CC Resolution 8714
RESOLUTION NO. 8714
A RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF CAMPBELL ADOPTING THE CITY OF CAMPBELL STANDARD
SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION
WHEREAS, the eXIstmg document entitled General Conditions. Standard Construction
Provisions and Standard Construction Details for Public Works Construction has become outdated;
and
WHEREAS, staff has prepared a new document entitled City of Campbell Standard
Specifications and Details for Public Works Construction to be used for all construction within the
public property; and
WHEREAS, the City of San Jose has prepared updated standard specifications and details,
which are comprehensive, accurate and applicable to work in the City of Campbell; and
WHEREAS, the new document uses the more appropriate City of San Jose Standard
Specifications and Standard Details as a source document rather than the State Standard
Specifications and Standard Plans; and
WHEREAS, revisions and updates to the City of Campbell Standard Specifications and
Details for Public Works Construction will periodically be necessary;
NOW, THEREFORE, BE IT RESOL VED by the City Council of the City of Campbell that
the City of Campbell Standard Specifications for Public Works Construction is hereby adopted for
all work within the public right of way, and the City Engineer is hereby authorized to update and
revise this document as necessary.
PASSED AND ADOPTED this 6th day of September, 1994, by the following roll call vote:
AYES:
Councilmembers:
Conant, Ashworth, Burr, Dougherty, Watson
NOES:
Councilmembers:
None
ABSENT:
Councilmembers:
None
A~T:.
~d?-
Anne Bybee, City Clerk
CITY OF CAMPBELL
STANDARD
SPECIFICATIONS AND DETAILS
FOR
PUBLIC WORKS CONSTRUCTION
JULY 1994
CITY OF CAMPBELL - DEPARTMENT OF PUBLIC WORKS
DRAFT
TABLE OF CONTENTS
FORWARD ......................................................
GENERAL PROVISIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
SECTION 1 DEFINITIONS AND TERMS ............................ 1
1-1.01 A General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
1-1.02 Abbreviations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
1-1.03 Acceptance ........................................ 2
1-1.09 Contract .......................................... 2
1-1 . 1 0 Contractor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
1-1 .15 Director of Public Works . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
1-1.17 Encroachment Permit ................................. 3
1-1 . 1 8 Engineer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
1-1.29 Plans ............................................ 3
1-1.37 Special Provisions ................................... 3
1-1.38 Specifications....................................... 3
SECTION 2 PROPOSAL REQUIREMENTS AND CONDITIONS. . . . . . . . . . . . 3
2-1.01 Contents of Proposal FomE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
2-1.056 City Employees and Design Engineers May Not Bid
on Construction Contract. .............................. 3
2-1.11 Ineligibility to Contract . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
2 -1 . 12 General Guaranty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
SECTION 3 AWARD AND EXECUTION OF CONTRACT. . . . . . . . . . . . . . . .4
3-1.02 Contract Bonds ..................................... 5
3-1.02B Contractor's Payment Bond ........... . . . . . . . . . . . . . . . . . . 5
3-1.09 Protesting of Award of Bid ............................. 5
SECTION 5 GENERAL ......................................... 5
5-1.07 Lines and Grades .............. . . . . . . . . . . . . . . . . . . . . . . 5
5-1.13 Final Inspection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
SECTION 6 CONTROL OF MATERIALS ............................ 6
6- 3.01 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
6-3.0IA Failed Tests. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
6- 3.01 B Permit Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
39-5.01
39-6.01
DRAFT
Spreading Equipment ................................ 20
General Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
SECTION 56 SIGNS .......................................... 21
56-2.01 Description ....................................... 21
SECTION 73 CONCRETE CURBS AND SIDEWALKS. . . . . . . . . . . . . . . . . . 21
73 -1. 05 F Backfilling. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
SECTION 84 TRAFFIC STRIPES AND PAVEMENT MARKINGS . . . . . . . . . . 21
84-1.02 Control of Alignment and Layout. . . . . . . . . . . . . . . . . . . . . . . . 21
84-2.01 Description ....................................... 22
84-3.02 Materials. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
84-3.05 Application .,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
84-3.05A Temporary Striping. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
84-3.05B Removal of Existing Traffic Stripes and
Pavement Markings ................................. 22
SECTION 86 SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ... . . . . . 23
86-1.05
86-2.04
86-2.04A
86-2.04B
86-2.05
86-2.05B
86-2.05C
86-2.06B
86-2.09C
86-2.09E
86-2.09F
86-2.09G
86-2.09G3
86-2.10
86-2.11
86-2.16
86-4.05B
86-4.06
86-5.01
86-5.02
86-6.00
Maintaining Existing and Temporary Electrical Systems. . . . . . . . . 23
Standards, Steel Pedestal and Posts . . . . . . . . . . . . . . . . . . . . . . . 24
Octafluted Lighting Standards .......................... 24
Signal Standards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
Conduit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
Use ............................................ 24
Installation ....................................... 24
Cover Markings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
Connectors and Terminals .... . . . . . . . . . . . . . . . . . . . . . . . . . 25
Splice Insulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
Fused Splice Connector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
Traffic Signal Communications Cable ..................... 26
Traffic Signal Communications Cable Testing. . . . . . . . . . . . . . . . 26
Bonding and Grounding .............................. 26
Service . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
Painting ......................................... 27
Front Screen ...................................... 27
Signal Mounting Assemblies ........................... 27
Vehide Detectors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
Pedestrian Push Buttons .............................. 28
Luminaire Class and Types ............................ 28
SECTION 1301 TRENCH EXCAVATION, BEDDING AND BACKFILL. . . . . . 28
1301-1.4 Survey Monuments and Points ..........................28
1301-1.6 Backfill and Surface Restoration Methods .................. 29
DRAFT
CITY OF CAMPBELL
GENERAL PROVISIONS
SECTION I
DEFINITIONS AND TERMS
1-1.0IA General - All work within City of Campbell public property shall be performed
in accordance with this document, entitled "City of Campbell Standard Specifications and Details
for Public Works Construction" (CCSS), also referred to as the Standard Specifications.
Unless amended herein, the City of San Jose Standard Specifications July 1992 (SJSS) and
Standard Details July 1992 (SJSD) are hereby incorporated and are made a part hereof. All
references in the CCSS, SJSS, and SJSD to the SS and SP shall be to the July 1992 editions of
the SS and SP.
Within the SJSS and SJSD, the words "City of San Jose" shall be replaced by the words "City
of Campbell", the abbreviations "CSJ" shall be replaced by "Campbell" and all references to the
City of San Jose shall be to the City of Campbell, a general law City incorporated in the State
of California. All references to locations of City of San Jose offices shall be the location of the
equivalent City of Campbell office. All references to provisions of the San Jose Municipal Code
shall be references to the related provisions of the City of Campbell Municipal Code, if
applicable. Unless otherwise specifically stated or amended herein, all provisions of the City of
. San Jose Standard Specifications shall apply.
Attention is directed to the following private utility companies and special districts operating
within the City of Campbell.
Pacific Bell - Telephone
Pacific Gas & Electric - Gas & Electric
San Jose Water Company - Water
Santa Clara Valley Water District
T.C.I. - Cable Television
West Valley Sanitation District - Sanitary
References to construction standards for these facilities as required in the SJSS, shall not apply
to City of Campbell contracts. Construction specifications for the actual construction of these
facilities shall be as required by the individual utility company or special district. However, all
General Provisions
I
DRAFT
Works, also referred to as the "Director", also ex-officio "Superintendent of City Streets", acting
either directly or through properly authorized agents, such agents acting within the scope of the
particular duties properly delegated to them; also referred to herein as "Engineer".
1-1.17 Encroachment Permit - Any permit issued by the Public Works Department on
behalf of the City authorizing work in the public right-of-way. Special provisions for
encroachment permit work are included with the permit and take precedence over all other
specifications or details and may only be superseded by the Engineer.
1-1.18 Eneineer - The Public Works Director -of the City of Campbell, acting either
directly or through properly authorized agents, such agents acting within the scope of the
particular duties properly delegated to them.
1-1.29 Plans - The project or permit plans, the City of San Jose Standard Details (July
1992) as amended and supplemented by the City of Campbell Standard Specifications and Details
for Public Works Construction (July 1994), profiles, typical cross-sections, working drawings and
supplemental drawings, or reproductions thereof, approved by the Engineer, which show the
location. character, dimensions and details of the work to be performed. All such documents are
to be considered as a part of the plans whether or not reproduced in the special provisions.
1-1.37 Special Provisions - Specific clauses setting forth conditions or requirements
peculiar to the work and supplementary to the Standard Specifications. The State of California
Department of Transportation (CaITrans) publications entitled "Labor Surcharge And Equipment
Rental Rates" and "General Prevailing Wage Rates" are to be considered as a part of the special
provisions except for work being done under a Public Works encroachment permit.
1-1.38 Specifications - The directions, provisions and requirements contained in the
Standard Specifications and supplemented or revised by the special provisions.
SECTION 2
PROPOSAL REOUIREMENTS AND CONDITIONS
2-1.01 Contents of Proposal Forms. The last sentence of Section 2-1.01 "Contents of
Proposal Forms, of the SJSS is hereby deleted.
2-1.056 Citv Emplovees and Desism Ene:ineen Mav Not Bid on Construction Contract.
Section 2-1.056, "State Employees and Design Engineers May Not Bid on Construction
Contract" of the SS is hereby incorporated.
General Provisions - City of Campbell
3
DRAFT
3-1.02 Contract Bonds - In lieu of Section 3-1.02 "Contract Bonds" of the SJSS, the
following shall apply.
The successful bidder shall furnish a Bond for Faithful Performance and a Bond for Labor and
Materials at the time of execution of the contract. In the case of Public Works permit work, a
Bond for Faithful Performance in the amount of 100% of the Engineer's Estimate of the work
to be performed shall be required. A Bond for Faithful Performance of the Maintenance Period
shall also be required as indicated in Section 2-1.12 "General Guaranty" of these standard
specifications. Each bond shall conform to the form included in the Contract Forms section of
the special provisions. All alterations, extensions of time, extra and additional work, and other
changes authorized by the specifications, special provisions, or any part of the contract may be
made without securing the consent of the surety or sureties of the contract bonds. All surety
companies must be authorized to transact business within the State of California.
3-1.02B Contractor's Payment Bond - All references to the "Contractor's Payment Bond"
shall be revised to read "Bond for Labor and Materials."
3-1.09 Protestine Of Award Of Bid - Unsuccessful bidders who feel aggrieved by the
awarding of the project to another bidder may protest the award of such bid by notifying the City
Clerk. in \\Titing, of their grounds for believing the award was improper within ten (10) days
from the date the contract was awarded. Failure to provide such notice within the ten (10) day
period will constitute waiver of any and all rights, claims, damages or causes of action against
the City arising out of the award of the contract.
SECTION 5
GENERAL
5-1.07 Lines and Grades - In lieu of Section 5-1.07 "Lines and Grades" of the SJSS, the
following shall apply.
The Contractor shall be responsible for providing all stakes and marks as necessary to establish
the lines and grades required for completion of the work specified in the specifications, on the
plans. and in the special provisions. All stakes and marks shall be set and cut sheets provided
by an individual licensed in the State of California to provide such stakes, marks and cut sheets.
The cut sheets shall be subject to review and approval by the Engineer and shall be provided to
the Engineer at least two working days prior to planned start of work. All plans shall reference
the City' s bench mark circuit.
General Provisions - City of Campbell
5
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SECTION 7
LEGAL RELATIONS AND RESPONSIBILITY
7-1.01A(4) Labor Nondiscrimination - In lieu of Section 7-1.01A(4), "Labor
Nondiscrimination of the SJSS, Section 7-1.01A(4), "Labor Nondiscrimination" of the SS is
hereby incorporated.
7-1.01C(1) City Business License - All Contractors and Subcontractors doing work in the City
of Campbell shall have a valid City of Campbell Business License in addition to the appropriate
State Contractor' s License.
7-1.06 Safetv and Health Provisions - The following paragraph is hereby added to
Section 7-1.06 "Safety and Health Provisions," of the SJSS:
The Contractor shall provide for sanitary facilities for the use of~1.e workers on the job. Such
facilities shall be placed and maintained by the Contractor so as not to be aesthetically
displeasing, annoying to the neighbors, nor offensive to the senses nor the community standards
of decency. The Engineer shall be the sole judge of the adequacy of the facilities, the placement.
and the maintenance thereof. Upon notification by the Engineer of deficiencies in any of these
areas. the Contractor shall make immediate corrections. Failure to take corrective action within
24 hours shall give the Engineer due cause to stop the work in the Contract and to order the
corrective work to be done on the toilet facility and to charge all costs of such work against the
monies due or to becom~ due to the Contractor. Compensation for the provision and maintenance
of such facilities shall be considered a portion of the various items of work and no separate or
additional payment shall be made therefor.
7-1.08 Public Convenience - The following paragraph is hereby added to Section 7-1.08
"Public Convenience," of the SJSS.
If the closure of a street or blocking of the traffic in that street is anticipated or desired, the
Contractor must have the Engineer's written approval prior to such closing or blocking. If such
access will not be possible, or if a street is blocked or closed at any time, the Contractor shall
also notify City Communications at 866-210 I of such situation. The Contractor shall also notify
City Communications when such access restriction is eliminated.
General Provisions - City of Campbell
7
DRAFT
aggregate limit is used, either the general aggregate limit shall apply separately to this
project/location or the general aggregate limit shall be twice the required occurrence limit.
2. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage.
3. Employer's Liability: $1,000,000 per accident for bodily injury or disease.
Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. At the
option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured
retentions as respects the City, its officers, officials, employees and volunteers; or the Contractor
shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and
related investigations, claim administration and defense expenses.
Other Insurance Provisions
The general liability and automobile liability policies are to contain, or be endorsed to contain,
the following provisions:
1. The City. its officers, employees and volunteers are to be covered as insureds with
respect to liability arising out of automobiles owned, leased, hired or borrowed by or on
behalf of the Contractor; and with respect to the liability arising out of work or operations
performed by or on behalf of the Contractor including materials, parts or equipment
furnished in connection with such work or operations. General liability coverage can be
provided in the form of an endorsement to the Contractor' s insurance, or as a separate
o\\ner's policy.
! For any claims related to this project, the Contractor's insurance coverage shall be
primary insurance as respf::S the City, its officers, officials, employees, and volunteers.
Any insurance or self-insurance maintained by the City, its officers, officials, employees
or volunteers shall be excess of the Contractor's insurance and shall not contribute with
it.
3. Each insurance policy required by this clause shall be endorsed to state that coverage shall
not be cancelled by either party, except after thirty (30) days' prior written notice by
certified mail, return receipt requested, has been given to the City.
Acceptabilitv of Insurers
General Provisions - City of Campbell
9
DRAFT
7-1.17 Acceptance of Contract - In lieu of Section 7-1.17, "Acceptance of Contract" of
the SJSS, the following shall apply.
When the Engineer has made the final inspection as provided in Section 5-1.13, "Final
Inspection," and determines that the contract work has been completed in all respects, and in its
entirety, in accordance with the plans and specifications, the Engineer will recommend that the
City formally accept the contract. Immediately upon and after such acceptance by the City, the
Contractor will be relieved of maintaining and protecting the work as a whole, except for any
specifically designated maintenance items and all warranty work.
SECTION 8
PROSECUTION AND PROGRESS
This section is not applicable to Public works permit work.
8-1.03 Beeinnine of Work - The first paragraph of Section 8-1.03 "Beginning of Work"
of the SJSS is hereby amended to read as follows:
Unless otherwise approved by the Engineer, the Contractor shall begin work within 10 calendar
days from the date of the Notice to Proceed, and shall diligently prosecute the same to completion
within the time limit provided in the special provisions. The first working day charged will be
the first day that the Contractor actually begins work, or the II th calendar day after the issuance
of the Notice to Proceed, whichever occurs first. Should the 11th day after the issuance of the
. Notice to Proceed fall on a Saturday, Sunday, or legal holiday, the following working day shall
be the first working day charged.
8-1.04 Proeress Schedule - In lieu of Section 8-1.04 "Progress Schedule" of the SJSS
the following shall apply.
The Contractor shall submit a project progress schedule for approval by the Engineer within eight
(8) days, not including Saturdays, Sundays and legal holidays from the date of the Notice of
A ward of the Contract. Failure to submit an acceptable progress schedule shall result in rejection
of the Contractor's proposal. The progress schedule shall be in the form specified below unless
otherwise specified in the special provisions or approved by the Engineer. Updated progress
schedules shall be provided to the Engineer monthly with the estimates of work required in
Section 9-1.06 "Partial Payments". No partial payments will be made for any work until an
updated schedule has been submitted and approved by the Engineer. Updated schedules shall
incorporate all current schedule information, including actual progress, approved time
adjustments, and proposed changes in sequence and logic.
General Provisions - City of Campbell
11
DRAFT
care and protection of work already performed, or unless the Engineer has determined that the
work is of an emergency nature. When the Engineer has made such a determination, all costs
incurred by the City to provide inspection of the work during these times shall be borne by the
Contractor and shall be withheld from monies due or to become due to the Contractor, or in the
case of permit work, all costs incurred by the City to provide inspection of the work during these
times shall be borne by the permittee.
SECTION 9
MEASUREMENT AND PAYMENT
This section is not applicable to Public Works permit work.
9-1.06 Partial Payments - The first paragraph of Section 9-1.06 "Partial Payments" of
the SJSS shall be deleted and shall be replaced with the following paragraphs.
The Contractor. once each month, on the anniversary date of the Notice to Proceed, shall submit
to the Engineer for approval an estimate in writing of the value of the work completed to the
time of the estimate. The estimate shall include an itemization by bid items. The value of the
work shall be based upon the principals set forth in the measurement and payment portions of
the bid items as set forth in the special provisions and the Standard Specifications.
In the event the City of Campbell fails to make any progress payment within 30 days after receipt
of an undisputed and properly submitted payment request from the Contractor, the City shall pay
interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Section
685.010 of the Code of Civil Procedure.
Upon receipt of a payment request, the City of Campbell shall act in accordance with both of the
following:
1 . Each payment request shall be reviewed by the City of Campbell as soon as practicable
after receipt for the purpose of determining that the payment request is a proper payment
request; and
2. Any payment request determined not to be a proper payment request suitable for payment
shall be returned to the Contractor as soon as practicable, but not later than seven days,
after receipt. A request returned pursuant to this paragraph shall be accompanied by a
document setting forth in writing the reasons why the payment request is not proper.
The number of days available to the City of Campbell to make a payment without incurring
interest shall be reduced by the number of days by which the City exceeds the above seven-day
return requirement.
General Provisions - City of Campbell
13
DRAFT
may request, in wntmg, within thirty (30) days of receipt of the claim, any additional
documentation supporting any claim or relating to any defense to the claim the City may have
against Contractor.
City shall respond to Contractor's claim in writing within thirty (30) days after receipt of the
requested additional information, or within a period of time no greater than that taken by
Contractor in producing the requested additional information, whichever is greater.
In the event that Contractor disputes the City's written response to Contractor's claim, or fails
to respond to the Contractor's claim within the time prescribed in this section, Contractor shall,
within fifteen (15) days thereof demand, in writing, a conference with City to meet and confer
for settlement of the issues in dispute. City shall then schedule such conference within thirty (30)
days of receipt of said demand document.
In the event that the meet and confer conference fails to resolve the claim or any portion thereof,
Contractor may file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter
2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code.
This provision does not apply to tort claims and nothing in this provision is intended nor shall
be construed to change the time periods for filing tort claims or actions specified by Chapter 1
(commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of
Division 3.6 of Title 1 of the Government Code.
The following procedures shall apply to all civil actions filed to resolve claims pursuant to this
section.
(a) Within sixty (60) days, but not earlier than thirty (30) days of the filing of any
claim, the matter shall be submitted to nonbinding mediation. City and Contractor
shall then have fifteen (15) days to agree upon the selection of a disinterested third
party as mediator. Mediation shall begin within thirty (30) days of selection of
mediator, and shall be concluded within fifteen (15) days thereafter unless a time
requirement is extended upon a good cause showing to the court or by stipulation
of both parties. If the parties fail to select a mediator within the fifteen (15) day
period, any party may petition the court to appoint the mediator.
(b) If the nonbinding mediation fails to resolve the claim, the parties shall submit the
matter to judicial arbitration pursuant to Chapter 2.5 (commencing with Section
1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding
Section 1141.11 of that code.
(c) The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of
Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to the
proceeding, consistent with the rules pertaining to judicial arbitration.
General Provisions - City of Campbell
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TECHNICAL PROVISIONS
SECTION 12
CONSTRUCTION AREA TRAFFIC CONTROL DEVICES
The Contractor shall submit a traffic control plan for review and approval by the Engineer
prior to beginning any work on the project. The traffic control plan shall coincide with the
project schedule and shall be consistent with the plans, standard specifications, and special
provisions for the work involved. Traffic control shall conform to the State of California
Manual of Traffic Controls for Construction and Maintenance Work Zones, unless otherwise
amended herein, or in the special provisions.
12-1.02 Traffic Control Public Convenience - Paragraphs 11 and 12 of Section 12-1.02
"Traffic Control Public Convenience" of the SJSS are hereby amended to read as follows:
The Contractor shall notify City of Campbell Communications at (408)866-2101 24 hours in
advance of any detours and street closures. All detours and street closures must be approved in
advance by the Engineer.
On streets with one traffic lane in each direction, the Contractor shall maintain one 10' traffic
lane in each direction unless otherwise approved by the Engineer. All proposed reductions in
lane widths and number of lanes must be presented by the Contractor in the traffic control plan
for approval by the Engineer prior to work commencing.
12-1.03 Traffic Control Public Safety - The third, fourth, and fifth paragraphs of Section
12-1.03 "Traffic Control Public Safety" are hereby deleted and replaced with the following.
Traffic signals shall not be shut down, put into a flashing mode, or new signals activated, unless
approved by the Engineer. The Contractor shall request permission from the Engineer for traffic
signal shut downs a minimum of five (5) working days in advance and for turn ons a minimum
of ten (10) working days in advance of the proposed turn on.
Any work that is planned to be done within a signalized intersection, including but not limited
to traffic signal shut downs and turn ons, shall require the presence of Campbell police officers,
unless otherwise authorized in writing by the Engineer. The cost of providing the required
officers shall be borne by the Contractor. The Contractor shall provide a written request for
police officer assistance to the Engineer a minimum of five (5) working days in advance of any
Technical Provisions - City of Campbell
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SECTION 21
SUBGRADE PREPARATION
21.05 ComDaction - The third paragraph of Section 21-1.05 "Compaction" of the SJSS is
amended to read.
Compaction testing on City projects shall be arranged for by the City. The Contractor shall
notify the Engineer 48 hours in advance of requesting compaction tests. The City will pay for
all passing tests. All costs for failing tests or tests that had to be rescheduled because the
Contractor was not ready shall be deducted from monies due to the Contractor.
Compaction tests for all City issued permit related work shall be arranged for and paid for by the
perminee. Passing compaction test results certified by a licensed laboratory will be required for
all permit work, unless otherwise approved by the Engineer. Results shall be delivered to the
Engineer prior to placement of any subsequent layers.
SECTION 26
AGGREGATE BASES
26-1.01 DescriDtion - The last sentence of Section 26-1.01 "Description" of the SJSS is
hereby amended as follows.
Unless otherwise specified, aggregate base shall be Class 2, 1-112" maximum gradation.
26-1.05 ComDactine: - The following is hereby added to Section 26-1.05 "Compacting"
of the SJSS.
Unless otherwise specified. the relative compaction for all aggregate base shall be 95%.
SECTION 39
ASPHALT CONCRETE
39-1.01
the SJSS.
DescriDtion - The following is hereby added to Section 39-1.01 "Description" of
Technical Provisions - City of Campbell
19
DRAFT
SECTION 56
SIGNS
56-2.01 Description - The first paragraph of Section 56-2.01 "Description" of the SJSS is
hereby deleted and replaced with the following.
Unless otherwise shown on the plans or specified in the special provisions, all sign panels,
fastening hardware, and poles shall be furnished and installed by the Contractor. All sign poles
shall be 2" inside diameter galvanized unpainted pole unless otherwise specified on the plans or
in the special provisions.
Signs shall be mounted to have the following vertical clearances unless otherwise specified on
the plans or in the special provisions:
Reflectors - l'
"ONE-WAY" signs in islands - 1 1/2'
"DO NOT ENTER" signs - 2'
Other signs in islands - 4'
Street name signs
Mounted independently - 7'
Mounted above stop sign - 10'
All other roadside or streetside signs - 7'
SECTION 73
CONCRETE CURBS AND SIDEWALKS
73-1.05F Backfilline: - The following sentence is hereby added to Section 73.1 05F
"Backfilling" of the SJSS.
Suitable material shall be as indicated in the special provisions, or as approved by the Engineer.
SECTION 84
TRAFFIC STRIPES AND PAVEMENT MARKINGS
84-1.02 Control of Alignment and Lavout - The following is hereby added to Section
84-1.02 "Control of Alignment and Layout" of the S5.
Technical Provisions - City of Campbell
21
DRAFT
markings shall be removed on the same day that the new stripes are placed. After painting the
new striping and markings, the previous striping and markings shall be removed by sandblasting
Sandblasting equipment shall be equipped with a vacuum to remove all sandblasted material and
a shield to minimize the emission of particles and dust. All sandblasted areas shall be slurry
sealed to limits specified below:
lane lines - 2' on either side of lane line
pavement markings - 2' beyond top, bottom, and sides of marking
All holes left from marker removals shall also be filled by the Contractor.
SECTION 86
SIGNALS. LIGHTING AND ELECTRICAL SYSTEMS
86-1.05 Maintainine Existine and TemDorarv Electrical Systems - Section 86-1.05
"Maintaining Existing and Temporary Electrical Systems" of the SJSS is hereby amended as
follows.
All references to 24 hour advance notification shall be changed to read 48 hour advance notice,
unless otherwise amended below.
The Contractor shall request, in writing, approval from the Engineer of the time and date for
- traffic signal activations or shutdowns a minimum of ten (10) working days prior to requested
date of activation. Attention is also directed to Section 12 "Construction Area Traffic Control
Devices" of these standard specifications for additional requirements.
Any damage causing signal shutdown shall be the Contractor's responsibility. The Contractor,
at their sole expense, shall restore the signal operation within 30 minutes. During the shutdown,
the Contractor shall pay for all traffic control costs, including control devices and the time of all
City staff, including but not limited to maintenance crews and Campbell pollee officers as
determined necessary by the Engineer. If the Contractor fails to restore the signal operation
within 30 minutes, the City will restore the signal operation at the Contractor's expense. The
City shall charge the Contractor for the cost of performing the work by deducting this cost from
payments due or to become due to the Contractor as these costs are incurred by the City.
The Contractor, at their sole expense, shall permanently repair the signal to the current City
standards and to the Engineer's satisfaction within 24 hours. If the Contractor fails to repair the
signal facility within 24 hours, the City will repair the signal facility at the Contractor's expense.
Technical Provisions - City of Campbell
23
DRAFT
Unless otherwise approved by the Engineer, conduit crossing the roadway shall be installed under
existing pavement stripes. Contractor shall restripe the removed pavement markings using the
same materials as the removed unless otherwise directed by the Engineer.
Conduit installation shall be in accordance with the City of Campbell Details for Signal, Lighting
and Electrical Conduit Installation, unless otherwise specified on the plans or in the special
provisions. All conduits entering foundations for standards and cabinets shall be GRS unless
otherwise specified on the plans or in the special provisions.
86-2.06B
Cover Markine:s - In all instances, replace "CSJ" with "CAMPBELL".
86-2.09C Connectors and Terminals - Section 86-2.09C "Connectors and Terminals" of
the SJSS is hereby deleted and replaced with the following:
Connectors and terminals shall conform to Section 86-2.09C of the SS and to the following:
All conductors no. lOA WG or smaller which are to be installed on a field wiring terminal block
in the cabinet and all solid conductors which are to be installed on any terminal block in the
cabinet shall be fitted with a medium length, spring spade type connector (Hollingsworth
#5520891B or SS20830B or approved equal). The connector shall be crimped and then soldered
to the conductor. Open flame soldering will not be permitted.
86-2.09E Splice Insulation - Section 86-2.09E "Splice Insulation" of the SJSS is hereby
deleted and replaced with the following:
Splice insulation shall conform to Section 86-2.09E of the SS and to the following:
Heat shrinkable insulating tubing shall be applied after completion of the splicing procedure.
Insulation over the splice connection shall consist of a heat shrinkable, mastic lined, heavy wall
polyolefin cable sleeve, or cover, to which heat shall be applied at a temperature greater than 120
degrees C. with an electric hot air gun until the sleeve or cover shrinks and covers the connector
and the mastic material has flowed completely around and between the conductor(s) to form a
waterproof insulation. The conductor insulation shall not be damaged due to application of the
heat shrinkable insulation sleeve. The proper diameter of the insulation sleeve shall be used as
recommended by the manufacturer for the splice to be insulated. Heat shrinkable tubing shall
be T & B brand, "Shrink-Kon" series or approved equal.
86-2.09F Fused Splice Connector - The first sentence of the fifth paragraph of Section 86-
2.09F "Fused Splice Connector" of the SJSS is hereby deleted and replaced with the following.
A fused disconnect splice connector shall be located in the pull box adjacent to the lighting
standard when fed from underground wiring systems. Existing lighting standards which are
Technical Provisions - City of Campbell
25
DRAFT
Unless otherwise indicated on the plans or in the special provisions, service equipment shall be
Type III-AF and shall conform to Section 86-2.11 "Service" of the SS and to Plan No. ES-2E
of the State Standard Plans and to the following.
The service equipment enclosure shall be fabricated from stainless steel. The pedestal shall be
for 120/240 volt, 3 wire, single phase, metered and unmetered (split bus) service and the
following circuit breakers and items shall be provided in the service pedestal:
1) MAIN breaker: 1 each 100 amp, 3 pole, 120/240 volt, split bus
2) SIGNAL breaker: 1 each 60 amp, 1 pole, 120 volt, metered
3) LIGHTING breaker: 1 each 40 amp, 2 pole, 240 volt, unmetered
4) LTG. CONTROL breaker: 1 each 15 amp, 1 pole, 120 volt, unmetered
5 AUX. breaker: I each 15 amp, 1 pole, 120 volt, metered
6) AUTO/TEST lighting test switch
7) Lighting contactor: 1 each, 2 pole, 240 volt, 120 volt coil, 60 amp rating per pole,
mercury displacement type
8) PEC (photo electric control) field wire connection terminal block
86-2.16 Paintin2: - Unless otherwise indicated on the plans or in the special provisions, all
signal and lighting standards shall be galvanized and shall not be painted.
86-~.05B Front Screen - The following is hereby added to Section 86-4.05B "Front Screen"
of the SJSS.
The pedestrian signal door shall not be plastic.
86-4.06 Si2:nal Mountine: Assemblies - The first paragraph of Section 86-4.06 "Signal
Mounting Assemblies" of the SJSS is hereby deleted and replaced with the following.
Signal Mounting Assemblies shall conform to section 86-4.06 "Signal Mounting Assemblies" of
the SS and to the following.
Terminal compartments, post top adapters and pole plates shall be cast bronze. "Clam shell"
mounts shall not be used.
Technical Provisions - City of Campbell
27
DRAFT
1301-1.6 Backfill and Surface Restoration Methods - The last sentence and Table 1301-1
of Section 13-1-1.6 "Backfill and Surface Restoration Methods" of the SJSS are hereby deleted
and replace with the following.
Backfill and surface restoration shall be per the City of Campbell Details unless otherwise
specified in the special provisions.
1301-4.1.1 Type of Beddine: - Table 1301-2 of Section 1301-4.1.1 "Type of Bedding" of the
SJSS is hereby amended to require Type A bedding for all sizes of concrete pipe.
1301-4.2 Backfill and Surface Restoration - The first paragraph of Section 1301-4.2
"Backfill and Surface Restoration" of the SJSS is hereby revised as follows.
Surface restoration shall be in accordance with the City of Campbell Details, unless otherwise
specified in the special provisions.
1301-4.2.1 Method A Backfill and Surface Restoration - The following is hereby added to
the first paragraph of Section 1301-4.2.1 "Method A Backfill and Surface Restoration" of the
SJSS. and the last two paragraphs of this section are hereby deleted.
... and (4) All emergency utility repairs. Restoration shall be in accordance with the City of
Campbell Details for Method A Backfill and Surface Restoration, unless otherwise specified in
the plans or special provisions.
1301-4.2.2 Method B Backfill and Surface Restoration - Section 1301-4.2.2 "Method B
Backfill and Surface Restoration" of the SJSS is hereby deleted and replaced with the following.
Method B backfill and surface restoration shall be used on all sewer and utility line trenches
which are excavated in the general longitudinal direction of traffic and in areas outside of the
traveled way. Restoration shall be in accordance with the City of Campbell Detail for Method
B Backfill and Surface Restoration, unless otherwise specified in the plans or special provisions.
Jetting shall not be allowed unless approved in writing by the Engineer.
1301-4.2.3 Method C Backfill - Section 1301-4.2.3 "Method C Backfill" of the SJSS is
hereby deleted.
1301-4.2.6 Water Densified Backfill - The following sentence is hereby added to Section
1301-4.2.6 "Water Densified Backfill" of the SJSS.
Jetting shall not be allowed unless approved by the Engineer or specified 10 the special
prOVisIOns.
Technical Provisions - City of Campbell
29
DRAFT
DETAILS
The City of San Jose Standard Details (SJSD) dated July 1992 are hereby incorporated with
the following revisions and additions.
SJSD #
REVISION
All
All references to the City of San Jose shall be revised to read City of
Campbell. All abbreviations "CSJ" shall be revised to read "CAMPBEL I ".
R-2
Replace with City of Campbell Details 1 and 2.
R-5, R-6. R-7
Replace with City of Campbell Details 3 and 4.
R-8. R-9.
R-IO, R-II
Replace with CalTrans Standard Plans NSP A88 and A89.
D-5
Replace with City of Campbell Detail 5.
D-6
Replace with City of Campbell Detail 6.
L-3
Quick coupling valve shall be installed below the finished grade in a pcc
irrigation box.
L-13
Tree planting shall conform to City of Campbell Details 12 and 13.
L-14
Replace with City of Campbell Details 12 and 13.
All W Details
Delete.
All E Details All references contained in the City of San Jose Electrical, Signals, and Lighting
Details to octaflute standards shall be revised to read Type 15 standards (per
CalTrans Standards Plans).
Pull boxes are required at the base of all standards.
All conduit entering foundations of controller cabinets, lighting standards,
and signal standards shall be GRS.
Details - City of Campbell
31
DRAFT
E-36
Revise detail to remove connection between neutral and ground rod. Do
not connect any neutral in any pull box to ground rod.
All street lighting shall be 2-wire 240V.
E-37
Delete notes 12 and 13.
E-38
E-39
Delete
Delete
E-4l
Delete item #15. (Do not splice service neutral to pole bonding system.)
E-42
Delete item #22. (Do not splice neutral to pole bonding system.)
E-43
E-44
E-45
Delete
Delete
Delete
E-46
Conduit in standard foundation shall be GRS not PVC as shown.
E-47
Conduit in standard foundation shall be GRS not PCGRS as shown.
E-48
Delete #8 A WG neutral conductor from ground clamp up pole. (Do not
bond pole to service neutral.)
E-49
Conduit in standard foundation shall be GRS not PVC.
E-50
Conduit in standard foundation shall be GRS not PCGRS.
E-5l
Conduit in cabinet foundation shall be GRS not Pvc.
E-52
Conduit in cabinet foundation shall be GRS not PCGRS.
E-53
Note 7 shall be replaced with the following:
Fuses for individual street light fusing applications shall be general
purpose, non-time delay types "BAF" or "BAN" and shall be rated 6A,
250V AC for 120V applications and 3A, 250V AC for 240V applications.
Note 8 shall be replaced with the following:
Details - City of Campbell
33
BOULEVARD WALK
7'- "
cf W..;
*<.:> 5iQ.
c~
Q:Q. Z Q. w b
<(<I: 4(0:: B~~
><.> IIlW I
WVl 0
...JO cd= Z-.
~Z ~~ W N 0
al:s Uu "'..... J
<(Z
~S;j
10'-0"
17'-Cf'
7'-!f
1'-
10'-0"
:1
S-I/4"
SECTION D D
BOULEVARD v.NDSCAPING I'oS "Pf>ROVED BY THE ENGINEER.
"5' ClASS III
~. BASE
COMMERCIAL WALK
*
W..; u
cf Zc
:SiQ. J
Z Q. W '0
<l:Q: B~~ I
IIlw 0
o::~ Z-,
~~ W.....N
ue.:> "'z
<56
~-,
~V1
<(z
IllS
~Q.
~~
W
~8
~~
u
=w
-Q.
VlVl
if')nO~ ~~
1/2" - P.C~C. - ~8.
SECTION C-C
. _ INSTALL 4'S"XS' TREE WELLS WITH STREET TREES AT
40' O.C. BACK Of CURB W/IRRIGATION
'l
10'-0"
5'-0"
UlL ;i:Q
S2e
z'"
I' 3~
Ww
::; c'
b
I
in
4'-6"
PER FOOT
-
'0
I
in
W
0::
o
U
tfl
"5' ClASS III
AGG, BASE
RESIDENTIAL SEPARATED WALK
I ,
,-'1 I[ 10'-0"
4'-6"
"'" ,
I o~ w..; 4' -"
aJ I -,1I1 of Ze aJ I:', /4" ~:R FO;TI
ZW :SiQ.
L "'''' ","'0:: J
uC OVl..... Q. W '0 I:;?
I ;..... Z O;.,W -
~'" "'-w..... "'a:: I
"'0:: w,-.o ,..'2.
:r:", <5E~ IIlW 0
Un. :0:: 0:::: Z-, - txv;-
W N
We.; b Q:.......... ::>::> :.:.....
::;1I1 <I:::>tfl ur.:> <l:Z <l:z
I * ~~ 1Il<{
in 'S' Cl"SS III w-'
.....Cl.
:5 1/2" "GG. BASE C!~
W
SECTION B-B Q:o
OW
INSTALL STREET TREES AT 0-
",\0
U
;w
RESIDENTIAL MA;: ,;INAL WALK -Cl.
III III
I( ~~
4'-6 10'-0" u
r-'1 . r a::
5'-0" \De
<r' s'-Cf'
w w' rl
Q: of z~ <(
<( CVl 0
ZW u SiQ. J
L <l:W Vl Z Q. W '0
0:: '" ...JVl ) "'0:: o\oW
o tfll- ",Q: IIlW I
'"-!::it. <.>0 Q:~ w.......c b
-..... Z-.
<5!::W z'" ~~ W N
:Q: <l:Q: '0 ue.:> ",I-
"'.......... :I:", <5~
",::>Vl UQ. I "5' CLASS III
Ww ~~
* ::;Vl in AGG, BASE
SECTION A-A
. _ INSTALL STREET TREES AT 40' OC
REVISED
DATE JULY' 994
DRAWN BY _ CHECKED BY
APPROVED
CURB, GUTTER, AND SIDEWALK
CG>JFIGURATIONS
CITY OF CAMP==-LL
DETAIL 1,
~..
___ ... .-11
.... " - aM ...
~ ..... . 4'1.111
, CD" ..., - --
., ,,~ _ ., "e- ..,
-'lflDL~. .tlIr- ..'ft.Y
u~ aDIrDI . ..... II
IAIM:II<< ~ DINDA\'
^
i
I
I
........
..wA1W:N
WI t1I U.-aL __
.
It
1'hDILI.'IE'IIII1IflA1IIH
~ MAMIML ---. ~
.... ...,.,. .....,
DlaWDAT 0f'DCII0 ~
(nE tAU"1II.OW)
A
....-c ...- .uME .IllIIf fa .-z:!m
C,r ...... ..... AIlIlOIt ~
II II!PMATD _Ill
, If ~ IIDUI
....., t
~
MOU!' GL
~
3/ CO '7'8 " LIt
.. '" WMJC
'IV rI QIM
ft.CIW LM or CIft"ID
IDICDe fILME .....
~
It
(lIE WIDnl 1*1)
.-tr
... UI:I w.x
u~ 1D r Lr
, ,
.,~..:'.'.'~.:~..~...'.'.',::.. '~.,..~.. ..
'.. ,.. -:. ."~ ',: " ..'t .-:. ....: ',:._- ,'''.' .-:....: I.: II : . ,':, -'.'
. . . .....~.... .~. I, .t
~
.... 1HE SIIIM-.r . NIT JIOUIlID Itt .... ,..
III CUll .. 8IInDo 11' " ... . .... /It .'
IIflIIMU JIW,L . III'ttlU.ID AI...... ....
1V II EfT IlIlIIIt ,. WIDG WCII. \lID.)
LAND USE
COW..!ftCIAI. I: WIN
wuLn-RESlDDmAL MAX
SIHGLE-f'AWu..y M1H
REStD[HTW. MAX
,'-ff
\2'-"
TO PROP. lJN[
WITH 1'-" ...
.&aEIi
-.-T APPItIMDD ~ -.& ~
ru-MlM~ 1,~1rIUC - f'MlUG
aMI. lolL ..~ ~ 'RI
asnNIl CIllICREJ ~
.uc
MY 11M
DIWIN I'n _ c:HECm "I
~I-
DRIVEWAY APPROACH
CITY OF CAMPBELL
OEJAU. 3
A
L
<;,' ~\~.
GRP-Dt: ,\0
Dtt/>.\~
BACK OF CURB
TOP OF CURB
FLOWLINE-
WEAKENED PLANE JOINT
UI
WEAKENED PLANE JOI
UP OF GUTTE
B
u~
B
PLAN
4' 37 1/2" 4'
6" ~~ .~ 0 -=16
T FLOWUN~I 81( - FLOWUNE T
NOTE:3
6" PHOENIX IRO!' WORKS N.O
P-6301 FRAME AND GRATE
P-6003 HOOD (OR APPROVED
EQUAL)
" 0 INDICATES STATION. GRADE.
"- AND OFFSET POINT
CLASS A PC.C
CON:3TRUCT STEPS IN INLETS OVER 6"
:3 FEET DEEP
:. y~
-~
)jr-.,
. I
/' .
/1 .
6"--~\ :. .
\
\ .
\ "
./
./
\ \
SECTION A-A
WINTER TIME CONSTRUGTION:
3" DRAINAGE HOLE AT TO~
OF ROUGH GRADE. 18'~
PLUG WHEN CONSTRUCTION
IS COMPLETE \
.. . .. . ~ 6"
,\~
SECTION B-B
/,
.// /'\
6'--
SECTION C-C
DRAINAGE INLET
CITY OF CAMPBELL
RE\1SED
DATE: JULY 1994
DRA~~ BY ___CHECKED BY ___
APPROVED ___
DETAIL 5
CD 2" A.C. TYPE A
3/4" WAXlMUM MEDIUM
95'-; COMPACTION
@ GRIND PAVEMENT KEY
2"-4" DEEP x 9"-12" WIDE
9" - 12"
2"-4" @
~
~
<1
~
~
<1
,
PAVEMENT FABRIC OVER
TRENCH (PETROTAC. PETROMAT
OR EQUAL) W/TACK COAT
EXISTING AC SECTION
<1
<1
CD 2 SACK SAND/CEMENT SLURRY
BACKFILL
Ll~
<1
~ L1
~
<I
Ll
<J
<J
./l
CLASS 1 BEDDING
(CLEAN SAND BEDDING
SHALL BE USED AROUND
GAS CONDUITS)
./l
<J
...........
, -.. - - - :-
.. . ......
.... .
- - --
.. . .
.. . ..
.- :
- -
- -
-
./l
./l
T
12" (TYPE A BEDDING)
-
o
-
-
I-
..
. .
. -
...
- .
. .. .
.. - - -.1
. . .
.... . .
.., - - - - -
1/8 D (4" MIN)
TRENCH WIDTH
'D' PLUS 6" MIN
'D' PLUS 24" MAX
CENTER PIPE IN TRENCH
NOTES CD PLACE PERMANENT PAVEMENT WITHIN FIVE (5) DAYS Afi'ER BACKFILLING
AN EXCAVATION (STEEL PLATING REQUIRED DURING CURING PERIOD OF
3 DAYS MIN. - 5 DAYS MAX.)
@ IF EXISTING AC SECTION IS LESS THAN 4". GRIND AC KEY TO FULL DEPTH OF
EXISTING AC AND REPLACE FULL DEPTH AC SECTION (MIN. 2")
@) THIS DETAIL DOES NOT APPLY TO ELECTRICAL CONDUIT INSTALLATION
REVISED
DATE: JULY 1994
DRAW~ BY ___CHECKED BY ___
APPROVED ___
TRENCH RESTORATION METHOD A
Backfill and Surface Restoration
CITY OF CAMPBELL
DETAIL 7
2 SACK SAND/CEMENT SLURRY
BARRICADING REOUIRED DURING
CURING PERIOD.
PAVEMENT FABRIC
OVER TRENCH
(PETROMAT, PETROTAC,
OR APPROVED EOUAl)
EXISTING GRIND PAVEMENT KEY
GUTTER r
SECTION OVER TRENCH
CD
:. "" A "" A
" A "" A ""
:. "" A "" A
18"
(mln)
NOTES
CD
FOllOWING CONDUIT AND SLURRY
INS~.':",-LATION, EXISTING AC
PAVEMENT AND SLURRY TO BE
GROUND AND REPLACED WITH
PERMANENT AC SURFACE
(1-1/2" A.C. - TYPE A
1/2" MAXIMUM, MEDIUM,
95% COMPACTION).
EXISTING AC PAVEMENT
BETWEEN LIP OF GUTTER AND
TRENCH SHAll BE GROUND
AND REPLACED WITH KEY
CD PLACE PERMANENT AC PAVEMENT
WiTHiN 10 DAYS OF TRENCHING.
CONDUIT (MAX D = 4")
PI
~;
1"
MANUFACTURED CONDUIT CHAIRS
(INSTAll BETWEEN CONDUITS iF
IF MORE THAN ONE IN TRENCH)
'L D+2.J
(6" MAX)
NOT TO SCALE
lEGEND
D = CONDUIT OUTSIDE DIAMETER
SIGNAL,
LIGHTING, AND ELECTRICAL CONDUIT INSTAllATION
TRENCH lAID CONDUIT-PAVEMENT AREAS
CITY OF CAMPBEll
DETAIL 9
REVISED
DATE JULY ~994
DRAWN BY _ CHECKED BY
APPROVED _
EXISTING SURFACE
I~II.III.II...III..III..II...III..III..1
'8"
(mini
NOT TO SCALE
12"
(min)
6"
(min)
,"
lL D+2"J
(6" MAX)
COMPACTED NATIVE MATERIAL
IN UNIMPROVED AREAS OR
MATCH EXISTING MATERIAL IN
LANDSCAPED AREAS
2 SACK SAND/CEMENT SLURRY
CONDUIT (MAX D
4"1
J
MANUFACTURED CONDUIT CHAIRS
(INSTALL BETWEEN CONDUiTS IF
IF MORE THAN ONE IN TRENCH)
LEGEND
D = CONDUIT OUTSIDE DIAMETER
REVISED
DATE: JULY 1994
LIGHTING, AND ELECTRICAL CONDUIT INSTAllATION
UNIMPROVED lANDSCAPED AREAS
CITY OF CAMPBEll
SIGNAL,
DRAWN BY _ CHECKED BY:
APPROvE:' _
DETAIL 11
NOTES; (unless otherwise specified in the plans or special provisions)
1. All trees shall be 15-gallon size and of the variety indicated on the
plans or specified by the City Engineer.
2. Each tree shall be approved by the Engineer prior to planting. Contractor
may request Engineer to pre-approve tree at local nursery
3. The exact location of each tree shall be approved by the Engineer
prior to planting.
4. Vertically cut the root ball at three or four places to loosen roots and
discourage circling. Vertically scarify sides and bottom of planting hole
5. When planting. hold tree so that previous planting level is even with
sidewalk level and gradually place top soil about the root ball.
6. When hole is three-quarters full. fill with water to compact the soil and
eliminate air pockets.
7. Fill planting hole with loose soil to ground level.
8 Construct a watering basin around each tree as shown.
9. Planting operations must be followed by a deep, thorough watering of
each tree.
10. Substitutions in tree varieties are permitted only upon writter authori-
zatlOn from the City Engineer.
11. All street trees installed in commercial and industrial shall be
installed with an irrigation system (fed from on-site).
12. Deep root barriers (Deep Root Partners Deep Root RB 24-2) or approved
equal shall be installed at all tree planting locations adjacent to SIdewalk
REVISED
DATE: JULY 1994
DRAWN BY ___CHECKED BY ___
APPROVED
STREET TREE PLANTING NOTES
CITY OF CAMPBELL
DETAIL 13
~
i
I
I
i
I
If'-
~')
~
~
.&
-~
"
~o
u ~~
nil
J; __
-e._
:!'O
o
i
,.
...
!:i
lTD. PLAN ..P AI'
h ~ I' II i ~ ,.I i ,:': I'" lit
it~ 21 SS. I ~I' J 'I,ll S S i J -I t. eO.
.n!- '. .Ii :Jd!! ., i ~ uul. .!ill!' f,li ~,ii
I..'! fJ U, I~! I. h~ I r f.<<:.f~ }51!t;11 nl~ ltif
: I ~..I ")i" JI I J; III .,,11 i I '. E 1;. ,..j
sld,:!t ill' d7 ~l.. ~tll I j ,.i::5; illqt 1511 hi}
12"1 JI", ItJ lelt I.!... r fl'i IJ~~ J. '~ idu
:i;l: ~l! ~!!: Illi "I~ il!, i~ i I.tlt JI!iU:~ I: o. iii~1
~,h: I.~ 'fl hs III Ih i;1 'If;hC 'jUJt.11 . ~21:~
a :;h,,:1I lelll ~~I hi ~n I!I: I~~HI: I:bllll J i! d;~1
i1.. 01 04 4 .. .. ,.:.... .. :!..
~ ~~ :
r
n
..
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RESOLUTION NO. 8713
A RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF CAMPBELL APPROVING AN AGREEMENT WITH ROBSHEAL
STRATFORD PARTNERS, L.P., A CALIFORNIA LIMITED PARTNERSHIP, FOR
CONSTRUCTION OF IMPROVEMENTS AT 710 W. SUNNYOAKS AVENUE,
TRACT 8624; AUTHORIZING A NOTICE OF RELEASE OF AGREEMENT WITH
KT SUNNYOAKS ASSOCIATES, L.P., A CALIFORNIA LIMITED PARTNERSHIP;
AND ACCEPTING A PUBLIC STORM DRAIN EASEMENT
WHEREAS, on December 13, 1993, the City Council approved the Final Map for Tract 8624 and
an Agreement for construction of improvements by the developer, KT Sunnyoaks Associates, L.P., a
California Limited Partnership, at 710 West Sunnyoaks Avenue; and
WHEREAS, the current ownership of the property has changed from KT Sunnyoaks Associates,
L.P., a California Limited Partnership, to Robsheal Stratford Partners, L.P., a California limited
partnership; and
WHEREAS, a change in the storm drain system design for the subject development requires the
granting of a public easement;
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Campbell hereby
authorizes the Mayor to execute an agreement with Robsheal Stratford Partners, L.P., a California limited
partnership, for construction of improvements at 710 W. Sunnyoaks Avenue.
BE IT FURTHER RESOLVED that the City Council of the City of Campbell does hereby release
the conditions of said Agreement executed by KT Sunnyoaks Associates, L.P., a California Limited
Partnership, and does hereby authorize the Mayor to execute the Notice of Release on behalf of the City
and authorizes the City Clerk to record the Notice subsequent to execution of the agreement with
Robsheal Stratford Partners.
BE IT FURTHER RESOLVED that the City Council of the City of Campbell hereby accepts a
public easement for a storm drain system on said development at 710 W. Sunnyoaks Avenue and directs
the City Clerk to record said easement.
PASSED AND ADOPTED this 6th day of September, 1994, by the following roll call vote:
AYES:
NOES:
ABSENT:
Councilmembers: Conant, Ashworth, Burr, Dougherty, Watson
Councilmembers: None
Councilmembers: None
A~T:
/)
~.~.~
Anne Bybee, C y Clerk
RESOLUTION NO.
8712
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAMPBELL
COMMENDING BILL HELMS FOR THIRTY YEARS OF SERVICE
WHEREAS, Bill M. Helms was hired by the City of Campbell as a Civil Engineer
Assistant on September 1, 1964; and
WHEREAS, during his thirty years of service Bill Helms has held various positions
including Assistant Civil Engineer, Associate Civil Engineer, Engineering Manager, Deputy
Public Works Director, and Environmental Program Manager; and
WHEREAS, Bill Helms has contributed significantly to the development of various
projects in the City, including 900 E. Hamilton (Prometheus), storm water management, non-
point source, ISTEA, Vasona Corridor, solid waste collection, Southern Pacific right-of-way
negotiations; and
WHEREAS, the City Council, on behalf of the citizens of Campbell and the employees
of the City wish to express its appreciation to Bill Helms for thirty years of loyal and valuable
service and best wishes to continued success and achievement.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Campbell
declares Wednesday, September 14, 1994, Bill M. Helms Day in the City of Campbell.
PASSED AND ADOPTED THIS 6th day of September, 1994, by the following roll call
vote:
AYES:
Councilmembers:
Conant, Ashworth, Burr, Dougherty, Watson
NOES:
Councilmembers:
None
ABSENT:
Councilmembers:
None
~
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