HomeMy WebLinkAboutAGENDA REPORT 1993 0804 CC REG ITEM 08N!. WARK, CALIFORNIA
C. ; y Council Meeflng
of - 199_ -
ACTION:
UY
AGENDA REPORT
ITEM E?% N S.
TO: The Honorable City Council 0
FROM: Christine Adams, Director of Community Servicd5R
DATE: July 28, 1993 (Meeting of August 4, 1993)
SUBJECT: Consider Approving Plans and Specifications for the Slope
Failure Repair along Tierra Rejada Road and Authorization to
Advertise for Receipt of Construction Bids.
BACKGROUND
This requests authorization to advertise for receipt of construction
bids for a project to repair the slope failure on the south side of
Tierra Rejada Road, east of Peach Hill Road.
Project Location
The project encompasses two large areas along the slope east of Peach
Hill Road. The scope of work would require work to be done on both
slope failures simultaneously.
Project Need
The project has been a primary concern of staff in light of the fact
that the slope failure occurred over two years ago.
During the last rainy season, the slope was protected with a large tarp
and constantly supervised by the maintenance staff to prevent further
movement or increased slide area.
Project Design
The City contracted Geolabs of Westlake in May to do a geotechnical
study of the slope. Their recommendations for the project have been
included in the special provisions to the plans and specifications for
the project. The City Council has received a copy of the draft plans
and specifications for Slope Repair Contract under separate cover dated
July 29, 1993.
Their study recommended that the plans and specifications should include
re- grading of the slope and engineered fills and benching of the slope.
Backdrains should also be installed. These provisions have been
included in the plans and specifications.
The study also indicated that when the repair work is completed, the
irrigation needs to be specifically monitored and maintained to avoid
the potential of soggy ground, perched water or seeps from improper or
excessive watering.
Landscaping should be replanted using drought resistant, deep rooted
plant species. While this is not addressed in the plans and
specifications, the City will assume responsibility for the replanting
of the slope and will utilize plant material that addresses the
recommendations of the geotechnical report and remains consistent with
the landscape material surrounding the project area.
Project Costs
The City Engineer has estimated that this project will cost
approximately $25,000 to complete. The City's 1993 -94 Assessment
District budget (AD 84 -2) has allocated $31,000 under Capital
Improvement Projects specifically for this project.
Notification of Home Owners
The City will notify the affected homeowners of the construction work
once a schedule has been established.
RECOMMENDATION
Approve Plans and Specifications for Slope Repair Contract and Authorize
staff to advertise for receipt of construction bids.
Attachments
• Geolabs Report
G�EOLABS- WESTLAKE VILLAGE
Foundation and Soils Engineering, Geology
742 HaMpshtra Rd . Surte C - WesticlKe Village. CA 9l -361
(818)889 -2562 - (805)495 -2197 - Fax (807)379 -2603
a dba of
R & R Services
Corporation
City of Moorpark April 28, 1993
799 Moorpark Avenue W.O. 8245
Moorpark, California 93021
Subject: Slope Investigation,
South Side of Tierra Rejada Road, East of Peach Hill Road,
City of Moorpark, California
Gentlemen:
In accordance with your request, our firm has undertaken a study of the geotechnical
conditions at the subject site. Our purpose was to evaluate the engineering characteristics
of the earth materials which exist at the site so that we might determine the cause of the
slope failure, and present recommendations for its repair.
The scope of work for this project included (1) logging and sampling of two explor-
atory test pits which were hand excavated, (2) selected laboratory testing of the retrieved
samples, (3) review of previous work which was judged both pertinent to our purpose and
readily available to our office, (4) soil engineering analysis of the assembled data, and (5)
preparation of this report. Field data and the approximate locations of exploratory
excavations are shown on the enclosed plot map (Plate 1). Descriptions of the materials
encountered in the exploratory excavations are provided on the enclosed logs (Plates 2.1-
2.2). Pertinent laboratory test results are also provided herein.
SITE CONDITIONS
The subject site consists of a graded slope that ascends to the south from Tierra
Rejada Road. The slope was graded as a 1.5:1 gradient fill slope during the rough grading
of the adjacent tract to the south. A small (I to 2 foot) retaining wall exists along the toe
City of Moorpark 2 April 28, 1993
W.O. 8245
of the slope, separating the slope from the sidewalk. The entire length of the slope has
been landscaped with fescue grass.
Two adjacent failure areas have occurred on the slope. The head of the failures
appear to be near the top of the slope, with the failure materials deposited near the toe.
Rodent burroughs were observed at the top of the western failure.
LABORATORY TESTING
Undisturbed and bulk samples of soil materials encountered at the site were collected
during the course of our field work. Selected laboratory tests completed on the retrieved
samples are described below:
Compaction Tests
To determine the compaction characteristics of the onsite materials, compaction tests
are performed in accordance with ASTM D 1557 -78. The maximum dry density is reported
in pounds per cubic foot and the optimum moisture content as a percentage of the
maximum dry density.
Laboratory Test Data
Maximum Optimum
Dry Moisture
Density Content
Sa ale Description PCF %
TP1 Light brown silty clayey fine SAND 123.0 8.0
TP2 Light brown silty clayey fine SAND 122.6 8.5
DISCUSSION AND RECOMMENDATIONS
The near surface soil materials on the slope were very wet. The materials behind
the wall at the toe of the slope were saturated. The slope appears to have been heavily
irrigated, in addition to the attributation of water from this years heavy rains. The plant
(-$I :Ot_.\BS - Vlt_t_ Vil:
City of Moorpark 3 April 28, 1993
W.O. 8245
species on the slope tends to be shallow rooted and heavy. The saturated surficial soils
could not support the heavy vegetation. The presence of the rodent burrows appears to
have contributed to at least the western failure.
The slope should be repaired to restore its original configuration, and to improve the
conditions causing the failures. The following recommendations pertain to the repair of the
slope.
Grading - Engineered Fills
1. The on -site clean soils are suitable for use as fill. Any import materials that are to
be used as fill should be approved by this office prior to placement.
2. All vegetation, trash debris or other deleterious material should be stripped from the
area to be graded. Soils bearing sparse grasses may be thoroughly mixed with at least ten
parts clean soil and incorporated into the engineered fill. Other materials should be wasted
from the site.
3. The fill slopes should be founded in firm compacted fill, below the saturated,
compressible surficial soils. The key should be at least 3 feet deep (measured on the
downslope side), and eight feet wide. The bottom of the key should be graded so that there
is at least one foot of fall across its width (toward the upslope side). The key should be
located in front of the toe of slope (as shown on the plan) so that the outside limit of the
key lies at or beyond a 1:1 projection from the planned toe of the slope. Typical fill key
construction is illustrated on Plate GS 1.
4. Exposed surfaces should be scarified, moistened or air dried as appropriate, and
compacted to 900 of the material's maximum dry density prior to placement of fill.
5. The fill should be properly benched into firm compacted fill as the level of fill is
raised. Typical benching is illustrated in Plate GS 1.
6. The slope will be reconstructed to the 1.5:1 gradient. Current practices recommend
that slopes constructed to a 1.5:1 gradient, utilize soil cement in the fills placed. A 111/6 to
2°1c soil cement mix should be utilized for the subject repairs.
7. Backdrains should be utilized, per the enclosed detail.
(;I:<)LABS - WE:STLAKI. VILI-AGF.
City of Moorpark 4
April 28, 1993
W.O. 8245
8. Fill materials should be placed in thin lifts, watered to near the material's optimum
moisture content, and compacted to at least 90% relative compaction prior to placing the
next lift.
9. The 90% relative compaction standard applies to the face of fill slopes. This may
be achieved by overfilling the constructed slope and trimming to a compacted finished
surface, rolling the slope face with a sheepsfoot, or any method that achieves the desired
product.
10. All grading should comply with the grading specifications and requirements of the
local governing agency.
Landscaping and Maintenance
The slope should be re- planted as soon as possible. Consideration should be given
to utilizing drought resistent, deep rooted plant species. It is important to avoid repeated
wetting and drying of the slope surface, which may cause the soil to crack and /or loosen.
In addition, efforts must be made to effectively control burrowing rodents.
Control of irrigation water is a necessary part of site maintenance. Soggy ground,
near - surface, perched water or seeps may result if irrigation water is excessively or
improperly applied. All irrigation systems should be adjusted to provide the minimum water
needed to sustain landscaping. Adjustments should be made for changes in the climate.
Irrigation should stop when sufficient water is provided by precipitation. Broken, leaking,
or plugged sprinklers or irrigation lines should be repaired immediately. Frequent
inspections of the irrigation systems should be performed.
CONSTRUCTION :MONITORING
Placement of all fill should be monitored by representatives of this office. This
includes our observation of prepared bottoms prior to filling. All excavated slopes, both
temporary and permanent, should be observed by a representative of this office.
GEOLABS - WESTLAKE VILLAGE
City of Moorpark
5
April 28, 1993
W.O. 8245
Supplemental recommendations may prove warranted based upon the materials exposed in
the actual excavations.
This geotechnical report has been prepared in accordance with generally accepted
engineering practices at this time and location. No other warranties, either express or
implied, are made as to the professional advice provided under the terms of our agreement
and included in this report.
Thank you for this opportunity to be of service. Please do not hesitate to call if you
have any questions regarding this report.
Respectfully submitted,
GEOLABS- WESTLAKE VILLAGE
Ga4 Lam_
fjbhon
Staff Engineer
Enclosures:
F
^A
r
r
C.E.G. IA47
R.C.E. 35444
J
Plot Map .................. Plate 1
Test Pit Logs ............... Plates 2.1 -2.2
Slope Repair Detail ......... Plate GS 1
Backdrain Detail ............ Plate GS2
XC: (4) Addressee
GEOLABS - WESTLAKE -VILLAGE
QC
J
7R- TEST P►T NUTAaert 4 wcA-rj owl
Goolabs -West lake Village
GEOLOGY AND $OIL ENGINEERING
•�T� LT
fC • i / we.
PLATE j
N
LOG OF EXCAVATION
Trench No. 1
Logged By: BL
Date Excavated: 4/14/93
Client: City of Moorpark
Depth (ft)
0 - 32"
Description
Fill, silty SAND and sandy SILT in horizontal layers,
an to brown saturated at toe of test pit, changes to
moist with depth, soft at surface, compact below 511,
sandier layers have greater moisture content.
End of TP @32"
No free water
fill to 32"
Comments
raphic Log
scale 111= 5 1
GEOLABS - WESTLAKE VILLAGE
I W.O. 8245
PLATE 2.1
LOG OF EXCAVATION
Trench No. 2
Logged By:
BL
Date Excavated: 4/14/93
Client:City of Moorpark
Depth (ft)
0 - 28"
Description
Fill, silty SAND, tan to brown, horizontal layers,
saturated at surface, sandier layers are wetter,
changes to moist at depth, soft at surface, becomes
compact with depth.
Comments
raphic Log
scale 1"=
5 '
GEOLABS -
WESTLAKE
VILLAGE
W.O. 8245
PLATE 2.2
TYPICAL SLOPE REPAIR DETA l L
a 15 typical
ZO0007
0
Q
W _
S�
-� X /`
N,
on:inuous benching
Typical backdraln
Geolabs Westlake Village
GEOLOGY ANO 5O1L CNGINCBRING
&ATE 1T
$CAl1 WML 8';?_�
PLATE G51
TYPICAL lalternate
006
6
BACKDRAIN
L SECTION PERPINDICULAR TO SLOPE k
A
FILTER
—4%Z — MATERIAL* : 2
cu. ft. per
2000—= 4=--
lin. ft.
4 "0 Perforated
A' 4 "¢ Von- Perforated Pipe **
Outlet Pipe
* *4" diameter perforated asphalt coated CMP,
SCH. 40 PVC, ADS(with sock or drain guard)
or other approved material.
DETAILt A -A'
Alternote filter material may ba pea
�jrevel or crushed rock, provided
filter fabric is used to enclose
the filter material. Filter fab-
ric encasing pea gravel or rock
eliminates the need for sock
about ADS. F6-
I II m
Suitable Backfill Free of
Rocks or (lard Cemented Clods
01 Arc /.S a
Filter Material
sieve size L passing
100
3/4"
90 -100
3 /8"
40 -100
#4
24 -50
R8
15 -35
130
5 -15
#50
0 -7
1200
U -2
Alternote filter material may ba pea
�jrevel or crushed rock, provided
filter fabric is used to enclose
the filter material. Filter fab-
ric encasing pea gravel or rock
eliminates the need for sock
about ADS. F6-
I II m
Suitable Backfill Free of
Rocks or (lard Cemented Clods
01 Arc /.S a
M E M O R A N D U M
TO: The Honorable City Council
FROM: Kenneth C. Gilbert, Director of Public Works
DATE: July 29, 1993
SUBJECT: Contract Documents for Slope Failure Repairs, South
Side of Tierra Rejada Road
Attached is a set of draft plans and specifications for the
subject project. The plans are set forth in Appendix 'A' of the
document.
This project is scheduled to be considered by the City Council
on August 4, 1993, for authorization to advertise for receipt of
bids.
If you have any questions, please feel free to contact me or
Chris Adams before the meeting.
cc: Steven Kueny, City Manager
V2'hris Adams, Director of Community Services
Dirk Lovett, Assistant City Engineer
C= T Y O F MO OR PARK
PREPARED BY:
CONTRACT DOCUMENTS
AND SPECIFICATIONS
FOR
Slope Failure Repairs
Tierra Rejada Road
August 1, 1993
Kenneth C. Gilbert
Director of Public Works
PROJECT MANAGER: Christine Adams,
Director of Community Services
APPROVED BY THE CITY COUNCIL OF THE CITY OF MOORPARK
TABLE OF CONTENTS
ITEM SECTION
NOTICE INVITING SEALED BIDS A
INSTRUCTIONS TO BIDDERS B
PROPOSAL C
AGREEMENT, AND RELEASE ON CONTRACT FORMS D
GENERAL PROVISIONS
SPECIAL PROVISIONS
SECTION 600 GENERAL CONDITIONS
SECTION 601 GENERAL CONSTRUCTION
REQUIREMENTS
SECTION 602 EARTHWORK
Appendix "A" Plan
E
F
NOTICE INVITING SEALED BIDS
FOR
Slope Failure Repairs
Tierra Rejada Road
PUBLIC NOTICE IS HEREBY GIVEN that the City of Moorpark as
Agency, invites sealed bids for the above stated project and will
receive such bids in the office of the City Clerk, 799 Moorpark
Avenue, Moorpark, California, 93021 up to the hour of 2:00 P. M.
on the 30th day of August, 1993, at which time they will be
publicly opened and read.
The Engineer's estimated construction cost is $25,000.00.
Copies of the Plans, Specifications, and Contract Documents are
available from the City of Moorpark, at 799 Moorpark Avenue,
Moorpark, California, 93021, upon payment of a $5.00 non-
refundable fee if pick -up, or payment of a $7.00 non - refundable
fee if mailed.
Pursuant to California Labor Code Section 1770, et. sea., copies
of the determination of the Director of the Department of
Industrial Relations of the general prevailing rate of per diem
wages for each craft, classification and type of worker needed to
execute the work are on file in, and available to any interested
person on request, at the office of the City Clerk at 799
Moorpark Avenue, Moorpark, California, and are hereby
incorporated herein and made a part hereof as though set forth in
full.
Pursuant to California Civil Code Section 3248, the successful
bidder shall furnish to the Agency at the time of execution of
the contract a payment bond approved by the Agency in an amount
equal to one hundred percent (1000) of the contract price. The
successful bidder shall also furnish to the Agency at the time of
execution of the contract a faithful performance bond approved by
the Agency in an amount equal to one hundred percent (100 %) of
the contract price.
Pursuant to California Government Code Section 4590, substitution
of eligible and equivalent securities for any moneys withheld to
insure performance under the contract for the work to be
performed will be permitted at the request and expense of the
successful bidder.
Bids must be prepared on the approved Proposal forms in
conformance with the Instructions to Bidders and submitted in a
sealed envelope plainly marked on the outside, "SLOPE FAILURE
REPAIRS; TIERRA REJADA ROAD -- DO NOT OPEN WITH REGULAR MAIL ".
All bidders must possess a Class "A" or Class 11C -12" Contractor's
License to be eligible for the award of contract.
The Plans, Contract Documents and Specifications will be
available for public inspection at the following locations: City
of Moorpark, 799 Moorpark Avenue, Moorpark, California; F. W.
Dodge, 674 County Square Drive, Suite 107, Ventura, California
93003; Ventura Plan Room, 2630 Saddle Avenue, Oxnard, California
93030, Suite 101; The Plan Room, Inc., P.O. Box 827, E1 Segundo,
California, 90245; and Daily Construction Service, 448 South Hill
Street, Los Angeles, CA, 90013.
By order of the City Council of Moorpark, California.
A -2
INSTRUCTIONS TO BIDDERS
PROPOSAL FORMS
Bids shall be submitted in writing on the forms provided by the
Agency, use of other forms may be cause for rejection of bids.
All information requested therein must be clearly and legibly set
forth in the manner and form indicated. The Agency will not
consider any proposal not meeting these requirements.
PROPOSAL GUARANTEE
No bid bond is required.
DELIVERY OF PROPOSAL
Proposals shall be enclosed in a sealed envelope plainly marked
on the outside, "SLOPE FAILURE REPAIRS; TIERRA REJADA ROAD -- DO
NOT OPEN WITH REGULAR MAIL ". Proposals may be mailed or
delivered by messenger. However, it is the bidder's
responsibility alone to ensure delivery of the proposal to the
hands of the Agency's designated official prior to the bid
opening hour stipulated in the Notice Inviting Sealed Bids. Late
proposals will not be considered.
WITHDRAWAL OF PROPOSALS
A proposal may be withdrawn by a written request signed by the
bidder. Such requests must be delivered to the City Clerk prior
to the bid opening hour stipulated in the Notice Inviting Sealed
Bids. Proposals may not be withdrawn after said hour without
forfeiture of the proposal guarantee. The withdrawal of a
proposal will not prejudice the right of the bidder to submit a
new proposal, providing there is time to do so.
IRREGULAR PROPOSALS
Unauthorized conditions, limitations, incompleteness, or
provisions attached to a proposal will render it irregular and
may cause its rejection. The completed Proposal forms shall be
without interlineations, alterations, or erasures. Alternative
proposals will not be considered unless specifically requested.
No oral, telegraphic, or telephonic proposal, modification, or
withdrawal will be considered. Bids with supplemental
information or form other than those proposed forms provided by
the Agency may not be considered.
B -1
TAXES
No mention shall be made in the proposal of Sales Tax, Use Tax,
or any other tax, as all amounts bid will be deemed and held to
include any such taxes which may be applicable.
DISQUALIFICATION OF BIDDERS
In the event that any bidder acting as a prime contractor has an
interest in more than one proposal, all such proposals will be
rejected, and the bidder will be disqualified. This restriction
does not apply to subcontractors or suppliers who may submit
quotations to more than one bidder, and while doing so, may also
submit a formal proposal as a prime contractor.
No award will be made to a bidder who has not been licensed in
accordance with the provisions of the State Business and
Professions Code by the date of the award of contract. All
bidders must possess a Class "A" or Class 11C -12" Contractor's
License to be eligible for the award of contract.
DISCREPANCIES AND MISUNDERSTANDINGS
Bidders must satisfy themselves by personal examination of the
work site, Contract Documents, Specifications, and by any other
means as they may believe necessary, as to the actual physical
conditions, requirements and difficulties under which the work
must be performed. No bidder shall at any time after submission
of a proposal make any claim or assertion that there was any
misunderstanding or lack of information regarding the nature or
amount of work necessary for the satisfactory completion of the
job. Any errors, omissions, or discrepancies found in the Plans,
Specifications, or Contract Documents shall be called to the
attention of the Agency and clarified prior to the submission of
proposals. Neither the City nor any of its officers, employees
or servants assumes any responsibility for errors or
misinterpretations resulting from the receipt or use of an
incomplete set of contract documents or addenda. The bidder must
satisfy himself that he has received a complete set of contract
documents and addenda.
Written addenda shall be the sole means for modifying the Plans
and /or Specifications prior to the bid opening. The Agency shall
not be bound by oral communications purportedly modifying or
interpreting the Plans and /or Specifications regardless of when
or by whom such oral communications are made and you should not
rely upon such oral communications in preparing your bid.
REPORTS AVAILABLE
No reports have been prepared regarding the condition of the
asphalt to be removed and replaced, or the condition of the base
or subbase material.
B -2
LEGAL RESPONSIBILITIES
All proposals must be submitted, filed, made, and executed in
accordance with State and Federal laws relating to bids for
contracts of this nature whether the same is expressly referred
to herein or not.
Any bidder submitting a proposal shall by such action thereby
agree to each and all of the terms, conditions, provisions, and
requirements set forth, contemplated, and referred to in the
Specifications, and Contract Documents, and to full compliance
therewith.
AWARD OF CONTRACT
The award of contract, if made, will be to the lowest responsible
bidder as determined solely by the Agency. Additionally, the
Agency reserves the right to reject any or all proposals, to
waive any irregularity, and to take the bids under advisement for
a period of sixty (60) days, all as may be required to provide
for the best interests of the Agency. In no event will an award
be made until all necessary investigations are made as to the
responsibility and qualifications of the bidder to whom the award
is contemplated. All bids will be compared with the Director's
Estimate.
TIME FOR COMMENCEMENT AND COMPLETION
Contractor shall commence the work within the time required in
the bidding documents as summarized above, and shall have fully
complied with Sub - sections 2 -1, 2 -4 and 6 -1 of the General
Provisions. The Contractor shall diligently prosecute the work
to completion within the number of working days specified in the
proposal after the award of the contract by the City Council.
Upon written request of the Contractor and if approved in writing
by the Director, the time for commencement, completion or both
may be extended.
PROPOSAL
FOR
SLOPE FAILURE REPAIRS
TIERRA REJADA ROAD
IN THE COUNTY OF VENTURA
CALIFORNIA
AGENCY RECEIVING BIDS IS CITY OF MOORPARK
FOR ANY QUESTIONS REGARDING THE PLANS, SPECIFICATIONS, PROPOSAL
OR OTHER BIDDING DOCUMENTS, PLEASE CONTACT THE CITY OF MOORPARK.
TELEPHONE (805) 529 -6864.
BIDS TO BE RECEIVED ON AUGUST 30, 1993 UNTIL 2:00 P.M.
COMPLETION TIME: 10 WORKING DAYS (SEC. 6)
LIQUIDATED DAMAGES: $ 100 PER CALENDAR DAY (SEC. 6 -9)
LIABILITY INSURANCE CLASS REQUIRED (SEC.7 -3.1): L -B
NUMBER OF PAGES IN THIS PROPOSAL: 6
NUMBER OF CALENDAR DAYS ALLOWED TO AGENCY TO AWARD CONTRACT IN
ACCORDANCE WITH SECTION 2 -1 : 60 DAYS
BIDDER SHALL COMPLETE:
NAME
STREET
ADDRESS
CITY STATE ZIP CODE
TELEPHONE NO.
C -1
PROPOSAL FOR
SLOPE FAILURE REPAIRS
TIERRA REJADA ROAD
TO THE CITY OF MOORPARK, as Agency:
In accordance with Agency's Notice Inviting Sealed Bids, and the
instructions to bidders, the undersigned bidder hereby proposes
to furnish all materials, equipment, tools, labor, transportation
and incidentals required for the above stated project as set
forth in the Contract Documents, Plans, Specifications, and to
perform all work in the manner and time prescribed therein.
Bidder declares that this proposal is based upon careful
examination of the work site, Plans, Specifications, Instructions
to Bidders, and all other contract documents. If this proposal
is accepted for award, bidder agrees to enter into a contract
with Agency at the unit and /or lump sum prices set forth in the
following Bid Schedule. Bidder understands that failure to enter
into a contract in the manner and time prescribed will result in
forfeiture to Agency of the guarantee accompanying this proposal.
Bidder understands that a bid is required for the entire work,
that the estimated quantities set forth in the Bid Schedule are
solely for the purpose of comparing bids, and that final
compensation under the contract will be based upon the actual
quantities of work satisfactorily completed. THE AGENCY RESERVES
THE RIGHT TO INCREASE OR DECREASE THE CONTRACT. It is agreed
that the unit and /or lump sum prices bid include all appurtenant
expenses, taxes, royalties, and fees. In the case of
discrepancies in the amounts bid, unit prices shall govern over
extended amounts, and words shall govern over figures.
If awarded the Contract, the undersigned further agrees that in
the event of the bidder's default in executing the required
contract and filing the necessary bonds and insurance
certificates within ten days, not including Saturdays, Sundays
and legal holidays, after the Agency has mailed notice of the
award of contract to the bidder, this bid and the acceptance
hereof may, at the Agency's option, shall be considered null and
void.
C -2
ITEM APPROX.
N0. UQ ANTITY
1 1100 CY
ITEM
DESCRIPTION
Earthwork
PROPOSAL
FOR
SLOPE FAILURE REPAIRS
TIERRA REJADA ROAD
2 LS Release on Contract
Total Amount of bid in ;cords:
PAYMENT
REF.
602 -5
9 -4
Total Amount of Bid (in figures):
Bidder Must fill in the number and date of
each Addenda or may enter the word "None"
DESIGNATION OF SUBCONTRACTORS
UNIT TOTAL ($).
PRICE (in figures)
Number Date
1.00
Bidder proposes to subcontract certain portions of the work which
are in excess of one -half of one percent of the bid and to
procure materials and equipment from suppliers and vendors as
follows:
NAME, ADDRESS, AND PHONE
NUMBER OF SUBCONTRACTORS, MATERIALS OR PORTION
SUPPLIERS, AND VENDORS EQUIPMENT OF WORK
C -3
REFERENCES
The following are the names, addresses, and phone numbers for
three public agencies for which bidder has performed similar work
within the past two years:
1.
Name and address of owner
Name and
telephone number of person familiar with
project
Contract
amount Type of work
Date
completed
2.
Name and
address of owner
Name and
telephone number of
person
familiar with
project
Contract
amount Type of work
Date
completed
3.
Name and
address of owner
Name and
telephone number of
person
familiar with
project
Contract
amount Type of work
Date
completed
The following are the names, addresses, and phone numbers for all
brokers and sureties from whom bidder intends to
procure insurance bonds:
EQUAL_ EMPLOYMENT OPPORTUNITY COMPLIANCE
Bidder certifies that in all previous contracts and subcontracts,
all reports which may have been due under the requirements of any
Agency, State, or Federal equal employment opportunity orders
have been satisfactorily filed, and that no such reports are
currently outstanding.
C -4
NON - COLLUSION AFFIDAVIT
Bidder declares that the only persons or parties interested in
this proposal as principals are those names herein; that no
officer, agent, or employee of the Agency is personally
interested, directly or indirectly, in this proposal; that this
proposal is made without connection to any other individual,
firm, or corporation making a bid for the same work and that this
proposal is in all respects fair and without collision or fraud.
AFFIRMATIVE ACTION CERTIFICATION
Bidder certifies that affirmative action has been taken to seek
out and consider minority business enterprises for those portions
of the work to be subcontracted, and that such affirmative
actions have been fully documented, that said documentation is
open to inspection, and that said affirmative action will remain
in effect for the life of any contract awarded hereunder.
Furthermore, bidder certifies that affirmative action will be
taken to meet all equal employment opportunity requirements of
the contract documents.
BIDDER'S INFORMATION
Bidder certifies that the following information is true and
correct:
Bidder's Name
Business Address
Telephon
State Contractor's License No. and Class
Original Date Issued
Expiration Date
The following are the names, titles, addresses, and phone numbers
of all individuals, firm members, partners, joint venturers,
and /or corporate officers having a principal interest in this
proposal:
C -5
The date of any voluntary or involuntary bankruptcy judgements
against any principal having an interest in this proposal are as
follows:
All current and prior DBA's, alias, and /or fictitious business
names for any principal having an interest in this proposal are
as follows:
IN WITNESS WHEREOF, bidder executes
with the names, titles, hands, and
principals this day of
Bidder
Subscribed and sworn to this
NOTARY PUBLIC
C -6
and submits
seals of
day of
this proposal
all aforenamed
19
19
AGREEMENT
FOR CONTRACT LABOR AND MATERIALS
THIS AGREEMENT, made and entered into this day of
1993, between the CITY OF MOORPARK, a municipal
corporation, hereinafter referred to as "City" and
,a Private Contractor, hereinafter
referred to as "Contractor ".
W I T N E S S E T H
WHEREAS, City desires to have certain repairs made to a
slope on the south side of Tierra Rejada Road east of Peach Hill
Road, hereinafter referred to as "Project "; and
WHEREAS, Contractor understands the scope of work required,
has submitted a Proposal for said work and possesses the
qualifications and licenses required by law to perform said the
work required by the Project; and
WHEREAS, City desires to retain Contractor for services
hereinafter described in connection with said Project.
NOW, THEREFORE, it is hereby agreed by and between the
parties that:
1. DEFINITIONS: As used in this Agreement, the following
definitions shall be applicable:
a. Services: Services shall mean the services to be
performed by Contractor pursuant to this Agreement.
b. Satisfactory: Satisfactory shall mean satisfactory to
the City Manager of the City and designated person he
has appointed to over see the project.
C. Acceptance: Acceptance by the City Council.
2. SCOPE OF SERVICES: Contractor agrees to perform for, and
furnish to City, the services required to
in accordance with the plans and
specifications for the Project and the proposal attached
hereto and incorporated as Exhibit "A ".
3. PLANS AND SPECIFICATIONS: The plans and specifications for
the Project are those plans and specifications entitled
"Slope Failure Repairs -- Tierra Rejada Road."
D -1
4. CONTRACT PRICE: The Agency shall pay to Contractor as full
consideration for the faithful performance of the contract
entered into by this Agreement, subject to any additions or
deductions as provided in the Contract Documents, the sum of
dollars ($ ), said
sum being the total amount of the amounts stipulated in the
Contractor's proposal attached as Exhibit 'A' of this
Agreement.
5. PAYMENT: Upon satisfactory performance of the services
hereinabove described in "SCOPE OF SERVICES ", Contractor
shall receive said compensation after the final approval of
completed work. The amount of compensation due the
Contractor shall be based on the actual quantities of items
constructed.
6. TIME FOR PERFORMANCE: Contractor agrees that it shall
diligently and responsibly pursue the performance of the
services required of it by this Agreement and that said
services shall be completed within ten (10) working days
after the execution of this Agreement.
If a delay beyond the control of Contractor is encountered,
a time extension may be mutually agreed upon in writing by
City Manager and Contractor. Contractor shall present
documentation satisfactory to City Manager to substantiate
any request for a time extension.
7. SUSPENSION. TERMINATION OR ABANDONMENT OF AGREEMENT: For
good cause, City may, at any time, suspend, terminate or
abandon this Agreement, or any portion hereof, by serving
upon Contractor at least fifteen (15) days prior written
notice. Upon receipt of said notice, Contractor shall
immediately cease all work under this Agreement, unless the
notice provides otherwise. Within thirty -five (35) days
after service of said notice, City shall pay Contractor the
total value of the services rendered by Contractor to the
date that work is to be ceased pursuant to this section.
If City suspends, terminates or abandons a portion of this
Agreement such suspension, termination or abandonment shall
not make void or invalidate the remainder of this Agreement.
8. BREACH OF CONTRACT: If Contractor defaults in this
Agreement, it shall have ten (10) days after service upon it
of written notice of such default in which to cure the
default by rendering a satisfactory performance. In the
event that Contractor fails to cure its default within such
period of time, City shall have the right, notwithstanding
any other provision of this Agreement, to terminate this
Agreement without further notice and without prejudice to
any other remedy to which it may be entitled at law, in
equity or under this Agreement.
D -2
9. BANKRUPTCY: City shall have the right, notwithstanding any
other provisions of this Agreement, to terminate this
Agreement, at its option and without prejudice to any other
remedy to which it may be entitled at law, in equity or
under this Agreement, immediately upon service of written
notice of termination on Contractor, if the latter should:
a. Be adjudged a bankrupt;
b. Become insolvent or have a receiver of its assets
or property appointed because of insolvency;
C. Make a general assignment for the benefit of
creditors;
d. Default in the performance of any obligation or
payment of any indebtedness under this Agreement;
e. Suffer any judgement against it to remain
unsatisfied or unbonded of record for thirty (30)
days or longer; or
f. Institute or suffer to be instituted any
procedures for reorganization or rearrangement of
its affairs.
10. INDEPENDENT CONTRACTOR: Contractor is and shall at all
times remain as to City a wholly independent contractor.
Neither City nor any of its officers, employees or agents
shall have control over the conduct of Contractor or any of
Contractor's officers, employees, servants or agents, except
as herein set forth. Contractor shall jot at any time or in
any manner represent that it or any of its officers,
employees, servants or agents are in any manner officers,
employees, servants or agents of City.
11. LEGAL RESPONSIBILITIES: Contractor shall keep itself
informed of State and federal laws and regulations which in
any manner affect those employed by it or in any way affect
the performance of its service pursuant to this Agreement.
Contractor shall at all times observe and comply with all
such laws and regulations. The City and its officers,
employees, servants and agents shall not be liable at law or
in equity occasioned by failure of Contractor to comply with
this section.
12. NOTICE: Whenever it shall be necessary for either party to
serve notice on the other respecting this Agreement, such
notice shall be served by certified mail, postage prepaid,
return receipt requested,addressed to City, c/o City
Manager at 799 Moorpark Avenue, Moorpark, CA 93021, and to
Contractor at
unless and until different
addresses may be furnished in writing by either party to the
D -3
other. Notice shall be deemed to have been served seventy -
two (72) hours after the same has been deposited in the
United States postal service. This shall be a valid and
sufficient service of notice for all purposes.
13. ASSIGNMENT: Contractor shall not assign the performance of
this Agreement, nor any part thereof, nor any moneys due
hereunder.
14. LIABILITY INSURANCE: Contractor shall secure from a good
and responsible company or companies doing insurance
business in the State of California, pay for, and maintain
in full force and effect for the duration of this Agreement
a policy of comprehensive liability insurance and shall
furnish a Certificate of Liability Insurance to the City
Manager of City before execution of this Agreement by City.
Notwithstanding any inconsistent statement in the policy or
any subsequent endorsement attached thereto, the protection
offered by the policy shall:
a. Include City as the insured or named an additional
insured covering their services to be performed under
this Agreement, whether liability is attributable to
Contractor or City.
b. Insure City and its officers, employees, servants and
agents while acting within the scope of their duties
under this Agreement against all claims arising out of,
or in connection with, the Agreement.
c. Insurance coverage shall not be less than the limits
prescribed in Subsection 7 -3.1 of the General
Provisions.
d. Bear an endorsement or shall have attached a rider
whereby it is provided that, in the event of expiration
or proposed cancellation of such policy for any reason
whatsoever, City shall be notified by registered mail,
postage prepaid, return receipt requested, not less
than thirty (30) days before expiration or cancellation
is effective.
15. WORKERS' COMPENSATION INSURANCE: Before execution of this
Agreement by City, Contractor shall file with the City
Manager of City the following signed certification:
I am aware of, and will comply with Section 3700 of the
Labor Code, requiring every employer to be insured against
liability of Workers' Compensation or to undertake self -
insurance before commencing any of the work.
Contractor shall also comply with Section 3800 of the Labor
Code by securing, paying for and maintaining in full force
and effect for the duration of this Agreement, complete
D -4
Workers' Compensation Insurance, and shall furnish a
Certificate of Insurance to the City Manager of City before
execution of this Agreement by City. The City and its
officers, employees, servants and agents shall not be
responsible for any claims in law or equity occasioned by
failure of the Consultant to comply with this section.
Every compensation insurance policy shall bear an
endorsement or shall have attached a rider whereby it is
provided that, in the event of expiration or proposed
cancellation of such policy for any reason whatsoever, City
shall be notified by registered mail, postage prepaid,
return receipt requested, giving Contractor a sufficient
time to comply with applicable law, but in no event less
than thirty (30) days before expiration or cancellation is
effective.
16. ATTORNEY'S FEES: If any action at law or suit in equity,
including an action for declaratory relief, is brought to
enforce or interpret any provision of this Agreement, the
prevailing party shall be entitled to reasonable attorney's
fees, court costs and necessary disbursements, in addition
to any other relief to which it may be entitled.
17. HOLD HARMLESS: Contractor agrees to indemnify, save, keep
and hold harmless City and all of its officers and employees
from all claims, actions, suits, damages, costs or expenses
for legal services, that may at any time arise or be set up
because of damage to property or injury or death to persons
received or suffered by reason of, or arising out of, any
act on the part of Contractor in regard to any function or
activity carried out by Contractor in regard to any function
or activity carried out by Contractor on behalf of City
pursuant to the terms of this Agreement.
18. ENTIRE AGREEMENT: This Agreement and any documents or
instrument attached hereto or referred to herein integrate
all terms and conditions mentioned herein or incidental
hereto and supersede all negotiations and prior writing in
respect to the subject matter hereof.
In the event of conflict between the terms, conditions or
provisions of this Agreement and any such document or
instrument, the terms and conditions of this Agreement shall
prevail.
19. EFFECTIVE DATE AND NUMBER OF COPIES: This Agreement is made
in two (2) duplicate originals and shall be effective from
and after the date it is signed by the representatives of
City.
20. GOVERNING LAW: This Agreement shall be governed by and
constructed in accordance with the laws of the State of
California.
D -5
21. VENUE: this agreement is made, entered into, executed and
is to be performed in Moorpark, Ventura County, California,
and any action filed in any court or for arbitration for
interpretation, enforcement and /or otherwise of the terms,
covenants and conditions referred to herein shall be filed
in the applicable court in Ventura County, California.
22. CITY'S AGENT: The Moorpark City Manager shall have the
right to review, coordinate and approve all work to be
performed by Contractor pursuant to the terms of this
Agreement and shall be the City's agent with respect to
review, coordination and approval of the services to be
performed by the Contractor.
23. INTERPRETATION OF AGREEMENT: Should interpretation of this
Agreement, or any portion thereof, be necessary, it is
deemed that this agreement was prepared jointly and equally,
and shall not be interpreted against either party on the
ground that the party prepared the Agreement or caused it to
be prepared.
IN WITNESS WHEREOF, the parties hereto have caused this
Agreement to be executed the day and year first above
written.
CITY OF MOORPARK
By
City Manager
CONTRACTOR
Name of Firm
By
Title
Date Date
NM
PAYMENT BOND
(Labor and Materials)
KNOW ALL MEN BY THESE PRESENTS:
WHEREAS, the CITY OF MOORPARK, CALIFORNIA, a municipal
corporation, (hereinafter "City ") and
(hereinafter "Contractor ") have entered
into an Agreement dated
, 19 for work identified as
which Agreement is hereby incorporated into and made a part
hereof; and
WHEREAS, pursuant to California Civil Code Section 3247, et
sea., said Contractor is required to furnish a payment bond;
NOW, THEREFORE, we, the Contractor, as Principal, and
, a corporation
organized and existing under the laws of the State of
and duly authorized to transact
business under the laws of the State of California, as Surety,
are held and firmly bond unto the City, as Obligee, in the sum of
DOLLARS ($ ),
lawful money of the United States of America, said sum being not
less than one hundred percent (100 %) of the estimated amount
payable by the said Obligee under the terms of the contract for
which payment well and truly to be made, the said Principal and
the said Surety, bind ourselves, and our heirs, executors and
administrators, successors and assigns, jointly and severally,
firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the said
Principal, his or its heirs, executors, administrators,
successors or assigns, or any of his or its subcontractors, shall
fail to pay for any materials, provisions, provender or other
supplies or teams, implements or machinery used in, upon, for or
about the performance of the work contracted to be done, or for
any work or labor thereon of any kind, fails to pay to any of the
persons named in Section 3181 of the Civil Code or fails to pay
for amounts due under the Unemployment Insurance Act with respect
to such work or labor performed under said Agreement and any and
all dully authorized extensions and amendments thereto, with or
without notice thereof to the surety, or for any amount required
to be deducted, withheld and paid over to the Employment
Development Department for the wages of employees of the
Contractor and subcontractors pursuant to 13020 of the
Unemployment Insurance Code with respect to such work and labor
D -7
the surety hereon shall pay for the same in any amount not
exceeding the sums specified in this bond, otherwise the above
obligation shall be void. In case suit is brought upon this
bond, the court shall fix and award and the surety shall pay, in
addition to the fact amount hereof, costs and reasonable
attorney's fees incurred by the City of Moorpark in successfully
enforcing said obligation. This bond will inure to the benefit
of any and all persons, companies and corporations entitled to
file claim under Section 3181 of the Civil Code, so as to give a
right of action to them or their assigns in any suit brought upon
this bond.
IN WITNESS THEREOF, we have hereunto set our hands and seals
this day of , 19
(Corporate Seal)
Notarial Certificate
Attached
(Corporate Seal)
Notarial Certificate
Attached
(Principal)
By
(Title)
(Surety)
By
Am
(Title)
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:
WHEREAS, the CITY OF
corporation, hereinafter
entered
for work
Agreement
and.
MOORPARK, CALIFORNIA,
( "City ") and
(hereinafter "Contractor ") have
a municipal
into an Agreement dated
identified as 11 is hereby incorporated
19 ,
" which
into and made a part hereof;
WHEREAS, said Contractor, is required to furnish a bond in
connection with said contract, providing for the faithful
performance thereof;
NOW, THEREFORE, we, the Contractor, as Principal, and
I a corporation
organized and existing under the laws of the State of
and duly authorized to transact business under
the laws of the State of California, as Surety, are held and
firmly bound unto the City, as Obligee, in the sum of
DOLLARS
($ ) lawful money of the United States of
America, said sum being not less than one hundred percent (100 %)
of the estimated amount payable by the said Obligee under the
terms of the contract for which payment well and truly to be
made, the said principal and the said surety, bind ourselves and
our heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the said
Principal, his or its heirs, executors, administrators,
successors or assigns, his or its subcontractors, shall perform
and fulfill all the undertakings, covenants, terms, conditions of
said Agreement during the original term of the Agreement, and any
and all duly authorized extensions thereof, with or without
notice to the Surety, and during the life of any guaranty
required under the contract, and shall also perform and fulfill
all the undertakings, covenants, terms, conditions and agreement
of any and all duly authorized modifications of said contract
that may hereafter be made, notice of which modifications to the
Surety being hereby waived, then this obligation shall be void
and of no effect.
D -9
In case suit is brought upon this bond, the court shall fix and
award and the surety shall pay, in addition to the face amount
hereof, costs and reasonable attorney's fees incurred by the
Agency in successfully enforcing said obligation.
IN WITNESS WHEREOF, we have hereunto set our hands and seals
this day of , 19
(Corporate Seal)
(Corporate Seal)
(Principal)
By
(Title)
(Surety)
By
(Title)
D -10
CONTRACTOR'S CERTIFICATE
REGARDING WORKERS' COMPENSATION
WORK IDENTIFICATION
3700, in pertinent
W
part, provides:
if Labor Code Section
"Every employer except the state shall secure the payment of
compensation in one or more of the following ways:
(a) By being insured against liability to pay compensation
in one or more insurers duly authorized to write
compensation insurance in this state.
(b) By securing from the Director of Industrial Relations a
certificate of consent to self- insure, which may be
given upon furnishing proof satisfactory to the
Director of Industrial Relations of ability to self -
insure and to pay any compensation that may become due
to his employees."
I am aware of the provisions of Section 3700 of the Labor Code
which require every employer to be insured against liability for
workers' compensation or to undertake self- assurance in
accordance with the provisions of that code, and I will comply
with such provisions before commencing the performance of the
work of this contract.
Dated:
By
(Contractor)
(Title)
(In accordance with California Labor Code Section 1860, et sea.,
the above Certificate must be signed and filed with the Agency
prior to performing any work under the Agreement.)
D -11
D -12
CONTRACT NAME:
W
RELEASE ON CONTRACT
I
WHEREAS, by the terms of the contract dated
entered into by the City of Moorpark
undersigned Contractor,
and the
the undersigned Contractor agreed to perform certain work for the
compensation specified in said contract; and
WHEREAS, the Contractor represents that said work is fully
completed and that final payment is due to the Contractor under
terms of said contract,
NOW THEREFORE, in consideration of the promises and the
payment by the City of Moorpark to the Contractor of the amount
due under the contract, to wit, the sum of $1.00, receipt of
which is hereby acknowledged by the Contractor, the Contractor
hereby releases and forever discharges the City of Moorpark of
money, accounts, claims and causes of action, in law and in
equity, under or by virtue of said contract except as listed
herein. (If none, so indicate).
IN WITNESS HEREOF, the hand and seal of the Contractor have
been hereunto set this day of ,
19
THIS FORM MUST BE NOTARIZED
No
By
Title
D -13
Contractor
D -14
CONTRACTOR'S CERTIFICATE
REGARDING LOBBYING ACTIVITIES
WORK IDENTIFICATION "
I,
behalf
of
(Contractor)
I
Hereby certify on
, that
1. No Federally appropriated funds have been paid or will be paid, by or on behalf of the undersigned,
to any person for influencing or attempting to influence an officer or employee of any Federal agency, a
Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection
with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan,
the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or
modification of any Federal contract, grant, loan, or cooperative agreement.
2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for
influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress,
an officer or employee of Congress, or an employee of a Member of Congress in connection with this contract,
the undersigned shall complete and submit Standard Form -LLL "Disclosure Form to Report Lobbying," in
accordance with its instructions.
3. The undersigned shall require that the language of this certificate be included in the award
documents for all sub- awards at all tiers (including sub- grants, and contracts and subcontracts under
grants, sub - grants, loans, and cooperative agreements) which exceed 5100,000, and that all such sub -
recipients shall certify and disclose accordingly.
This certification is a material representation of fact upon
which reliance was placed when this transaction was made or
entered into. Submission of this Certificate is a prerequisite
for making or entering into this transaction imposed by Section
1352 title 31, U. S. Code. Any person who fails to file the
required certification shall be subject to a civil penalty of not
less than $10,000 and not more than $100,000 for each such
failure.
Executed this day of
LIZ
D -15
, 19
(Title)
Lt
GENERAL PROVISIONS
SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS
1 -2 DEFINITIONS
Acceptance: Written acceptance by the Moorpark City
Council of a project which has been completed
in all respects in accordance with the plans
and specifications and any modifications
thereof.
Agency: City of Moorpark
Board: City Council of the City of Moorpark
CalTrans: State of California, Department of
Transportation
City: City of Moorpark
City Clerk: The City Clerk of the City of Moorpark
or authorized representative
County: County of Ventura
Engineer: The Director of Public Works for the City of
Moorpark or authorized representative.
Director: The Director of Public Works for the City of
Moorpark or authorized representative.
Due Notice: A written notification, given in duetime, of
a proposed action where such notification is
required by the contract to be given a
specified interval of time (usually 48 hours
or two working days) prior to the
commencement of the contemplated action.
Notification may be from Director to
Contractor or from the Contractor to the
Director.
Federal: United States of America
Prompt: The briefest interval of time required
for a considered reply, including time
required for approval by a governing
body
Standard
Specifications: The Standard Specifications for Public
Works Construction, (SSPWC) latest
edition
E -1
State Standard
Specifications: CalTrans Standard Specifications (SSS)
1.3.2.1 ABBREVIATIONS
AAN American Association of Nurserymen
AGC Associated General Contractors of
America
AISC American Institute of Steel
Construction
APWA American Public Works Association
ASME American Society of Mechanical
Directors
IEEE Institute of Electric and Electronic
Directors
NEC National Electric Code, latest edition
SSP State of California Standard Plans,
latest edition, Caltrans
SSS State of California Standard
Specifications, latest edition,
Department of Transportation
SSPWC Standard Specification for Public
Works Construction, latest edition,
prepared by Southern California
Chapters of AGC and APWA
SPPWC Standard Plans for Public Works
Construction, latest edition, prepared
by Southern California Chapters of AGC
and APWA
ASA American Standard Association
SECTION 2 - SCOPE AND CONTROL OF THE WORK
2 -1 AWARD AND EXECUTION OF CONTRACT
Within ten working days after the date of the Notice of
Award is received, the Contractor shall execute and return
the following contact documents to the Agency:
Agreement (Public Works Contract)
Performance Bond
Payment Bond
Public Liability and Property Damage Insurance
Certificate
Worker's Compensation Insurance Certificate
Failure to comply with the above will result in
annulment of the award.
The Contract Agreement shall not be considered binding
upon the Agency until executed by the authorized Agency
officials.
E -2
A corporation to which an award is made may be required to
furnish evidence of its corporate existence, of its right to
enter into contracts in the State of California, and that
the officers signing the contract and bond have the
authority to do so.
2 -4 CONTRACT BONDS
The third and fourth paragraphs are amended and supplemented
to read as follows:
The Bidder shall provide good and sufficient surety
bonds. The "Payment Bond" (Material and Labor Bond)
shall be for not less than 100 percent of the contract
price, to satisfy claims of material suppliers and of
mechanics and laborers employed by it on the work.
Said Bonds shall be issued by an admitted surety
insurer and shall be maintained by the Contractor in
full force and effect until six months after the date
of recordation of the Notice of Completion.
The "Performance Bond" shall be for 100 percent of the
contract price to guarantee faithful performance of all
work, within the time prescribed, in a manner
satisfactory to the Agency, and that all materials and
workmanship will be free from original or developed
defects. The bond shall remain in force until one year
from the date of recordation of the Notice of
Completion.
2 -5 PLANS AND SPECIFICATIONS
2 -5.4 Standard Specifications. The Standard Specifications
of the agency are contained in the latest edition of the
Standard Specifications for Public Works Construction,
including all supplements, as written and promulgated by the
Joint Cooperative Committee of the Southern California
District of the Associated General Contractors of
California. Copies of these Standard Specifications are
available from the publisher, Building News, Incorporated,
3055 Overland Avenue, Los Angeles, California, 90034,
Telephone (310) 202 -7775.
The Standard Specifications set forth above will control the
general provisions, construction material, and construction
methods for this contract except as amended by the Plans,
Special Provisions, Special Permits, or any other contract
documents. The Special Provisions are supplementary and in
addition to the provisions of the Standard Specifications.
Only those sections requiring elaboration, amendments,
specifying of options, or additions are called out.
2 -5.5 Plans. The term "plans" shall mean the plans set
forth in Appendix 'A' of these specifications.
E -3
SECTION 4 - CONTROL OF MATERIALS
4 -1 MATERIALS AND WORKMANSHIP
4 -1.3.4 Contractor's Guarantee. The Contractor and all
subcontractors, suppliers, and vendors, shall guarantee that
the entire work will meet all requirements of this contract
as to the quality of materials, equipment, and workmanship.
The Contractor, at no cost to the Agency, shall make any
repairs, restorations or replacements made necessary by
defects in material, equipment, or workmanship that become
evident within one year after the date of recordation of the
Notice of Completion. Within this one year period, the
Contractor shall also restore to full compliance with the
requirements of this contract any portion of the work which
is found to not meet those requirements.
The Contractor shall make all repairs, replacements, and
restorations within thirty days after the date of the
Director's written notice.
4 -1.3.5 Inspection. The Agency shall provide inspection
for an 8 -hour day and 40 -hour week for normal working days.
The Contractor shall reimburse the Agency at rates
established by the Agency for inspection in excess to the
foregoing, including legal holidays, Saturdays and Sundays.
Authorization to work other than normal working days is
subject to approval of the Director.
4 -1.4 Test of Materials. Except as elsewhere specified,
the Agency will bear the cost of testing material and /or
workmanship which meet or exceed the requirements indicated
in the Standard Specifications and the Special Provisions.
The cost of all other tests, including the retesting of
material or workmanship that fails to pass the first test,
shall be borne by the Contractor.
SECTION 5 - UTILITIES
5 -1 LOCATION
The location and existence of substructures have been
determined by a search of records maintained by their
owners. No guarantee is made or implied that the
information shown is complete or accurate. It shall be the
Contractor's responsibility alone to determine the exact
location of substructures of every nature and to protect
them from damage. The Contractor shall pothole or expose
all high risk underground facilities.
E -4
SECTION 6 - PROSECUTION, PROGRESS, ACCEPTANCE OF THE WORK
6 -1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
The Contractor's proposed Construction Schedule shall be
submitted to the Director within ten working days after the
date of the Agency's execution of the Agreement.
Prior to issuing the Notice to Proceed, the Director will
schedule a pre- construction meeting with the Contractor to
review the proposed Construction Schedule and delivery
dates, arrange utility coordination, discuss construction
methods, and clarify inspection procedures.
The Contractor shall not perform any work prior to receiving
a copy of the Agreement signed by the Agency and a Notice to
Proceed.
SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR
7 -1 CONTRACTOR'S EQUIPMENT AND FACILITIES
A noise level limit of 86 dba at a distance of fifty feet
shall apply to all construction equipment on or related to
the job whether owned by the Contractor or not. The use of
excessively loud warning signals shall be avoided except in
those cases required for the protection of personnel.
7 -2 LABOR
7 -2.2 Laws. The Contractor, and all subcontractors,
suppliers and vendors, shall comply with all Agency, State,
and Federal orders regarding affirmative action to ensure
equal employment opportunities and fair employment
practices. Failure to file any report due under said orders
will result in suspension of periodic progress payments.
The Contractor shall ensure unlimited access to the job site
for all equal employment opportunity compliance officers.
7 -2.3 Prevailing Rates of Wages. In accordance with
California Labor Code Section 1770 et. sec., and the Code of
Federal Regulations, (Davis -Bacon Act), determinations of
the generally prevailing wages for various classes of
workers in Ventura County have been made by the California
Director of Industrial Relations as required by law. Where
rates of wages in the two determinations differ, the higher
rate shall govern.
The determinations made by the State are on file with the
Agency. A copy will be furnished without cost to the
successful bidder. The Contractor shall post a copy of both
wage rates at each job site at a location readily available
to the workers.
E -5
As required by California Labor Code Section 1777.5, only
properly indentured apprentices shall be employed on the
work. Travel and subsistence shall be paid in accordance
with California Labor Code Section 1773.8.
Information relative to apprenticeship standards, wage
schedules and other requirements may be obtained from the
Director of Industrial Relations, ex- officio of the
Administrator of Apprenticeship, San Francisco, California,
or from the Division of Apprenticeship Standards and its
branch offices.
7 -3.1 Liability Insurance
Type of Liability Coverage
Bodily Injury except auto
Each Person
Each Occurrence
Aggregate completed
operations and
products only
Property Damage except auto
Each Occurrence
Aggregate
Bodily Injury - Auto
Each Person
Each Accident
Each Occurrence
Coverage Limits for
Classes Specified
L -A L -B L -C
250,000 500,000 1,000,000
500,000 1,000,000 1,000,000
500,000 1,000,000 5,000,000
100,000
250,000
100,000
300,000
300,000
Property Damage Liability - Auto
Each Accident 50,000
Each Occurrence 50,000
Or in lieu of all of the above combined
Single Limit Bodily Injury and Property
Damage:
Each Occurrence
Aggregate
250,000 500,000
500,000 1,000,000
250,000 500,000
500,000 1,000,000
500,000 1,000,000
100,000 100,000
200,000 200,000
500,000 1,000,000 5,000,000
500,000 1,000,000 5,000,000
The Liability Insurance Class Required for
this project is ............................L -B
7 -5 PERMITS
The text of Subsection 7 -5 of the Standard specifications is
hereby deleted and replaced with the following:
E -6
Prior to the start of any work, the Contractor shall take
out the applicable Agency permits and make arrangements for
Agency inspections. The Agency will issue the permits at no
charge to the Contractor. The Contractor and all
subcontractors shall each obtain an Agency business license,
and shall be licensed in accordance with the State Business
and Professions Code. The Contractor shall also obtain and
pay for any and all other permits, licenses, inspections,
certificates, or authorizations required by any governing
body or entity.
7 -9 PROTECTION AND RESTORATION OF EXISTING
IMPROVEMENTS
The second paragraph of Subsection 7 -9 of the Standard
Specifications is hereby deleted and replaced with the
following:
The Contractor shall restore, relocate, repair, replace or
reestablish all existing improvements within the project
limits which are not designated for removal (e.g. fences,
sprinkler systems, utility installations, structures, etc.)
which are damaged or removed as a result of the Contractor's
operations or as required by the Plans and Standard
Specifications.
The last paragraph of Subsection 7 -9 of the Standard
Specifications is hereby deleted and replaced with the
following:
All cost to the Contractor for protecting, removing,
restoring, repairing, replacing, or reestablishing existing
improvements shall be considered included in applicable bid
items.
7 -10 PUBLIC CONVENIENCE AND SAFETY
7 -10.1 Traffic and Access. The Contractor shall notify
the occupants of all affected properties at least forty -
eight hours prior to any temporary obstruction of access.
Vehicular access to property line shall be maintained except
as required for construction for a reasonable period of
time. No overnight closure of any driveway will be allowed
except as permitted by the Director.
At least one twelve foot wide traffic lane shall be provided
for each direction of travel on all streets at all times
except as permitted by the Director. The traffic lanes
shall be maintained on pavement, and shall remain
unobstructed. Lane transitions shall not be sharper than a
taper of thirty to one.
The Contractor shall maintain turning movements at all
times unless otherwise approved by the Director.
E -7
Clearances from traffic lanes shall be five feet to the
edge of any excavation and two feet to the face of any
curb, pole, barricade, delineator, or other vertical
obstruction.
7 -10.3 Street Closures, Detours, Barricades. Street
Closures will not be allowed except as specifically
permitted by the Director.
Temporary traffic channelization shall be accomplished with
barricades or delineators.
7 -10.5 Protection of the Public. The following minimum
restrictions shall be maintained by the Contractor in the
conduct of his work.
It is part of the work required of the contractor to make
whatever provisions are necessary to protect the public.
The Contractor shall use foresight and shall take such steps
and precautions as his operations warrant to protect the
public from danger, loss of life or loss of property, which
would result from interruption or contamination of other
public works or public service, or from the failure of
partly completed work or the work which will require that
immediate and unusual provisions be made to protect the
public from danger or loss, or damage to life and property,
due directly or indirectly to prosecution of work under this
contract.
Whenever, in the opinion of the Director, an emergency
exists against which the Contractor has not taken sufficient
precaution for the public safety, protection of utilities,
public works or service or protection of adjacent structures
or property, which may be damaged by the Contractor's
operations and when, in the opinion of the Director,
immediate action shall be considered necessary in order to
protect the public or property due to the Contractor's
operations under his contract, the Director will order the
contractor to provide a remedy for the unsafe condition. If
the Contractor fails to act promptly on the situation, the
Director may provide suitable protection to said interest by
causing such work to be done and material to be furnished
as, in the opinion of the Director, may seem reasonable and
necessary.
The cost and expense of said labor and material, together
with the cost and expense of such repairs as are deemed
necessary, shall be borne by the Contractor. All expenses
incurred by the Agency for emergency repairs will be
deducted from the progress payments and the final payment
due to the Contractor. However, if the Agency does not take
such remedial measures, the Contractor is not relieved of
the full responsibility for public safety.
7 -10.6 Payment for the traffic control plan, detours,
traffic control and public convenience for the entire
project shall be considered as included in applicable bid
items, and no additional payment will be made therefore. No
additional payment will be allowed for night and weekend
work necessary to prepare and maintain traffic control and
public convenience.
SECTION 9 - MEASUREMENT AND PAYMENT
9 -3 PAYMENT
9 -3.2 Partial and Final Payment. The last paragraph of
Subsection 9 -3.2 of the Standard Specifications is hereby
deleted and replaced with the following:
The closure date for progress payments will be the
twenty -fifth day of each month. The Contractor shall
prepare the measurement of the work performed through
the closure date and submit it to the Agency for
approval by the tenth day of the month. Payments are
commonly authorized and made within thirty days
following the tenth day of the month submitted.
However, payments will be withheld pending receipt of
any outstanding reports required by the contract
documents.
The full ten percent retention will be deducted from
all payments. The final retention will be authorized
for payment thirty -five days after the date of
recordation of the Notice of Completion.
9 -4 TERMINATION OF AGENCY LIABILITY
Prior to receiving final payment, the Contractor shall
execute a "Release on Contract" form which shall operate as,
and shall be, a release to the Agency, the City Council and
each member of the City Council and their agents, from all
claims of and liability to the Contractor for anything done
or furnished for, or relating to, the work or for any act of
neglect of the Agency or of any person relating to or
affecting the work, except the claim against the Agency for
the remainder, if any there be, of the amounts kept or
retained as provided in Subsection 9 -3 and except for
any unsettled claims listed on said form which have been
filed in compliance with the requirements for making claims.
A payment of $1.00 will be made to the Contractor for
executing this document. An example of the "Release on
Contract" form is in Section D.
E -9
SECTION 10 - DIVERSION AND CONTROL OF WATER
10 -1 DESCRIPTION
This section covers the diversion and control of all water
entering into the construction area or otherwise affecting
construction activities.
All permanent construction shall be performed in a site free
from water unless otherwise provided for in the Special
Provisions. The Contractor shall construct, maintain and
operate all necessary cofferdams, pumps, channels, flumes,
drains and /or other temporary diversion and protective works
required for diversion and control of water, whatever its
source, during construction.
Inundation of partially completed work due to lack of
control during non - working periods will not be permitted and
may be cause for requiring removal of work already completed
with replacement at the Contractor's expense.
The contractor shall be responsible for obtaining the use of
any property in addition to that provided for in the Plans
and Standard Specifications, which may be required for the
diversion and protective works so as not to create a hazard
to persons or property or to interfere with the water rights
of others.
10 -2 DIVERSION AND CONTROL WORKS
Prior to beginning work involving diversion and control of
water, the Contractor shall submit a water control plan to
the Director. In event circumstances during the course of
construction require changes to the original water control
plan, a revised water control plan shall be promptly
submitted to the Director in each instance.
Construction and operation of the diversion and control
works shall be in accordance with the water control plan
submitted, except as deviation therefrom may be specifically
approved by the Director. No responsibility shall accrue to
the Director or the Agency as a result of the plan, or
knowledge of the plan, or any deviation therefrom approved
by the Director.
All works installed by the Contractor in connection with
dewatering, control, and diversion of water but not
specified to become a permanent part of the project, shall
be removed and the site restored, insofar as practical, to
its original condition prior to completion of construction
or when directed by the Director.
E -10
10 -3 PAYMENT
When a separate bid item is included for "Diversion and
Control of Water ", progress payments will be computed by the
Director based on his estimate of the percentage completion
of this item of the work. In general, this will be
proportional to the percentage completion of the major items
of the work to which diversion of water is incidental. When
no separate bid item is included, payment for this work will
be considered to be included in the payments made for the
other items of contract work to which water control is
incidental.
E -11
SPECIAL PROVISIONS
SECTION 600 GENERAL CONDITIONS
600 -1 DESCRIPTION
The work to be performed under this Specification consists
of furnishing by the Contractor, in accordance with these
specifications and subject to the terms and conditions of
the Agreement, all materials, equipment, tools, labor, and
incidentals necessary for the construction of the proposed
project, complete in place.
The scope of work to be accomplished by the Contractor under
these specifications shall include, but not necessarily be
limited to, the following general categories of work:
excavation and placement of earthen materials, installation
of back drains and related work, where required or directed.
600 -2 Plans
The plans showing the work to be done are set forth in
Appendix "A" of these specifications.
600 -3 Standard Specifications
Except as hereinafter provided, the provisions of the
Standard Specifications for Public Works Construction, dated
1991 or latest revision, along with the modifications
thereto in the General Provisions, have been adopted as the
Standard Specification by the Agency. These specifications
will prevail as the basic Standard Specifications for this
project, except as otherwise specifically noted in the
Special Provisions where reference has been made to the
State Standard Specifications. The State Standard
Specifications is that document issued by the State of
California, Department of Transportation, titled Standard
Specifications, January 1988, referred to herein as the
State Standard Specifications, or SSS.
F -1
600 -4 Liability Insurance
The liability insurance coverage shall be as outlined in
Subsection 7 -3, "Liability Insurance ", of the General
Provisions.
An Additional Insured Endorsement to the Contractor's
liability insurance policy naming the Agency and its
officers, employees, and consultants as additional insured
shall be contained on the Certificate of Insurance form
approved by the Agency.
600 -5 Investigation of Site Conditions
Bidders are urged to visit the sites of the work and by
their own investigations satisfy themselves as to the
existing conditions affecting the work to be done under
these specifications. If the bidder chooses not to visit
the site or conduct investigations, he will nevertheless be
charged with knowledge of conditions which reasonable
inspection and investigation would have disclosed.
Bidders and the contractor shall
for deductions and conclusions
performing the work.
600 -6 Payment
assume all responsibility
as to the difficulties in
No separate payment will be made for work or other features
as required and outlined in this section. Full compensation
for such work and features shall be considered included in
the price bid for other items of work, and no additional
compensation will be allowed therefor.
F -2
SECTION 601 GENERAL CONSTRUCTION REQUIREMENTS
601 -1 Emergency Information
The Contractor shall provide the following information in
writing and submit it with the signed contract, and contract
bonds and certificates of insurance. Failure to comply may
result in delays in the processing of the contract
documents.
1. Name of authorized representative at the job site.
2. Address and telephone number where the above
person can be reached.
3. Address of the nearest office of the Contractor,
if any, and the name and telephone number of a
person at that office who is familiar with the
project.
4. Address and telephone number of the Contractor's
main office and the name and telephone number of
the person at that office familiar with the
project.
601 -2 Mobilization
Mobilization shall consist of preparatory work and
operations including, but not limited to, those necessary
for the movement of personnel, equipment, supplies, and
incidentals to the project sites, and for all other work
operations which must be performed, or cost incurred, prior
to beginning work on the various contract items on the
project sites.
601 -3 Construction Schedule
Two weeks prior to starting any construction work, the
Contractor shall submit to the Director for review a project
construction schedule in accordance with Subsection 6 -1,
"Construction Schedule and Commencement of Work ".
601 -4 Order of Work
A pre- construction conference will be held prior to the
commencement of the construction - at a place and time
designated by the Director, or the Director's designee -
with the Contractor's representatives, City of Moorpark
staff, and other affected parties. Among the primary points
F -3
of discussion at this meeting, shall be the Contractor's
proposed construction schedule. With respect to the
prosecution of the work, special reference is made to
Subsection 6 -2, "Prosecution of Work ".
601 -5 Secure Work Areas
It is the responsibility of the contractor to maintain safe
and secure work areas at all times. Safe work areas will
include the use of barricades, guards, lights, signs and any
other devices necessary to protect the public.
601 -6 Removal of Materials
Materials which are to be disposed of shall not be stored at
the site but shall be removed immediately. No overnight
storage of materials or debris will be allowed in the street
areas or surrounding areas.
601 -7 Water for Construction
Water for construction purposes may be obtained from Ventura
County Water Works District No. 1. The water agency will
supply a water meter or meters. The Contractor shall make
all arrangements to transport the water, and shall, at his
own expense, furnish and install all necessary piping and
fittings. All such water used for the proposed construction
shall be metered, and the Contractor will be charged for
such water used at the prevailing rates.
CONTRACTOR MAY USE WATER FROM AN EXISTING WATER SERVICE IN
THE IMMEDIATE AREA, WHICH IS USED BY THE CITY FOR THE
IRRIGATION OF THE EXISTING LANDSCAPING ON AND ADJACENT TO
THE PROJECT SITE. IN SUCH EVENT THE CITY WILL INSTRUCT THE
CONTRACTOR AS TO THE LOCATION AND MEANS OF CONNECTION TO
THIS SYSTEM. ALL SUCH WATER USED BY THE CONTRACTOR IN
EXCESS OF TEN UNITS (APPROXIMATELY 7,500 GA) WILL BE CHARGED
AT THE PREVAILING RATES. THERE WILL BE NO CHARGE FOR THE
FIRST TEN UNITS.
601 -8 Eguipment and Materials Storage
The Contractor shall arrange and maintain a secure storage
site for all equipment and materials. All equipment and
unused materials shall be returned to this site at the end
of each work day. The Contractor shall submit a route plan
to the Director or the Director's designee for the delivery
of materials to both the job and storage sites at least
seven days before commencing work.
F -4
601 -9 Dust and Noise Control
The Contractor shall provide means to prevent dust, grit,
excessive noise, and other waste products from becoming a
nuisance in and around the working areas. The Contractor
shall take such steps, with the approval of the Director, to
reduce or eliminate such nuisance. The Contractor is
required to control dust during the entire contract period,
including holidays and weekends.
If the Contractor fails to control dust in accordance with
these contract specifications, the City reserves the right
to hire another contractor or agency to perform this work on
a "force account" basis. The total cost for performing this
work will be deducted from the total contract price at final
payment.
601 -10 Payment
No separate payment will be made for work or other features
as required and outlined in this section. Full compensation
for such work and features shall be considered included in
the price bid for other applicable items of work, and no
additional compensation will be allowed therefor.
F -5
F -6
L
602 -1 General
Work to be performed under this section covers all labor, materials, tools,
equipment, transportation and incidentals necessary to perform all clearing and
grubbing, earthwork (excavation and fill) and construction of back drains all as
shown on the plans and provided for in the specifications.
602 -2 Clearing and Grubbing
General. Clearing and grubbing operations shall comply with subsection 300 -1 of
the Standard Specifications.
•1 �� .aI
602 -3.1 General. Earthwork (excavation and fill) shall be made in
conformance with subsections 300 -2 and 300 -4 of the Standard
Specifications. Should material at the site be of insufficient quantity
additional material shall be provided in accordance with subsection 300 -5.2
of the Standard Specifications.
Fill material shall be amended with 1 P. to 2P. portland cement to meet the
requirements of soil - cement in accordance with subsection 30 1 -3.1 of the
Standard Specifications. Hand spreading of cement is acceptable. No curing
sealing is required.
602 -3.2 Measurement and Payment. Paragraphs 1 and 2 ofSubsections 300-
2.8 and 300 -2.9 and Subsections 300 -4.9 and 301 -3.1 .12 of the Standard
Specifications are hereby deleted and replaced with the following. No
separate measurement of or payment for excavation, fill nor cement treated
soils will be made and full compensation for excavation, fill and soil - cement
shall be included in compensation for earthwork as provided hereinafter.
Should material at the site be determined, by the Engineer, to be unsuitable
for the intended use, it's removal and disposal shall be paid for in accordance
with Section 3 of the Standard Specifications.
Should imported borrow be required it shall be paid for in accordance with
Section 3 of the Standard Specifications.
zm i• �••
602 -4.1 General. Back drains shall be constructed of PVC plastic pipe
meeting the minimum requirements of subsection 207 -17 of the Standard
Specifications. Perforated sections of drains shall be tightly wrapped with a
Cgeotextile fabric meeting the requirements of subsection 213 -2 of the
Standard Specifications. Construction of back drains shall be in conformance
with Section 306 of the Standard Specifications except that the bedding zone
( for perforated portions of the back drain shall be widened to provide for 2
cubic feet of granular bedding material per linear foot of drain pipe. Bedding
material shall consist of gravel meeting the requirements of subsection 200-
1 .3 of the Standard Specifications and having a gradation meeting the
requirements specified in the plan for Filter Material.
Portions of the back drain extending to the face of the slope shall be cut
parallel with and 4" beyond the face of the slope.
602 -4.2 Measurement and Payment. No separate measurement of or payment
for back drains will be made and full compensation for back drains in place
shall be included in compensation for earthwork.
SMINOVIN Me
The measurement and payment for earthwork will be made at the contract
unit price bid per cubic yard.
For the purposes of verifying payment quantities the Engineer will make
measurements of the areas that have been prepared to receive fill prior to
placement of fill. The contractor shall notify the Engineer 24 hours in
! advance to schedule such measurements. The quantities used in determining
c payment for earthwork shall be those of the completed earthwork within the
limits shown on the plans or as directed by the Engineer.
Payment shall include full compensation for all grading, shaping, amending
with cement, compacting or consolidating, or other work that is required
under this section.
C
A P P E N D I X n A n
PLAN
A P P E N D I X " A"
PLAN
A nI l %.A' nl 1 1-4c nAA
.4
f�
I
�1
oc
J
J
x
x
d
LLE
QL
EARTHWORK NOTES
1. THE ON-SITE CLEAN SOILS ARE SUITABLE FOR
USE AS FILL. ANY IMPORT MATERIALS THAT ARE TO BE
USED IN FILL SHALL BE APPROVED BY THE ENGINEER
PRIOR TO EXCAVATION FROM THE BORROW SITE AND
PRIOR TO PLACEMENT.
2. THE FILL SLOPE SHALL BE FOUNDED ON FIRM
COMPACTED FOUNDATION MATERIAL APPROVED BY
THE ENGINEER.
3 EXPOSED SURFACES TO RECEIVE FILL SHALL
BE SCARIFIED AND MOISTENED OR AIR DRIED, AS
APPROPRIATE, AND COMPACTED TO 90% OF THE
MATERIAL'S MAXIMUM DRY DENSITY PRIOR TO
PLACEMENT OF FILL.
4. THE SLOPE SHALL BE RECONSTRUCTED TO A
1.5:1 SLOPE.
5. ALL FILLS PLACED SHALL CONSIST OF A 1 % -2%
SOIL CEMENT MIXTURE PREPARED AND PLACED IN
ACCORDANCE WITH THE STANDARD SPECIFICATIONS
AND SPECIAL PROVISIONS.
6. SLOPE FACES SHALL BE COMPACTED TO 90%
RELATIVE COMPACTION.
7. PLACEMENT OF FILL SHALL BE CONTINUOUSLY
OBSERVED BY THE ENGINEER OR DESIGNATED
REPRESENTATIVE.
_ IERKA REIADH RDA-L-
RECONSTRUCT
SLOPE
I 1
N EX. SPRINK�XR LINGS � I /'' PRn/oSQD
1Y- TOQ d' $lo(7E
AT L1WfT3 vF ExUY4Tfp►J. 11 J —�--
L-INRS %14%lsT SE RrrSTADL_14"G -"
IN K1vD AT coMpL6T1oAj of 51
E�LUVAT1ok,. 50' vor
'1'Q'
pror.cr �><. Blcck �h
WA6L�WAUC LLG�
Fr.STRE� 1y4�4vv61�!lD�/
4
O�
Z/
ProaGT EK.
,r
PGNCQ IU PIACK
GENERAL NOTES
1 ALL CONSTRUCTION SHALL CONFORM TO THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION. ALL GRADING SHALL
CONFORM TO THE UNIFORM BUILDING CODE. LATEST
EDITION.
2 NO DESIGN SURVEY WAS PERFORMED FOR
THIS PROJECT. VERTICAL AND HORIZONTAL CONTROL
IS APPROXIMATE.
3 ALL QUANTITIES SHOWN ON THIS PLAN ARE
APPROXIMATE. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO INSPECT THE SITE AND PREPARE HIS
OWN ESTIMATE OF THE QUANTITIES OF WORK.
4 CONTRACTOR PERFORMING THIS WORK SHALL
POSSESS A CLASS 'A' CONTRACTOR'S LICENSE.
5 A SLOPE INVESTIGATION WAS MADE OF THE
SI IE. A REPORT OF THIS INVESTIGATION IS AVAILABLE
FOR REVIEW AT THE DIRECTOR'S OFFICE. TH IS
REPORT IS FOR THE BIDDER'S REFERENCE ONLY AND
IS NOT A PART OF THE CONTRACT FOR THIS WORK
APPROVED CITY OF MOORPARK: DESIGNED hA])M DRAWN -MprA CHECKED SLOPE FAILURE REPAIRS
--- - - - -- - - - - - -- -- - CITY OF
- - -- - - -- - PROJ. ENG. YliS�- RECOMMENDED - - T IERRA WADA ROAD �� 3
- - -- - - -- _ APPROVED
MOORPARK
R6-- DATE—'
- -- GRAAiNG Ire:
-- - ---- - --- - - - >�> -- TF CfTV FNw,Ff H R C E DATE ..
30702 - - - - --
.i.
TYPICAL SLOPE REPAIR DETAIL
15' typical
is I
I =1
i
\� X
Kt'
nuous benzh'.mg
_cal backd -iia
Geolabe•WeetlaY.e Village
0(OL00y AMO SOIL "GIMi(MIMQ
Sy
auaa a 8245
PLATE G51
APPROVED CITY OF R
M00 PARK:
TYPICAL
BACKDRAIN
Z SECTION PERPINOICULAR TO SLOPE
_rA _
1 1A' 4 7% f _
4 "0 Von- Perforated
Outlet Pipe
FILTER
. %LkTLRIALt :2
cu. ft. per
lin. ft.
4"$ Perforated
Pipe**
••v• tli aseter Pea /or atetl asvi +lt co+te0 Ct,P,
SC"' Ao vVt, A05(•1 to sock or Orin guar C) or other APVrov ea •aterlal. I
DETAIL, A -A! F—I, mirN
PLlter ^afar val I II
- We s(re f pa salrp
l• )OD = —
� /A, lI min
90 -It)Q —
1/e• w -goo
1a 2A -SD O"
►e is -ss
I]0 5 -is Suitable Backfill Free of
►5o 0 -7 Rocks or !lard Cemented Clods
1200 U-2
Altern.ta filter sa [anal aay oe pea
<lr..vel or crush:" rock, provid.a
filter faorLc 1s uses to enclose
tic "cast material. Pilfer Sao - �' -'-'� 1/� (leolaba- Westlake VlllAge
rLc encasing pea gravel or rock "--J- -i.:J
tli•lnal if the need for sock G(OIOGy aM0 eOlt (MGiM((I+IMO
]LOut tC . •aa+
DESIGNED LUMM I DRAWN rAPOPMROVED HECKED
DATE PROD. ENG. �" :.KYLESNDED —
_F."a
—
PLATE G52
CITY OF SLOPE FAILURE REPAIRS SHEU
MOORPARK THRA RFJADAROAD -OF_J
DRAWING '