional twist and
warp. Provisions shall be made for ease of maintenance
of all components. The opening or removal of one
panel shall permit access to the interior of the sign
and allow for replacement of lamps, ballasts and fuses.
On Type A signs, both sides shall be hinged at the top
to permit installation or removal of the sign panels,
and to permit access to the interior of the sign.
B. REFLECTORS -- At the option of the Contractor, reflectors
may be used to provide the required sign brightness.
Reflectors, if used, shall be formed aluminum with acrylic
baked white enamel surface having a minimum reflectance
of 0.85.
C. SIGN PANELS -- The sign panels shall be rigid mounted
in a frame, with white legend, symbols, arrows, and
border on each face, as shown on the plans. The back-
ground shall be blue.
The entire surface of the sign panel shall be evenly
illuminated. The average of brightness readings for
the letters shall be 150-foot lamberts minimum. The
light transmission factor of the sign panel shall
provide a letter to background brightness ratio of
between 10 to 1 and 20 to 1. The luminance of the
-35-
background shall not vary by more than 40 percent
from the average of background brightness reading.
The luminance of the letters, symbols and arrows
shall not vary by more than 20 percent from the
average brightness reading of letters, symbols
and arrows.
The sign panels shall be translucent panels of high
impact resistant plastic of one of the following types:
1. Glass fiber reinforced acrylated resin.
2. Polycarbonate Resin.
3. Cellulose acetate butyrate plastic.
Paint on the outside of the plastic shall be protected
by a plastic film which shall seal the front surface
of the panel and filter out ultraviolet radiation.
Paint shall be acrylic plastic type.
All surfaces shall be free of blemishes in the plastic
or coating that may impair the serviceability or detract
from the general appearance and color matching of the
sign.
The white or blue color shall not fade or darken when
the sign is exposed to an accelerated test of ultra-
violet light which is equivalent to 2 years of outdoor
exposure. The blue color of the sign, when not illuminated,
shall conform to Federal Color Standard 595A, Color No.
15102.
The sign panels shall not crack or shatter when a one-
inch diameter steel ball (weighing 67 grams) is dropped
from a height of 8.5 feet above the sign panel to any
point of the sign panel. The panels shall be lying in
a horizontal position and supported within their frame
for this test.
D. GASKETS -- On Type A signs, gaskets shall be installed
between the sign panel frame and the fixture housing to
prevent the entrance of water between the frame and the
fixture housing. Gaskets shall be uniform and even
textured and shall be the closed cell, sponge neoprene
type, designed for use at temperatures between -200 C.
and + 700 C.
Gaskets shall be neatly applied to thoroughly degreased
clean surfaces with a suitable heat-resistant adhesive
which will not allow the gaskets to slip at temperatures
between -200 and + 700 C.
-36-
E. BALLASTS -- Ballasts shall be of the high power factor
type and shall be capable of starting the lamps at
-200 C. and above.
Ballasts for Type A signs shall be rated at 200 milli-
amperes. Ballasts shall be listed by UL or Electrical
Testing Laboratories, Inc. , for operation on 110-125
volt, 60 Hz. , circuits, and shall conform to the
requirements of ANSI Standard: C82.1 and ANSI Standard:
C82.2.
A separate ballast shall be provided for each lamp.
F. LAMPHOLDERS -- Lampholders shall be listed by UL for
outdoor use, shall be provided with silver coated
contracts and waterproofed entrance leads for use with
a rapid-start fluorescent lamp. Removal of the lamp
from the socket shall de-energize the primary of the
ballast. Each lampholder shall be provided with a
heat-resistant, circular cross section, partially
recessed neoprene ring to seal against the lamp ends
and protect electrical contacts from moisture and dirt
or other injurious elements.
One lampholder for each lamp shall be of the spring-
loaded type. The distance between the face of the
lampholders for each lamp shall provide a compression
of at least 0.10-inch on the spring-type lampholder
when the lamp is in place. The lamp shall have positive
mechanical and electrical contact when the lamp is in
place. The socket on the spring-type lampholder shall
have sufficient travel to permit installation of the
lamp. Lampholders shall match lamp requirements and
shall not increase cathode filament circuit resistance
by more than 0.10-ohm.
G. LAMPS -- Each sign shall be provided with two 72T12 cool
white fluorescent lamps which meet the requirements of
ANSI Standard: C78.
H. TERMINAL BLOCKS -- All wiring connections in the fixture
shall be terminated on molded, phenolic, barrier type,
terminal blocks rated at 15 amperes, 1000 volts, and
shall have integral type, white, waterproof markings
strips. All current carrying parts of the terminal block
shall be insulated from the fixture with integral plugs
or strips to provide an insulating value in excess of the
line-to-ground flashover voltage.
-37-
I. FUSES -- Fuses shall be Type 3AC, miniature, slow
blowing type with appropriate current and voltage
ratings.
Fuseholder shall be a panel mounting type with threaded
or bayonet type knob which grips the fuse tightly for
extraction. A separate fuse shall be provided for each
ballast.
J. WEEP HOLES -- Screened weep holes shall be provided at
strategic locations in all members subject to the
collection of moisture. Weep holes shall be shielded
to prevent light leakage from the fixture.
K. FASTERNERS -- All fasteners, screws, hardware, etc. ,
shall be passive stainless steel (Type 302 or 304) or
aluminum Type 6060-T6.
L. MOUNTING ASSEMBLIES -- The top of the fixture housing
shall have 2 free-swinging mounting brackets. Each of
the brackets shall be adjustable vertically for leveling
the sign to either a straight or curved mast arm. The
bracket assembly shall permit the fixture to swing
perpendicular to the sign panel.
Hinge pins for the free-swinging brackets shall have a
minimum diameter of 0.25-inch. The brackets shall be
provided with bronze bearings having a minimum length
of 1.5 inches.
At least 16 feet clearance shall be provided between the
bottom of the fixture and the roadway.
M. MESSAGE -- The meassage, as shown on the plans, shall be
displayed on both sign panels.
If not shown on the plans, the message, the size of letters,
symbols, or arrows will be furnished by the Engineer at
at the request of the Contractor.
N. WEIGHT -- The total weight of the complete sign assembly,
including lamps, ballasts, mounting brackets and appurten-
ances shall not exceed 65 pounds.
0. CONDUCTORS -- All fixture conductors shall be UL listed
appliance wiring material (AWM) stranded copper wire
with 28 mils, minimum, thermoplastic insulation, rated
at 1000 volts and 900C. Conductors shall be No. 16,
minimum, and shall match the color coding of the ballast
leads.
-38-
All conductors within the fixture shall be secured with
easily removable spring cross straps (not clamped) in the
chassis or fixture. Straps shall be installed not more
than 12 inches apart.
Stranded copper conductors connected to screw type termi-
nals shall terminate in approved crimp type ring
connectors.
Splices will not be permitted within the fixture unless
approved in writing by the Engineer.
P. EQUIPMENT LIST AND DRAWINGS -- Within 15 days following
approval of contract, the Contractor shall submit 3 sets
of shop drawings and a list of equipment and materials
he proposes to install, as specified in Section 5-1.02,
"Plans and Working Drawings," of the Standard Specifica-
tions. The shop drawings shall show the message for each
sign and shall include the size of letters, symbols or
arrows, as shown on the plans or as furnished by the
Engineer. The list of equipment shall include the name
of the manufacturer of all materials and sufficient detail
to identify the materials. If requested, the Contractor
shall supply, without cost to the State, sufficient
samples of materials to be used in the fabrication of the
sign, or a complete sign assembly, to permit adequate
testing and evaluation of conformance to the specified
requirements.
-39
307-4.13 CONTROLLERS
Type 170 intersection controller unit and completely wired
cabinet, including inductive loop detector sensor units and
communication equipment for interconnection, but without
cabinet anchor bolts will be furnished free of charge by the
City/State.
The above-mentioned completely wired cabinet for Type 170
controller equipment will be available to the Contractor
at the Department of Transportation, Traffic Signal Laboratory,
1515 S. Maple Street, Los Angeles, California.
The Contractor shall notify the Engineer at least 15 working
days prior to intended date to pick up the controller cabinet
in order that the Engineer can make arrangements with the
Department of Transportation Traffic Operations Brach for
release of the cabinet to the Contractor. The Contractor
shall transport the wired cabinet to the project site .at his ..
own expense.
The Type 170 controller unit and communication modem will be
delivered to the project site and installed by the State
forces at no expense to the Contractor.
The Contractor shall notify the Engineer at least 5 working
days in advance of the date he desires the above equipment
to be delivered and installed.
The Contractor shall construct the controller cabinet founda-
tions (including furnishing and installing anchor bolts) ,
shall install the controller cabinets on said foundations,
and shall make all field wiring connections to the terminal
blocks in the controller cabinets.
A listing of field conductor termination in the City furnished
controller cabinets will be furnished free of charge to the
Contractor at the site of the work.
-40-
310-5.6 Painting Traffic, Striping, Pavement Markings and Curb Markings
The City shall approve all final striping, decking and pavement
markings as shown on the plans.
The Contractor shall be responsible for sandblasting of all
striping and decking as shown on the plans; placement and
removal of any temporary striping and decking; and scheduling
for all sandblasting, striping and decking.
In no case shall the open roadway be left overnite without a
centerline stripe.
The Contractor shall be responsible for providing a centerline
stripe if permanent striping cannot be arranged for placement.
310-5.9 Roadside Signs and Markers
310-5.9.1 Traffic Control Devices
Miscellaneous traffic control signs, warning signs, reflectors,
street name signs, stop signs, and the highway markers as found
to be existing in the field and/or indicated on the improvement
plans shall be installed, removed and/or relocated as shown on
the plans or as directed by the Engineer. Maintain regulatory
signs in place until relocated.
310-5.9.2 Relocation of Existing Devices
Signs or markers which are to be relocated shall be removed and
relocated with due care to protect the signs and post. The
Contractor shall be required to replace, with new material at
his own expense, any sign or post damaged by his negligence of
careful operation. All work shall be performed as with new signs
including cleaning and repainting the post.
310-5.9.3 Miscellaneous Highway Signs
Miscellaneous signs and markers shall consist of furnishing and
installing the signs and markers in accordance with the locations
on the plans and in accordance with the State of California
Uniform Sign Chart and Section 82 of the State Standard Specifi-
cations. The plan shall indicate the various signs to be
furnished and the installation locations.
310-5.10 Basis of Payment
In addition to all items of work specified in Section 310-5.7.3 of
the Standard Specifications, payment for all sign removals, re-
locations and new signs; removals of all painted traffic striping
markings and curb markings and all related work as shown on the
striping plans or specified in the Special Provisions for signing,
striping and pavement marking and shall be paid for at the contractor
unit price bid.
-41-
312-3 Construction Water
The Contractor shall provide for obtaining the construction
water necessary for completing all items of work and dust
control.
The Contractor shall make arrangements with the City of
Huntington Beach Water Department for requirements, location
of source and payment prior to the taking of any water from
the City system.
312-4 Installation of Water Facilities
Fire hydrants and water services shall be installed per City
of Huntington Beach Specifications included in these Special
Provisions as Attachment B.
-42-
308-4 PLANTING
308-4.1 GENERAL REQUIREMENTS
City of Huntington Beach's general conditions shall apply in
these contract documents.
308-4.11 SCOPE OF WORK
a. General: Include all services, labor, materials, trans-
portation and equipment necessary to perform the work
indicated on the drawings and specified herein and as
required to properly complete the Contract.
b. Supplement: Any changes or additions hereto are added
as a supplement at the end of this section.
c. Related Work Done under other sections.
308-4.3 VERIFICATION OF DIMENSIONS AND PLANT QUANTITIES
a. All scaled dimensions are approximate. Before proceeding
with any work, check and verify all dimensions and immediately
inform the Owner of any discrepancy between the drawings and/
or specifications and actual conditions.
b. Quantities for plant materials are shown for convenience only,
and not guaranteed. Check and verify count and supply
sufficient number to fulfill intent of drawings.
308-4.10 SPECIAL INSTRUCTIONS
a. Upon commencement of demolition work, secure samples of soil
under asphaltic concrete paving in areas that are to be
planted, these samples shall be submitted to a soils
laboratory to determine presence of toxic agents. Treat or
remove all contaminated soil as recommended by the laboratory.
The cost of the soils test will be included in the various
bid items.
308-4.11 MATERIALS
a. General: Within ten (10) days after award of Contract, submit
for approval, to the Owner, six (6) copies of a complete List
of Materials which he proposes to use. This list shall
include the soil amendments, the fertilizers, the plant mater-
ials, with the quantities of each. Submit letter indicating
that specimen trees have been tagged at supplier prior to
requesting review.
-43-
b. Specimen Plant Section
(1) One sample each of each plant variety that is shown
on plans that is 15 gallon and larger shall be
delivered to the project site for inspection and
acceptance by Owner.
(2) Immediately remove any plants not approved.
(3) The Contractor, at his option and at his expense, may
retain the services of the Owner to review trees
tagged at the Nursery, and/or at their place of growth.
c. Topsoil: Existing soil on the site shall be used as top-
soil for planting purposes insofar as possible, but shall
be free of debris, oil, weeds, or other foreign matter.
There shall be no rocks over one (1) inch in diameter in
groundcover/shrub areas within the top six (6) inches of
depth.
(1) Submit samples of topsoil to a soils laboratory to
determine proper and necessary amendments and fertilizers.
(2) Provide soil tests with recommendations for a minimum
of two (2) samples for any necessary imported topsoil
to be used. These samples shall be submitted for accept-
ance to the Owner, prior to the placing or use of top-
soil.
d. Fertilizers and Soil Amendments:
(1) Redwood, Fir or Cedar Sawdust Soil Amendment
Nitrogen Content: 0.56-0.84% for fir or cedar
(dry weight basis) 0.4 -0.6% for redwood
Iron Content: Minimum 0.08% dilute acid
soluble Fe on dry weight
basis
Soluble Salts: Maximum 3.5 millimhos/
centimeter @ 250C. as
determined by saturation
extract method.
Ash (dry weight basis) : 0 - 6.0%
Sieve Sizes:
6.35 mm . . . . . . . . . . . . . . 95-100%
2.38 mm (No. 8, 8 mesh) . . . . . . . . . 80-100%
500 micron (No. 35, 32 mesh) . . . . . . . . 0-30%
-44-
(2) 16-6-8 Commercial fertilizer
(3) Soil sulphur
(4) Agricultural gypsum
e. Plant Materials:
(1) Container stock (1 gal. , 15 gal. boxes) shall have been
grown in containers for at least six (6) months, but
not over two (2) years. No container plants that have
cracked or broken balls of earth, when taken from the
container, shall be planted. No trees with damaged
roots or broken balls of earth shall be planted.
(2) Pruning ,shall not be done, prior to delivery, except
by written acceptance by Owner.
(3) Inspection of Plant Material, required by City, County,
State or Federal authorities, shall be a responsibility
of the Contractor, and where necessary he shall have
secured permits or certificates prior to delivery of
plants to site.
(4) Plants shall be subject to inspection and approval or
rejection, at place of growth and/or the project site
at any time before or during progress of work, for
size, variety, condition, latent defects and injuries.
Rejected plants shall be removed from the project site
immediately.
(5) Substitutions will not be permitted except that if
proof is submitted that any plant specified is not
obtainable, a proposal will be considered for use of
the nearest equivalent size or variety and cost. All
substitutions subject to Owner's written acceptance.
(6) Quantities shall be furnished as needed to complete
work shown on drawings.
(7) The owner reserves the right to inspect root condition
of any species, particularly those grown from seed, and
if found defective, to reject the plants represented by
the defective sample.
(8) Identify plant species or varieties correctly on legible,
weatherproof labels attached securely thereto before
delivery to job site. There shall be a minimum of one
labeled plant for each 5 plants in a lot.
-45-
308-4.12 WORK PROCEDURES
a. Work procedures shall follow customary practices, shall
be as directed, and as follows:
b. Soil Preparation and Grading:
(1) Clear project site, rough grade, and/or fill and compact
under this Contract.
(2) In general, finished grades in shrub areas shall be
two (2) inches below adjoining paving or header.
(3) Finish grading shall be done in such a way as to
anticipate the finish grading after the installation
of soil conditioners and amendments.
(4) Excess soil from finish grading shall be redistributed
on site before application of soil conditioners and
fertilizers. Where fill is required, it shall be
obtained from the site. Thin layers of soil shall be
scooped up so that drainage remains unaltered and the
surface left neat and uniform.
(5) Where no grades are shown, areas shall have a smooth
and continous grade between existing or fixed controls
such as walks, curbs, catch basins, and elevations
shown.
(6) Digout weeds by the roots and dispose of off the site.
(7) Planting areas shall have the following minimum depths
of non-compacted soil, suitable for planting and growing.
Shrub Areas - 24 inches deep
Loosen soil in all planting areas to a depth of 12 in.
below finish grade. Remove all debris, foreign matter
and stones over 1/2 in. diameter prior to placing of
any fertilizers or conditioners.
(8) Keep planting areas clean and free from all concrete,
salt, asphaltic waste, lumber or other impurities.
Remove pollution caused by gasoline, plaster, oil, or
other such materials by excavation of the soil and
replacing same with clean topsoil.
(9) Upon completion of finish grading, obtain acceptance by
Owner before commencement of planting.
c. Pre-Emergence Herbicide: Apply herbicide to all planting
areas in accordance with manufacturer's specifications.
-46-
d. Planting:
(1) Shrub, Tree and Groundcover Areas
(a) All planting areas per 100 sq. ft. :
.6 cu. yd. nitrogen stablized organic
amendment derived from redwood sawdust, fir
sawdust, or finely ground bark meeting
specifications
1.0 lbs. 16-6-8 Commerical fertilizer
1.5 lbs. Soil sulfur
15 lbs. Agriculture gypsum
(b) Do not plant trees and shrubs until final grades
have been established, the planting areas properly
graded and prepared as herein specified, and that
work accepted by the Owner.
(c) Backfill mix:
6 parts by volume sandy textured import soil
4 parts by volume organic amendment per above
1 lb. 16-6-8 per cu. yd. of mix
2 lbs. Iron sulfate per cu. yd. of mix
(d) Set all plants so that when settled they bear the
same relation to the finished grade as they bore
to the natural grade in the container before
planting.
(e) In the event that underground construction work or
obstructions are encountered in the planting
operation, alternate locations will be accepted by
the Owner.
(f) Relative position of all trees and shrubs is
subject to acceptance by the Owner.
(g) Protect stockpiled materials and amendments from
loss by wind or contamination.
(h) Mulch plants covering the entire basin.
(i) Grade areas around plants to finish grades and
dispose of excess soil.
(j) Prune plants according to standard horticultural
practices.
(k) Stake tree locations and secure review before
excavating pit, making adjustments as directed.
-47-
(1) Upon completion of all planting operations, rake
all soil between the plants and lightly cultivate
and neatly rake. Leave basins around the plants
unless otherwise agreed.
e. Staking:
(1) Immediately following tree planting, the stake trees
so shown on drawings.
(2) Stake trees per details shown on the drawings, setting
stake vertically in a manner to avoid injury to balls
or roots.
(3) Single Staking: Install as shown on the drawings and
as directed.
308-4.13 INSPECTION
a. Acceptance herein specified shall be by the Owner (or his
representative) . Request review in writing, at least three
working days in advance of the time review is required.
b. Acceptance of work will be required for the following:
(1) Upon the completion of grading prior to planting.
(2) When trees and shrubs are spotted in place for planting,
but before planting holes are excavated.
(3) When planting, and all other indicated or specified work,
except the Maintenance Period, has been completed.
Written acceptance shall establish beginning of the
Maintenance Period.
(4) Final acceptance at the completion of the thirty (30)
day Maintenance Period. This acceptance shall establish
the beginning date for the one-year guarantee of trees
so designated.
c. Acceptance: Upon completion of the Final Review and the work
of this section, the Contractor will be notified in writing
(1) whether the work is acceptable; (2) or any requirements
necessary for completion and acceptance.
d. This Contractor or his authorized representative shall be on
the site at the time of each review.
308-4.14 MAINTENANCE
a. Maintain all planting for thirty (30) day period after
completion and acceptance of all planting.
-48-
b. Maintenance for planted areas shall include regular
and sustained operations of watering, weeding, trimming,
edging, cultivation, fertilizing, spraying insect and
pest control and/or any other operation necessary to
assure good normal growth.
c. Protect all planting against damage, including erosion
and trespass, and provide proper safeguards, as needed.
Any damaged or unacceptable plantings shall be repaired
or replaced at the Contractor's expense.
308-4.15 GUARANTEE AND REPLACEMENT
a. Guarantee shrubs and groundcover until end of Maintenace
Period.
b. Trees that have been supplied in 15 gal. container size
or larger, shall be guaranteed to live in a healthy
condition for one (1) year from date of final acceptance
of project.
c. All dead plants and all plants not in a vigorous condition
noted at the end of the Maintenance Period shall be replaced
as soon as the weather permits.
d. Plants used for replacement shall be the same kind and size
as specified in the plant list. They shall be furnished,
planted and fertilized as originally specified, without
cost to Owner.
308-4.16 PROTECTION AND CLEAN-UP
Exercise all reasonable diligence in the protection of all work
from his material or workmen, during the work required by this
Section of the specifications. Any damage to this or adjoining
work caused as a result of this Contract shall be repaired
immediately by this Contractor without cost to the Owner. All
excess material and equipment shall be removed from the site at
completion of the work required by this section and all areas
left in a clean and satisfactory condition.
308-4.17 PROTECTION OF EXISTING TREES
a. It is the intent of the project that certain of the existing
plant materials shall be retained. Prior to the removal of
any trees, confer with the Owner to determine those plants
that are to remain.
b. Tag and identify all existing trees which are to remain in
the project prior to start of work.
-49-
c. Contractor shall be responsible for all trees that are to
remain in the project. Damage to a plant which results in
death or permanent disfiguration shall result in the complete
removal of the plant, including roots, from the site by the
Contractor; and the Contractor, at his own expense, shall
replace the plant with one of equal value as established by
the Owner, or reimburse the cost of said replacement which
shall include removal of the dead/damaged tree and the
installation of the new. The Owner shall be the sole judge
of the condition of the plant.
d. Protect existing trees that are to remain, at all times,
from damage by men and equipment. All damage to existing
plants shall be repaired, at no expense, by personnel
approved by the Owner.
e. Insure that no foreign material and/or liquid, such as paint,
concrete, cement, oil turpentine, acid or the like, be
deposited or allow to be deposited on any soil within the
dripline (the outside edge of Foilage overhang) of any tree
or shrub or within 6 feet of the trunk of a vine. Should
any such poisoning of the soil occur, remove said soil and
replace it with acceptable soil at no expense to the Owner.
f. Excavation adjacent to existing trees and shrubs: Where it
is necessary to excavate in close proximity to existing trees
and shrubs, all possible caution shall be exercised to avoid
injury to roots and trunk. Excavation close to trees shall
be by hand, tunneling under roots 2 inches and larger in
diameter. Cutting of roots 2 inches and larger shall be only
on the acceptance of the Owner. Paint cut roots with two (2)
coats of an approved tree sealant. Close excavations within
24 hours in vicinity of tree; where this is not possible,
keep the side of excavation adjacent to tree shaded with moist
burlap or canvas.
308-4.18 PRUNING AND TRIMMING OF EXISTING TREES AND SHRUBS
a. The pruning and trimming of the limbs and roots of plant
materials to remain within the project shall be done by
tradesmen experienced in this type of work. The removal
of any limbs, branches and roots shall be done only after
conferring with the Architect. All limbs 1JJ inches or
larger in diameter shall be sealed with approved sealant
after cutting.
b. All plants to remain shall be watered and irrigated
as necessary during the entire construction contract.
-50-
308-4.19 PLANTING AND IRRIGATION IMPROVEMENTS IN DRIVEWAY AREA AT PACIFIC
COAST HIGHWAY AND 5TH STREET
The existing planting and irrigation system in the areas shown
on sheet 6 - Pacific Coast Highway Median I improvement shall be
modified to accomodate the new construction. The contractor shall
test soil for sterilants and remove and replace with suitable
soil to support healthy plant growth. Finish grade in planting
area shall be 2" below top of curb.
Contractor shall plant areas with coprosma kirkii, one gallon
size, 24" O.C. , and extend irrigation system to assure proper
watering of areas from the existing system. The existing
irrigation system shall be modified and new piping and
appurtances installed in a manner which is not hazardous to
pedestrian or vehicle movement adjacent to or within the plant-
ing area.
-51-
308-5 IRRIGATION
308-5.1 GENERAL REQUIREMENTS
City of Huntington Beach's general conditions shall apply
in these contract documents.
308-5.1.1 SCOPE OF WORK
a. General: Include all services, labor, materials,
transportation and equipment necessary to perform
the work indicated on the Drawings and specified herein
and as required to properly complete the irrigation
work.
b. implement: Any changes or additions hereto are added
as a supplement at the end of this section.
308-5.1.2 SPECIAL INSTRUCTIONS
a. Water required to work as needed for testing, trench
settling and other operations will be furnished in
accordance with Special Conditions.
b. Code Requirements shall be those of State and Municipal
Codes and Regulations locally governing this work, provid-
ing that any requirements of the Drawings and Specifications,
not conflicting therewith but exceeding the Code Requirements
shall govern, unless written permission to the contrary is
granted by Owner.
c. Due to the difficulty of repair after completion of project,
all pipe fittings and connections shall be made with extreme
care.
d. Arrange for the installation, by the City, of a water meter
at the point of connection. This shall be a cost that is
included in the project.
308-5.1.3 RESPONSIBILITY
a. Exercise extreme care in excavating and working in the area
due to existing utilities. Contractor is responsible for
damages caused by his operations.
b. Make connections at approximately the locations shown on
drawings. Contractor is responsible for minor changes
caused by actual site conditions.
-52-
308-5.1.4 VERIFICATION OF DIMENSIONS
a. Scaled dimensions are approximate. Before proceeding
with any work, carefully check and verify all dimensions.
b. Plan locations of heads, valves, controller and pipe
lines are diagrammatic and indicate the spacing and relative
locations of installations.
308-5.1.5 LINE CLEARANCE
All lines shall have a minimum clearance of six (6) inches
from each other and from lines of other trades. Parallel
lines shall not be installed directly over one another.
308-5.1.6 MATERIALS
a. All material shall be of new stock and best grade of its
kind. Materials shall be as specified unless otherwise
specifically accepted in writing by the Owner. Materials
not named shall be submitted, together with descriptive
literature, subject to acceptance by the Owner.
b. Within ten (10) days after award of Contract, submit for
acceptance by Owner, six (6) copies of the complete list
of Materials to be used. Substitutions on account of in-
ability to obtain will not be allowed as the work proceeds,
except as specifically approved in writing.
c. Equipment and materials submitted for review if other than
that specified, shall be accompanied by the manufacturer's
descriptive literature.
(1) Plastic Pipe:
(a) All main and lateral piping shall be polyvinyl
chloride (PVC) , type 1120-1220 impact modified
as per CS-256-63 and ASTM-D 2241-65, MSP approved,
continuously marked with the manufacturer's name
IPS and class as follows:
1) For water sprinkler mains: Moore, Baldwin,
Cabot, Lasco or approved equal pipe, Class
315.
2) For sprinkler laterals: Moore, Baldwin, Cabot,
Lasco or approved equal pipe, Class 315.
(b) Fittings
All plastic PVC pipe fittings shall be Type 1
Schedule 40 as per ASTM-D 2466-65T, NSF approved
Lasco, Sloan, Cabot or approved equal.
-53-
(2) Steel Pipe and Fittings:
(a) Steel pipe shall be American Standards
Association Schedule 40 galvanized mild
steel screwed pipe. All fittings shall
be galvanized, screwed, beaded, malleable
iron.
(b) All unions shall be ground joint pattern.
(c) Street elbows, bushings, or close nipples
shall not be installed.
(3) Automatic Control Wiring:
(a) Electrical wiring runs from Controller to
the automatic control valves shall be No. 14,
solid, single conductor, copper wire, 4/64 in.
insulation, 4/53 in. neoprene jacket, Style
BR (Direct Burial) or equal, color code wires
to each valve; common wire shall be white.
(4) Automatic Controller:
(a) Furnish and install controller complete with
all water, electrical and drainage services,
ready for operation. Unit shall be electric,
self-contained outdoor type, pedestal mounted,
Griswold Model 2400 as manufactured by
Griswold Controls, Costa Mesa, California; or
equal as accepted by the Owner.
(b) Controller shall be the latest model of the
particular manufacturer supplied.
(c) Unit shall be a 20-volt, 60-cycle controller,
be completely automatic and shall function
optionally with or without the clock.
(d) Any station may be repeated independently
in any 24 hours.
(e) Stations shall be adjustable 0 to 60 minutes.
(f) Control panel shall be removable plug-in type.
(g) Mechanism shall be housed in a sturdy vandal-
proof case, manufactured of 14 gauge steel,
or case aluminum; furnished for maximum
exterior protection.
(h) The clock and all working parts of the
Controller shall be contained within one
protecting cover.
-54-
(5) Remote Control Valves shall be of cast iron
body with stainless steel nuts and bolts or
shall be of all bronze body. Valve shall be
epoxy lined if cast iron. Valve shall have
an adjustable flow control stem and be operable
manually without electricity. Valves shall be
of same manufacture as Automatic Controller in
the 2000 series.
(6) Valve boxes shall be Ametec (with impregnated
locking covers) . Lid shall be stamped as
follows: "RVC" for remote control valves;
"PRV" for pressure relief valves; "Irrig Gate"
for gate valve.
(71 Control Valve Keys (2 in number) shall be
supplied by the Contractor to owner.
(8) Sprinkler Heads shall be as required on the
drawings or approval equal.
(9) Quick Coupler Assemblies:
(a) Quick coupler valves shall be in 1 in. .
f size; double lugged and with locking cap.
(10) Gate Valves shall be 150 lbs. base, screwed ends,
wedge disc, no-rising stem gate valves. Valves
shall be epoxy lined and bituminous coated if
case iron.
(11) Tracer Wires or Tracer Tape shall be No. 12,
Type TW plastic coated copper wires.
308-5.1.7 WORK PROCEDURE
a. Locations on drawings are diagrammatic and approximate
only and shall be changed and adjusted as necessary and
as directed to meet existing conditions and obtain
complete water coverage.
b. Install system as necessary to carry out the intent of the
drawings and specifications.
c. Locate lines, valves and other underground utilities and
receive the acceptace of the Owner before digging trenches.
d. Piping:
(1) Excavate trenches, prepare subgrade, and backfill true
to line and grade with sufficient room for pipe fittings,
testing and inspecting operations. Do not backfill
until the pipe system has been subjected to a hydro-
static test as specified.
-55-
(2) Pressure lines shall have a minimum cover of 24 in.
Non-Pressure lines shall have a minimum cover of 12
in.
(3) Backfill trenches, with suitable and approved
material, tamping soil around pipe and thoroughly
water settling all trench fills until 90% compaction
has been achieved.
(4) Capped or stubbed out ends of pipe for future
connections shall be installed with a concrete thrust
block located to resist thrust in the main but in a
manner to allow easy removal.
e. Backfill trenches, after installed work has been accepted.
Fill, in planting areas, shall be of good, friable topsoil.
Subsoil backfills will not be permitted except under paved
areas.
f. Repaid any leaks and replace all defective pipe or fittings
until line meet test requirements and approval. DO NOT
COVER any lines until they have been accepted by the Owner
for tightness, quality of workmanship and materials.
g. Plastic Pipe:
(1) Because of the nature of plastic pipe and fittings,
exercise all caution in handling, loading and storing,
to avoid damage.
(2) The pipe and fittings shall be stored under cover
until using, and shall be transported in a vehicle
with a bed long enough to allow the length of pipe
to lay flat so as not to be subjected to undue bending
or concentrated external load at any point.
(3) Trench depth shall be as specified from finish grade
to the top of the pipe. The bottom of the trench shall
be free of rocks, clods, and sharp-edged objects.
(4) Wipe pipe ends and fittings with MEK, or equal, before
welding solvent is applied. Welded joints shall be given
a minimum of 15 minutes to set before moving or handling.
All field cuts shall be bevelled to remove burrs and
excess before fitting and gluing together.
(5) Pipe shall be snaked from side-to-side of trench bottom
to allow for expansion and contraction.
(6) Center load pipe with small amount of backfill to prevent
arching and slipping under pressure. Leave joints
exposed during pressure testing.
(7) No water shall be permitted in the pipe until inspections
have been completed and a period of at least 24 hours has
elapsed for solvent weld setting and curing.
-56-
h. Galvanzied Pipe and Fittings:
(1) Cure pipe accurately and ream to full inside diameter.
Cut threads so that they will be true, straight and
full formed and to conform to American Standards for
pipe threads.
(2) Use reducing fittings only. No bushings will be
permitted.
(3) Apply paste or Teflon Tape to all threaded joints,
in accordance with customary standards.
(4) Valve, plug and cap, as directed, any pipe or valve
that may be left for future connection. Show location
on as-built drawings.
i. Remote Control Wiring:
(1) Make connections of wiring with Pen-tite connectors;
thoroughly cover with an epoxy compound.
(2) Where more than one wire is placed in a trench, 'Pape the
wiring together at maximum intervals of twelve feet.
j. Backflow Preventer:
Install backflow preventer assembly in accordance with
manufacturer's specifications, and conform to all applicable
code and ordinance requirements.
k. Remote Control Valves:
Install remote control valves with a cover of 8 inches
minimum over top of flow control stem. Install a union
type connection. Fit with plastic valve box and cover.
Top of valve box shall be flush with the finish grade.
1. Automatic Sprinkler Controller:
(1) Install automatic sprinkler controller in the location
as shown on the drawings and as directed. Connect
electrical to stub-out as shown on the drawings to
conform to applicable electrical codes.
(2) Make connections to control wiring within the pedestal
of the Controller.
-57-
(3) Install electrical wiring in a rigid P.V.C. plastic
conduit from controller to electrical outlet as
provided under other Sections. The Contractor shall
be responsible for installing all wiring to the sub-
panels or elsewhere as required, in order to complete
this installation. A disconnect switch shall be
included.
(4) Controllers shall have a master switch. It shall be
possible to operate each valve manually, independent
of the clock or any other valve.
m. Quick Couplers:
Install all quick coupler valves plumb and true to finish
grade and maximum of 12 inches from paving, walks, headers,
or curbs, and as directed.
n. Use cleaning solvent before welding solvent is applied to
plastic connections shall be "Weld-On 711" of "705". Apply
solvent to both male and female ends of pipe and/or fitting.
(1) Risers for quick coupler valves shall be the same
size to match the head opening for same.
o. Install gate valves in concrete valve boxes.
p. Sprinkler Heads:
(1) Risers for all heads shall be the size to match head
opening.
(2) Nozzle sizes of all heads shall be adjusted to suit
any particular conditions of the area.
q. Use dielectric bushing in any connections with piping of
dissimilar metal materials.
r. Provide to Owner:
(1) Two (2) sets of head wrenches for installing and
removing sprinkler heads. Wrenches shall be of same
manufacture as heads.
(2) Four (4) coupler-garden valve assembles as shown in
specifications.
s. Painting:
(1) Paint or stencil on the lids of the Ametec boxes for
remote control valves, the corresponding number as
shown on the Controller chart. Paint shall be a perm-
anent paint -- YELLOW.
-58-
(2) Paint tops of all quick coupler valves and manual
control valves with (2) coats of lacquer paint.
t. Install Tracer Wire or Tracer Tape with non-metallic
(asbestos-cement or plastic) irrigation main lines.
(1) Place the tracer wire on the bottom of the trench
under the vertical projection of the pipe with
spliced joints soldered and covered with insulation
type tape.
(2) Tracer wire or tracer tape shall follow the main
line pipe and/or brach lines and terminate in the
yard box with the control valves. Provide enough
length of wire or tape to make a loop and attach
a "Dyno-Tape" type plastic label with the designation
"Tracer Wire".
u. Testing:
(1) All main lines and all lateral lines shall be subjected
to a pressure test of 125 P.S.I. for a period of 4
hours.
(2) All testing shall be in the presence of the Owner. DO
NOT COVER any lines until they have been reviewed by
the Owner.
308-5.1.8 REVIEW OF THE WORK:
1. In all cases where review of the sprinkler system work is
required and/or where portions of the work are specified
to be performed under the observation of the Owner or his
representative, the Contractor shall notify the Owner at
least three (3) working days in advance of the time such
observation is requested.
2. Review will be required for the following parts of the work:
a. Upon installation and testing of main lines; when pipes
are laid and are to be submitted to pressure tests. Do
not cover any lines until they have been .reviewed by the
Owner.
b. When the sprinkler system is completed, the Contractor,
in the presence of the Owner, shall perform a coverage
test to determine if the coverage of water afforded
the planting areas is complete and adequate. The
Contractor shall furnish all work required to correct
any inadequacies to cover.
3. FINAL REVIEW AND PERFORMANCE TEST shall be at the same time
as the final review of the Landscape work.
-59-
308-5.1.9 RECORD DRAWINGS:
A. Before final acceptance of work by the Owner, the
Contractor shall provide a record set of drawings as
specified in Special Conditions, showing the sprinkler
system work.
1. Any changes in location of items or type of installations
from that shown on drawings shall be so indicated on the
record drawings.
2. Valves shall be numbered and corresponding numbers shall
be shown in the record drawings.
3. All remote control valves, shut-off valves, quick coupler
valves shall be located by measure dimensions. Dimensions
shall be given to permanent objects such as buildings,
sidewalks, curbs, and driveways and shall be to the
nearest one-half foot.
4. On the inside surface of the cover of each Automatic
Controller, prepare and mount a chart showing the valves
and sprinkler heads services by that particular Controller.
All valves shall be numbered to match the operation
schedule and the drawings. Only those areas controlled
by that Controller shall be shown. This chart shall be
a plot plan, entire or partial, showing building, walks,
roads and walls. A photostatic print of this plan,
reduced as necessary and legible in all details, shall
be made to a size that will fit into the Controller cover.
This print shall be accepted by the Architect and shall
be hermetically sealed by plastic. This shall then be
secured to the inside of the cover.
5. Immediately upon the installation of any buried pipe or
equipment, indicate on the drawings the locations of said
equipment. Drawings shall be by an experienced drafts-
man and shall be accepted only upon review by the
Architect.
308-5.1.10 PROTECTION AND CLEAN-UP
Exercise all reasonable diligence in the protection of all work
from his material or workmen, during the work required by this
Section of specifications. Any damage to this or adjoing work
caused as a result of this Contractor shall be repaired immediately
by this Contractor without cost to Owner. All excess material
and equipment shall be removed from the site at completion of
the work required by this Section and all areas left in a clean
and satisfactory condition.
-60-
308-5.1.11 GUARANTEE
Furnish guarantee in accordance with the General Conditions
for a period of one (1) year from the date of final acceptance--
at the conclusion of the Maintenance Period--by the Owner on
complete water irrigation system and landscape work including
nonsettling of the backfill in trenches which, if occurs, shall
be corrected, including repairs and/or replacement of any material
damaged thereby or therefrom, to the complete satisfaction of and
at no cost to Owner.
308-5.1.12 EXTRA SPRINKLER HEADS
Include in bid, installation of the following extra sprinkler
heads as directed by the Owner: 15 shrub heads together with
necessary pipe and appurtenances. Adjustment to existing site
conditions shall be made as necessary and as directed. Those
heads not used will be given over to the Owner.
-61-
308-9 Pre-Cast Concrete Street Furniture Specification:
All products shall be steel reinforced and have the PSI of
3,200 or greater. Tree ties shall be cast into the walls of
all planters. All planters shall have drain holes unless
otherwise specified. Products shall have a minimum wall
thickness of 23�", unless otherwise specified. Materials used
shall be: pharis washed gravel, Riverside type II cement, and
washed plaster sand bi-pharis.
-62-
ATTACHMENT A
IRRIGATION, PLANTING, BIKE RACK/
BOLLARD DETAILS
CITY STANDARD DRAWINGS
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SAMOVAPLE TO-M-ATft
IRRIGATION CONTROLLER CHART
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-- -� DRAWIPJG NO.ff- �--T --�91
WANAGADRaw" �„
OCIATES LANDSCAPE ARCHITECTURE DATE, `K)6 NO 1^�
' . ALL 1,11ORK SHALL CONFORM TO THE LATEST EDITION OF THE "STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND SUPPLEMENTS
THERETO (APWA/AGC, "GREEN BOOK" ) .
2. ALL WORK SHALL CONFORM TO THE CITY OF HUNTINGTON BEACH STANDARD
PLANS .
3. THE WATER SYSTEM SHALL CONFORM TO THE CITY OF HUNTINGTON BEACH
SPECIFICATIONS .
4. THE CONTRACTORS SHALL NOTIFY THE CITY ENGINEER AT LEAST 24 HOURS
BEFORE STARTING ANY CONSTRUCTION AND OBTAIN ALL NECESSARY PERMtTS .
5. ANY EXISTING TRAVELWAYS IN WHICH EXCAVATION IS MADE IN CONJUNCTION
WITH THIS PROJECT WILL BE RESURFACED WITHIN TWO WEEKS AFTER EXCAVA-
TION IS MADE .
6. ANY EXISTING STREET TORN UP UNDER THIS CONTRACT SHALL BE PROPERLY
POSTED AND LIGHTED IN ORDER TO ELIMINATE ANY HAZARD.
7. IN ACCORDANCE WITH THE EXCAVATION ORDINANCE, ANY EXISTING PAVEMENT
DISTURBED BY INSTALLATION OF UNDERGROUND UTILITIES SHALL BE COVERED
BY A PERMIT.
3. THE CONTRACTOR SHALL ASCERTAIN THE TRUE LOCATION OF ANY UNDERGROUND
UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR
PRIVATE UTILITY .
9. GAS, WATER' AND SEWER LATERALS TO BE INSTALLED TO EACH LOT PRIOR TO
PAVING OF THE STREETS .
10. THE SEWER CONTRACTOR. SHALL FURNISH THE DEVELOPER AND THE CITY ENGINEER
WITH THE LOCATION OF WYES AND HOUSE CONNECTIONS AS CONSTRUCTED .
I1 . ALL SEWER FRAME COVERS SHALL BE LEFT. 6" BELOW FINISHED GRADE . THE '.
SEWER CONTRACTOR SHALL RAISE THE MANHOLE AND COVERS TO FINISHED
GRADE UPON COMPLETION OF SURFACING .
12. ALL SEWER LATERAL CONNECTIONS TO TERMINATE ONE FOOT BACK OF PROPERTY
LINE.
13. BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO A MINIMUM RELATIVE
COMPACTION OF 90% . COMPACTION) TO BE VERIFIED BY A SOILS REPORT
PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR' S EXPENSE .
14 . AFTER THE AC SURFACING HAS BEEN COMPLETED AT LEAST ONE WEEK, AN
ASPHALTIC EMULSION SEAL COAT SHALL BE APPLIED AT THE APPROXIMATE '
RATE OF 0 . 10 GAL . PER SQUARE YARD .
15. CURB AND GUTTER SHALL BE CONSTRUCTED PRIOR TO INSTALLATION OF THE
WATER SYSTEM, UNLESS THE WATER SYSTEM IS STAKED BY THE ENGINEER. i
SUCH STAKING SHALL PROVIDE FOR ALIGNMENT, CUTS , LOCATION OF ALL
SERVICES AND METERS, GATE VALVES, FIRE HYDRANTS, AND ANY OTHER
STAK114G REQUIRED BY THE CITY ENGINEER. ANY DAMAGE TO WATER SYSTEM
BY SUBSEQUENT CONSTRUCTION SHALL BE REPAIRED BY COMPLETE REPLACEMENT
OF DAMAGE SECTION .
16.' IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE SIGNED PLANS
PRIOR TO STARTING ANY CONSTRUCTION .
17. THE CONTRACTOR SHALL CONTACT THE CITY ENGINEER AT LEAST 24 HOURS
PRIOR TO THE INSTALLATION OF STREET SIGNS AND STOP SIGNS TO OBTAIN
THE PROPER LOCATION OF THE SIGNS .
IS. ALL V .C. P. SHALL BE LAID WITH MECHANICAL JOINTS, "WEDGELOCK",
"SPEED SEAL" OR APPROVED EQUAL . I
i
DEPARTMENT OF PUBL C WPRK GENERAL NOTES Sheet 1 of 2
CITY OF HUNTINGTON BEACH APPROVED:
DI CTOP, OF KA3tJG WOFPK VA-T F-
f% Al 1E:�11�R+11� _-- -_ STANDARD 100
i
19 . THE STRUCTURAL PAVING SECTIONS SHOWN ON THESE PLANS ARE FOR
ESTIMATING PURPOSES AND ARE BASED ON AN ASSUMED "R" VALUE OF 5 .
"R" VALUE TESTS MAY BE ORDERED FROM COUNTY OF ORANGE TESTING LAB
DURING CONSTRUCTION TO DETERMINE ACTUAL "R" VALUE. i
* THE FINAL SECTION SHALL NOT BE LESS THAN 3" A .C . OVER 10" A .B.
FOR ARTERIALS 2" A . C. OVER 6" A . B. FOR LOCAL STREETS .
20. THE ARCHITECTURAL DESIGN OF THE PROPOSED LANDSCAPING AND PERIMETER
WALL SHALL BE APPROVED BY THE PLANNING DEPARTMENT . STRUCTURAL
DESIGN SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS .
21 . ALL WORK AND MATERIALS SHALL BE GUARANTEED FOR NOT LESS THAN ONE ( 1 )
YEAR.
22 . ALL WORK SHALL BE ACCOMPLISHED UNDER CONDITIONS ESTABLISHED BY THE
SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD ORDER NO . 73-41 .
23. ALL REQUIRED FIRE HYDRANTS SHALL BE INSTALLED, ACCESSIBLE AND
OPERABLE PRIOR TO THE INITIATION OF ANY PERMANENT STRUCTURE USING
COMBUSTIBLE MATERIAL .
24. ALL UNDERGROUND UTILITY CONDUITS SHALL BE INSTALLED BELOW WATER
MAINS AND APPURTENANCES WITH A TWO FOOT ( 21 ) MINIMUM CLEARANCE
WHERE CONDUITS AND WATER FACILITIES INTERSECT . UTILITY CONDUITS,
LATERALS, SERVICES, ETC. SHALL NOT BE ALLOWED TO PARALLEL WATER
FACILITIES WITHIN FIVE (5 ) FEET. (.SEE SPECIAL CONDITIONS FOR
SEWER MAINS . )
25. ALL SANITARY SEWER FACILITIES , MA-INS , LATERALS, AND APPURTENANCES
WHENEVER PROXIMATE TO PROPOSED OR EXISTING WATER LINES, SHALL I
CONFORM TO STATE OF CALIFORNIA HEALTH DEPARTMENT SPECIFICATIONS AS
ADOPTED BY HUNTINGTON BEACH MUNICIPAL WATER DEPARTMENT .
26 . ALL TESTS AS REQUIRED BY THE CITY SHALL BE AT THE CONTRACTOR' S
EXPENSE .
27. THE DEVELOPER SHALL CONTACT THE PUBLIC WORKS INSPECTOR AS TO THE
REQUIREMENT OF CURB SIDE MAILBOXES .
28. THE DEVELOPER SHALL INSTALL CABLE TELEVISION CONDUIT PER DEPT . OF
PUBLIC WORKS STANDARDS WHICH SHALL BE SHOWN ON THE EDISON PLAN .
- r
i
' t
i
i
DEPARTMENT OF PUBLIC WORKS -GENERAL NOTES Sheet 2 of 2
CI TY OF HUNTI NGTON BEACH APPROVED:
D Op�O pU6UG WOF�;�S �n'1'E_
CTAKin AQn
I
ro0
3/8" RADIUS ADIUS
Ct�AMFEREv 1"�2" Kf;Y 1. �
To 0E CoNSraUclrEv WREN . ►
t'U�I. yipt:Wk�K t5 tzt%utUIR�17, a�
� I
A.C. i
L to
6
PPovlo� CONTgAcrlotl JoWrS TYPE "A"
@ MAO. SPACING �, !%" WAN-
5100 J01Pf�7 IP091V6 AFW AWtF , 1-1/2"= 1'-0"
6.C.'5) t . C.'S, carc0 Nt,IN f9,A Iflaq�
3/8" RADIUS 3All RADIUS
a �•
tr1 d•
CNANIFSRED fox Z" KGY TO
0 CONSotRUGTED WHEN PULL
SIDEWALK 15 R50LIlgE0. ,6 • A.C.
it • e i
o da
M
NOTE: 9�z��
PRovvt coorRACt1Do Jojt re) TYPE " B"
W'MAY. 5PACI06, �i� FM 0-
5100 J01Nr5 (RORIVr,- APMVO -C*�,
6.C.'9, t%.G.'S, GAi"GI� 6A�IN TRANyIfIvNS
DEPARTMENT OF PUBLIC WORKS STANDARD CURB SECTIONS �
CITY OF HUNTI f�CTi DID BENCH APPROVED:
DtR '1 Opp OF PU W4FiMr.'S Da'T E
CALIFORM"M REWSION DATE: I0/17/18 ISTANDARDZOI
CURB FACE 5 4"
X 11.5" 10.5"
Y 1.25 u I'
Z
Y
24�
3/8 RADIUS !/41PAtXU6
I
C.IaAMFERED 1'92"14F( `m t' CURB FACE
e
3/4�R. s LI P
x a .
KEY I,OcRtlo� .. �4
Af vRlvEwkYS a /
iallp e• a C.
Z
NOTE
PFVVIDEGONTRAGTION JOINT5e2d 'TYPE 11CII
MAX. SPAC WG $ 1/4"EXPANSION
JDI►.tTS BORNE ES,�.C�S i-I/2 �= I�-0��
E.G!5, CATCH BASW11W45mON5.
h' �I-V2'I 24°
3/e," RADIUS 3/4" RADIUS
6" CURB FACE
CHAMFERED ik2"KFY m :° 3/4"R. 1-1/2"
LP
A'f vRId�WAYS e • o o- A.C.
� .
L
ND
PROVIDE CONTRACTION JOIN75 11 11
e 2o'MAX. SPACING t 1/41' EXPANSION TYPE B-
JOint`t'S G� DRIVE APP1'�04GNES, B.C.'S, 1_1�2u= I'-O" �
E.C!S 4 cATGH BA51N TRANSITIONS.
DEPARTMENT OF PUBLIC W ORKS COMM A'iION CURB tGUTTEK SECTION-TYPE EH , C
CITY OF I"�U�'�TI��Gi ON BEACH APPROVED: !�' - r�7
01R ECT0 OF WOA" D4-r r--
CALIFOrM IA REVISION DATE: OCT. 4_3 ,19-18 STANDARD
PLAN Y Q. ZQ'_
4�CONCRETE SIDEWALK an, O" FOR 5TA-m t••IWY.
B to pr A
)T E' 4°GONG.
DEVVA
X=Z4' FOR &C.F. �' 1 u •O ,`5
,� 6 u I 8 CONCR
X=30 FOR G.F I. � � BROOM INlsl-1 .
X= 3G° TOR STAM 1AW1(.
I SC.O RE i x p.
�
CA G CO.Ei �
X B 2W MIN. 135' F1 X. A► X
PLAN
FOR 5 C.F. SCORE O.r7
?WFOR O C.F. ALP
SLOPE VAW t` . e ;.
MES"
Co X rvX W IRS
e' SECTIQN "B-B u
RE
O.I"l SUC E 1/4=( g„ SL 1 FOR8LF
.•d ,-• . OPE y�[Q� 3/4 FORIoCF.
N 11 �I �•1 S+.
4a! (o X!o -1DO Y11F ME5�1
I
SECTION 14-A"
_ BE USED ONLY BY PERMIxIOh OF CITY ENGINEER
t ON STD.ALLEY APPRO4CJ4 ES Cw MH MIN. PARKWM W I D114 b3
SPECIFICATIONS FOR LOCATION
OF DNVE\AlWS
A.NO SEPARATE DWEWAYS 51•ALBE LE5511-BAN 24'OR MORE-Tam a5'ft-1EASUREDeepTC.OF s11.LY ,
DEPRE55ED 5ECTION)UNLESS C7n4ERWrzr--APPRa4r-D. Ac.LEYAPPRtJAC1-4ES M&OR:5d
8. TOTAL DP.IVEWA-,( WIDT45 5NAL•L V40T EXCEED'770% OF-TI-kF_FIXATAGE WWERE 5(K1,4
FRONTAGE 15 100 ' OIL, L r=55.
C. CTWO FEET MINIMUM) OF FULL WEIG14T GUPe, WILL t3E REcpdIAIwD 6E-T'week DRVWEWAY
AND PROFERN LINE PRODUCED.
R (TWEN'N-Tv\o FEET MINI NtUM)OI+ FULL ►-JEjG44T CURB WILL.BE P;EQUIRED BETwEEN
DRIVEWA•-(5 SERMNG THE SAME PAPCIrL.
1~ ALL PLANNED DRIVEWAY OPENING551'4At-L BE 5UBMITTEDT0 PU$UC VJ0P446 DEFT. r
FOR REVIEW ANDAPPR=>VAL. TPE NUMBEROFDRNEWA\( OPENitWGS S1-k4LL PEE NO
MORE'TI"ARE N EEI7ED TO ADEQt1A7E LY SERVE TAE FP4RC.EL.
F. VOE $TO. PLAN M A t: 2126 M2 REQUIRED BY f9E j?S f• of MPLIC woKKe;.
DEPARTMENT OF PUBLIC WORKS COMMERCIAL INDUSTRIAL OR WY.
CI TY OF H€ NTi I MIGTO:� BEACH APPROVED:
�Fi F PU WOiaV�S Da.'j�
f CALIFORNIA REVISION DATE_NOV. g 1975 STANDARD
i PL.A.N
NOTES e
1. GRADE PAMP SHALL NOT EXCEED 8.33% AT CENTERLINE. CURB RArJIp SIDE
ALL EXISTING CONCRETE TO BE REMOVED SHALL BE HEIGHT LENGTH SLOPE
SAN-CUT AS DIRECTED AND ANY EXISTING SIDEWALK 4" 3.5' 17.5
THAT IS DAMAGED OR REMOVED DURI►VG CONSTRUCTION 5' 4.5 22.5"
SHALL BE REPLACED WITH 4" THICK CONCRETE. "6 5.5 30"
7" _ 65' 32.5
3. ACCISI-' RAMP SHALL SE CONSTRUCTED WITH 4" THICK 7.5 37.5
CONCR�TE. g" g 5' 42.5
4. RAMPS LOCATED OTHER THAN SHOWN ON 10" 9.5' 47.5"
STD. PLAN N' 213A AND STD. PLAN `17 Iv S7 52.5
N°• 21.36 SHALL BE APPROVED BY THE
DIRECTOR (w PUBLIC WORKS. V2 RADIUS 12 RADIUS\ 12" I t .5' 57.5"
5. COAT BROKEN SURFACE WITH CON- �2R oR�/2 13" 12.5� 625"
CRETE BONDER. �` A f
PROPERTY LIN BACK OF SI
1 2
5!-0" o� Z 'fl9OiG
6" WIDE BOR- 2- SEE NOTE 2 5 In S
DER WITH 1/4"
GROOVES APPROX. ---
1" 0•C. 114' DEEP.
_ m
PLAN
CURB FACE
COURSE BROOM FINISH. CURB B+ GUTTER
USE "RIPPLE" PATTERN.
y C= 5si MAX• CURB SLOPE. SEE TABLE.
ucu
" I-
A BACK OF SIDEWALK 1
CURB HEiGill _
SEE (ABLE
FIAw LINE-" ELEVATION
1/4"RADIUS SEE " B". RAMP LENGTH 0.17'
.,,BORDER
1/2' SCORE LINE 12—�-;, I — SLOPE:114 PER '
LIPr-
' SECTION A-A a"
NEW CONSTRUCTION
SEE ' B RAMP LENGTH 0.I i
1/4"RADIUS
SCORE LINE 12 6' BORDER
`��1 a-- SLOPE- 1
i.2„ /4 PER I
LIP i
SECTION A-a 1-4
I SEE. NOTE 2 a 5. CURB EXISTING
PLACE CONCRETE UNDER EXIST. GUTTER AS SHOWN.
DEPARTMENT OF PUBLIC WORKS H E L CH-AIR r(Alvi
CITY OF HUNTI NGTON BEACH APPROVED: j��� ��' �- F
01rA6G',' a of LIC wol�►t5 0
CALIFO� NIA REVISION DATE: 10/25/ 7R STANDARD
- - PLAN �EO. 213 A
1 1
Lli�iM��:CLlA��t�Ct12
RcINFORCED CONGRE TE
499 G.M R
CEMENT MORTAR
1- %2 MI .6EE NorE 5
Qj �i ?3'RADIU
SiATIG"J ,
o . - DEODINb OF
A INLET PIPE EL 6
1 SEE NOfE
i DACKFILL WITH TRENCH
0`• Q 6ACKFILL SLURRY
' STATION • •
4 PIPE BEDDING -
PLAN VN0I5TU96c0 EART�J
CASE I SECTION A-A
p0.0. REINFORCED CONCRETE _ __o---- -
OR C.M• P ?4- ' INLETSrRUCTURE
�,.CKFILL DIN. s• '�Ax�
_ CONCRETE
ENCASEMENT
PIPE DEDDINC 3R4or�s
y?MIN
E NOTE 5
SECTION 8-8
AC SE 2
NOTES
I. ALL CORRUbATED PIPE A0 FITT!N6S SHALL DE GALVANIZED.
2. ANGLE A SHALL 3E SHOWN Oq PLARS A}ID WLL BE 6ETWEEN 450AND 90°AND O 5NALL 6E 24"OR LE55.
3. IN NO CA5E 5cUALL TI4E OUT5IDE DIAMETER OF THE INLET PIPE: EXCEED ONE-HALF THE IN51DE DIAMEtt;R
OF THE MAIN 5ToKtl DRAIN•
4. IF ANGLE 5 15 45 PEbKEES 09 LE55,05E CA5E I. IF ANGLE 5I6 GREATER ruAN45;USE CASE 2,
5. CENTER LINEOFINLEr9PALL BE ONrzAPIVS OF MAIN 5T09M DRAIN EXcEPrWNERE EcrvArroN 5
15 SUOWN ON PROJECT DRAW(NGS.
tNE OPENING WOW MAINOWM DRAIN W1.1, 6E rNE oUf910E OIAW69 OF rNE INLET' PIPE PLUS I"
MINIMUM 09 YMAWILIM.
L6. .
DEPARTMENT OF PUBLIC WORKS JUNCTION 5 TRU C T U R E TYPE G
r
CITYOF HUL"ITINGTON BEACH APPROVED
fD REG'i OR OF P. UG WORK C)A•T E
STANDARD - - --
ATTACHMENT B
CALIFORNIA COASTAL PERMIT
:TAT►�OF CALIP04MI♦ EOMuMD G {�Jw. lP Go. tee•
CALIFORNIA COASTAL COMMISSION
SOUTH COAST REGIONAL COMMISSION 6" E OCI•M IOUIIVARD. {u111 3107 CCIT
p o box 145D
'MG MAC". C.11001MI• "Sol COASTAL DEVELOPMENT PEKMI T
7 3905071 P 1•, w O6•E
Permit Type : E/ Administrative / / Standard /_] Emergency
Application Number:
P-80-7286
y g
City of Huntington Beach Public Works De artment
Name of Applicant : � p
Attn: George Tindall, Cty Eng . , 2000 Main St. , Huntington Beach, CA 92648
Development Location: At Main Street between PCH and Fifth Street
Huntington Beach, CA
Development Description . The project is to establish Main Street between
PCH and Fifth Street as a one-way street with diagonal parking on both sides
of the street from PCH to Orange Avenue and parrallel parking from Orange to
Fifth Street; eliminate south bound left turn lane from PCH to Main Street;
and establish a separate "all pedestrian" phase to the existing (CONT. PG . 3)
I. Whereas , at a public hearing , held op November 10, 1930
at Huntington Beach by a vote of unanimous 8c ,
the Commission hereby rants , subject to condition/s , a permit for the
proposed development , on tTFe- grounds that the development as conditioned
will be in conformity with the provisions of Chapter 3 of the California
Coastal Act of 1976 , will not prejudice the ability of the local govern-
ment having jurisdiction over 'the area to prepare a Local Coastal Program
conforming to the provisions of Chapter 3 of the Coastal Act , and will.
not have any significant adverse impacts on the environment within the
meaning of the California Environmental Quality Act .
21. Conditions : None
fjw.. ..
Condition/s Met On 12 1 So
III . This permit may not be assigned to another person except as provided ir.
Section 13170 of the Coastal Commission Rules and Regulations .
IV. This permit shall not become effective until a COPY of this per-.:: has
been returned to the Regional Commission , upon w ich copy all perr..ittees
or agent/s authorized in the permit application have acknowledged that
they have received a copy of the permit and have accepted its contents .
V. Work authorized by this permit must commence within two years fro7 the
date of the Regional Commission vote upon the application. Any extension
of time of said commencement date must be applied for prior to exp r ia:icn
of the permit .
VI. Issued on behalf of the South Coast Regional Commission on
December 2 19 8 n
M. J. Ca ent r
Executive Director
I George L. Tindall , City Engineer , permittee/agent , hereby acknowledge
receipt of Permit Number p_S0_77RA and have accepted its contents .
Of
ell -)P4
(Date) (Signature)
•W -
PROJECT DESCRIPTION CONT. P-80-7286 Page 3
signal; establish a new traffic signal at PCH and Fifth Street along with
necessary median walk; and opening of entry way at PCH and Fifth Street inter-
section to an existing parking lot situated along PCH on the seaward side .
The project will not .affect the signal progression proposed on PCH. It will
eliminate 9 parking spaces from the parking lot and the PCH, and will provide
106 parking spaces in place of 73 existing parking spaces on Main Street.
An overall parking increase of 24 spaces will be realized. Parking and
traffic will not be affected on Fifth Street.
ATTACHMENT C
CALIFORNIA DEPARTMENT OF TRANSPORTATION
ENCROACHMENT PERMIT
ATTACHMENT D
LETTER FROM STATE
PARKS AND RECREATION DEPARTMENT
�'• � "ITT OF HUNTINGTON BEACH
�. r.�
�.. 2000 MAIN STREET P. 0. BOX 190 -CALIFORNIA 92648
P-:-ul E. Cook Public Works Department
(714) 536-5431
October 10, 1980
O(:T. 151980
James H. L,)v in S
Ddni�=] idn a„d Associates
3848 Campus Dr. , Suite 210
Newpsrt Beach, CA 92660
Subject: Main St. Semi-Mall; CC 516
?im.
Attached' for your information is a letter from Kenneth McClellan
of the Stat • Department of Park and Recreation. The letter acknowl-
ec'.ce; the State ' s approval of the proposed new driveway at 5th into
e beach p;�rkinc lot. Although the State was confused regarding our
r:Lans to leave the existing driveway at 6th Street, they have verbally
(.*iven *he-r approval per a telephone conversation I had with Mr. George
pan .
Please proce;a as rapidly as possible to finalize the plans and
SpeC41icatiens and securing the necessary permits. I have requested
_hat the C:.ty Council approve the plans and specifications and author-
ize ar_verti :_ng. This matter will appear before them at their next
egular meering (Oct. 20) .
V ry truly yours ,
eor L. Tindall
ity gineer
17,LT•jy
Attach.
cc: Bill '-arnell
Basmaciyan-Darnell , Inc.
262 Campus Dr. , Suite B-1
Newpc -` Beach, CA 92660
Earnest M. Seidel
Iwanaaa Associates
1200 ;)nail St. , No. 165
Newport: Beach, CA 92660
STATE OF CA_IFCFN1A—TF:E RESOURCES AGENCY EDMUND G. BROWN JR., Governor
_APARTMENT OF PARKS AND RECREATION
P.O. BOX 2390
SACRAMENTO 95611
(916) 445-4794
I ,
OCT 3 1930 OCT o 198a
;roti r? n.cr c. CAUL.
Mr. George Tindall
City Eng-ineer
City of Huntington Beach
200) rain Street
P. 0. Box 190
Huntington 3each, CA 92648
Dear Mr. Tindall:
Thank you lFor your letter of September 15, 1980 requesting this Department's
approval of your construction project at Fifth and Sixth Streets and Pacific
Coast Highway.
Department staff has reviewed your plans and has but one concern, landscaping.
The plants taken out to build the entrance at Fifth Street should be replanted
at the Sixt!i Street entrance closure. On the condition that this landscaping
,—it be included in the improvement project, you may consider this letter
as our approval for:
1. Construction of the new driveway locations opposite Fifth Street
along the Pacific Coast Highway.
2. Permission to place traffic signal detectors in the pavement area
to detect vehicles leaving the parking lot.
Thank you for the opportunity to review and comment.
Sincerely,
Kenneth W. McClellan, Chief
�� Development Division
ATTACHMENT E
REGULATIONS - HOUSING AND
URBAN DEVELOPMENT BLOCK
GRANT PROGRAM
r
HM .D .
THIS CONTRACT REQUIRES THAT THE LABOR LAWS OF THE FEDERAL GOVERN-
MENT BE ENFORCED BY THE CITY OF HUNTINGTON BEACH , THE WAGE RATES
USED WILL BE CURRENT. WAGE RATES ADVERTISED BY THE DEPARTMENT OF
LABOR AND INDUSTRIES ,
LABOR COMPLIANCE
i
I
rHA FORM NJ.)fie) U.S.DEPARTMENT Of HOUSING AND URBAN DEVELOPMENT
a•.•.rr�ID ee FEDERAL HOUSING ADMINISTRATION
CONTRACTOR'S CERTIFICATION
CONCERNING LABOR STANDARDS AND PREVAILING WAGE REQUIREMENTS
To. Federal Housing Commissioner Project No.
c/o Director Project Name -
Insuring Office
1. The undersigned, having executed a contract with
for the construction of the above-identified project, acknow-
ledges (hat:
(a) The labor Standards provisions of the Supplementary conditions of the Contract for Construction are included in
the aforesaid contract,
(b) Correction of any infractions of the aforesaid conditions, including infractions by any of his subcontractors and
any lower tier subcontractors, is his responsibility;
(c) lie is aware that he will require to execute FHA Form No. 2403-A, Contractor's Prevailing Wage Certificate, as
s condition precedent to insurance by the Federal Housing Administration of that certain mortgage loan or an ad-
vance thereof, made or to be made by the mortgagee in connection with the construction of the project.
2. He certifies that.
(a) Neither he nor any firm, corporation, partnership or association in which he has a substantial interest is dp%iR-
nated as an ineligible contractor by the Comptroller General of the United States pursuant to Section S b(b)of
the Regulations of the Secretary of Labor, Part 5(29 CFR, Part 5)or pursuant to'Section 3(s)of the Davis-flacon
Act, as amended (40 U.S.C. 276a-2(a)), or by the Federal Housing Commissioner pursuant to Section 512 of the
National Housing Act, as amended.
h) No part of the aforementioned contract has been or will be subcontracted to any subcontractor it such subcontrac-
tor or any firm,corporation, partnership or association in which such subcontractor has a substantial interest is
designated as an ineligible contractor pursuant to any of the aforementioned regulatory or statutory provisions
3. He agrees to obtain and forward to the Federal Housing Administration within ten days after the execution of onvsub-
contract, including those executed by his subcontractors and any lower tier subcontractors, a Subcontractor's Certifi-
cation Concerning Labor Standards and Prevailing Wage Requirements, FHA Form No. 2482-A, executed by the sub-
contractor.
4. He certifies that:
(a) The legal name and the business address of the undersigned are:
(b) The undersigned is:
(1) A single proprietorship /
(2) A partnership
(3) A corporation organised in the State of
(4) Other organization(dc. cr,b.)
- 1 -
z-
(c) The name, title and address of the owner, partners or officiers of the undersigned are.
4 £ Address
(d) The names and addresses of all other persons, both natural and corporate, having a substantial interest in the
undersigned, and the nature of the interest are(if none, .to slate):
Name Address Nature of Interest
(e) The names,addresses and trade classifications of all other building construction contractors in which the.under-
signed has a substantial interest are(if none, .to scare):
Name Address Trade Classification
onr.arror
Date
By
WAR IH
U. S. Criminal Code, Section 1010, Title 18, U.S.C., "Federal Housing Administration transactions", provides in
port: "Whoever, for the purpose of. . . . . .influencing in any way the action of such Administration. . . . .makes,
posses, utters or publishes any statement, knowing the some to be false. . . . . .shall be fined not more than S5,000
or imprisoned not more than two years, or both."
u. :. r' —rnrwont v Ito t,mi off IccI 1977 7'le-P':' '
- 2
o•.
FHA,FORK N),2I87•A Fo Arr, dBudarr B,rrru Na,d]-ROlSI
R rv,',1/6E U.S.DEPARTMENT OF AND URBAN DEVELOPMENT
FEDERAL HO1IC a.ADMINISTRATION
SUBCONTRAC10C :i CI:RTIVICATION
CONCERNING LABOR STANDARDS AND PREVAILING WAGE REQUIREMENTS
To: Assistant Secretary-Commissioner Date
Department of dousing and Urban Development
Federal Housing Administration Project No.
c/o Director Project Name
Insuring Office
1. The undersigned, having executed a contract with
(rnwaroror or nAcon pas roil
for __�__ /n rr ur•n/u.or4/in the amount of S� _
in the construction of the above-identified project, certifies that
(a) The Labor Standards Provisions of the Supplementary Conditions Of The Contract For Construction are in-
cluded in the aforesaid contract.
(b) Neither he nor any firm, corporation, partnership or association in which he has a substantial interest is
designated as an ineligible contractor by the Comptroller General of the United States pursuant to Section
5.6(b)of the Regulations of the Secretary of Labor, Part S(29 CFR, Part 5). or pursuant to Section 3(a)
of the Davis-flacon Act, as amended(40 U.S.C.276a-2(a)), or by the Assistant Secretary-Commissioner
pursuant to Section 512 of the National Housing Act, as amended.
(c) No part of the aforementioned contract has been or will be subcontracted to any subcontractor if such sub-
contractor or any firm, corporation, partnership or association in which such subcontractor has a substan-
tial interest is designated as an ineligible contractor pursuant to the aforesaid regulatory or atatutory pro-
visions.
2. Ile agrees to obtain and forward to the contractor, for transmittal to the Federal dousing Administration, with-
in ten days after the execution of any lower tier subcontract, a Subcontractor's Certification Conceming Labor
Standards and Prevailing Wage Requirements, FHA Form No.2482-A, executed by the lower tier subcontractor,
in duplicate.
(a) The workmen will report for duty on or about _
3. He certifies that:
(a) The legal name and the business address of the undersigned are:
(b) The undersignea is:
(1) A single proprietorship ,
(2) A partnership
(3) A corporation organized in the Slate of
(4) Other organization(describe)
13_
.Z .
Icl The name, title end address of the owner, partners or officers of the undersigned are:
Name Title Address
(d) The names and addressee of all other persons,both natural and corporate, having a substantial interest in
the undcralgn�rl,and the nature of the interest am (if none,so state):
I
Nana Address Nature of Interest
(e) The names,addresses and trade classifications of all other bWlding eoset>rfletloa contractors in which the
undersigned has a substantial interest are(if none, so vista):
Name Address Trade CIRalllostion
s•►r.•t...t•r—
BV
t
l to cst•r• T17o4 sat*mad#We
WARNING
V.! r.a-tins) C dr, Sertion Io10, Title I#. U.S.C.. "Itederal Housing Adnidstrallon lrmmseettoms".p►ovkbe In pertt "Who.
•ref 11f rhr p•npe.e "t . . . .tetlu•n6ng In any gray the action of such A`sisistration.. . . .trba, paaees,alters,or Pita.
lu>... sny a:.r•.v.e: ►n.,..na-the .ear to be false... ..sh&U 0e tined act state them$5.000 or imprisoned not move than two
),cars.or D,.th.•'
/04A 74eh•A Rw. I1/►S
*US GOYERWCNT PAINTING OFFICE: 1910-689-/15/188
4 -
IN LIEU OF PAYROLL
When ,► subcontractor performs the work for a project by himself,
the following statement is required IN LIEU OF PAYROLLS . This
must be ACKNOWLEDGED BY THE PRIME.
This is to verify that the undersigned SUBCONTRACTOR is tl)e
sole owner workman. (or consisting of ( ) partners) engaged
in completing the work of the subcontractor and that no
other person has been or will be employed in connection
wiLh this project .
Please submit original signed letter .
Signed
ACKNOWLEDGED BY
PRIME; CONTRACTOR
Signed.
Date
Please .Identify Project Name and Project Number .
-S -
(EMIDIT 2) r
EVLOYEE CERTIFICATE OF AU11I01-;IZATION
It is hereby certified that t!ic emuloyc'�� listed 1"clow it the Iverson to
compile the weekly payroll report, execute the "Weekly State:::ent of Co::ipliar:ce" ,
dis tr.ibdte the wares to the employces and complcte the various.; form;: pert,)initig
to the prevailing, ti:at;c requiremcntc on Leh il.i' of the individual , firri, partner-
-Aiip, corporation or association in connection tirith the construction of the
project:
Project h`umber) Project ?sane) -
7ypc or Print Nwec`of Autho.ri.scd Person (Signatiu•c of Aut.hori: od Pc r n)
Name of individual, firm, partnership, corporation or association:
**Signature(s) of Responsible Individual (s) :
(Signature) Title
Signature
(Signature) _ (Title)
Signature) Title)
Date:
This certificate :rust be executed 'by the re;porsib:le
(is/arc) listed on the iTiA form; 2.',22-A, SuLcont_•actor' s Certification Conccrnin�;
Labor Standards and Prevailing Wage Requ5.rei;cents. (See ExJiibit 1. )
In the event that the employee listed on this certificate has been replaced,
it is required that a new certificate be sulJniitted covering the new employee.
NOTE: REMIN T1I15 E dIIBIT TOGETHI R 6,I71I 'ME MIA FORM 2482-A - EUIFIT - 1.
(EXIi I13IT 3)
EFFECTIVE WAGE DETERMINATION
WAGE DETERMINATION NUMBER:
MODIFICATIONS) .AND SUPERSEDEAS DECISION(S) TO THE WAGE DECISION NU1.BER(S) :
PROJECT NUMBER:
PROJECT NAME:
PROJECT LOCATION:
The attached wage determination and modifications) stipulate(s) the MI1JI1-ft.R4 basic
hourly wage rate(s) and fringe benefit(s) which may be paid to the classifications
that are. to be employed on the construction of this project.
A COPY OF THE DETERMINATION AND MQDIFICATION(S) MUST BE POSTED AT THE CONS'i'IiI1m.Ul'i
SITE IN A PROMINENT PLACE READILY ACCESSABLE TO ALL WORKMEN.
CLASSIFICATIONS OMITTED FROM THE WAGE DETERMINATION
Regulations of the Secretary of Labor, 29CFR 5.5 (a) (1) (ii) , require that any
classifications which are not listed in the Wage determination and which are to lue
employed on the construction .of the project, shall be classified o reclassified
conformably into classifications listed in the determination whicK are similar in
duties and wage rates.
In the event that any classification must be fitted into a classification listed
in the wage determination, it is required that you contact this Agency ,fbr
assistance.
ALL CLASSIFICATIONS THAT ARE TO DE EMPLOYED ON THE CONSTRUCTION OF IRIS PROJECT
MUST BE LISTED IN THE WAGE DETERMINATION OR ESTABLISHED P)JOR TO 111LIR 1,XT'LOYRL'NT
4
ON THE CONSTRUCTION SITE.
SEC. 242 NON-PROFIT HOSPITALS, TITLE X LAND DEVELOPMENT AND XI GROUP PRACTICE FACIiITii",
TIME AND ONE-HALF SHALL BE PAID FOR ALL HOURS WORKED OVER S IIUUIL� YEH DAY Arglvol; /,U
PER WEEK.
ALL OTHER INSURED PROGRAMS REQUIRE 111AT TIME AND ONE-HALF SHALL BE PAID FOR ALL
WORKED OVER 40 HOURS PER WEEK.
- 7 -
(EX1110IT 7)
EFIPLOYPIENT OF
I11'I'ft}sN'I'1Ch:�/'I'I�AINf?h.S
Apprentices will be permitted to work as such only when they are registered, individ-
ually, under a bona fide apprenticeship program registered with a State apprenticeship
ngency which is recognized by the Bureau of Apprenticeship and Training, U. S. Depart-
ment of Labor; or, if no such recognized agency exists in a State, under a program
registered with the Bureau of Apprenticeship and Training, U. S. Department of Labor.
The allowable ratio of apprentices to journeymen in any craft classification shall not
be greater than the ratio permitted to the contractor as to his entire work force
under the registered program.
Trainees will be permitted to work as such when they ai,e bons .fide trainees
pursuant to a program approved by the U. S. Department of Labor, Pur eau of Apprentise-
ship and Training.
Any employee listed on a payroll at an apprentice wage rate, who is riot a trainee i•
is riot registered as above, shall'�be l)!)id the wage rate determined by the Secretar;:
of Labor for the classification of work he actually performed.
"A prenLice" means (1) person employed and individually registered in a bona fide
apprenticeship program registered with the U. S. Department of Labor, Bureau of Appren-
ticeship and Training, or with a State apprenticeship agency recognized by the D-.reau;
or (2) a person in his first 90 days of probationary employment as an apprentice in
sixch an apprenticeship program, who is not individually registered in the progr<unI
but. who has been certified by the .Rireau of Apprenticeship tall Training or n State
Apprenticeship Council (where appropriate) to be eligible, for probationary
employment as an apprentice.
1'rairaee" means, a person receivin on-the-job training in a construction occupation
under a program which is approved but not necessarily sponsored) by the U. S. Depart-
ment of Labor, Bureau of Apprenticeship and Training, and which is reviewed from time
to time by. the Department of Labor to insure that the training meets adequate standards.
(Refer to Exhibit 7B for further instructions)
COMPLETE EXHIBIT 7B for further instructions. )
COMPLETE EUI13IT 7-A AND SUH,1IT IT TOGE'IIIER WTT11 THE .FIIA FOR1.1 22482-A - E,11I1 TT 1.
IT IS RE,QU STEh THAT:
AYPRLHTICE INDENTURE PAPERS MUST LIE SUBMITTED WITH '1I1E, FIRST PAYROLL 11iE AJ1PRLNTICL1S
NAMES APPEARS ON
TRAINEE; AGRE1!24'NT MUST BE, SUBMITTED TO REGIONAL LABOR RELATIONS OFFICER FOR Am.)
APPROVAL PRIOR TO TRAINEES BEING EHrl,OYED ON HUD PROJECTS.
-8-
(EXIIIBIT 7-A)
CONTRACTOR'S RATIO OF APPRENTICES/TRAINEES TO JOURNEYMEN '
FIRM NAME:
The following is a list of my entire work force employed on all State, Private,
or Federally financed or Federally assisted construction project.sfor the
county stated below. The prupose of this list is to satisfy Condition G,
of the Supplementary Conditions of the Contract for Construction Article 1-
Labor Standards - FHA Form 2554•
COUNTY: LOS ANGELES AS OF July 11., 1972
(Date)
(Note: Do not list the name of any journeyman or apprentice/trainee. )
API'RI--,NTI GE/TRA I NEE
JOURNEYMAN CLASSIFICATION TOTAL CLASSIFICATION
AUTHORIZED SIGNATURE: TITLE:
NOTE: SUBMIT THIS FORM TOGETHER WITH THE 11iA FORM 2482-A - EXHIBIT 1.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CUT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
-9 -
S>IDIIJIIT
(b) "Federe of frdrrallF aeslsted eon- breakdown by craft,of hours worked and
FAR I'Se—LAWR STANDARDS FOR itraction comet"mrsir any ea►tnet usaftes paid for fiat year apprentices and
RATIOS OF A►IRENTICRS AND to be parteFnMd within itw United etata trabless other apprentices And trainees.
TRAINEES TO JOURNIYMEN OWas d~In section a(d) of PabUd LAW andjoitarneymon.One copy of the state-
FEDERAL AND FIOIRALLY AS- est-la it U.B.C. 351•d). tar eonsumt- �t � be sent to Yte agency•eon-
SISTIO COifSTRUCTION Uon of a character subteen to the ro . land � � the Secretaryof
I>•ste.Baertp Act,or requiring the pay- V�
Parps"Assl grope. msnt d tltrtYpWp wastes determined In is) TM contractor&grew to Insert in
&OoorduM wfNt the Davb-BAoces Act. any subcontract tinder the contract We
(A)(1) The !rational Apprenticeship entered Ylta t1/bF a F'oderel•gamy,or
Act of 1937(29UA.C.KO)wuUmwbmAnd 13) by P
requtreehentseonWsrdtnthleporasrapin
nps allhsr tRezey a aacn IKp CPI!rascal tU.O), (>f1, (4),and
directs the Secretary of Labor"to formu- ed"m Fee coca wAft wosftitanee In the ills .i Ga.3ti 6&.4,Bab,M.G.(3) and liall
and
late and promote the furtherance, OR tone a grants.ban 0r guanntece Eros aeU 00 be attached to each such ocn-
Iaim standards necessary to aaleguard a Federal maer.
the welfare of apprentices,to asiwM the (e1 "ADpt tlba"means (1) a person ninon for tie lttloedustlon of the eon-
application of such standards by ewoow- es" " i—4atlnldwIII registered In Usteios.77to tees'eorK+aetor"as used
setae Ito Induslon thsnof In contracts A bope Ads apprenticeship p� In web e o clauses st Any wboorttnaot shall
of apprenticeship. to brut' together Wired 7lluh Bet UA.Department of mean Use wbeoat&actOf•
employs"and labor for the formulation Ricci, gelfeell Of Apprenticeship end (b) The proVldOM d P&Mrsph (a)
of program of APPfenUooft, a . 0." 7YakdfR,of with a State appnfdfoaidp of Yda aecttan atoll loan apply with re-
(I) Becuon S.4 of Article M of the &ewes riagpbaed by the Bmwau;of(K) gard to any eontrsoR It the head of the
statement by the Pro entt on"Combat- •petom i11 hta(trot 00 days of Dom•- V*dthat m agency concernedNCM finds It likelyhe
ing Construction and!doting Ugleary empleyfnsat as an SPPYWA a 1n that welting of ie eonteaat with the
Future Construction tlsads." dated each an program,who Is dawas contained In panlraph (a) of
Kamp it. 111Tg W 7reow Cusp, cc not Ie rah end In the pro- this section will prolttdloe the national
Pros Doe. 376 (19"11), ludleatq That etas.Mil wh%,."mat%rUMd by the WI-Sty.
training bppotttttu/fet In 000etyaoYan eunw d AppewtAMINIP 011117401111111119 1 Se,4 C.Arrin for t000.uring diligent
grafts presently are provided on most or•Btata Appegptbwb N Council(when effort.
Federal construction projects.and direeto gppfgpetaM) y nil as An for"provides.
A contractor will be deemed to have
"the heads of all Federal Government tl0(4)rftko mme isill A r- mads a"diligent effort"as required by
(d) 'RYalooer'gorane a palzon teed
agencies to Inoltlde•eisuat In construe- Ing on-the-lob training In&wmuuetlon I 5a.3ntr It during the pcetor least of his
Non contracts that will require the Occupation W&W a PMTSM which le all- contract he aeoarruphtltw et taut one Of
employment of apprentices or trainees pool out not necessarily apgrlgsfed► the following three objectives:
on such projects.and that Ks percent of by the B Department of Lotto,Ilan- (a) The conusetor employs on this
apprentices or trainees on each project Dew yen, Bureau o< AP- Dnl•ot • number of Apprentices and
mast be In their 11rat year of training• yrentlsaellis and and which ls tnittew W erat o required M the coo
its number of apprentloss employed rRviswgg feet thing to time by the Man- tract clauses at least equal to the ration
Mal: be 'the ssafmum pet'roltted in power AdwAabInilm to unsure that OVA established In accodancee with 15a.S.
accordance with aytablialed ratios." mwit" adequate standatda. (b) The contractor employs, on all
s Ill The purpose of this part ls to In- (a�) rJdatiAgt" or "Coriteaaber" In- his public slid private, construction
p)ement the Prealdent's statement of sludge say ca"raalfan contract or err- work combined in the labor market area
March 17, 1970, and to implement fur- atrue"gubeontrabtor regardless of Uor of this project, an average nutnber of
ther the National Appnmtceshlp Act of Y issa Y ye paeans contract a apprentices and trainees by craft as re-
i917 and o CFR, Part 30. entitled eoshtrastot �gp othenrW quired by the contract clauses, at least
"Equal Employment Opportunity In Ap- Sa-i aka and ueblee rr•pMy equal to the ratios established In se-
prenticeship and Training."Issued pur- S coo dill with 15116.3.
Use Act, by suant to formulating and (c)(1) Before commencement of
promulgating labor standards necessary (a) The lawlivitg contract dames work an the project, the contractor if
to promote the full realeatgrh of shall be eellQltlen I of each PWWW or covered by a collective bargaining Agree-
traiuing opportunities on Federal and federally oweiNed construction contract ment will give written notice to all Joint
federally assisted construction In In eaehe of S19,000 and each Federal apprenticeship commltteow; the focal
construction occupations,consistent with agency concerned shall Include the U.B. Employment BeCarlt)' Office: (oral
the general welfare of the Journeymen elst pit, of provide for their Inclusion. chapter of the Urban League. Workers
employed in those occupations In the in sub such contract. Mfense League, or other local organ)-
area In which the construction is being (1) The coestrtetot agrees: ration concerned with minority c)n-
undertaken.The provisions of this part (1) '!fat he will make a dllleent effort ployment;and the Bureau of Apprentice-
will be administered in a practicable to hire for the POHOManed Of the con- ship and Training Representative, U.S.
manner,In order to avoid undue hard- tract a number of apprentices or Ullt . Department of Labor,for the locality.
ship or unreasonable results. Training or both,in each occupation,which beers The Contractor it not covered by a col.
opportunities must be provided in eon- to the average number of the Journeymen lective bargaining agreement will site
atruction occupations Including,but not in Not occupation to be employed In the written notice to all the grouls st.•tted
limited to:Asbestos worker,boilermaker, perlormanda of the contract the Apptl- above except Joint apprenticeship rom-
bricklayer, cAbltietmaker-millmon, car- Cable ratio as debrn ec
dned by the Bre• mlttets; this contractor also will notify
penter, cement motion, electrician, ele- t&ry Of L•bef; all non-Joint apprgnuershlp sponsors In
valor Installer,floor coverer,glazier,iron (it) That he will Aware that 15 percent the labor market will Include At least
worker,marble polisher,millwright,op- of such apprentices or trainees in each (2) The notice
orating engineer, painter, plasterer, occupation we In their tint Feat of the contractor's name and address, the
plumber-Pipe Alter, rooter,sheet metal tnslnJng,whore feasible.Feasibility hero Job site address. Value of contract, ex-
worker, sprintler-fitter. skomfitter. Inr0lsae a consideration Of (4) the petted starting and completion dates.
stonemason, terrazzo worker, and ale sval Flo of UlAW g opportunities for the estimated Average number of em.
setter. The Implementation Is In con- fiHt year Apprentices,(b)the hazardous ployees in each occupsuon to be em-
Junetion with the duties of the Secretary Ployed over the duration of the contract,
of Labor under Reorganization Plan No. nature of the work for beginning workers. and a statement of his willingness to
14 of 1950(04 Brat.1767),providing for (c) esomalve wemploymerlt of aspen- employ a number of apprentices and
coordinating the administration and en- Uces in Weir second and subsequent Yom trainees at least equal to the ratioa
forcement of the Davis-bacon Act (40 of tad) during tto performance of established In Accordance with I Sa.s.
U.B.C. g7sa-97ga--71 and related labor the concoct du wilt h the greatest ex- (J) TM contractor must employ all
standards Ieglelailon Applicable to Ped- qualified applicants referred to him
oral and federally asebted construction, tent possible,employ the number of&P- through normal channels (such As the
and also the ditties of the Secretary of prattlers or trainees necessary to meet Employment Service,the Joint Appren.
Labor under the Copeland Act(40 U.S.C. currently the requirements of aubdlvl- tfceshlp Committees and,where applica-
276e) for making reasonable regulations sloes (I) and(11) of this subparagraph, ble,minority organizations and appren-
for contractors and subcontractors en. (I) The contractor agrees to maintain tice outreach programs who have been
gaged In the construction, prosecution• records of employment by trade of the delegated this function) At least up to
completion,or repair of public buildings• number of apprentices and trainees,AP- the number of such apprentices and
public works or buildings or works A- prentees And trainees by Arst year of trainees required by the applicable pro-
nanced In whole or In part by torn or training. and of Journeymen, and the vision of i Sa s.
grant& from the united Stales. wags paid and hours of work of such
(e) filiation sa.l shall eonattute the Apprentices, trainees and Journeymen. S bs.S Drher/nta■lion of r.hin of rat,•
The eenlreotior agrses to make these pKwtiers or troin"I Iw Jouror.mrn.
conditions c et coca Federal of federally excess records available for Inspection upon re- Lary of labor ties determined
assisted construction contract In excess The eeere
of 111110.0110. and each Federal agency quest of the Department of Labor and that the applicable ratios of apprernticrs
concerned shall Include these conditions the Federal agency concerned. and trainees to journeymen In any cc.
or provide for their Inclusion. In each (K) 1%contractor who claims com- cupatlon shall be as follows:
such contract. Sections 6c4. sa.s,.As,6 pitaree based on the criterion stated In IA) In any occupation the applicable
and 16.7 shall also be Included In each I MA(b) •grew to mairtain records of ratio of apprentices And trainers to
such contract for the information of the ° A described In 1 SA.7(&)(t). Journeymen shall be equal to the pre-
contractor. onrah-Federal And nontederally ace- dominant ratio for the occupation In the
1 Se.g Mlwhlan.. sletsd esooLraction wort dote during the arm where the construction Is to be
As used In this part: low market aar".7110 q�Nfot r agromwe gaining Aft set forth r collective bar-
to cabs Chase records Available for In- men a agreement& available other ernploythroug-
(a) "Seder, Yengy" means /he apadion Won request of matt gional a and 1wthrough
VtNled Slates.the District of Columbia• a< lAbor and � �� Department she Regional Manager for tine Bureau of
and any executive deperlsulk Inds- of 14ebried. •actor sort Apprenticeship and Training for the ap-
OWWOM ONUMbhmm k adnunletntwe cis► The contractor plleable area.
agency,a lnatruseotalty of ire!fated Yew to supply (b) For air occupation for witch no
states
one eoPy el the written thotkss regttlred ouch ratio Is found,the ratio of appren-
or of the District of Columbia,1n- In eeeaadance with 1 sa.4(e) At the re. U.and trainees to Journeymen 311211 be
eluding any corporation All or substan- quiet of Mew&gamy compliance cal- determined by the contractor In Accord-
tially all of Shp stock of which to Care.T7e ofttriotor also•grace to supply ben artce with the recammettdatletu set forth
dlclallr owned by tie United Stator, At 7-s0nyt fntstvals dicing porters- in the sta tlatds of the National Joint
by the District of Columbia, or by any &no of the emu"And After foregoing Apprentice t�nbmltto fob Oeeutla•
of the togohrg departments.estabtlsh- too d ebntraat psrforntarge a state- Non, which Are Wed with ie Us. De-
Monts, 680rides. And Wtrumentalities. sectdgggrWi steps taken toward mat- phurtraent W t.abofy btuean of Apprcn-
Inhg A dtUfrpstget;Oft acid containing • ekwhist and Ttaidnar_
ON
Hal
9 ae d Y5 - 3RYyj $tsa{�aSj1 � As.� a A�a
ell mill .1 Isl -
ri
1�4� m rill
+� a
Section 7.0 Review of debarment and liqul• Section 7.11 Right to counsel.
dated damages proceedings. Each intarmated Ix:rv.o or party shall hoc,.t6+•�
right to appear ill per:aw or by or with coun:al or
(a) In any proceedings Iteld under¢5.6(c),5.8 other qualified tvprosentutivo ill arty prucewling I
(d), or 5.8(b),of this subtitle for review of de- before the Board.
barment (including removal from debarment)
cases and liquidated damages cases,any party may Section 7.12 Intervention.
Me with the Wage Appeals Boatel,within a ran- For good cause shown,the Wage Appeals Board
sonable time after the decision by the Solicitor of may permit any interested person or patty to in-
Labor or the Administrator of the Wage and Hour tervene in any proceeding held by the Board. A
and Public Contracts Divisions of the Depart- petition to intersent+shall be in writing,and shall
ment of Labor,as the case may be,a petition for state with precision noel particularity: (a) The
review. petitioner's relationship to the matters iu�olved ill
(b) The petition shall state concisely the points the proceedings,nud (h) the nature of the preson-
relied upon,and shall be accompanied by a state- cation which he would make.
ment setting forth supporting Masons. Further,
the petition shall indicate whether or not the ps• Section 7.13 Consolidations.
titioner consents to the disposition of the questions Upon its Own initiative or upon motion of r.ny
involved by a single member. interested porvm nr party,tho Board may consoli-
(c) A copy of the presentation shall be served date
er
personally or by mail upon the Solicitor of Labor tuts r any precec+liug m• c involve
subtly rnusally
or the.Administrator of the Wage and Hour and two or more appalls which r issues Which
.
Public Contracts Divisions of the Department of xaMthe same lowly s or ed,ifrc;,or issues latish are the
Labor,as the case may be.Upon receipt of such a datio or r oly rclaied,if it finds thou such to col a,
copy, the Solicitor or the Administrator shall elution or concurr�nt vices will contrilnrte to a
transmit to the Board the record of proceeding& proper dispatch of its business and to the ends of
. (d) In his discretion or at the request of the ' justice,and it will ,tot unduly delay consideration
Board the Solicitor of Labor or the Administrator of any such appeals.
of the Wage and Hour and Public Contracts Di- Section 7.14 Oral proceedingm
visions of the Department of Labor, as the case ;
may be,shall Ale with the Board an oxpression of (a) With rosprc.t. to any pra:mding before it,
his views concerning the points raised in the peti- i the Board may up>,at its own initiative or upon tho
tion. When the Wage Appeals Board in its die- request of any interested person or party direct
cretion reviews a decision of the Solicitor or the the interested pen-ions or parties to appear lwfore,
Administrator it shall pass upon the points raised the Board or its designeo at a specified time and
in the petition upon the basis of the entire record place in order to simplify the issues prosented or to'
before it,and shall notify the parties to the pro- talce up any other matters which may tend to
ceedingof itadecision. axpodile or otherwiso facilitate the disposition of
I20 P.R.8005,Jane 24,10e4,as amended at 88 P.R.8448, the proceeding.
June 7,10681 (b) In its dis:vrlion,the Board,or a,single prre-'
Section 7.10 Review of decisions of the Solici• acting member,may permit oral argunront in a,y
for of Labor other than those in wage proceeding. The, hoard, or the presiding menr-
determination and debarment proceedings. fir, shall pnoserilx the time noel blasts for such
arq,ltrmerrt.
(a) The Wage Appeals Board may review in its (a) In its discretion the Board may remand:wy
discretion, decisions of the Solicitor relating to case to.the Solicitor of Lalwr or to the l dminis-;i
controversies concerning the payment of prevail- tratoir of the Wage and Hour and Public Con-
ing wage rates or proper classifications which in- tracts Divisions of the Department of Labor, as
volve significant sums of money,large groups of appropriate, for further proceedings.
entployose, or novel or unusual situations which
arise under the Davis-Bacon Act and its related Ira s•a• June 24,11M34,as amended at a3 F.R.N49N,
June t,1968l
acts and the rules published in Parts 1,3,and 5 of
this subtitle,but which do not arise in proceedings Section ?.15 Public information.
reviewable under A§7.8 and 7.0 of this part.The (a) Subject to the provisions of§4 1.15,5.6(a)
procedures for such review shall be those specified (3),and 5.e(c)(1) of this subtitle,all pai>ers will
in the remaining paragraphs of this section or any documents mado a Iiatt of the official record in the
other appropriate procedure upon adequate notice proceedings of tho Board and decisions of the
to the interested persons or parties. Board shall be made available for public inspmu
(b) Decisions of the Solicitor rendered under tion during usual busineac hours at the olliro of the
5.11(b)of this subtitle shall be reviewable in the Board in Washington,D.C.
manner prescribmd in j 7.0 of this part. (b) Fawimilo copies of such papers,docuntonts,
(c) Interested persons or parties may request slid decisions shall be furnished upon rcquost.
review by the Board of any decision of the Solici- Thera shall be a charge of 25 oents for each fac-
tor rendered under§5.5(a)(1)(ii)or 55.12 of this simile page reproduction except for copies of ma-
subtitle which meets the standards prescribed in terials duplicated for distribution for no charge as
paragraph(a)of this section.The decisions of the provided in paragraph(a).Postal fees in excess of
Solicitor shall be reviewable in the manner pre• domestic first class postal rates as are necessary for
scribed in 17.0 of this part,except that,in adds.' transmittal of copies will be added to the per-page
Lion to the requirements therein stated,the petition fee specified unless stamps or stamped envelopes
for review shall set forth facts showing that the are furnshed with the request.
question or questions presented concern the pay- '(a) No charge need be made for furnishing:
ment of prevailing wage rates or proper classifies►- (1) Unauthenticated copies of any rules,regula-
tions which involve significant sums of money, tions,or decisions of general import,(2) copies to
large groups of employees, or novel or untdtual . , agencies which will aid in the administration of
situations. the Davis-Bacon Act and related acts, (3) copies
120 VJL ease,Jane n.left as amended at aa,1ra aces, to contractor associations and labor organisations
in"7,lea] for general dissemination of the information con-
Wried therein, and (4) only occasionally unau-
thmtidated copies of papers and doeumenta
12 (oft sot,as scat 290,5 U.9.t1.140)
• (>q�:air n)
AMOK= sea
13eotiolt 7.1 FNIPPOIND and ONW.
(a) This i,ert contains tiro rules of practice of
ilia Wage Aititeals Bonral iwtablish¢d by 84wretary the subject matter,of the petition.A signed state-
rd Iwdtnr'& Order 3d-63 (1-10 F.R. M4, 701). The meat of the service required by this section shall
nilas irnplerneut the 11ecoauuondations of rho be filed with the Wage Appeals Board:
Rost ulrctpt riling I lie conduct of its proceedings, Section?A When to file.
(it) The Board line jurisdiction to decide, in
its discretion, appeals concerning queet�ions of o9O°b for review of wane determination
law and fact. from decisions of the Solicitor of uposhould be timely made. 'rand circumstances
is ta cos in-
D.abor or of the Administrator of the W and volt' . S chfaperti is fads and circumstances in-
� valved. Such foots and circumstances include the
Hour and Public Contracts Divisions of the contract schedule of the administering agency,the
Department of Labor with regard to the nature of the work involved,its location,and any .
following: other relevant factors.
(1) Wags determination issued under the
Davis-Bacon Act and its related miniatulta wage IIea 7.6 Contents of petltiona.
D
atata►tee; (a) A petition for the review of a wage deter-
(2) debarment. amass &ruing under Part b of mination shall: (1) Be in writing and signed
thissubtitle; by the petitioner or his counsel (or other author-
(8) controversies concerning the payment of -iced representative); (2) be described as a peti-
prevailing wage rates or proper classifications tion for review by the Wage Appeals Board; (3)
whichinvolve.eignifloant sumo of money, large identify clearly the wage determination, location
a the project ; projects question, and the
groulm of employees, or.novel or unusual situa- ,geneyrnncerned (4)statcthatthoiMtit.ioncrhns
t ions;and
requested tiro Solicitor to modify or otherwise
(4) recommendations of a Federal agsney for changothe wage determinntion in qupition,and de-
appropriate adjtatment of liquidated damages scribe briefly the action taken by the Solicitor;
which are assessed tinder the Contract Work (5) contain a short and plain statement on the
DlnumStandardsAet. grounds for review; and (6) be accompnmied by
l.0 F.B.6aa{,Jvae 24,1t10s,as amended at its 7lld.8{4s supporting data, views, or argtttnents.
Juno T.1001 (b) A petition shall indicate whether or not.
(e) In consideringthe matters within the the petitioner consents to the disposition of the
°0Op° questions involved by a single member of the
of its jurisdiction,the Wage Appeals Board shall Board.
aot,its the.nuthorized representative of the Secre-
tnry of Labor. Tito Board shall &a as fully and Section 7.6 Filing of wage determination rec-
finally as might the Secretary of Labor concerning ord by the Solicitor.
such matters. When the Solicitor receives a copy of a pe ition
seeking review of a wage determination, he shall
Section 7.2 Who may file petitions for review. forthwith file with the Wage Appeals Board the
record relating to the making of the wage deter-
(a) Joy intotvAcd person who is seeking a. urination, or portion thereof in question. In his
modificnrron or other ehaugo in a"gigs aetermins- discretion or at the request of the Board, the
lion of the Solicitor under tho Davis-Bacon Act Solicitor shall in. addition rile with the Board a
or it a related acts (or related decision under 1 1.8 statement setting forth his views concerning any
(c) of this subtitle), and who has requested the furdinge challenged in the petition.
Solicitor to make such a modification-or other
change,may file a petition for review of the action Section 7.7 Presentations of other interested
taken by Ilia Solicitor. persons.
(b) For purpose of this section,the tern"inter-
Wad person" is,considered to include,,without' Intoreated persons other than the petitioner shall
limitation: (1) Any contractor,or an aasooi&tion have a reasonable opportunity to submit. to tho
representing a contractor, who is likely to seek or Board written data,views,or arguments relating
to work under cart•ract containing a particular to the petition. Such matter should be filed with
wage determination, or any laborer or mechanic, , the Wage Appeals Boatel, United States Depart.
or any labor organization which represents a ment of Labor,Washington,D.C.20210.AVhat is
laboror or mochanic,who is likely to be employed a reasonable opportunity is,dependent upon the
or to seek employment raider a contract containing facts and circumstances of each case,such ns the
a particular wage determination, and (2) any contract schodulu of Lite agency involved, the na•
Federal,State,or local agency concerned with the taro of the work involved,and its location.
administration of a proposed contract or a oon• Section 7.8 Disposition
tract oontai»ing a particular wags determination ispced by the Wane Appeals
issued pursuant to the Davis-Bacon Act or any of Board.
iterelaw"tutes. (a) When the Wage Appeals Board in its dis-
Sectlon M Where to file. cretion reviews a wage determination,it shalt dis-
pose of the case upon the basis of all relevant mat.
The original (mud four copies) of Lite iBoar , ter contained in the entire record before it. The
shall be filed with the Wage or,WaAppeals Board, Board shall notify all interested persons parti-
Unitod Stator Doi elan. o ie Labor,Washington, cipating in tiro proceeding of its decision.
D.C.20210.In nddlyo r copies of rho imtitima M the (b) The Board may decline review of any caw
following:
lowiniterveg personally ed ra moil upon WA of the whenever in its judgement a review would be in.
following:(a) c as Federal,be Stets,h local agency appropriate or because of lack of timeliness, the
involved,a the a eo may rt nt the boor,Solic for of nature of the relief ,ought, or other reasons.
I.nlxtr,United States Department of Labor,Wash.
ington,D.C.20910,and (c) any other person (or
the twthoried reprasentaiivas of such persons)
known or reasonably expected to be intKoAgd IA
13
XI11DIL Try
A copy of all payrolls, including thos,• of .,II subcontnu•lors, shall I,r suhmlllcd weekly I„It,,-
FIIA by the prime contractor. The cop\- •i voch payroll shu11 h,• u,,omprnned by it"Weekiv
Statement of Compliance" in the form specified in kr,y,laliuns of the Secrelary of Luhor, Purl .1(29 CI-k
Part 3). The statement shall be executed by the employer(owner, partner of coil-rote officer)or, if a ,.q,v
of a current letter of authorization signed by the employer is furnished to the FIIA, the slArtment m„v I„•
signed by the employee authorized in said letter to supervise the payment of the rmployees. In uddrtron,c„clr
payroll of a subcontractor shall be accompanied by a cettificate of the prime Contractor,certifying that he.or
his authorized assistant has examined the payroll and found no evidence of violation of contract provisions
relating to labor.
(b) A copy of any finding by the Secretary of Labor under 29 CFR 5.5 (bXl)(iv)shall be furnished
to the FHA by the Contractor with the first'payroll submitted following receipt of the finding.
(4) The Contractor and all subcontractors shall make.the records required under the labor standards
clauses of the contract available for inspection by authorized representatives of the FHA and the
Department of Labor, and shall permit such representatives to interview employees during working hours on
the job. The subcontractors shall also make such records available to,and permit such interviews by,
authorized representatives of the Contractor.
C. Apprentices will be permitted to work as such only when they are registered, individually, under a bona
fide apprenticeship program registered with a state apprenticeship agency which is recognized by the Bureau
of Apprenticeship and Training, United Slates Department of Labor;or, if no such recognized agency exists
in a stale, under a program registered with the Bureau of Apprenticeship and Training, United Slates Depart-
ment of Labor. The allowable ratio of apprentices to journeymen in any craft classification shall not be
greater than the ratio permitted to the contractor as to his entire work force under the registered program.
Any employee listed on a payroll at an apprentice wage rate, who is not registered as above, shall be paid
the wage rote determined by the Secretary of Labor for the classification of work he actually performed.
The Contractor shall furnish to the FHA written evidence of the required registration of his program and ap.
prentices and those of subcontractors, the approved ratios of apprentices to journeymen,and the approved ap-
prentice wage rates for the area of construction, prior to the use of the apprentices on the contract work.
D. (1) The Contractor, his subcontractors and any lower.tier subcontractors shall insert conditions A through
E hereof in any subcontracts into which they may enter.. The Contractor shall not thereby be relieved
of responsibility for compliance with the aforesaid conditions.
(2) The Contractor will be required to execute FHA Form No. 2403-A, Contractor's Prevailing Wage Cer.
tificate,as a condition precedent to insurance by the Federal liousing Administration of that certain
mortgage loan, or an advance thereof,made or to be made by the mortgagee in connection with the construction
-- of the project.
E. (1) In the event of failure of the Contractor or any subcontractor to comply with the foregoing conditions,
the owner may withhold from the Contractor any payment or advances payable to the Contractor until
the Contractor establishes, to the satisfaction of the Federal (lousing Commissioner, that the violations of
the aforesaid conditions no longer exist.
(2) A breach of the foregoing conditions may he grounds for termination of the contract,and for debar-
ment as provided in 29 CFR 5.6 and 24 CFR 200.190-200.195.
ARTICLE 2 - EQUAL EMPLOYMENT OPPORTUNITY
During the performance of this contract, 1heContractor'agrees as follows:
A. The Contractor will not discriminate against any employee or applicant (or employment because of race,
religion,color,or national origin. The Contractor will take affirmative action to ensure that applicants are
employed,and that employees are treated during employment without regard to their race, religion,color or
national origin. Such action shall include, but not be limited to the following: Employment, upgrading, de-
motion, or transfer; recruitment or recruitment advertising; layoff or lerminutioa, rates of pay or other forms
of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in
conspicuous places, available to employees,and applicants for employment, notices to be provided setting
forth the provisions of this nondiscrimination clause.
B. The Contractor will,in all solicitations or advertisements for employees placed by or on behalf of the Con.
tractor, state that all qualified applicants will receive consideration for employment without regard to race,
religion,color, or national origin.
C. The Contractor willsend to each labor union or representative of workers with which it has a collective
bargaining agreement or other contract or understanding,a notice to be provided advising the said labor
union or workers' representatives of the Contractor's commitments hereunder, and shall post copies of the
notice in conspicuous places available to employees and applicants for employment.
D. The Contractor willcomply with all provisions of Executive Order 11246 of September 24, 1965,and of the
rules, regulations, and relevant orders of the Secretary of Labor.
E. The Contractor will furnish all information and reports required by Executive Order 11246 of September 24,
1965,and by rules, regulations,and orders of the Secretary of Labor, or pursuant thereto, and will permit
access to its books, records,and accounts by the Federal Housing Commissioner and the Secretary of Labor
for purposes of investigation to ascertain compliance with such rules, regulations, and orders.
-14-
In Ihl evrnI „( 11,0 Con l r a l or'A nont r—pI lu ncr , ,Il.lhc noild l�C rl r„nr.lu W
uny of the allld 1017%, Ir{ulnl long, of oldclt, thin I rnoy he tune Ck d. Ic I—-...... 1.7 w:k. 1 — .1,.•1.
or In pall and the Conituclof muybe declared Inc,,,hl,• I'll (ullhel {t,vrIn.,,lvtl rnrllln,.l,. or fC r1,�,lc u
eonauuctfon contrucla In sceotdunce with ptoetdwct uuthorited In Esecut,',c (1rJrl 11246 0l Sr,'
19f,5, and such other sanctions may be Imposed and lomcdlts invo''sed as pinv�dc,l In E�tcullse C1 :I
n, or older of the Stcteluy of Lsl)ol, or as othctwllt PIC%, Cd by
of September 24, 1905, or by rule, ro`ulsllo
law,
The Conlroclor will Include the portion of the sentence immc.lulely plrceding paragln;,h A a,d the p--
vlslont of poragrophs A Ihtough G in every subcontract or potehnse oldel unlcv. C.rm;,lcd by rule;, lv�u:a-
iloos, or orders of the Sccrclary of Labor issued pureuant to acclion 2N of E rculivc Old- 11246 of
September 24, 1965, to that such provisions will be bindlnK upon each subcontractor of .cndor. Thr Con-
tractor will late tuck action with lespeel Io any subeonttoel or purchasf order as the Fedcral ilnu.,n;•
Commissioanet may direct as a means of cnfotcing such provisions, includln6 aanct,on< (or r,oncompllorcc:
Provided,howeser,lhol in the event the Contractor becomcs Involved In, of Is Ihtcniencd with, Ill:zalion •Ilh a
subeontlaetol or vendor as a result of such direction by the Federal Itouswn Commistloner, the Ccnutctor
may request the United Slates to enter Into such litigation to protect the interetts al the United Slale;..
*U.S.G0VCAHmr&T pRIN71110 OFPICC, 171 a
H . The Colitrac tor will not discFifninato a a i ;;s
employee or applicant for, employment bccauS% of sc:: .
'r
In ;;rr.ordance with the provisions of Section 3700 o1 tl-le
Stave Labor Code , every contractor will bo required to
secure the payment of compensation to this cm;aloyee .
The handicapped will be included in the provisions of
the Davis/Bacon Act .
The Department of InQustr.ial Relations reouires ti:at all
aliens used on any project must carry an alien work card
which will be shown to the Inspector on the project.
I • MIRING LOCAL QUhLII'ILD h1I11IOROIT11
The contract shall comply with Section TII ,
Conuunity Development Block Grant ,
contractor shall attempt to hire .local.
individuals v:,hen job opportunities occur , 1:nc.i
business firms when possible .
The contractor shall. document his c." Ecrts t
Section III and transmit his cloucrnc.ntat.ion to cl:c1':,.1,17
during the course of construction Ind wi.l..i_ su::�;c:i ':
report at the completion of the job .
-15-
1
FEDERAL WAGE RATES WILL BE INCORPORATED IN THIS
CONTRACT PRIOR TO THE CALL FOR BIDS .
THE FEDERAL WAGE RATES WILL BE INCLUDED AS PART OF THE
CONTRACT ,
16
EMPLOYEE INTERVIEW Contract No. ^—_-.- -
LABOR COMPLIANCE Fed. No.
and Co.-Rte.-P.M. ---- -
EQUAL EMPLOYMENT OPPORTUNITY Description -------- -
1. TO BE FILLED IN BY INTERVIEWER (Data may bo obtained from Payroll Records)
Emplayee: Name __.--._. . -_-.-.___-_ _-...__ labor ClassHkation ---
MMknum Base Wage Per Contract: Base Rate - .__ _.__. .._ __ Fringv Benetitb _ -- --- ---- -
Minimum Base Wage Per Payroll: B.,.e Rate ___- _-__._._.___ .. _--_-__ Fringd BesNrfits ------ -
Employer: _-.- --_---. __-- -------.-__-_-. Prime Contractor of,tsl.Project -------
4or•AM6. So/TAT[1
Work Being Performed at Time of Intorview __ -----
Z. QUESTIONS TO BE ASKED OF EMPLOYEE
A. How long have you worked for your present employs r?-.-_---. - Huw Zang on the project? _----
S. Describe the type of work you have been doing dur:,.g ti.. past week — -- ---—
C. What is your wage? Base Rate _ -.. ._ __ _ .-_.___ __ Fi mgc Benefits _— _ (Compare to payroll)
D. Do you work overtime? ❑ Frequently ❑ S.,Idum Q None
E. Are you paid time and one-half for overtime?-_ _ __-- If no,explain -
F. 4o you keep a record of the hours you work? _
-- :........................_..........-------------------------- ------.......----- -----....-----------.------ ---------------------------------------------------------------------
G. Has the contractor discussed labor Compliance with you? -_ Did he direct your attention to the required posters
the project?_ -.- Have you seen those posters11 __ if no,exploits - ---
Am y.,u •..: are of the Contractors EEO policies? _ Does the Contractor hold tryular EEO rvisel s?
How aft(17 Who conducts the iswelil.gs? _
Who Is the EEO Officer for your employer?If none,who is tM W Officer for the project? --
1. Has your employer bsformed you of updradilsg and tro►ning pussibrlitles? Phrase explain _ ----_-
J. J1re you Interested in participating in training for higher shill work classNications? -----
X. What union and what management en" negatlant the collective borgalnMp agreement you work under? Name both
A. ADDITHWAL i1f11ERTIONS FOR OWNER OPERATORS
A. Equipment description - __--
Truck license No.—._--.--- —.- -._._ Trek(Cal T)No. -
Heurfy rate(fully operated and maintained) Bare equipment rate --B. On what do you base your equipment rate? An hourly [] weekly ❑ monthly ❑ rental rate.
C. Do you own the equipment? __.. ____ May I see y.u►clht;ficate of ownership? (Interviewer-note)
Legal Owner: -_----- - .-- Registered Owners -- ---_
d. EMPLOY!! COMAWINTS
A. Do you have any comments or complain"about wages or EEO pollcies? Be specific _ .-......._ _
S INT avow Iml is COMNIDM
Inte►vlewer _. -.-----_---- ._ Date---
7-CO-90
-_ -17- Resident Engineer _ -
DIRECTIONS TO INTERVINWER
1. Fill in Section 1 from payroll records after interview.
2. Fill in Section 2 completely. (Does not apply to owner operators)
3. Fill in Section 3 completely.
4. Employee comments optional H Section A.
S. Interviewer comments on findings and recommends further actions to be taken. Attach
additional sheets if necessary.
6. List 5 employees in same work crew where interview was taken.
Employee's Name Work
Y Classification
T. List balance of employees in this worx crew by classification.
MWAI!R of an Work Classification
Laborer
Cement )boon
Operating Engineer
IronMorker
Carpenter
-mom us-
Teamster
Electrician
Other:
740-90R -18-
DEC 711
SUPERSEDEAS DECISION TACCEI VEDC
STATE: California COUNTIES: Imperial, Tnyo, Kern,
Los Angeles, Mono, Orange, Riverside,
San Bernardino, San Luis Obispo,
Santa Barbara and Ventura
DECISION NU"1BER: Cr,80-5117 DATE: Date of Publication
Suprrsedes Decision No. CA79-5123 dated August 18, 1978, in 43 FR 3GS39 DECISION N0. CA30-5117 Page 2
DESCRIPTION OF WORK: Building Projects (does not include single family
ho,:,-3 and apartments up to and inclu.linq 4 stories), Heavy and Highw,,y '
Projects and Dredging
8.o.1;r.H-d
r EJ.
F,i.q.B.n.luc P.r�.,t. Ra,., N d x
M•°dh Ed�cui,ow ELECTRICIAt:r;:• (Cont'd) fQ
R or.• M 6 M P..clo. I VacaY ea oed,o. Area 3: (Cont'd) Cl.
.aG • Ape,. T,. Tunnel. -
Electricians $13.52 $1.05 11+1.70 .02 ASBESTOS WORKERS WORKERS $16.20 $1.30 $1.37 .07 Cable Splicers 13.82 1.05 1%+1.70 .02 •+
BOILF.R:iAKERS 15.21 1.275 1.25 1.00 .04 ' i ry
Sound Technicians:
BRICKLAYERSt Stonemasons:"
Area 1 14.09 1.13 1.34 .12 Sound Technicians (on
Area 2 14.49 1.05 2.11 .10 new building t^
construction) '" 12.67 .75 3%
Area 3 13.35 1.30 1.75 .05 i
Sound Technicians (on
Area 4 _
Area 5 1].85 1.20 2.35 07 modification of existing
Area 6 14.37 1.15 1.50 .05 buildings) 10.74 75 3Y <,
Area 4:
BRICK TC':0ER5 9.48 1.25 2.55 .95 .12
Electricians 16.39 .81 38+1.45 .02 t
CARPENTERS: Cable Splicers 17.14 .Sl 33+1.45 .02
Carpenters 11.57 1.62 2.16 1.00 .09 Area 5:
Saw Filers 11.65 -1.63 2.16 1.00 .09 •'
Electricians 15.56
Tablc Power Saw Operators 11.67 1.63 2.16 1.00 .09 6 .85 31+2.00 .04 Z
Shinglers; Piledrivermen, Cable Splicers 16.06 .85 7'5+2.00 .04 p
Area. 6:
Bridge or Dock Carpenters;
Derrick Barg.
Rock Electricians 1 . 0 1.21 3t+2.90 .04
Slinger. g. 11.70 1.63 2.16 1.00 .09 Cable Snlicets 15.40 1.21 3t+2.90 .04 t�
Tunnel:
Y
Hardwood Floor La 11.77 1.63 2.16 1.00 .09
ere
Pneumatic Nailer 11.82 1.63 2.16 1.00 .09 Electricians 16.39 1.21 3s+2.90 .04
Cable Splicers 16.69 1.21 3d+2.90 .04
Millwrights 12.07 1.63 2.16 1.00 .09 Area 7:
CEMENT MASONS:
Electricians 16.18 1.23 31+1.50 .03
Cement Masons 9.41 1.10 1.75 1.00 .08 and Cal:le Splicers 17.79 1.23 3l+1.50 .03
Cement FloatiMasons
Area B:
Troweling Machine 9.66 1.10 1.75 1.00 .08 Electri
cians 15.10 1.10 34+1.5G 03
DRYWALL Installers 12.53 1.63 2.15 1.00 .09 Cable Splicers 17.10 1.10 38+1.50 .03
ELECTRICIANS:• Area 9:
Area 1: Electricians 16.71 1.20 33+1.95 .02 ( w
Electricians 15.98 .75 35+1.71 •09 Cable Splicers 18.38 1.20 3%+1.95 .02 _
Cable Splicers 16.28 .75 35+1.71 .09 ELEVA1`JR COI:STRJCTORS:• i '
Area 2: Area 1: j
Electricians; Technicians 16.00 1.10 3?+1.95 .15 Elevator Constructors 15.41 1-.045 .82 a .035
Cable Splicers 17.60 1.10 3%+1.95 .15 Area 2:
Area 3: Elevator Constructors 1rY.37• .89`, .82 a .035
Electricians 13:12 1.15 3t+1.95 .12 G•,
Cable Sn!ic:rs 13.42 1.15 32+1,95 .12
Tra"ic Si•;nal and Street •.F AREA OttSCFI ?'I GNS -
Lightin, _a
El *SEE
13.12 1.15 3l+1.95 .12 ollowr,n•J pa•;c �!
Utility Technician No.1 9.84 1.15 3,+1.95 12
Utility Tuchnici,in r4u.2 9.18 1.15 3'!+1.95 12
•SL'F. AREA UCSC�t1I"C10t15 -
Pagu 3
II
I
i
,
• i
t
DECISION :40. CA80-5117 Page 4
DECISION NO. CA80-5117 Page 3
AREA DESCRIPTIONS F,Inq• 8-1;,,Poy-ic
80.�c
Ho�,lr ( Ed-ti-
Ro- M 6 X P-i- Vac*Gon I *mod;or
"PP,. Tr.
RICKI.,11'ERS: Stonemasons:
Area 1: Imperial County GLAZIERS:* p
Area 2: Inyo, Kern and Mono Counties Area 1 $10.90 .67 .90 m
Area 3: Los Angeles and Orange Counties Area 2 11.19. 67 1.45 .04
Area 4: Riv.erside and San nernardinc Counties IRONP.OREEPS;
Area 5: Santa Barbara and San Luis Obispo Counties Fence Erectors 11.11 1.29 2.47 1.65 .07
Area 6: Ventura County Reinforcing 12.00 1.29 2.47 1.65 .07
00
Ornamental; Structural 12.00 1.29 2.47 1.65 .07 m
IRRIGATION and LAWN n
ELECTRICIANS: SPRINKLERS0 ~
Area 1: Imperial County Area 1 10.45 10% 16% 13% 1%
Area 2: Kern County LATHERS:
Area 3: Los Angeles County Area 1 9.13 .60 1.30 .70 .05 O
Area 4: Orange County Area 2 12.50. .70 .90 .03 _
Area 5: Riverside County Area 3 11.98 1.05 1.13 1.50 .02
Area 6: Inyo, Mono and San Bernardino Counties Area 4 7.72 .87 3.20 <n
Area 7: San Luis Obispo. County Area 5 11.67 .82 1.25 1.50
Area 8: Santa Barbara County Area 6 12.50 .85 1.00 .50 .03 i O
Area 9: Ventura County LINE CONSTRUCTIO"1:* .+
Area 1:
Groundmen 11.44 .75 30+1.45 N
ELEVATOR CONSTRUCTORS: Linemen 14.30 .75 3W.45
Area 1: Imperial, Inyo, Kern (south of Tehachapi Range), Cable Splicers 14.18 .75 31+1.45
Los Angeles, Mono, Orange, Riverside, San Bernardino, Area 2:
San Luis Obispo, Santa Barbara and Ventura Counties Ground-men 9.94 .90 31+1.60 .15 m
Area 2: Kern'County (north of Tehachapi Range) Linemen 13.25 .90 31+1.60 .15
Cable Splicers 14.58 .90 3t+1.60 .15
Area 3:
Groundman, 1st year 11.43 .81 32+1.45 .02
Groundman, after 1st year 12.12 .81 31+1.45 .02
N
Lineman, Heavy Equipment c�
Operators 14.04 .81 3%+1.45 .02
Cable Splicers 14.69 .81 31+1.45 .02 p�p�
Area 4: p
Groundmen 9.86 1.25 38+1.95
Linemen 13.14 1.25 34+1.95
Cable Splicers 13.44 1.25 31+1.95 7. Z
Area 5: O
Groundmen 9.41 1.11 39+2.00 .04
Linemen 12.72 1.11 3%+2.00 .04 ro
Cable Splicers 13.44 1.11 3%+2.00 .04
*See AREA DESCRIPTIONS -
Page 4
W
U1
N
IJ
• � I r
0I:CIS?01: ):O. C%,80-5117 Page 6 t:
DECISIOt: NO. CA20-5117 Pace 5 Ut
r.a
AREA DESCRIPTIONS
F-9. B-fin P.,,,,-t, .I
Basic i
H-lr Ed„ Va.. GLAZIERS:
Ro,.. H G w P-i- vo,.ro� -d o Area 1: Imperial County
Acv,. 2,. Area 2: Los Angeles, Orange, Riverside, San Pernardino,
LINE CONSTRUCTION:• (Cont'd) Santa Barbara, San Luis Obispo and Ventura Counties
Area 6: LATHERS:
Groundmen S 9.65 BS 32+1.65 .04 Area 1: Inyo, Kern and MOno Counties
Linemen; Line Fcuipment Area 2: . Los Angeles County(except City
Operators 13.08 BS 39+1.65 .04 o: Lancaster)
Area 3z Ventura County' " I It""
-
Cable Splicers 13.38 .85 3i+1.65 .04 Area 4: San Luis Obispo County ti
Are Area 5: Santa Barbara County
Groundmen 9.66 1.00 1a+1.35 03 n?
Area 6: Orange County
Linemen; Line Equipment
�w
Operators 12.26 1.00 1t+1.35 .03 LINE CO::STRUCTION: �?
Cable Splicers 13.48 1.00 16+1.35 .03" I �c'
Area 1: 7mperiai County
Area 8: Area 2: Kern County c0
Groundmen 12.93 1.00 31k+1.05 .02
Area 3: Orange County
Linemen 14.21 1.00 38+1.05 .02 ( 1
Area 4: L.os AngC1C5 County
Cable Splicers 15.63 1.00 38+1.05 .02 Area 5: Inyo, "'ono and San Bernardino Counties
Area 9: Area 6: Riverssde County >_
Groundmen 9.64 1.10 38+1.50 .03 Area 7: San Luis Obispo County s '
Linemen 13.25 1.10 3t+1.50 .03
Cable Splicers 14.25 1.10 36+1.50 .03 Area 6: Ventura County �n
MARBLZ SLTT;RS; Area 9; Santa Barbara County
Area 1 12.42 1.50 1.62 1.18 � o
MARBLE SETTERS:
Area 2 12.69 .81 1.17 .08
MARBLE, T.E�ZZO,& TILE Area l; Inyo and Moro Counties � , J
FINISHERS; Ares 2: Imperial County ca
i
Area 1 9.44 .81 1.17 .03
PAINTERS:*
MARBLE, TER21ZZ0 and TILE FTIISHERS:
Area 1: Arca 1; Irv?arial County
f.
Brush; Paint Burners 13.21 1.23 i.43 .75 .07 ppINTERs:
Paperhangers 13.71 1.23 1.43 .75 .07
Area 1: Imperial, Orange, Riverside, Los Ar.gC1e^, (Pomona Are;,; , `r
Iron, oteoland bridge San Bernardino (exclu�'inc, western portion)
(swing stage) 13.96 1.23 1.43 .75 .07
Sheet Rock Tapers 13.26 1.23 1.43 .75 .07
Brush (Swing Stage) ; <
Spray 13.46 1.23 1.43 .75 .07 N
w
Steeplejagk 14.80 1.23 1.43 .75 .07
u,
CD
'SEE AREA DESCRIPTIONS -
fallowing Page
a
� i C)
DECISION NO. CA80-5117 Pago 7
DECISION NO. CA80-5117 Page 6
Be.i,
Frieq. 0a f;e.Por�,ni. .
Friege B.e.Gi.Porm,ei.
Be,;<
Hoerlr Ed�wroe Ho„rlr Ed...6..
Reb. H A W Pee.ien. VocoKon cn d,er Rote. H 6 N Pen goes I V and"or
Epp.. T,. - App,. Tr.
PAIWTERS0 (Cont'd) PAINTERS:* (Cont'd)
Parking Lot Striping Work �p
Area 2: and/or Highway Markers: CL
Brush $12.73 .66 .80 .60 .02 Area 1t 4
Structural steel and Striper $11.82 .55 _40 b G
bridge; Paint Burner 12.85 .86 .80 .60 .02 Traffic Delineating
Tapers 14.06 .86 .80 .60 .02 Device Applicator; C9
Brush Swing Stage (13 Wheel Stop Installer;
stcries or less); Paper- Traffic Surface;
hangers; Sandblasters; Sandblaster 10.72 .85 .50 b ti
Spray Painters 13.13 .86 .90 .60 .02 Slurry Seal Operation:
Brush Swing Stage (over 13 Mixer. 10.72 .95 .50 b
stories) 13.10 .66 .80 .60 .02 Squeegee Man 9.14 85 .50 b C
Structural steel and o
e, Swing Sta e (13 Applicator Operator 9.14 .85 .50 b
bridge, 9 Shuttlenan 9.14 .85 .50 b
stories or less) 13.13 .86 .80 .60 .02 Top Man 7.60 .85 .50 b
structural steel and Area 2:
bridge, Swing Stage (gx- Traffic Delineating Z
cess of 13 stories) 13.25 .86 .80 .60 .02 Device Applicator 10.72 .65 .50 b
Spray Painter; Sandblaster wheel Stop Installer; Sur- 'op'
Suing Stage Jexcpss Of face Sandblaster 10.72 .85 .50 b I`t
13 stories) 13.35 .86 .80 .60 02 Striper 10.33 .85 .50 b
Spray Painters; Sand- Slurry Seal Operation:
blaster, Swing Stage (13 Mixer Operator 10.33 .85 .50 b
stories or less); Past Squeegee Man 9.14 .85 .50 b
Machine; Special coating
Spray 12.91 .71 .80 .60 .02 Applicator Operator 9.14 .85 .50 b W
Steeplejack 13.65 .71 .80 .60 .02 TopShu Man
7.60 .85 .50 b
A.rna 31 Top Man 7.60 .85 .50 b
Brush 10.23 so .90 .03 PLASTERERS: m
Aroa 1 11.03 G
Brush or Roller (swing Area 2 12.33 .93 1.85 .12 to
stage); Paperhangers; Area 3 15.95 .01
Taping Joint Shect Rock 10.48 .80 .90 .03 Area 4 12.00 .+
Spray; Sandblasters 10.73 .80 .90 .03 Area 5 8.69 .70 1.05 .01 to
Steeplejack 1 11.73 .80 .90 .03 Areal 14.51 1.30 3.00, .02 S
Area 4; PLASTERERS TENDERS:
Brush; Pot Tender 13.41 1.25 1.40 .03 Area 1 11.77 1.25 2.55 `
Paperhangers; Pasto Ma- Area 2 10.92 1.25 2.55 .95 0
chine Operators; Iron Area' 3 11.77 1.25 2.55 1.10 and Steel 13.66 1.25 1.40 03 Area 4 10.08 1.25 2.55 1.15 r
Spray: Taper; SandQl aster_ 13.91 1.25 1.40 .03 Area 5 12.43 1.25 2.55 .95 a,
Steeplejack 14.41 1.25 1,40 .03 Area 6 13.58 1.25 2.60 1.10
•SFE: AREA DESCRIPTIONS -
•SEE AREA DE CUPTIGNA -
Followinq Page
I
W
/ ! . +
I W
D ECI;10; :0. G'.80 �i17 PdcC ID �H
DECISION ':0. CA60-5117 Page 9 J+
AREA DEFI`,ITIO::S
r-
PA INTERS: (Cont'd) , Frl°a. B.°eGls P°ym is
Area 2. Inyo. Los Angeles (except Pomona Areil, Mono,
San Bernardino (west of a. line north of Trono FI°°'Ir Ed°<°r,°•
N 6 W P•nsi°�. vnc°r°n °�d-°.
including China Lake Area, Johannesburg, Boron, R°ers
App r. Tr.
south including the Wrightwood Area) PLUMBERS; Steam`itters:• 'T7
Area 3: Kern County Area 1 $13.83 10% 16% 13% 21 C
0.
Area 4: San Luis Obispo, Santa Barbara and Ventura Counties Area 2 13,68 1,05 2,25 1,45 ,17 0
REFRIGERATION and AIR '
p
Parking Lot Striping Work and/or Highway Markers; and CO;:DITIONING:' �
Slurry Seal Operation: Area 1 10.70 .96 .85 1,00 05
Area 1: Inyo and Mono Counties Area 2 23.82 2.00 2.00 1.52 .30
Area 2: Remaining Counties ROOFERS:* mW
Area 1 12.79 .60 1,05 1.00
PLASTERERS: Area 2 12.05 .80 .60 .02
Area 1: Imperial County Area 3 32.65 .80 1,00 1.25
Area 2: Los Angeles and Orange Counties Area 4 13.31 .97 2.05 .065
Area 3: Riverside and San Bernardino Counties Area 5 14.17 .85 1,00 .05 p
Area 4: San Luis Obispo County SHEET METAL WORKERS:•
Area 5: Santa Barbara County Area 1 14,9G 1.04 2,24 ,Q1 cA
Area 6: Ventura County Area 2 14,51 1,14 1,80 .02
Area 3 15.16 1.14 2.52 .10 Z
PLASTERERS TENDERS: Area 4 14.16 1.14 2.64 .09 0
Area 1: Imperial, Inyo, ?Sono, Riverside and San Bernardino Area 5 13.90 1.14 1.91 ,16 fa
Counties Area 6 14.93 1.14 2.52 N
Area 2: Kern County SOFT FLOOR LAYERS:-
Area 3: Los Angeles and Orange Counties Area 1 11.52 .81 1.45 .10
Area 4: San Luis Cbispo County Area 2 12.72 .75 1.20 .75 .08 iI
Area 5: Santa Barbara County Area 3 12.29 .75 .75 1.18 .07
Area 6: Vantcra County SPRINKLER FITTERS:°
Area 1 15.52 .75 1.05 .08
Area 2 16.63 .83 1.05 .09
" TERRAZZO WORKEPS:-
Area 1 12.69 .81 1.17 .08' R7
TILE SETTERS:"
Area 1 12.69 .81 1.17 .08 w
Area 2 13.81 1,06 1.40 .10
Area 3 10.50 1.20 1.85 .07 c0
Area 4 12.95 1.03 1.35 d
TILE FINISHERS:;
Area 1 9.96 1.39 1.30 .13
z
O
*See AREA DESCRIPTIONS
Following Page
!
I DECISION No. CA80-5117 Page 14
Ul
LABORERS ~
Group 1: Cleaning and Handling of Panels Forms; Concrete Screedinq
DECISION NO, CASO-5117 Page 13 for rounh strike-off; Concrete, ti,a:.er curing; Demolition Laborer,
the cleaning of brick and 1umn er; Dry Packing of concrete, p2 ua?ing,
filling of Shee-bolt !!c!es: Fire watcher, Limber, Brush Loaders,
Pilers and Dehris Handlers; Flagman; Gas, Oil and/or water Pipeline
B'dc Laborer; Lal,orer,, general or construction; Laborer, general cleanup;
H.-ly Ed Laborer, landscaDinq; Laborer, jetting, temporary water and air lines;
Rm. HSa P.,,W., vo«,�o" a"d.'o. Mateiral !!ois^_man (walls, slabs, floors and decks); Rigging and
A" T' Signaling: Scaler; Slip Form Raisers; Slurry Scal Crews (Mixer Ope-
rator, Apolicator Operator, Squeegee Man, Shuttle Kan, Top Man); �
Striper, concrete or other paved surfaces; Tarman and Mortar Man;
Group 1 9.98 $1.05 S2.55 .95 .12 f1
Tool Crib or Tool House Laborer; Traffic Delineating Device Appli- m
Group 2 9.13 1.05 2.55 .95 .12 -�
cator; window Cleaner; Wire Mesh, palling all' concrete pouring
Group 3 9.33 1.05 2.55 .95 .12 m
Group 4 9.18 1.05 2.55 .95 .12 operations
Group 5 9.63 1.05 2.55 .95 .12 Group 2: Asphalt Shoveler; Cement Dumper (on 1 yard or larger Mixer
and handling Lulk cement) ; Cesspool Digger and Installer, Chuck- y'
SUNN ITE) � tender; Chute Man, pouring concrete, the handling of the Chute from rj
Ready Mix Trucks, such as walls, slabs, decks, floors, foundations,
Group 1 10.72 1.25 2.55 .95 footings, curb, qutters. and :Tidec:laks; Concrete Curer, Impervious
Group 2 10.22 1.25 2.55 .95 Membrane and Form Oiler; Cuttin,gTorch Coerator (demolition) ; Fine
Group 3 9.26 1.25 2.55 .95 Grader, highways and street paving, airport, runways, and similar p
type heavy construction; Gas, Oil and/or Watei Pipeline Wrapper
Pot Tender and Form Man; Guincou Chaser; Headerboard Man, asphalt?
F Laborer, packing rod steel and pans; Power Broom Sweepers (small) ; -
(� Riprap Stonepaver, placing stone or wet sacked concrete; Rota z
Grob 1 10.98 1.25 2.55 .95 Scraper and Tiller; Sandblaster (Pot Tender) ; Septic Tank Digger O
Group 2 11.01 1:25 2.55 .95 and Installer (Leadman); Tank. Scaler and Cleaner; Tree Climber, ,
Group 3 11.17 1.25 2.55 .95
Faller, Chain Saw Operator, Pittsburgh Chipper and similar type O
N
&roup 4 11.45 1.25 2.55 .95 Brush Shredders; Underground Laborer, including Caisson' Bellower `
Group 3: Asphalt Raker, Lute;nan, Ironer and Asphalt Spreader Boxes III
Call types); Suggymobile Man; Concrete Core Cutter, Grinder or
Sander; Concrete Cutting Torch; Concrete Saw Man, cutting, scouring
old or new concrete; Driller, Jackhammer, 2S ft. drill steel or c
longer; Dri Pak-it Machine; Gas, Oil and/or Water Pipeline Wrapper,
6" pipe and over, by any method, inside and out; Hydro Seeder and
"similar type; Impact Wrench; ?lutli-plate; Kettlemen, Potmen and Men °7
'applying asphakt, lay-kold, creosote, lime caustic and similar type �
materials ("applying" means applying, dipping,'brushing or handling
of such materials for pipe wrapping and waterproofing) ; Operators
of pnoumatic, gas, electric tools, Vibrating Machines, Pavement p
Breakers, Air Balsting, Come-alongs, and similar mechanical tools O
not separately classified herein; Pipelayer's Backyo Man, coating,
grouting, making of joints, sealing, caulking, diapering and in-
cludinq Rubber Gasket Joints, pointing and any and all other se vices: Z
Rovk Slinger; Rotary Scarificer or Multiple Head Concrete Chipping V. O
Scafifier; Steel Headcrboard ;tan and Guideline Scttcr; _Tampers,
Barko, Wacker and similar type; Trenching Machine, ahnd propelled
w
DECISION NO. .CA80-5117 Page 15
LABORERS (Cont'd) _
DECISION NO. CA80-5117 Page 16 ,
Grcup 4: Cribber, Shorer, Lagging, Sheeting and Trench Bracing,
Hand-guided Lagging Hammer; Head Rock Slinger; Laser Beam; Over-
size Concrete vibrator operator, 70 Ibs. and over; Pipelayer, in-
cluding water, sewage, solid, gas or air; Prefabricated Manhole
Installer; Sandblaster (Nozzleman) , water, blasting; Welding in Bey CF,inq. Brnoiir.Perm, ,.
connection with Laborers' work Mou,iy
Edeceron
- - Rore, H d A' Pen clop• Vecatien on d.or
Group 5: Blasters Powderman, all work of loading holes, placing App,. r,
and blasting of all powder and explosives of whatever type, re- POWER EQUIP'IEN'T OPERITORS:
gardless of method used for such loading and plating; Driller: All DPEDGING
power drills, excluding Jackhammer, whether Core, Diamond, wagon, (Hydraulic Suction Dredges) ;
; Trock, Multiple Unit, and any and all types of mechanical drills W
LEVEArJ1N $11.60 ,95 $2,D0 . ,50 ,04 i
WATCH ENGINEFR; Welder 11,02 ,95 2.00 ,50 ,04
DECKMATF. 10.54 ,95 2,00 50 04 i J^
(GUbNZTE) WINCHMAN (Stern Winch or.
e
Group 1 Drell: Nozzlemen and Rodmcn Dredge) 10.47 ,95 2,00 ,50 ,04 ;
BARGEMAN; Deckhand; Fireman;
Group 2: Gunmen Oiler; Leveehand 9,93 .95 2,00 ,50 ,04
C
Group 3: Reboundraan (Clamshell Dredges)
LEVER"I'+� 11,60 95 2,00 50 04 f )
WATCH ENGINEER 11.02 .95 2,00 ,50 04
(TU vNEL) rmckv•.TE Z
10.54 ,95 2,00 ,50 ,04
BARGE MATE 10.47 ,95 2,00 .50 ,04 �
Group 1: Batch Plant Laborers, Bull Gang Mucker, Trackman; BARGEMAN; Deckhand= Fireman;
co
Concrete Crew, incluriing Rodders and Spreaders; Changehouse- Oiler 9.93 ,95 2,00 ,50 ,04
man; Durnpman; Dumpman (outside); Swamper (Brakeman and Switch-
man on tunnel work); Tunnel materials handling ;man Tool Man �
POWER EQUIPMENT OPER„TORS: ...�
Group 2: Cable Tender; Chuck Tender; Nipper; Steel Form Raiser Gr
oup 1 11.60 1,10 2.00 ,85 .14 C'
and Setter's Helper,; vibratorman, Jackha=rer, pneumatic tools m
P Group 2 11.88 1,10 2,00 ,85 1
Cesce t Driller) ; Loadin and unloadingAgitator Ca.-s; Pot 4
Tendez, using mastic or other materials g Group 4 12.31 1, 0 2,00 ,85 ,14 7
P 1'2,31 1._0 2,00 ,85 ,14
Group 3: Balster, Driller, Powderman; Chemical Grout Jetman;, Group 6 12.64 1,10 .2,00 .85 14
Cherry Pickerman; Grout Gunman; Grout Mixerman; Grout Pumpman; P 12.G4 1.10 2,00 ,85 ,14
tackle gMiner; Jumbo Man; Kemper and other pneumatic concrete Group 7 12,76 1,10 2,00 85 ,14,
lacer Operator; Miner, tunnel (hand or nachine); Powderman Group 8 1 . 1.10 2,00 ,85 .14
(Primer House) ; Primer Man; Shotcrete Man; Steel Form Raiser Group 9 13.06 1,10 2,00 b5 14
and Setter; Timberman; Retimber (wood or steel); Tunnel Con-
crete Finisher; ::ozzleman; Operating Troweling and/or Grouting i
Hachine; Sandblaster
Group 4: Shaft, Raise Miner; Diamond Driller
n•
m
w •
cn
V
X_
Di't#. ::0. C;,13-5117 Page 17 DT:':1S'O:1 !:0. CA90-5117 Page 18
cis
POWER OPE! TORS (Cont'd)
CA
Group I : Brakeman; Compressor (lens than 600 C.F.M.); Engineer Group 6 Asphalt or Concrete SareaOing (tamping or finishing) ;
Oiler; Cvnerator; Heavy Duty Renairman; Holrar; Pump; Signal- AqlOalt Paving Ma7hinn (Parn,r Gr,,nq or similar vise) : Rridqe
man; 5wiLchman Crams Operator; CaNt-in-place Pipe Laying machine; Combination
Mixer and Comnronsor (Cunite work) ; Comnactor, self-propelled;
Group 2: Compressor (600 C.F.M. or larger) : Concrete Mixer, skip Concrete Mixer - paving: Concrete Pump (truck nount"d) ; Crane
type, Conveyor: Fireman: Hydrostatic rump; Oiler Crusher (asphalt Operator up to and inclur!ing 25 ton caoacity) (Long-boom pay
or concrete plant); Plant Operator; Generator, Pump or Compressor; applicable); Crushing Plant; Drill Doctor; Elevating Grader;
Rotary Drill Helper (oilfield); Skiploader, wheel type up to 3/4 Forklift (over 5 tons) : Grade Checker; Grade-all; Grouting
yard without attachments; Soils Field Technician; Tar Pot Fireman: Machine; Heading Shield; Heavy Duty Repairman; Hoist Operator ""T1
Temporary Heisting Plant; Trenching Xachine Oiler; Truck Crane Oiler (Chicago Boom and similar type): Volman Belo Loader and similar
typo; LeTourneau Blob Compactor or similar type; Lift Mobile; M
Croup 3: A-Frame or Winch Truck; Elevator Operator (inside) ; Equip- Lift Slab Machine (Vaqtborg and similar types) ; Loader (Athey-
ment Greaser (rack) ; Ford Ferguson (with draqtype attachments) ; Euclid, Sierra and similar type) : Mateiral Hoist; Mucking Ma-
Helicopter Raidoman (ground); Power Concrete Curing Machine; Power chine (1/4 yard rubber tired, rail or track type) ; Pneumatic
Concrete Saw: Power driven Jumbo Form Setter; Ross Carrier (job Concrete Placing Machine (Hackley-Presswell or,imilar type); oa
site) ; Stationary pipe wrapping and Cleaning Machine Pneumatic Heading Shield (tunnel) ; Pumperece Gun; Rotary Drill
(excluding, Caisson tyoe) ; Pubber7tired Earth Moving Equipment CD
Group 4: Asphalt Plant Fireman; Boring Machine; RoxmAn or Mixerman ioxsilyle engine, Caterpiller, Euclid, Anhey wagon, and similar
(Aspahlt or concrete) ; Chin Spreading machine; Concrete Pump (small types with any and all attachments, over 25 yards struck) ;
portatie); Bridge type Unloader and Turntable; Dinkey Locomotive of Rubber-tired Scraper (self-loading paddle wheel type, JohnIcere, <
Motorman (up to and ihicidung 10 tons) ; Equipment Greaser (Greaser 1040 and similar single unit); Skiploader (Crawler and wheel typo, 0
Truck) ; Helicopter Hoist; Highline Cablqway Sinolaman; Hydra-hammer- over li yards, up to and including 65 Yards); Surface Heaters and
acro Stomper; Power Sweeper; Roller (compacting); Screed (asphalt or Planer; Trenching Machine (over 6 ft. depth capacity) ; Tower Crane;
cn
concrete); Trenching Machine (up to 6 ft.) Tractor Compressor Drill Combination; Tractor (any type larger than
D-5-100 flywheel h.p. and over, or similar); Bulldozer, Tamper,
Group 5: Asphalt Plant Engineer; Backhoc. (uo to and including 3/4 Scraper and Push Tractor single engine) ; Tractor (boot attachments)
yard) ; Catch Plant; Bit Sharpener; Concrete Joint machine (canal Traveling Pipe Wrapping, Cleaning and Bending Machine; Tunnel
and similar type); Concrete Planer; Dock Engine; Derfickman (oil- Locomotive (over 30 tons); Shovel, Backhoe, Dragline, Clam5hell
field type) ; Drilling Machine Operator (including water wells) ; (over 3/4 yd. and up to 5 .cu. yards m.r.c.) (Long boom pay applic-
Forklift (under 5 ton capacity) ; Hydrogranhic Seeder machine (straw, able); Self-propelled Curb and Gutter Machine
pulp or send) ; Machine Tool Operator; Maginnis Internal Full Slab
Vibrator; Mechanic Berm, Curb or Gutter (aspahIL or concrete) ; Me- Group 7: Crane, over 25 ton up to and including 100 tons m,r.c.
chanical Finisher (concrete-Clary, Johnson, Bidwell , or similar) (Long boom pay applicable) ; berrick Bargo (Long boom pay applicable) ;
Pavement Breaker (truck mounted) ; Road Cil Mixing Machine; Roller able); Dual Drum Mixer; Heavy Duty Repairman, welder comlwinat.fon;
(asphalt cr finish); Ruhbor-tired Earth Noving Equipment (single Hoist, SitfE-legs, Guy Derrick or similar type, up to and including
enyine, up to and including 25 yards struck) ; Self-propelled Tar 100 tons (Long Boom pay applicable); Monorail Locomotive (diesel
Pipelining Machine; Slip Form Pump (power driven hydraulic lifting gas or electric) ; motor Patrol-bloCc Coeracor (single cn7ine) ; Mu-
device for concrete forms); Skiploadcr (Crawler and wheel typQ,. Multiple Engine Tractor (Euclid and similar type, except OuaO 9 tv
over 3/4 yard and up to and including lh yards) ; SLinger Crane Cat); Rubber-tired Earth Moving Equipment (single engine, over 50
(Austin-Western or similar type) ; Tractor, Bulldozer, Tamper Scraper yards struck) ; Rubber-tired Earth ;loving Equipment (multiple engine,
(single engine, up to 100 h.p., flywheel an9 similar types, • p to Euclid, Caterpiller. and similarl(over 25 yards and up to 5 cu, yds.
and including D-5 and similar types) ; Tugger Hoist, 1 drum; Tunnel struck) ; Shovel, Backhoe, Dragline, Clamshell (over 5 cu. yds. m.r.
Locomotive (over 10 tna up to and including 30 tons) welder- c.) (Long Boom pay applicable) ; Tower Crane Repairman; Tractor Loader
general (Crawler and wheel type, over 64 yards); Welder, certified; woods
Mixer.and similar Pugmill Equipment Z
0
4
DECISION *10. C1*180-5117 Page 19
POWER EQUIPMENT OPERATORS (Cont'd)
DECISION NO. CA80-5117 Page 20
Group 81 Auto Grafter; Automatic Slip Form; Crane-over 100 tons
(Long boom pay applicable) ; Roist, Stiff .Legs, Guy Derrick or
similar types (capable of hoi,sting 100 tons or more) (Long boom so"'
applicable) ; Ftass Excavator, less than 750 cu. yard Hou'iys; Mechanical Roy., H G d P...;oe, voeeefon wind/a
Jinishir.g 11achinel Mobile rorcp Travelers Motor Patrol, multi-on- Ay Tr.
:ine) ; Pipe Mobile Machine; Rubber-tired earth moving equipment TRUCK Di2IVER9 a`' .�
(:r.ultiple engine, Euclid, Caterpiller and similar tyre, over 50
Cu. vnrds struck); Rubber-tired Self-loadin.n Scraper (pade_le
W%eel, auger type self-loadinn, 2 or more units) ; Rubber-tired Group 1 $9.52 $1.25 .75 $1.10 .10
Scraper, pushinc one another without Push Cat. Push-pull (50C Group 2 9.60 1.25 .75 1.10 .10 ^
per hour additional to base rate) ; Tandem Equipment (2 units Group 3 9.66 1,25 .75 1.10 ,10
only); Tande: Tractor (Quad 9 or similar tyoe) ; Tunnel Mole Group 4 9.75 1.25 .75 1.10 .10
1:oring t:achir.e Group 5 9.78 1.25 .75 1.10 .10 p'
Group 6 9.80 1.25 .75 1.10 .10
,,route 9: Canal Liner; Canal Trimmer; Helicopter Pilot; Highline Groun 7 9.84 1.25 .75 1.10 .10 O
n
Cah•1c:r:; 'zemote Controlled Earth Moving Equipment (51.00 per Group 8 9.85 1.25 .75 1.10 .10
hour additional to base rate); Wheel Excavate: (over 750 cu. Group 9 9.90 1.25 .75 1.10 .10
yard) Group 10 9.93 1.25 75 1.10 .10 p
Group 11 9.98 1.25 .75 1.10 .10
Group 12 10.00 1.25 .75 1.10 .10
Group 13 10.05 1.25 .75 1.10 .10
Group 14 10.30 1.25 .75 1.10 .10 Z
Group 15 10.55 1.25 .75 1.10 .10 O
Group 16 10.65 1.25 .75 1.10 .10
Group 17 10.75 1.25 .75 1.10 .10 O
Group 18 11.05 1.25 .75 1.10 .10 N
Group i9 11,55 1.25 .75 1.10 .10
'+7
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N
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. Z
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DECISION NO. CA80-5117 Page 21 U
TRUCK DRIVERS
Group 1: warehouseman and Teamster
Group 2: Driver of vehicle or combinations of vehicles of 2 axles
(including all vehicles less than six tons) ; Traffic Control Pilot
Car, excluding moving heavy equipment permit load
Group 3: Truck mounted Power Broom
m
Group 4: Drivers of vehicles or combination of vehicles of m
3 axles .,
Group 5: Bootman; Cement Distributor; Fuel Truck; Road Oil
SDreader Truck; water Truck, 2 axle
' OC
Group 6: Dump, of less than 16 yards H
•'1
Group 7: Transit-mix, under 3 yards; Dumperete, less than 6> yards
Group 8: Truck Repairman )felper C
p
Group 9: water Truck, 3 or more axles
cn
Group 10: PB and similar type truck when performing within the 4
Teamsters' jurisdiction; Pipeline and Utility working Truck in-
cluding winch, but limited to truck applicable to Pipeline and
Untility work, where a composite crew is used; Slurry Driver; .4
Truck Greaser and Tireman (50C Der hour additional for Tireman) N
Group 11: Transit-mix, 3 yards or more; D=perete, 6� yards
and over
I �
0
Group 12: Driver of vehicle or combination of vehicles of 4 or w
more axles
Group 13: Dump, 16 yards but less than 25 yards
Group 14: A-Frame of Swedish Crane, or similar type of equipment N
driver; Fork Lift Driven Ross Carrier, highway w
Group 15: All Off-highway Equipment within Teamsters' jurisdiction
(off highway combination of vehicles or equipment with multiple
power sources, $1.00 per hDur additional); Dump, 25 yards or
more; Truck Repairman j
• Z
Group 16: Truck Repairman welder
ci
Group 17: Low Bed Briver, 9 axle or over
m
Group 18: Water Pull, single engine with attachments
Group 19: Water Pull, twin engine with.attachmcnts
t
-----------------
~ MODIFICATION P. 1
'I1nCTSI1IN-hO�'Ch80y�ir1!i74?wY�;tdd`3iY;`���_�+,�`,_�
145-FR` 5 0 - May 13,--
1980) F,inge Beao!{H Poy-f,
Imperial, Kern, Los Busk
Hoodr Ed�ceuon
Angeles, Orange, Riverside, I
Rotes H 3'8 Pensions Vocalioo ond,'o,
San Bernardino, San Luis a T,. CDObispo, Santa Barbara and v�
A
Ventura Counties, m
California
70
C_h a rye
ELi:CTRI CIJUS:
Area 8a
Electricians $17.00 1.10 3t+1.50 .03 n
Cable Splicers 18.50 1.10 3E+1.50 .03 `
LINE CONSTRUCTION: C
Area 71 O
Lineman, Line Equipment p,
Operators 16.18 1.00 31+1.35 .03 cn
Cable Splicers 16.99 1.00 3F+1.35 .03 Z
Groundman 12.14 1.00 3t+1.35 .03 O
Area 9:
NN
Lineman 17.00 1.10 '141.50 .03 Cn
Cable Splicers 18.50 1.10 3t+1.50 .03
Ground.nan _ 12.75 1.10 3%+1.:0 .03 'T!
ti
YLUML'ERS; STEAMFITTERS: p
Area 2: 13.38 1.05 2.25 1.45 .17 m
G
O
CD
IV
• V
z
O
r.
A
CD
m
MODIFICATIONS P. 1 MODIFICATIONS P. 2 -
DECISION NO. CA80-5114 - Mod. !1
(45 FR o - Aprl DECISION NO. CA80-5117 -.Mod. O 1'
19E0) F,kq.8...fit,P.rm.nf. 45 FR 35110 - May 21,Alameda,CoA-msta,
De CNorte, , Hoa,fr Ed�c.ri.n 1980) Frt.q.a...Iff.Par».nf,
B.Je
contra Costa, Del Norte, R.r.a H 3 Yf P�n.Ln. V.c.ff.n end/.r Imperial, Kern, Los Ho�rl
E1 Dorado, `fua.boldt, Marin, Appr. Tr. Riverside, r Edvcon..
Mariposa, Merced, Monterey, San Bernardino,
Orange, R.r.. H&R P..,,... y...f Io. and/.r
Napa, Nevada, Placer, San Bernardino, San Luis Appr.Ta
Obispo, Santa Barbara and "r7
S�crar..ento, San Benito,
Ventura Counties,
San Francisco, San Joaquin, California
San Mateo, Santa Clara,
Santa Cruz, Solano, Sonoma, �.
Changti:
Sutter, Tuolu.:.ne, Yolo and
AREi� DEFiNZTIO'1S �
Yuba Counties, California PAINTERS (AREA 2)
Chance: Inyo, Los Angeles
ELi:CTRICIii7$: (except Pomona Areal, j
Mono, San Bernardo
Santa Clara County '+
(west of a line north
Electricians $16.80 1.32 3%+2.50 .07 Trono including China r•
Cable Splicers 18.90 1.32 3i+2.50 .07 Lake Area, Johannes-
O
burg, Boron, south
including the Wright- CA
to
wood Area) , Kern (east
of the Los'Angeles z
Aqueduct) O
PAINTERS (AREA 3) c
Kern Co. (except the
portion lying east of
the Los Angeles Aqua- .�
duct) 'r
G
PAINTERS:
(AREA 3)
Brush $10.63 .80 1.00 1.00 .03
' Brush or roller (swing
stage) ; Paperhangers; N r
Taping joint sheet O i
rock 10.88 .80 1.00 1.00 .03
Spray; S'andblastors 11.13 .80 1.00 1.00 .03 p
Steeplejack 12.13 .80 1.00 1.00 .03 O
. 2
O
w
1
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rfA-+
co
( / x CA ,
k
1
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1
c:
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I _
DECISION NO. CA80-5117 - Mod d
j (45 rR 35110 - May 23,
1980). I
Imperial, Kern, ,Los T�geles <
Orange, Riverside, San
Bernardino, San Luis Obispo
Santa Barbara and Ventura <
Counties, California
Change:
SOFT FLOOR LAYERS:
Area 3 $12.80 .85 .85 1.18 .07
I �
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}