HomeMy WebLinkAboutSpecification & Contract Documents_September 1990
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. COUNTY OF RIVERSIDE
OFFICE OF ROAD COMMISSIONER AND COUNTY SURVEYOR
SPECIFICATIONS AND CONTRACT DOCUMENTS
ASSESSMENT DISTRICT NO. 181
.
FOR CONSTRUCTION OF THE
36' TRUNK SEWER
ALONG
SANT A GERTRUDIS CREEK
AND
CROSSING 1-15
IN
TEMECULA, CALIFORNIA
SEPTEMBER 1990
W.O.# 88-8744
ADVERTISED FOR BIDS
APRIL 2, 1991
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TABLE OF CONTENTS
PAGE
Notice Inviting Bids
Instruction to Bidders
Al-3
Contractor's proposal
Bl-12
Bid Bond
Agreement
(Time For Completion: Agreement - Cll)
Cl-11
Performance Bond
Payment Bond
General Conditions
1-14
Definitions
SS
Definitions
Standard Specifications
Director of Transportation
Site Inspection
Protection of Premises
Change Orders
Substitution of Equals
Final Inspection - Notice of Completion
Termination of Contract
Payments and Monthly Estimates
Force Account Payment
Final Payment
Damages
Documents of Contractor
Responsibility of Contractor In Emergency
Labor Code
Obstructions
Insurance - Hold Harmless
Equal Employment Opportunity
Deposit of Securities
Assignment of Claims
Claims Resolution
1
2
3
4
5
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NOTICE INVITING BIDS
County of Riverside, herein called Owner, invites sealed
proposals for the construction of:
CONSTRUCT 36" TRUNK SEWER
ALONG SANTA GERTRUDIS CREEK AND CROSSING 1-15
ASSESSMENT DISTRICT , 161
W.O. , 68-8744
Proposals shall be delivered to the Riverside County
Transportation Department, 7th Floor, Riverside County
Administrative Center, 4080 Lemon Street, Riverside, California
92501, not later than 10:00 a.m., on Wednesday, April 24, 1991 ,
to be promptly opened in public at said address. Each proposal
shall be in accordance with plans, specifications, and other
. contract documents, dated Sept. 1990. Plans may be obtained
from the RANPAC Engineering Corporation, 27447 Enterprise Circle
West, Temecula, California 92390, telephone 714/676-7000 from
whom they may be obtained upon deposit of $75.00 per set. No
refund.
Pursuant to the Labor Code, the governing board of the Owner has
obtained from the Director of the Department of Industrial
Relations, State of California, his determinations of general
prevailing rates of per diem wages applicable to the work, and
for holiday and overtime work, including employer payments for
health and welfare, pensions, vacation and similar purposes, as
set forth on schedule which is on file at the principal office of
the owner, and which will be made available to any interested
person upon request.
The Contractor is required to have a Class "A" license at time
contract is awarded.
Dated:
April 2, 1991
Gerald A. Maloney, Clerk
By:
Deputy
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INSTRUCTIONS TO BIDDERS
1. Form of Proposal. The proposal must be made on the form
of Contractors' Proposal which is included in the Contract
Documents and must be completely filled in. dated and signed. If
provision is made for alternates, they must all be bid, unless
otherwise provided in the Special Provisions.
2. Bid Bond. The proposal must be accompanied by a 10% Bid
Bond, using the form provided in the Contract Documents, or by a
certified or cashier's check payable to the order of County in an
amount not less than 10% of the amount bid.
3. Submission of Proposal. A proposal must be submitted
in a sealed opaque envelope which clearly identifies the bidder
and the project. Bids must be received by the time and at the
place set forth in the Notice Inviting Bids and may be withdrawn
only as stated in the proposal.
4. Contract Documents. The complete Contract Documents are
identified in the Agreement. Potential bidders are cautioned
that the successful bidder incurs duties and obligations under
all of the Contract Documents and that they should not merely
examine the Plans and Specifications in making their bid.
5. License. To be considered, a potential bidder must have
the kind of license required under provisions of the California
Business and Professions Code for the work covered in this
proposal when his bid is submitted. This includes a joint
venture formed to submit a bid.
6. Quantities. The amount of work to be done or materials
to be furnished under the Contract as shown in the Contractor's
Proposal are but estimates and are not to be taken as an
expressed or an implied statement that the actual amount of work
or materials will correspond to the estimate.
County reserves the right to increase or decrease or to
entirely eliminate certain items from the work or materials to be
furnished if such action is found to be desirable or expedient.
Contractor is cautioned against the unbalancing of his bid
by prorating his overhead only into one or two items when there
are a number of items listed in the schedule.
7. Interpretation of Documents. Discrepancies, omissions,
ambiguities, requirements likely to cause disputes between trades
and similar matter shall be promptly brought to the attention of
the County, attention Director of Transportation. When
appropriate, Addenda will be issued by County. No communication
by anyone as to such matters except by an Addendum affects the
meaning or requirements of the Contract Documents.
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8. ADDENDA. County reserves the right to issue Addenda to
the Contract Documents at any time prior to the time set to open
bids. Each potential bidder shall leave with the County
Transportation Department his name and address for the purpose of
receiving Addenda to be mailed or delivered to such names at such
addresses. To be considered, a Contractor's Proposal must list
and take into account all issued Addenda.
9. Inspection of Site. Bidders must examine the site and
acquaint themselves with all conditions affecting the work. By
making his bid a bidder warrants that he has made such site
examination as he deems necessary as to the condition of the
site, its accessibility for materials, workmen and utilities and
ability to protect existing surface and subsurface improvements.
No claim for allowances - time or money - will be allowed as to
such matters.
10.
County
bidder.
Contract
Bonds.
requi res a
All Bonds
Documents.
In addition to the statutory Payment Bond,
lOO% Performance Bond from the successful
must be on County's forms contained in the
ll. Bids. Bids are required for the entire work. The
amount of the bid for comparison purposes will be the total of
all items. The total of unit basis items will be determined by
extension of the item price bid on the basis of the estimated
quantity set forth for the item.
The bidder shall set forth for each item of work in clearly
legible figures, an item price and a total for the item in the
respective spaces provided for this purpose. In the case of unit
basis items. the amount set forth under the "Total" column shall
be the extension of the item price bid on the basis of the
estimated quantity for the item.
In case of discrepancy between the item price and the total
set forth for the item. the item price shall prevail, provided,
however. if the amount set forth as an item price is ambiguous,
unintelligible or uncertain for any cause, or is omitted, or in
the case of unit basis items, is the same amount as the entry in
the "Total" column. then the amount set forth in the "Total"
column for the item shall prevail in accordance with the
following:
a. As to lump sum items. the amount set forth in the
"Total" column shall be the item price.
b. As to unit basis items, the amount set forth in the
"Total" column shall be divided by the estimated
quantity for the item and the price thus obtained shall
be the item price.
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12. Award of Contract. Any
subject to the receipt of monies
sale of bonds.
award of contract will be made
and proceeds from issuance and
The contractors shall execute the contract within ten (10)
days after being notified in writing of the award, and shall
commence construction within fifteen (15) days after he has been
notified in writing to proceed and shall complete all the work
and improvements within the time alloted in contract.
The Board of supervisors hereby reserves the right to reject
any and all proposals, to waive any irregularity, and to award
the contract to other than the lowest bidder. No bidder may
withdraw his bid for a period of ninety (90) days after the bid
opening.
13. Return of Guarantee. Bid bonds or checks of
unsuccessful bidders will be returned by mail when the executed
agreement and bonds are received by County. Bid Bonds of the
successful bidder will not be returned but is exonerated by its
execution and deli very of the Agreement and the bonds. If the
guarantee of the successful bidder is a check, it will be
returned at the time a Bid Bond would be exonerated.
14. Qualifications of Bidders. No award will be made to
any bidder who cannot give satisfactory assurance to the Board of
Supervisors as to his own ability to carry out the contract, both
from his financial standing and by reason of his previous
experience as a contractor on work of the nature contemplated in
the contract. The bidder may be required to submit his record of
work of similar nature to that proposed under these
specifications, and unfamiliarity with the type of work may be
sufficient cause for rejection of bid.
15. Subletting and Subcontracting. Bidders are required
pursuant to the Subletting and Subcontracting Fair Practices Act
(commencing with Section 4100 of the Public Contracts Code) to
list in their proposal the name and location of place of business
of each subcontractor who will perform work or labor or render
services in or about the construction of the work or improvement
or a subcontractor who specifically fabricates and installs a
portion of the work or improvement according to detailed drawings
contained in the Plans and Specifications in excess of 1/2 of 1%
of this prime contractor's total bid. Failure to list a
subcontractor for a portion of the work means that the prime
contractor will do that portion of the work. Section 4100.5 of
the Public Contracts Code does not apply to this project. It is
the County' s intent for the Subletting and Subcontracting Fair
Practice Act to apply to all phases of the work.
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CONTRACTOR'S PROPOSAL
TO: COUNTY OF RIVERSIDE
DATE:
hereafter called "County":
BIDDER:
(hereafter called "Contractor")
THE UNDERSIGNED, Contractor, having carefully examined the
site and the Contract Documents for the construction of
hereby proposes to construct the work in accordance with the
Contract Documents, including Addenda Nos.
for the amount stated in this Proposal.
By submitting this Proposal, Contractor agrees with County:
1. That unless withdrawn in person by Contractor or some
person authorized in writing by Contractor not by telephone or
telegram before the time specified in the Notice Inviting Bids
for the public opening of bids, this Proposal constitutes an
irrevocable offer for 30 calendar days after that date.
2. County has the right to reject any or all Proposals and
to waive any irregularities or informalities contained in a
. Proposal.
3. That the contract shall be awarded upon a resolution or
minute order to that effect duly adopted by the governing body of
County; and that execut ion of the Contract Documents shall
constitute a written memorial thereof.
4. To execute the Agreement and deliver the Faithful
Performance Bond and Payment Bond within 10 days after he is
notified that he has been awarded the Contract.
5. To submit to County such information as County may
require to determine whether a particular Proposal is the lowest
responsible bid submitted.
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6. That the accompanying certified or cashier's check or
Bid Bond is in an amount not less than 10% of the total bid
submitted and constitutes a guarantee that if awarded the
contract, Contractor will execute the Agreement and deliver the
required bonds within 10 days after notice of award. If
Contractor fails to execute and deliver said documents, the check
or bond is to be charged with the costs of the resultant damages
to County, including but not limited to publication costs, the
difference in money between the amount bid and the amount in
excess of the bid which it costs County to do or cause to be done
the work involved, lease and rental costs, additional salaries
and overhead, increased interest and costs of funding the
project, attorney expense, additional engineering and
architectural expense and cost of maintaining or constructing
alternate facilities occasioned by the failure to execute and
deliver said documents.
7. By signing this proposal the Contractor certifies that
the representations made therein are made under penality of
perjury.
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CONSTRUCT 36" TRUNK SEWER
ALONG SANTA GERTRUDIS CREEK AND CROSSING I-15
ASSESSMENT DISTRICT f 161
w.o. f 68-8744
PROPOSAL
ALTERNATE I
It is understood that the quantities shown hereon, except
for those quanti ties marked "PINAL" and "LUMP SUM", are but
estimates and that final payment will be based on the actual work
performed, subject to such adjustments and alternations as
elsewhere provided herein.
ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
1. L.S. Clearing & Grubbing
2. L.S. Furnishing &
Applying Water
3. 32,300 C.Y. Excavation
4. 62,500 C.Y. Import Prom
Borrow Site
5. 17,300 C.Y. Overexcavate &
Recompact
6. 12,7ll L.F. 36" VCP Sewer
7. 4,025 L.F. 30" VCP Sewer
8. 1,166 L.F. 2411 VCP Sewer
9. 16 L.F. 18" VCP Sewer
10. 65 L.F. 15" VCP Sewer
ll. 628 L.F. 12" VCP Sewer
12. 5 L.P. 10" VCP Sewer
13. 25 L.F. 8" VCP Sewer
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I PROPOSAL
(Continued)
I ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
I NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
14. 25 Each Standard Manholes
I 15. 39 Each Deep Manholes
(15' Over)
I 16. 10 Each Temp. End Plug
I 17. 9,606 L.F. Bedding (Class "B")
18. 331 L.F. Bedding (Class "BBII)
I 19. 5,980 L.F. Bedding (Class "e")
20. 1,250 L.F. Bedding (Class "D")
I 21. 655 L.F. Concrete Encasement
No.1 Per SA43
I 22. 803 L.F. Bore & Jack 60"
Steel Casing
I 23. 122 L.F. Bore & Jack 54"
Steel Casing
I 24. 30 L.F. Trench Install 54"
Steel Casing
25. 10 L.F. Trench Install 32"
I Steel Casing
26. 1 Each 60" Manhole
I 27. 3 Each Reconstruct Manholes
I 28. 1 Each Remove Existing
Manhole
29. I Each Abandon Exist. M.H.
I (Rem. Cone & Slurry
Backfill)
I 30. 2 Each Remove Existing 36"
Plug & Connect
I 31. 3 Each Slurry Backfill at M.H.
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I PROPOSAL
(Continued)
I ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
I NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
32. 444 L.F. Remove 15" VCP Sewer
I 33. 545 L.F. Abandon Exist. 15" VCP
(Crush In Place)
I 34. 275 L.F. Abandon & Slurry Fill
15" VCP Sewer
I 35. 61,900 S.F. Construct All Weather
Access Road
I 36. 5,637 L.F. Remove & Replace
Chain Link Fence
I 37. I Each Install EMWD
Marker Post
I 38. 40,531 S.F. Install CL 50 Armorflex
Channel Lining With
Geotextile (Nicolon
Filter Weave 70/20)
I 39. 900 S.F. Remove & Replace
A.C. Pavement
I 40. 201 C.Y. Blown Silica Sand
(Annular Space)
I 41. L.S. Detour Traffic Control
(Jefferson Avenue)
I 42. L.S. Detour Traffic Control
(Ynez Road)
I 43. 96 L.F. Remove Exist.
36" CML & C
44. 117 L.F. Slurry Fill
I Abandon 36" Waterline
45. 1 Each Install 36"x12"
I Steel Reducer
46. 2 Each Install 12" Wedge Valve
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PROPOSAL
(Continued)
ITEM ESTIMATED
NO. QUANTITY
47. 521
48. 4
49. 4
50. I
51. 8
52. I
53. 2
54. 213
55. 208
56. 185
57. 4
58. 550
59. 55
SUBTOTAL
DEDUCT
PROJECT TOTAL
Items I-59
"Wordsll
UNIT OF
MEASURE
L.F.
Each
Each
Each
Each
Each
Each
L.F.
L.F.
L.F.
Each
S.F.
C.Y.
ITEM
ITEM PRICES TOTAL
(IN FIGURES) (FIGURES)
Install 12"-12 GA.
Steel Full Weld
Waterline Highline
Install 12"-90 Degree
Steel Bend
Install 12"-45 Degree
Steel Bend
Install 24"x24"xI2" Tee
Install Thrust Block
Install Shear Ring
Cut & Weld Steel
Plates To Exist.,
36" Waterline to Remain
Concrete Encase
36" CML & C Waterline
18" RCP
24" RCP
Concrete Anchor
Mirafi 700 Blanket
W/9" No.3 Backing
(Protective Cover)
Riprap (1/4 Ton)
"Words"
IIWords"
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$
$
$
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CONSTRUCT 36" TRUNK SEWER
ALONG SANTA GERTRUDIS CREEK AND CROSSING 1-15
ASSESSMENT DISTRICT I 161
W.O. I 68-8744
PROPOSAL
ALTERNATE I I
It is understood that the quantities shown hereon, except
for those quantities marked "FINAL" and "LUMP SUM", are but
estimates and that final payment will be based on the actual work
performed, subject to such adjustments and alternations as
elsewhere provided herein.
ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
I. L.S. Clearing & Grubbing
2. L.S. Furnishing &
Applying Water
3. 32,300 C.Y. Excavation
4. 62,500 C.Y. Import From
Borrow Site
5. 17,300 C.Y. Overexcavate &
Recompact
6. 4,852 L.F. 36" VCP Sewer
7. 2,172 L.F. 30" VCP Sewer
8. 991 L.F. 24" VCP Sewer
9. 65 L.F. 15" VCP Sewer
10. 628 L.F. 1211 VCP Sewer
II. 5 L.F. 10" VCP Sewer
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I PROPOSAL
(Continued)
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ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
I NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
12. 25 L.F. 8" VCP Sewer
I
13. 1 Each 60" Manhole
I 14. 25 Each Standard Manholes
15. 39 Each Deep Manholes
I (15' Over)
16. 3 Each Slurry Backfill M.H.
I 17. 10 Each Temp. End Plug
18. 5,170 L.F. Bedding (Class "BtI)
I 19. 2,509 L.F. Bedding (Class "ell)
I 20. 803 L.F. Bore & Jack 60"
Steel Casing
21. 122 L.F. Bore & Jack 54"
I Steel Casing
22. 655 L.F. Concrete Encasement
I No.1 Per SA43
23. 2 Each Remove existing 36"
I Plug & Connect
24. 61,900 S.F. Construct All Weather
Access Road
I 25. 1 Each Remove Existing M.H.
I 26. 275 L.F. Abandon & Slurry Fill
15" VCP Sewer
I 27. 444 L.F. Remove 15" VCP Sewer
28. 545 L.F. Abandon 15" VCP
(Crush In Place)
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I PROPOSAL
(Continued)
I
ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
I NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
I 29. 30 L.F. Trench Install 54"
Steel Casing
30. 10 L.F. Trench Install 32"
I Steel Casing
31. 3 Each Reconstruct Exist. M.H.
I 32. I Each Abandon Exist. M.H.
(Rem. Cone & Slurry
I Backfill)
33. I Each Install EMWD
Marker Post
I 34. 5,637 L.F. Remove & Replace
Chain Link Fence
I 35. 40,531 S.F. Install CL 50 Armorflex
Channel Lining with
Geotextile (Nicolon
I Filter Weave 70/20)
36. 332 L.F. 36" Spirolite CL 160
I 37. 625 L.F. 36" Spirolite CL loa
I 38. 100 L.F. 36" Spirolite CL 63
39. 6,800 L.F. 36" Spiroli te CL 40
I 40. 705 L.F. 30" Spiroli te CL 63
41. 1,145 L.F. 30" Spirolite CL 40
I 42. 175 L.F. 24" Spi roli te CL 63
I 43. 9,263 L.F. Full Crushed Rock
Envelope Bedding
44. 201 C.Y. Blown Silica Sand
I (Annular Space)
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ITEM
NO.
45.
46.
47.
48.
49.
50.
51.
52.
53.
54.
55.
56.
57.
58.
59.
ESTIMATED
QUANTITY
60
900
213
96
117
1
2
521
4
4
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8
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UNIT OF
MEASURE
C.Y.
S.F.
L.S.
L.S.
L.F.
L.F.
L.F.
Each
Each
L.F.
Each
Each
Each
Each
Each
PROPOSAL
(Con tinued)
ITEM
Pressure Grouting
(Annular Space)
Remove & Replace
A.C. Pavement
Detour Traffic Control
(Jefferson Avenue)
Detour Traffic Control
(Ynez Road)
36" CML & C
Full Weld Waterline
Remove Exist.
36" CML & C
Slurry Fill
Abandon 36" Waterline
Install 36"x12"
Steel Reducer
Install 12" Wedge Valve
Install 12"-12 GA.
Steel Full Weld
Waterline Highline
Install l2"-90 Degree
Steel Bend
Install 12"-45 Degree
Steel Bend
Install 24"x24Ix12" Tee
Install Thrust Block
Install Shear Ring
BlO
ITEM PRICES TOTAL
(IN FIGURES) (FIGURES)
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PROPOSAL
(Continued)
ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
60. 2 Each Cut & Weld Steel
Plates to Exist.,
36" Waterline To Remain
61. 213 L.F. Concrete Encase
36" CML & C Waterline
62. 208 L.F. 18" RCP
63. 185 L.F. 24" RCP
64. 4 Each Concrete Anchor
65. 550 S.F. Mirafi 700 Blanket
Wig" No.3 Backing
(Protective Cover)
66. 55 C.Y. Riprap (1/4 Ton)
SUBTOTAL
$
IIWordsll
DEDUCT
$
"Words"
PROJECT TOTAL
Items 1-66
$
"Words"
Note: Prior to award of the contract the Contractor will be
required to submit revised unit prices, if applicable, to account
for the amount shown on the deduct line.
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BIDDER DATA:
Name of Bidder
Type of Organization
Person(s) Authorized to Sign for Bidder
Address
Phone
Contractor's License
Type & Number
Expiration Date
8. DESIGNATION OF SUBCONTRACTORS: Contractor submits the
following complete list of each subcontractor who will perform
work or labor or render service in or about the construction in
an amount in excess of 1/2 of l~ of the total bid.
PORTION OF THE WORK
SUBCONTRACTOR
ADDRESS
IN WITNESS WHEREOF Contractor executed this Proposal as of
the date set forth on Page 1.
TITLE
"Contractor"
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BID BOND
Recitals: 1.
"Contractor", has submitted his Contractor's Proposal to County
of Riverside, "County", for the construction of public work for
in accordance with a Notice Inviting Bids
of County dated
2.
a corporation, hereafter called "Surety", is
the surety of this Bond.
Agreement: We, Contractor as principal and Surety as surety,
jointly and severally agree and state as follows:
1. The amount of the obligation of this bond is 10%
of the amount of the Contractor's Proposal and inures to the
benefit of County.
2. This Bond is exonerated by (1) County rejecting
said Proposal or, in the alternate, (2) if said Proposal is
accepted, Contractor executes the Agreement and furnishes the
Bonds as agreed to in its Proposal, otherwise it remains in full
force and effect for the recovery of loss, damage and expense of
County resulting from failure of Contractor to act as agreed to
in its Proposal. Some types of possible loss, damage and expense
are specified in the Contractor's Proposal.
3. Surety, for value received, stipulates and agrees
that its obligations hereunder shall in no way be impaired or
affected by any extension of time within which County may accept
the Proposal and waives notice of any such extension.
4. This Bond is binding on our heirs, executors,
administrators, successors and assigns.
Dated:
By
By
Title: Attorney in Fact
"Surety"
Title:
"Contractors"
STATE OF CALIFORNIA )
SSe
COUNTY OF )
On before me personally appeared
known to me to be the person whose name is subscribed
to the within instrument as Attorney in Fact.
Notary Public
(Seal)
(NOTE: Affix corporate seals.)
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AGREEMENT
THIS AGREEMENT
is entered into at Riverside, California
and is between County of Riverside hereafter
hereafter called "Contractor".
on
called "County" and
WIT N E SSE T H
RECITALS:
1.
Proposal
Contractor has submitted to County his Contractor's
for the construction of County Project,
instrictaccordance
identified below and County has
with the Contract Documents
accepted said Proposal.
2. Contractor states that he has reexamined his Contractor's
Proposal and found it to be correct, has ascertained that his
subcontractors are properly licensed and possess the requisite
skill and forces, has reexamined the site and Contract Documents
and is of the opinion that he can presently do the work in accordance
with the Contract Documents for the money set forth in his Proposal
to be paid as provided in the Contract Documents.
AGREEMENT:
IT IS AGREED BY THE PARTIES AS FOLLOWS:
1. Contract Documents. The entire contract consists of the
following: (a) The Agreement. (b) The Notice Inviting Bids.
(c) The Instruction to Bidders. (d) The Contractor's Proposal.
(e) The Bid Bond. (f) The Payment Bond. (g) The Performance
Bond. (h) The General Conditions. (i) The Special Provisions.
(j) The Standard Specifications of the State of California Department
of Transportation edition of January 1988 as modified in other,
portions of the Contract Documents. (k) The Standard Plans of
the Department of Transportation identified on the plans or in
the Special Provisions. (1) The Plans. (m) Addenda Nos.
(n) The Determination of Prevailing Wage Rates for Public Work.
(0) Any Change Orders issued. (p) Any additional or supplemental
specifications, notice, instructions and drawings issued in
accordance with the provisions of the Contract Documents. All of
said Documents presently in existence are by this reference
incorporated herein with like effect as if here set forth in full
and upon the proper issuance of other documents they shall likewise
be deemed incorporated. The Bid Bond is exonerated upon execution
of this Agreement and the Payment Bond and Faithful Performance Bond.
2. The Work. Contractor shall do all things necessary to
construct the work generally descr ibed in Reci tal No. 1 in accordance
with the Contract Documents.
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CONSTRUCT 36" TRUNK SEWER
ALONG SANTA GERTRUDIS CREEK AND CROSSING I-15
ASSESSMENT DISTRICT f 161
w.o. f 68-8744
AGREEMENT
ALTERNATE I
It is understood that the quantities shown hereon, except
for those quantities marked "FINAL" and "LUMP SUM", are but
estimates and that final payment will be based on the actual work
performed, subject to such adjustments and alternations as
elsewhere provided herein.
ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
1. L.S. Clearing & Grubbing
2. L.S. Furnishing &
Applying Water
3. 32,300 C.Y. Excavation
4. 62,500 C.Y. Import From
Borrow Site
5. 17,300 C.Y. Overexcavate &
Recompact
6. 12,711 L.F. 36" VCP Sewer
7. 4,025 L.F. 30" VCP Sewer
8. 1,166 L.F. 24" VCP Sewer
9. 16 L.F. 18" VCP Sewer
10. 65 L.F. 15" VCP Sewer
ll. 628 L.F. 12" VCP Sewer
12. 5 L.F. 10" VCP Sewer
13. 25 L.F. 8" VCP Sewer
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I AGREEMENT
(Continued)
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ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
I NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
I 14. 25 Each Standard Manholes
15. 39 Each Deep Manholes
(15' Over)
I 16. 10 Each Temp. End Plug
I 17. 9,606 L.F. Bedding (Class "B")
18. 331 L.F. Bedding (Class "BB")
I 19. 5,980 L.F. Bedding (Class lien)
20. 1,250 L.F. Bedding (Class "0")
I 21. 655 L.F. Concrete Encasement
No.1 Per SA43
I 22. 803 L.F. Bore & Jack 60"
Steel Casing
I 23. 122 L.F. Bore & Jack 54"
Steel Casing
I 24. 30 L.F. Trench Install 54"
Steel Casing
I 25. 10 L.F. Trench Install 32"
Steel Casing
26. 1 Each 60" Manhole
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27. 3 Each Reconstruct Manholes
I 28. 1 Each Remove Existing
Manhole
I 29. 1 Each Abandon Exist. M.H.
(Rem. Cone & Slurry
Backfill)
I 30. 2 Each Remove Existing 36"
Plug & Connect
I 31. 3 Each Slurry Backfill at M.H.
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I AGREEMENT
(Continued)
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ITEM ESTIMATED UNIT OF ITf PRICES TOTAL
I NO. QUANTITY MEASURE ITEM (I FIGURES) (FIGURES)
32. 444 L.F. Remove 15" VCP Sewer
I 33. 545 L.F. Abandon Exist. 15" VCP
(Crush In Place)
I 34. 275 L.F. Abandon & Slurry Fill
15" VCP Sewer
I 35. 61,900 S.F. Construct All Weather
Access Road
I 36. 5,637 L.F. Remove & Replace
Chain Link Fence
I 37. 1 Each Install EMWD
Marker Post
I 38. 40,531 S.F. Install CL 50 Armorflex
Channel Lining With
Geotext ile (Nicolon
Filter Weave 70/20)
I 39. 900 S.F. Remove & Replace
A.C. Pavement
I 40. 201 C.Y. Blown Silica Sand
(Annular Space)
I 41. L.S. Detour Traffic Control
(Jefferson Avenue)
I 42. L.S. Detour Traffic Control
(Ynez Road)
I 43. 96 L.F. Remove Exist.
36" CML & C
I 44. 117 L.F. Slurry Fill
Abandon 36" Waterline
45. I Each Install 36"x12"
I Steel Reducer
46. 2 Each Install 12" Wedge Valve
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I AGREEMENT
(Continued)
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ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
I NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
47. 521 L.F. Install 12"-12 GA.
I Steel Full Weld
Waterline Highline
I 48. 4 Each Install 12"-90 Degree
Steel Bend
I 49. 4 Each Install 12"-45 Degree
Steel Bend
50. I Each Install 24"x24"x12" Tee
I 51. 8 Each Install Thrust Block
I 52. I Each Install Shear Ring
53. 2 Each Cut & Weld Steel
I Plates To Exist.,
36" Waterline to Remain
54. 213 L.F. Concrete Encase
I 36" CML & C Waterline
55. 208 L.F. 18" RCP
I 56. 185 L.F. 24" RCP
I 57. 4 Each Concrete Anchor
58. 550 S.F. Mirafi 700 Blanket
1'1/9" No.3 Backing
I (Protective Cover)
59. 55 C.Y. Riprap (1/4 Ton)
I SUBTOTAL $
I "Wordsll
DEDUCT $
"Words"
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PROJECT TOTAL $
I Items 1-59 IIWords"
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CONSTRUCT 36" TRUNK SEWER
ALONG SANTA GERTRUDIS CREEK AND CROSSING 1-15
ASSESSMENT DISTRICT t 161
w.o. f 68-8744
AGREEMENT
ALTERNATE II
It is understood that the quantities shown hereon, except
for those quantities marked "FINAL" and "LUMP SUM", are but
estimates and that final payment will be based on the actual work
performed, subject to such adjustments and alternations as
elsewhere provided herein.
ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
1. L.S. Clearing & Grubbing
2. L.S. Furnishing &
Applying Water
3. 32,300 C.Y. Excavation
4. 62,500 C.Y. Import From
Borrow Site
5. 17,300 C.Y. Overexcavate &
Recompact
6. 4,852 L.F. 36" VCP Sewer
7. 2,172 L.F. 30" VCP Sewer
8. 991 L.F. 24" VCP Sewer
9. 65 L.F. 15" VCP Sewer
10. 628 L.F. 12" VCP Sewer
11. 5 L.F. 10" VCP Sewer
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I AGREEMENT
(Continued)
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ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
I NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
12. 25 L.F. 8" VCP Sewer
I 13. 1 Each 60" Manhole
I 14. 25 Each Standard Manholes
15. 39 Each Deep Manholes
I (15 . Over)
16. 3 Each Slurry Backfill M.H.
I 17. 10 Each Temp. End Plug
18. 5,170 L.F. Bedding (Class liB")
I 19. 2,509 L.F. Bedding (Class "C" )
I 20. 803 L.F. Bore & Jack 60"
Steel Casing
21. 122 L.F. Bore & Jack 54"
I Steel Casing
22. 655 L.F. Concrete Encasement
I No.1 Per SA43
23. 2 Each Remove existing 36"
I Plug & Connect
24. 61,900 S.F. Construct All Weather
Access Road
I 25. 1 Each Remove Existing M.H.
I 26. 275 L.F. Abandon & Slurry Fill
15" VCP Sewer
I 27. 444 L.F. Remove 15" VCP Sewer
28. 545 L.F. Abandon 15" VCP
(Crush In Place)
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I AGREEMENT
(Continued)
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ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
I NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
29. 30 L.F. Trench Install 54"
I Steel Casing
30. 10 L.F. Trench Install 32"
I Steel Casing
31. 3 Each Reconstruct Exist. M.H.
I 32. I Each Abandon Exist. M.H.
(Rem. Cone & Slurry
I Backfill)
33. 1 Each Install EMWD
Marker Post
I 34. 5,637 L.F. Remove & Replace
Chain Link Fence
I 35. 40,531 S.F. Install CL 50 Armorflex
Channel Lining With
Geotextile (Nicolon
I Filter Weave 70/20)
36. 332 L.F. 36" Spi roli te CL 160
I 37. 625 L.F. 36" Spirolite CL 100
I 38. 100 L.F. 36" Spirolite CL 63
39. 6,800 L.F. 36" Spi rolite CL 40
I 40. 705 L.F. 30" Spi roli te CL 63
41. 1,145 L.F. 30" Spirolite CL 40
I 42. 175 L.F. 24" Spiroli te CL 63
I 43. 9,263 L.F. Full Crushed Rock
Envelope Bedding
44. 201 C.Y. Blown Silica Sand
I (Annular Space)
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I AGREEMENT
(Continued)
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ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
I NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
45. 60 C.Y. Pressure Grouting
I (Annular Space)
46. 900 S.F. Remove & Replace
I A.C. Pavement
47. L.S. Detour Traffic Control
I (Jefferson Avenue)
48. L.S. Detour Traffic Control
I (Ynez Road)
49. 213 L.F. 36" CML & C
Full Weld Waterline
I 50. 96 L.F. Remove Exist.
36" CML & C
I 51. 117 L.F. Slurry Fill
Abandon 36" Waterline
I 52. 1 Each Install 36"x12"
Steel Reducer
I 53. 2 Each Install 12" Wedge Valve
54. 521 L.F. Install 12"-12 GA.
I Steel Full Weld
Waterline Highline
55. 4 Each Install l2"-90 Degree
I Steel Bend
56. 4 Each Install 12"-45 Degree
I Steel Bend
57. 1 Each Install 24"x24"x12" Tee
I 58. 8 Each Install Thrust Block
59. I Each Install Shear Ring
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AGREEMENT
(Continued)
ITEM ESTIMATED UNIT OF ITEM PRICES TOTAL
NO. QUANTITY MEASURE ITEM (IN FIGURES) (FIGURES)
60. 2 Each Cut & Weld Steel
Plates to Exist.,
36" Waterline To Remain
61. 213 L.F. Concrete Encase
36" CML & C Waterline
62. 208 L.F. 18" RCP
63. 185 L.F. 24" RCP
64. 4 Each Concrete Anchor
65. 550 S.F. Mirafi 700 Blanket
W/9" No.3 Backing
(Protective Cover)
66. 55 C.Y. Riprap (1/4 Ton)
SUBTOTAL
$
"Words"
DEDUCT
$
"Words"
PROJECT TOTAL
Items 1-66
$
"Words"
Note: Pr ior to award of the contract the Contractor will be
required to submit revised unit prices, if applicable, to account
for the amount shown on the deduct line.
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3. Liquidated Damages and Time of Completion. Attention is
directed to the provisions in Section 8-1.03, "Beginning of Work"
in Section 8-1. 06, "Time of Completion", and in Section 8-1. 07,
"Liquidated Damages", of the Standard Specifications and these
Special Provisions.
In lieu of the provisions of the first paragraph of Section
8-1.03 of the Standard Specifications, the Contractor shall begin
work within 15 days of the date stated within the written "Notice
to Proceed".
The Contractor shall diligently prosecute the work to completion
before the expiration of 125 working days from the date stated
in the "Notice to Proceed".
The Contractor shall pay to the County of Riverside the sum
of $1,000.00 dollars per day, for each and every calendar day's
delay in finishing the work in excess of the number of working
days prescribed above.
4. Compensation. Contractor shall be paid in the manner
set forth in the Contract Documents the amount of his Proposal as
accepted by County, the above rates, subject to additions and
deductions as provided in the Contract Documents. Said Proposal
is on file in the Office of the Clerk of the Board of Supervisors
of County.
IN WITNESS WHEREOF the parties hereto have executed this
agreement as of the date set forth on Page 1 of this Agreement.
BY
TITLE:
ATTEST:
TITLE:
"Contractor"
COUNTY OF RIVERSIDE
BY
Chairman, Board of Supervisors
ATTEST:
Gerald A. Maloney, Clerk
BY
"County"
(Seal)
Deputy
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PERFORMANCE BOND
Recitals:
1.
Agreement dated
for construction
(Contractor) has entered into an
with COUNTY OF RIVERSIDE (County)
of public work known as
2. , a
(Surety), is the Surety under this Bond.
corporation
Agreement:
We, Contractor, as Principal, and Surety, as Surety, jointly
and severally agree, state, and are bound unto County, as obligee,
as follows:
1. The amount of the obligation of this Bond is 100% of the
estimated contract price for the Project of $ and inures
to the benefit of County.
2. This Bond is exonerated by Contractor doing all things
to be kept and performed by it in strict conformance with the
Contract Documents for the Project, otherwise it remains in full
force and effect for the recovery of loss, damage and expense of
County resulting from failure of Contractor to so act. All of
said Contract Documents are incorporated herein.
3. This obligation is binding on our successors and assigns.
4. For value received, Surety stipulates and agrees that no
change, time extension, prepayment to Contractor, alteration or
addition to the terms and requirements of the Contract Documents
or the work to be performed thereunder shall affect its obligations
hereunder and waives notice as to such matters, except the total
contract price cannot be increased by more than 10% without
approval of Surety.
THIS BOND is executed as of
By
By
By
Type Name
Its Attorney in Fact
"Surety"
Title
"Contractor"
Note: This Bond must be executed by both parties with corporate
seal affixed. All signatures must be acknowledged.
(Attached acknowledgements).
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PAYMENT BOND
(Public Work - Civil Code 3247 et seq.)
The makers of this Bond are , as Principal
and Original Contractor and ,
a corporation, authorized to issue Surety Bonds in California, as
Surety, and this Bond is issued in conjunction with that certain
public works contract dated , between Principal and
COUNTY OF RIVERSIDE a public entity, as Owner, for $ , the
total amount payable. THE AMOUNT OF THIS BOND IS ONE HUNDRED PERCENT
OF SAID SUM. Said contract is for public work generally consisting
of
The beneficiaries of this Bond are as is stated in 3248 of the
Civil Code and requirements and conditions of this Bond are as is
set forth in 3248, 3249, 3250 and 3252 of said code. Without notice,
Surety consents to extension of time for performance, change in
requirements, amount of compensation, or prepayment under said
contract.
DATED:
Original Contractor - Principal
By
Surety
By
Title
(If corporation, affix seal)
Its Attorney In Fact
(Corporate Seal)
STATE OF CALIFORNIA
COUNTY OF
)
) ss
SURETY' 5 ACKNOWLEDGEMENT
on before me personally appeared
, known to me to be the person whose
name is subscribed to the within instrument as attorney in fact
of , a corporation, and acknowledged that he
subscribed the name of said corporation thereto, and his own name
as its attorney in fact.
Notary Public (Seal)
Riverside County Counsel
Approved Form 3-14-74
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GENERAL CONDITIONS
SS 1. DEFINITIONS:
1. "County", "Contractor", and "Contract Documents" are
identified in the Agreement. "County" and "Contractor" includes
thei r author ized representatives are treated throughout as if
each were singular in number. "Contractor" includes its surety.
2. "Engineer" and "Director of Transportation" means County
Surveyor and Director of Transportation for the County of
Riverside, and includes his authorized representatives.
3. "Plans" means the portion of the Contract Documents
consisting of all drawings prepared for the direction and charac-
teristics of the work. A schedule of said drawings which
constitutes the plans as of the execution of the Agreement is set
forth in the Special provisions and are supplemented by the
Standard Plans referred to in the Special Provisions.
4. "State of California", "Department of Transportation"
and "Director of Transportation", means the County of Riverside.
SS 2. STANDARD SPECIFICATIONS:
The Standard Specifications of the State of California
Department of Transportation, edition of January 1988 hereafter
called "Standard Specifications", are incorporated herein as
modified in these General Conditions, the Special provisions and
the Plans.
The following subsections of the Standard Specifications are
deleted:
1-1.13, 1-1.15, 1-1.18, 1-1.19, 1-1.25, 1-1.37, 1-1.40, 2-1.01,
2-1.05, 2-1.07, 2-1.095, 5-1.14, 7-1.165, 8-1.0l, 8-l.03, 9-1.05,
9-1.06, 9-1.065, 9-1.07, 9-1.07A, 9-1.078, 9-1.10.
Section 3 of the Standard Specifications is deleted.
The following deletions and additions are made from the
following subsections of the Standard Specifications.
Subsection 5-1.04, add to the second paragraph at its end
the following sentence: "The General Conditions govern over all
of the Contract Documents except the Special Provisions, the
Agreement and Bonds."
Subsection 7-1.01A (2), strike the last sentence of the
second paragraph and in its place read: "These wage rates are on
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file in the Office of the County Clerk and are a part of the
Contract."
Subsection
Transportation"
Riverside".
for "Director" read "Director
for last reference read "County
of
of
7-1.15,
except
Subsection 7-1.16, delete references to Subsection 7-1.165.
Subsection 8-1.06, strike the last paragraph.
Subsection 8-1.08, strike "as provided in the State Contract
Act" .
SS 3. DIRECTOR OF TRANSPORTATION:
All work shall be done under the supervlslon of the Director
of Transportation who shall determine the amount, quality,
acceptability and fitness of all parts of the work, and interpret
the Contract Documents. No act or omission of the Director of
Transportation relieves Contractor of the duty to proceed with
the work in strict conformity with the Contract Documents.
Upon request, Director of Transportation shall reduce to
writing any oral order, objection, requirement or determination.
Whenever Director of Transportation's approval is requi red it
shall be in writing only.
All communications to County by Contractor shall be via
Director of Transportation.
No work shall be performed on site other than during normal
working hours without the knowledge and consent of Director of
Transportation.
When in Director of Transportation's opinion, weather or
other conditions are such that attempts to perform a portion of
the work will probably result in work not in accordance with the
Contract Documents, he shall so advise Contractor. When
Contractor advises Director of Transportation that he intends to
proceed despite such advise, he does so at his peril. The
Director of Transportation may then order Contractor, in writing
which specifies the portion of the work involved and the
conditions warranting the issuance of the order, not to proceed
on such portion of the work if (1) proceeding will in his
judgment have an adverse effect on Contractor's ability to
complete the work wi thin the stipulated time per iod, or (2)
proceeding will in his judgment necessitate unusual tests and
procedures to ascertain whether said portion of the work is in
accordance with the Contract Documents. Contractor shall comply
with such orders at its expense.
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Nothing herein contained relieves Contractor from the duty
to make independent determinations as to weather and other
conditions affecting the proper completion of the work. Failure
for any reason of Director of Transportation to advise Contractor
as to such matters, or to issue an order as above provided, does
not relieve Contractor from the duty to accomplish the work in
accordance with the Contract Documents.
As stated elsewhere, amounts shown in the Proposal and
Agreement as to quantities are but estimates only. From time to
time Director of Transportation shall direct Contractor as to the
prosecut ion of the work in such a manner as to increase or
decrease such estimates as to the work actually to be done.
Contractor shall comply with such instructions and shall be paid
only for work actually done based on the unit price set out in
the Agreement.
SS 4. SITE INSPECTION - EFFECT OF OTHER IMPROVEMENTS SHOWN
AND CONTRACTOR PROCEDURE:
Elsewhere in the Contract Documents reference may be made,
graphically, descriptively or both, to the existence or possible
existence of other improvements affecting the site and the
prosecution of the work such as surface and subsurface utilities,
drainage di tches and courses, buildings, fencing, retaining
walls, roadways, curbs, trees, shrubs, and similar matters. Such
matters are included to be used by Contractor to the extent he
deems appropriate. However, it is expressly understood and
agreed:
1. Showing or descr ibiog such items does not mean that it
is an exhaustive and conlplete presentation and that as to matters
shown or described that they necessarily exist.
2. All graphic presentations are schematic only unless the
contrary is clearly set out elsewhere as to a particular matter.
3. Whenever in the
boundar ies of the site are
Contractor may assume that
with acceptable standards.
plans survey markers are shown,
shown or contour lines are shown,
such matters are shown in accordance
All improvements of the nature above described, whether
elsewhere shown or described or not, shall, unless the contrary
is elsewhere specifically directed, remain in place, undisturbed
and suitably protected during the course of the work.
Whenever during the course of the work a subsurface
improvement is discovered which Contractor believes is unknown to
County, he shall immediately so inform Director of
Transportation. Except as elsewhere provided, whenever in the
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course of the work it becomes apparent that the work cannot
proceed with out the destruction or relocation of any
improvement, whether shown or described or not, Contractor shall
immediately cease work affecting such improvements and notify
Director of Transportation as to such circumstance and await
instructions as to how to proceed.
4. The Contractor shall be required to cooperate fully with
all utility forces or forces of other public agencies engaged in
relocation, lowering, altering or otherwise rearranging any
facilities interfering with the progress of work or installing
any facilities thereon.
The Contractor will also be required to cooperate fully with
any County or State forces working on or near the project, or
requiring access to the work in the performance of their duties,'
SS 5. USE OF AND PROTECTION OF PREMISES AND REMOVAL OF DEBRIS:
At his expense Contractor shall:
1. Take every precaution against injuries to persons or
damage to property.
2. Comply wi th regulations governing the use of the
property.
3. Store and sui tably protect his apparatus, equipment,
materials and supplies in an orderly fashion on site.
4. Place on the work only such loads as are consistent with
the safety of the work.
5. Effect all cutting. fitting, or patching of his work
required to make it conform to the Plans and Specifications and
interrelate with other improvements or except with the consent of
Director of Transportation, cut or otherwise alter existing
improvements.
6. Protect and preserve established bench marks and
monuments, make no changes in the location of such without the
prior written approval of County, replace and relocate any of
them which may be lost or destroyed or which require shifting
because of necessary changes in grades or locations. All
replacement and relocation work shall be accomplished only after
approval of County and under the direct supervision and
instruction of Director of Transportation.
7. Before final payment remove all
work, temporary structures, debris, and
from his operations from the site and
surplus
similar
to put
materials, false
matter resulting
the site in an
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orderly condition.
8. Construct, operate and maintain all passageways, guard
fences, lights, barricades and other facilities required for
protection by State or municipal laws and regulations and local
conditions during the course of the work.
9. Guard County's property from injury or loss.
10. Take all reasonable precautions for dust and noise
control and generally conduct operations so as not to constitute
a nuisance.
II. The Contractor shall be responsible for the protection
of existing signs, fences, concrete curb and gutter and other
highway facilities which may be encountered in the roadway. The
replacement or repair of any facilities which the County deems
necessary as a resul t of the Contractor's operations shall be
done by the Contractor at his own expense and to the satisfaction
of the County Transportation Department.
SS 6. CHANGE ORDERS - DETAIL DRAWINGS AND INSTRUCTIONS:
Reference
Specifications
subsections the
is made to 4-1.03 and 4-1.03A of the
regarding change orders. Wherever
word "Engineer" appears read "County".
Standard
in these
Each approved change order shall be considered as an
amendment to the Contract Documents and will not be considered
approved until executed by the Board of Supervisors, except
Director of Transportation can approve certain change orders
without the necessity of approval by the Board as provided in a
Resolution of the Board adopted April 23, 1974.
The above does not limit the ability of Director of
Transportation to issue further detail drawings, explanations and
instructions which are customarily given by an Engineer during
the course of similar work. Director of Transportation will
furnish Contractor with reasonable promptness such further
detai led explanations, ins t ruct ions and draw i ngs as may be
necessary for the proper execution of the work, and Contractor
shall conform to same provided they are consistent with the
intent of the Contract Documents. In giving such additional
instructions, explanations and drawings Director of
Transportation has authority to make minor changes in the work
which do not involve extra cost and are not inconsistent with the
Contract Documents.
Contractor's acti ng on such inst ruct ions, explanations and
drawings of Director of Transportation means that Contractor
agrees that such explanations, instructions and drawings are
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within the scope of the work in accordance with the intent of the
Contract Documents and do not constitute a basis for modification
of the Contract Documents as to price or time.
SS 7. BRAND OR TRADE NAME - SUBSTITUTE OF EQUALS:
Reference is made to Section 3400 of the Public Contracts
Code, which is by this reference incorporated herein with like
effect as if here set forth in full.
If a potential bidder believes he knows of an equal to a
specified brand or trade name which is not mentioned in the
Contract Documents, then such potential bidder may so advise
Director of Transportation and the District of such fact, giving
all relevant information. If appropriate, an addendum will be
issued as to the alleged equal provided that such issuance may be
accomplished at least 5 days before the time fixed for opening
bids.
Unless the subject article or product is expressly
designated for matching others in use in a particular public
improvement either completed or in the course of completion, any
bidder may, as part of its bid proposal, include a request for
substitution of an item equal to any specified by brand or trade
name.
Within 35 calendar days after award of the contract,
Contractor may submit to Director of Transportation and the
District data substantiating such a request, and the difference,
if any, in cost. The District shall promptly determine whether
the substitute is equal in every respect to the item specified,
and approve or deny the request accordingly, and shall notify
Director of Transportation of the determination made, who shall
advise Contractor in writing of the decision. Unless the request
is granted, substitution will not be permitted.
Nothing herein shall Authorize a change in the contract
price or prevent the use of change orders in the manner provided
elsewhere in the Contract Documents.
SS 8. FINAL INSPECTION - NOTICE OF COMPLETION:
When the work is ready for final inspection County shall
cause the work to be inspected and subjected to such tests as
seem to it to be required for the purpose of determining if the
work is complete in every respect.
At a meeting of the governing body of County held within 10
days after final inspection, the governing body shall consider
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the facts developed at the inspection. If it is found that the
work is apparently complete in every respect, County will accept
the work and a notice of completion will be recorded.
As between the parties, the recordation of the Notice of
Completion, unless recorded because of a cessation of labor,
means only that the time for final payment and the commencement
of the guarantee period commences to run.
SS 9. COUNTY'S RIGHT TO STOP WORK OR TERMINATE THE CONTRACT:
(I) Contractor shall be adjudged bankrupt or make an
assignment for the benefit of credi tors, or (2) a receiver or
liquidator is appointed for Contractor or any of his property, or
(3) Contractor shall refuse or fail after Notice of Warning from
County by Director of Transportation to supply sufficient
properly skilled workmen or suitable materials, or (4)
Contractor fails to prosecute the work wi th such diligence as
will insure its completion within the stipulated time period, or
(5) Contractor shall fail to make payments to persons supplying
labor or mater ials for the work, or (6) Contractor does not
comply with applicable law or instructions of Director of
Transportation, or (7) Contractor is otherwise guilty of a
substantial violation of any provision of the Contract Documents,
then County without prejudice to such other and further right,
remedy or relief it may be entitled to, may by 10 days notice to
Contractor, terminate the employment of Contractor and his right
to proceed, either as to the entire work, or at County's option,
as to any portion thereof as to which delay shall have occurred
or breach or miscompliance relates, and may thereupon take
possession of the affected work and complete the work by contract
or otherwise, as County deems expedient. In such case Contractor
shall not be entitled to receive any further payment until the
work is finished. If the unpaid balance shall exceed the expense
of completion, and other damage, expense or loss of County
occasioned by Contractor's failure to properly perform, such
excess shall be paid Contractor. If such expense and damage
exceeds the unpaid balance, Contractor is liable to County for
the excess. If County elects to proceed under this Section, it
may take possession of and utilize in completing the work such
materials, supplies, plant and equipment on site which may be
necessary or convenient for the purpose of completing the work,
County is expressly granted the right - acting via Director of
Transportation, an engineer or otherwise - to operate equipment
and machinery on site for the purpose of determining whether it
has a basis for proceeding under this section.
Decision by County not to proceed under this Sect ion does
not constitute a waiver by County of any right it might from time
to time have against Contractor under the Contract Documents.
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SS 10. PAYMENT AND MONTHLY ESTIMATES:
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Director of Transportation, once each month, after said work
is commenc.ed and until after the completion and acceptance
thereof, shall make and deliver to Contractor duplicate
certificates stating the value of work then completed according
to the contract, estimated according to the standard of the unit
contract price, and thereupon Contractor shall be paid an amount
sufficient with all previous payments to make the aggregate
ninety percent (90%) of the amount earned as certified.
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The partial payments made as the work progresses will be
payment on account on work performed as of the 25th of the month
and shall in no way be considered as an acceptance or any part of
the work or material of the contract, nor shall they in any way
govern the final estimate. No such estimate or payment shall be
made when in the judgment of the Director of Transportation the
total value of the work done since the last estimate amounts to
less than $300.
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SS II. PAYMENT FOR EXTRA WORK (FORCE ACCOUNT BASIS):
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Extra work to be paid for on a force account basis as
directed by the Engineer will be paid for as set forth in Section
9-1.03 of the Standard Specifications. The labor surcharge,
equipment rental rates and the right of way delay factors for
each classification of equipment are listed in the Department of
Transportation publication entitled Labor Surcharge and Equipment
Rental Rates. A copy of which is on file at the Office of the
Director of Transportation and is hereby incorporated herein in
its entirety.
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SS
12. FINAL PAYMENT:
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Within thirty (30) days after the completion of the work and
its acceptance by the Board of Supervisors, Director of
Transportation will make a proposed final estimate in writing of
the quantities of work done under the contract and the value of
such work and will subnl1 L such estimate to Contractor. within
thirty (30) days thereafter Contractor shall submit to Director
of Transportation his wr i tten approval of said proposed final
estimate or a written statement of all claims ~Ihich he has for
additional compensation claimed to be due under the contract.
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On Contractor's approval or if he files no claims within
said period of thirty (30) days, Director of Transportation will
issue a final written estimate as submitted to Contractor and
County shall pay the entire sum so found to be due after
deducting therefrom all previous payments and all amounts to be
kept and all amounts to be retained under the provisions of the
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contract.
If Contractor within said period of thirty (30) days files
claims, Director of Transportation will issue as a semi-final
estimate the proposed estimate submitted to Contractor and the
County will within thirty (30) days pay the sum found due thereon
after deducting all prior payments and all amounts to be kept and
retained under the provisions of the contract, Director of
Transportation shall then consider and investigate Contractor's
claims and shall make such revisions in the said estimate as he
may find to be due, and shall then make and issue his final
written estimate. County will pay the amount so found due after
deducting all previous payments and amount to be retained under
the contract.
All prior or partial estimates and payments shall be
subjected to correction in the final estimate and payment.
The final estimate shall be conclusive and binding against
both parties to the contract on all questions relating to the
performance of the contract and the amount of work done
thereunder and compensation therefore, except in the case of
gross error. Acceptance of final payment constitutes a release
of County by Contractor of all claims relating to the work.
SS 13. DAMAGES:
Contractor acknowledges that failure to perform in strict
accordance with the Contract Documents will cause County to
suffer special damages in addition to cost of completion of the
work in accordance with the provisions of the Contract Docu-
ments. Such special damage could include, but is not limited to,
lease and rental cost, additional salaries and overhead, interest
during construction, attorney expense, additional engineering,
and inspection expense and cost of maintaining or constructing
alternate facilities.
SS 14. DOCUMENTS OF CONTRACTOR:
Upon demand, Contractor shall make available to County all
documents in its possession relevant to the work accomplished or
to be accomplished or any demand or claim of Contractor as to
County. This includes copies of documents sent by Contractor or
others in its possession. Contractor shall further make
available to County conformed copies of all documents submitted
to the sureties who executed the Bid Bond, Faithful Performance
Bond or Payment Bond for the purpose of obtaining the sureties'
signature, including any guarantee or indemnification made to
such surety by others for such purpose. Contractor shall
maintain in his possession all documents relative to the work for
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three years after Notice of Completion.
SS 15. RESPONSIBILITY OF CONTRACTOR TO ACT IN AN EMERGENCY:
In case of an emergency which threatens loss or injury to
property or life, Contractor shall act without previous
instructions as the situation may warrant. Contractor shall
notify Director of Transportation immediately thereafter. Any
compensation claimed by Contractor, together with substantiating
documen ta t ion shall be submi t ted to County via Di rector of
Transportation.
SS 16. LABOR CODE:
Reference is made to Chapter 1, Part 7, Division 2 of the
California Labor Code (commencing with Section 1720). By this
reference said Chapter I is incorporated herein with like effect
as if it were here set forth in full. The parties recognize that
said Chapter 1 deals, among other things with discrimination,
penalties and forfeitures, their disposition and enforcement,
wages, working hours, and securing worker's compensation
insurance and directly effect the method of prosecution of the
work by Contractor and subject it under certain conditions to
penalties and forfeitures. Execution of the Agreement by the
parties constitutes their agreement to abide by said Chapter 1,
their stipulation as tG all matters which they are required to
stipulate as to by the provisions of said Chapter 1, constitutes
Contractor's certification that he is aware of the provisions of
said Chapter 1 and will comply with them and further constitutes
Contractor's certification as follows: "I am aware of the
provisions of Section 3700 of the California Labor Code which
require every employer to be insured against liability for
worker's compensation or to undertake self-insurance 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." Contractor and his subcontractors shall
comply with the provisions of SS 1777.5 of the Labor Code
regarding apprentices.
Contractor shall post at each job site during the course of
the work a copy of County's "Determination of Prevailing
Wage Rates", copies of said Determination are available from
County for this purpose.
SS 17. OBSTRUCTIONS:
Attention is directed to Sections 8-1.10, "Utility and
Non-Highway Facilities", and 15, "Existing Highway Facilities",
of the Standard Specifications and these Special Provisions.
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Add the following to the fourth paragraph of
"Utility and Non-Highway Facilities", of
Specifications is amended to read:
Section 8-1.10,
the Standard
In the event that the utility facilities mentioned above are
not removed or relocated by the times specified and, if in the
opinion of the Engineer, the Contractor's operations are delayed
or interfered with by reason of the utility facilities not being
removed or relocated by said times, the State will compensate the
Contractor for such delays to the extent provided in Section
8-1.09, "Right of Way Delays", of the Standard Specifications,
and not otherwise, except as provided in Section 8-1.10, "Utility
and Non-Highway Facilities", of the Standard Specifications.
SS 18. INSURANCE - HOLD HARMLESS:
In lieu of the provisions of Section 7-1.12 the following
shall apply:
Contractor shall not commence work under this contract until
he has obtained the insurance required hereunder and satisfactory
proof of said insurance has been submitted to and approved by the
County of Riverside.
Compensation Insurance:
Contractor shall procure and maintain during the life of the
contract Worker's Compensation Insurance as required by the State
of California. Contractor shall further require each of its
subcontractors to procure Worker's Compensation Insurance as
required by the State while working on the project.
Liability Insurance:
Contractor shall take out and maintain during the course of
the work combined single limit liability insurance covering
bodily injury and property damage insurance and blanket
contractual coverage as to the work and obligations covered
hereunder in an amount not less than $2,000,000 or the equivalent
thereof. Said insurance must contain an endorsement the County
of Riverside and E.M.W.D. are named as an additional insured as
respects the work covered hereunder and said insurance must not
contain, as respects the work covered hereunder, any exclusions
as to bodily injury or death or property damage arising out of
blasting, explosion, or underground damage to wire, pipes,
conduits, mains, sewers, tank tunnels or any similar property -
i.e. the so-called "x c u" exclusions. The insurance certificate
evidencing such insurance must affirmatively state that the
insurance carrier (s) will give Owner 30 days written notice
pr ior to cancellation of the insurance or a reduction in
coverage, must state that the "x c u" exclusions are waived or do
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not exist in the policy (s); and that County of Riverside and
E.M.W.D. are named as an additional insured as respects the work
covered hereunder.
In the alternate to naming County of Riverside and E.M.W.D.
as additional insured, Contractor may take out and maintain
during the course of the work and until acceptance by County and
E.M.W.D., Owner's Protective Liability Insurance in an amount not
less-than $2,000,000 covering County of Riverside and E.M.W.D..
Hold Harmless:
Contractor shall hold County of Riverside and E.M.W.D., its
officers, agent, and employees free and harmless from any
liability whatsoever, including wrongful death, based or asserted
upon any act or omission of Contractor, its officers, agents,
employees or subcontractors relating to or in anywise connected
with or arising from the accomplishment of the work, whether or
not such acts or omissions were in furtherance of the work
required by the Contract Documents and agrees to defend at his
expense, including attorney fees, Owner, County of Riverside and
E.M.W.D., its officers, agents, employees and independent
Architect in any legal action based upon any such alleged acts or
omissions.
SS 19. EQUAL EMPLOYMENT OPPORTUNITY:
General:
Contractor shall not discriminate in its recruiting, hiring,
promotion, demotion of termination practices on the basis of
race, religious creed, color, national origin, ancestry, sex, age
or physical handicap in the performance of this Contract shall
comply with the provisions of the California Fair Employment
Practice Act (commencing with SS 1410 of the Labor Code), the
Federal Civil Rights Act of 1964 (P.L. 88-352) and all amendments
thereto, Executive Order No. 11246 (30 Federal Register 12319),
as amended, and all administrative rules and regulations issued
pursuant to said Acts and Order. See particularly 41 Code of
Federal Regulation (CFR) Chapter 60.
Contractor shall require each of its subcontractors to
comply with the preceding paragraph and shall include in each
subcontract language similar to the preceding paragraph.
Contractor shall permit access to its records of employment,
employment advertisement, application forms and other pertinent
data and records by Owner <:.:'c. any State or Federal agency having
jurisdiction for the purpose of investigation to ascertain
compliance with this Section.
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Owner may assign an affirmative action representative to
monitor Contractor and its subcontractor (s) conduct required by
this Section, including the right of entry to the construction
site for the purpose of obtaining information from persons
performing work on the project providing such inspection does not
interfere with the progress of the work.
Elsewhere in the Contract
may be contained covering the
Section. If so, such specific
Section in case of conflict.
Documents specific requirements
same subject matter of this
requirements prevail over this
Transactions of $10,000 or Under:
Contracts and subcontracts not exceeding $10,000 are exempt
from the requirements of this Section. No contractor or
subcontractor shall procure supplies and/or services in less than
usual quantities to avoid applicability of this Section. With
respect to contracts and subcontractors for indefinite
quantities, this Section applies unless the amount required in
anyone year under such contract will reasonably be expected not
to exceed $IO,OOO.
Transactions in Excess of $IO,OOO, but Less Than $50,000:
At Owner's request, Contractor shall certify that it has in
effect an affirmative action plan and agrees to comply with all
State and Federal laws and regulations regarding Fair Employment
Practices. Contractor shall maintain a written copy of its
affirmative action plan and furnish Owner a copy of the plan upon
request. Owner may require Contractor to complete an Affirmative
Action Compliance Report, on a form furnished by Owner, setting
forth definite goals during the term of the Contract.
Transactions of $50,000 or More:
If Contractor has fifty or more employees and a Contract for
$50,000 or more, it shall develop and submit to Owner, within
thirty days after award, a written affirmative action compliance
program providing in detail specific steps to guarantee equal
employment opportunity. Contractor shall include in its
affirmative action program a table of job classifications, which
table shall include but need not be limi ted to job titles,
duties, and rates of pay.
Contractor shall in each subcontract let to do a portion of
the work covered hereunder, where the subcontractor involved has
fifty or more employees and the subcontract is for $50,000 or
more, impose in the subcontract the above requirements.
For the purpose of determining the number of employees, the
average of the Contractor's or its subcontractor's employees for
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the twelve month period immediately prior to award, or
number of employees the Contractor or its subcontractor
when performing this contract, whichever is higher,
used.
the total
will have
shall be
Federal Assisted Construction:
If this project is a Federally assisted construction
project, then the contract provisions contained in 41 CFR SS
60-1. 04 (b) are incorporated herein and the Contractor shall
likewise incorporate said provisions in each subcontract entered
by Contractor to perform the work. Federally assisted
construction is identified'as such in the Notice Inviting Bids.
SS 20. DEPOSIT OF SECURITIES:
In accordance with California Government Code Section 4590
and other applicable law, the Contractor may substitute
secur i ties for any moneys withheld to ensure performance under
the contract.
SS 21. ASSIGNMENT OF CLAIMS:
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In submitting a bid on this public works project, or any
subcontractor agreeing to supply goods, services, or materials,
and entering a contract pursuant thereto, the Contractor and/or
subcontractor do offer and agree to assign to the Owner all
rights, title, and interest in and to all causes of action it may
have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or
under the Cartwright Act (Chapter 2 (commencing with Section
16700) of Part 2 of Division 7 of the Business and Professions
Code), arising from purchases of goods, services, or materials
pursuant to the public works contract or the subcontract. This
assignment shall be made and become effective at the time the
awarding body tenders final payment to the Contractor, without
further acknowledgement by the parties.
SS 22. CLAIMS RESOLUTION:
In accordance with Public Contract Code Section 20104-
20104.8 and other applicable law, public works claims of #375,000
or less which arise between the Contractor and the Owner shall be
resolved following the statutory procedure unless the Owner has
elected to resolve the dispute pursuant to Public Contract Code
SS 10240 et seq.
1. All claims shall be
accompanied by substantiating
filed on or before the date
submitted in writing and
documentation. Claims must be
of final payment unless other
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notice requirements are provide in the contract. "Claim"
means a separate demand by the claimant for (1) a time
extension, (2) payment of money or damages arising from work
done by or on behalf of the claimant and payment of which is
not otherwise expressly provided for or the claimant is not
otherwise entitled, or (3) an amount the payment of which is
disputed by the Owner.
(a) Claims Under $50,000. The Owner shall respond in
writing to the claim within 45 days of receipt of the
claim, or, the Owner may request, in writing, within 30
days of receipt of the claim, any additional
documentation supporting the claim or relating to
defenses or claims the Owner may have. If addi tional
information is needed thereafter, it shall be provided
upon mutual agreement of the Owner and the claimant.
The Owner's written response shall be submitted 15 days
after receiving the additional documentation, or within
the same per iod of time taken by the claimant to
produce the additional information, whichever is
greater.
(b) Claims over $50,000 but less than or equal to
$375,000. The Owner shall respond in writing within 60
days of receipt, or, may request in writing within 30
days of receipt of the claim, any additional documents
supporting the claim or relating to defenses or claims
the Owner may have against the claimant. If additional
information is needed thereafter, it shall be provided
pursuant to mutual agreement between the Owner and the
claimant. The Owner's response shall be submitted
within 30 days after receipt of the further documents,
or within the same period of time taken by the claimant
to produce the additional information or documents,
whichever is greater.
If the construction of the project herein is damaged, which
damage is determined to have been proximately caused by an act of
God, in excess of 5% of the contract amount, provided that the
work damaged is builtin accordance with applicable building
standards and the plans and specifications, then the Owner, upon
certification by the Engineer, may, without prejudice to any
other right or remedy, terminate the contract.
2. If the claimant disputes the Owner's response, or if
the Owner fails to respond within the statutory time period,
the claimant may so notify the Owner within 15 days of the
receipt of the response or the failure to respond, and
demand an informal conference to meet and confer for
settlement. Upon such demand, the Owner shall schedule a
meet and confer conference within 30 days.
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3. If following the meet and confer conference, the claim
or any portion thereof remains in dispute, the claimant may
file a claim pursuant to Government Code SS 900 et seq. and
Government Code SS 910 et seq. For purposes of those
provisions, the time within which a claim must be filed
shall be tolled from the time the claimant submits the
written claim until the time the claim is denied, including
any time utilized for the meet and confer conference.
4. If a civil action is filed to resolve any claim, the
provisions of Public Contract Code SS 20104.4 shall be
followed, providing for nonbinding mediation and judicial
arbitration.
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CONSTRUCT 36" TRUNK SEWER
ALONG SANTA GERTRUDIS CREEK AND CROSSING 1-15
ASSESSMENT DISTRICT '161
W.O. '68-8744
SPECIAL PROVISIONS
DESCRIPTION: .
In general, this project consists of relocating existing 36"
water main. and constructing sewer facilities along Santa
Gertrudis Creek and crossing 1-15 in the Temecula area of
Riverside County.
SPECIFICATIONS:
The .work covered herein shall be done in accordance with the
details shown on the plans, as outlined in the Eastern Municipal
Water District's Standards and Specifications, Riverside County
Road Improvement Standards and Specifications, or as provided in
.these Special Provisions. In the event of conflict, the
requirements of the Eastern Municipal Water District will prevail
unless Riverside County Road Improvements Standards and
Specifications are more stringent. It is also the intent of the
Specifications that the Special Conditions shall govern over both
the Contract Drawings and the Standard Specifications.
SUPPLEMENTAL DEFINITIONS:
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shall refer to the Eastern Municipal
The term "District"
Water District.
ORDER OF WORK:
It is the responsibility of the Contractor to obtain an
encroachment permit from Caltrans and pay all fees for work done
within the state right-of-way.
The Contractor shall diligently prosecute the work to
completion according to the following schedule:
1. Sewer installation shall begin downstream at Station 9+90
and proceed upstream.
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2. To allow for sewer gradient correction, each steel casing
pipe shall be installed upstream at least 1,000 feet in advance
of sewer construction.
COOPERATION WITH OTHER AGENCIES:
Attention is directed to Section 7-1.14, "Cooperation," and
Section 8-1.10, "Utility and Non-Highway Facilities," of the
Standard Specifications. Should construction be under way by
other forces, or by other Contractors, adjacent to the work
specified, the Contractor shall cooperate to avoid delay or
hindrance to such construction.
Full compensation due to such operation as described above
shall be considered as included in the unit price paid for the
other items of work, and no additional allowance shall be made
therefor.
TRENCH EXCAVATION SAFETY PLANS:
Attention is directed to Section 6705 of the Labor Code
concerning Trench Excavation Safety Plans. Excavation for any
trench 5 feet or more in depth shall not begin until the
Contractor has received approval, from the Engineer, of the
Contractor's detailed plan for worker protection from hazards of
caving ground during the excavation of such trench. Such plan
shall be submitted at least 5 days before the Contractor intends
to begin excavation for the trench and shall show the details of
the design of shoring, bracing, sloping or other provisions to be
made for worker protection during such excavation. No such plan
shall allow the use of shoring, sloping or a protective system
less. effective than that required by the Construction Safety
Orders of the Division of Industrial Safety and if such plan
varies from the shoring system standards established by the
Construction Safety Orders, the plan shall be prepared and signed
by an engineer who is registered as a civil or structural
Engineer in the State of California.
DISPOSAL OF EXCESS EXCAVATION OR MATERIALS:
Excess earth excavation or other excess materials resulting
from construction operations shall be disposed of by the
contractor outside of the highway right of way, as provided in
Section 7-1.13 of the Standard Specifications.
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PUBLIC CONVENIENCE, PUBLIC SAFETY AND MAINTAINING TRAFFIC:
Maintaining traffic shall conform to the provisions in
7-1.02 "Weight Limitations", 7-1.06 "Safety and Health
provisions", 7-1.08 "Public Convenience", 7-1.09 "Public Safety",
7-1.12 "Responsibility for Damage", and ,12-3.04 "Portable
Delineators" of the Standard Specifications and these Special
Provisions.
All existing traffic control signs and street name signs
shall be maintained in visible locations as directed by the
Engineer.
No detours will be provided. The Contractor will be
required to conduct his operations in such a manner that traffic
will be permitted to pass through the work with as little delay
as possible.
All warning lights, signs, flares, barricades and other
facili ties for the sole convenience and direction of public
traffic shall be furnished and maintained by the Contractor. All
signs shall conform to and be placed in accordance with the
current "Manual Of Traffic Controls", issued by the California
Department of Transportation for construction and maintenance of
work zones.
All construction signs shall be either covered or removed
when not required by the nature of the work or if no present
hazard to the motorist exists.
No payment for extra work will be allowed for work performed
as specified in Section 12-2.02 (Flagging Costs) of the Standard
Specifications.
Dust control shall conform to the provision of Section 10 of
the Standard Specifications except that no extra work will be
allowed when the Engineer orders the application of water for the
purpose of controlling dust caused by public traffic as provided
for in the last paragraph of Section 10.
Full compensation, except as otherwise provided herein, for
conforming to the requirements of this article shall be
considered as included in the contract bid prices paid for the
various items of work, and no additional compensation will be
allowed therefor.
INSPECTION:
In addi tion to the inspection by the Engineer, all
construction workmanship shall be subject to inspection and
approval of Riverside County, Eastern Municipal Water District,
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the Soils Engineer and the Civil Engineer. Forty-eight (48) hours
advance notice shall be given to inspection agencies unless
otherwise specified. No work shall be done in the absence of an
Authorized Inspector, or Soils Engineer Representative. Said
notice of completion shall only be issued with the concurrence of
the Riverside County Flood Control District and Eastern Municipal
Water District.
ITEMS OF WORK:
CLEARING AND GRUBBING:
Clearing and grubbing shall conform to the prov~s~ons in
Section 16 of the Standard Specifications and as directed by the
Engineer. Payment will be made on a lump sum basis.
FURNISHING AND APPLYING WATER:
Furnishing and applying water
provisions of Section 17 of the Standard
Special Provisions.
shall conform to the
Specifications and these
Full compensation for developing water supply and furnishing
watering equipment shall be considered as included in the lump
sum price paid for furnishing and applying water and no
additional compensation will be allowed therefor.
Attention is directed to the requirements of Section 10,
"Dust Control". Water in amounts specified by the Engineer will
be used for dust control, and the cost thereof will be included
in the lump sum price paid for furnishing and applying water.
ROADWAY EXCAVATION:
Earthwork shall conform to the prov~s~ons of Section 19 of
the Standard Specifications and these Special Provisions.
The provisions of the second paragraph of Section 19-5.03
shall not be required unless ordered by the Engineer. If ordered
by the Engineer, such work will be paid for as extra work as
elsewhere provided herein. However this provision will not
preclude the necessity of conforming to the provisions of the
first paragraph of Section 19-5.03 (Relative Compaction).
Pavement Removal:
Existing pavement shall be cut back to neat lines and
removed as shown on the plans or as directed by the Engineer.
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Such pavement shall be incorporated into the embankment in
accordance with Section 19 of the Standard Specification. Excess
material will become the property of the Contractor and will be
disposed of as provided in Section 7-1.13 of the Standard
Specifications.
Full compensation for removal & replacement of A.C. pavement
shall include disposal of excess material and installation &
removal of temporary A.C. pavement as required by the governing
agency.
Imported Borrow:
Imported borrow shall conform to the provisions of Section
19-7.02 and shall be material that is similar or better in
quality than the existing basement soil.
Relative Compaction:
Whenever relative compaction is specified to be determined
by Test Method No. Calif. 216, the in-place density may be
determined by Test Method No. Calif. 231, The in-place density
required by Test Method No. Calif. 312 may be determined by Test
Method No. 231. The wet weight or dry weight basis and English
Units of Measurement may be used at the option of the Materials
Engineer.
STRUCTURE EXCAVATION AND BACKFILL:
Structure excavation and backfill shall conform with the
requirements of Section 19-3 of the Standard Specifications.
Full compensation for structure excavation and backfill will
be considered as included in the pr ices paid for the var ious
contract items requiring structure excavation and backfill and no
separate payment will be made therefor.
FINISHING ROADWAY:
Finishing roadway shall conform to Section 22 of the
Standard Specifications , except that full compensation therefor
shall be considered as included in the prices paid for the
various contract items of work and no separate payment will be
made therefor.
AGGREGATE BASE:
Aggregate base shall be Class 2 and shall conform to the
provisions in Section 26, "Aggregate Bases", of the Standard
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Specifications and these special provisions and shall meet the
gradation requirements for 3/4 inch maximum.
Payment for aggregate base Class 2. will be considered as
included in the square foot price paid for remove and replace
pavement.
ASPHALT CONCRETE:
Asphalt concrete shall be Type "B" and shall conform to the
requirements of Section 39 of the Standard Specifications and the
following:
Aggregate grading shall be three/eighths inch (3/8")
maximum, medium.
The paving asphalt shall be AR-4000 or as determined by the
Engineer.
Section 39-3.01B (1) shall be amended to include:
Aggregate of the 3/4 inch or 1/2 inch maximum size and
aggregate for asphalt concrete base shall be separated into 3 or
more sizes and each size shall be stored in separate bins. If 3
sizes are used, one bin shall contain that portion of the
mater ial which will pass the maximum size specified and be
retained on a 3/8 inch sieve; one bin shall contain that portion
of the material which will pass a 3/8 inch sieve and be retained
on a No. 8 sieve; and one bin shall contain that portion of the
material which will pass a No. 8 sieve.
Aggregate of 3/8 inch maximum size shall be separated into 2
sizes and each size shall be stored in separate bins. One bin
shall contain that portion of the material which will pass the
maximum size specified and be retained on a No. 8 sieve and one
bin shall contain that portion of the material which will pass a
No. 8 sieve.
The bin containing the fine material shall not contain more
than 15 percent of material retained on the No. 8 sieve. The
material in any of the other bins shall not contain more than 15
percent of material passing a No. 8 sieve. Failure to comply
wi th this requirement shall be corrected immediately, and the
material in the bins not meeting these requirements shall be
rescreened or wasted.
All asphalt concrete for this project shall be supplied from
one source unless approved by the Engineer. Said source shall be
listed on the Contractors Source of Materials List as required in
Section 6 of the Standard Specifications.
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Liquid Asphalt and asphaltic emulsion shall be furnished and
applied as provided in Section 39-4.02.
No slag aggregate will be used.
Asphalt concrete will be paid for at the square foot price
for remove and replace pavement and shall be considered as full
payment for patching the roadway including the one inch final
course and no additional compensation will be allowed therefor.
MINOR STRUCTURES:
Minor structures shall conform to the applicable portions of
Sections 90, 51, 52 and 75 of the Standard Specifications.
Concrete to be used in the construction of minor structures
shall be Class "A" concrete (6 sack mix).
The provisions of the second paragraph of Section 51-1.02 of
the Standard Specifications will not apply.
All exposed metal shall be galvanized in conformance with
Section 75-1.05 of the Standard Specifications.
Payment for all work involved in the construction of minor
structures will be on a unit price each and shall include full
compensation for furnishing all labor, materials, tools and
equipment, and doing all work involved in the complete structure,
including structure excavation and backfill, furnishing and
placing reinforcement, and metal frames, covers and grates and no
further allowances shall be applied.
REINFORCEMENT:
Bar reinforcing steel and mesh reinforcement shall conform
to the provisions of Section 52 of the Standard Specifications.
REINFORCED CONCRETE PIPE:
Reinforced concrete pipe shall conform to the provisions in
Section 65 of the Standard Specifications.
Payment for all structure excavation and backfill will be
considered as included in the contract price paid for reinforced
concrete pipe and no additional compensation will be allowed
therefor.
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ROCK SLOPE PROTECTION:
Rock slope protection shall conform to the provisions of
Section 72-2 of the Standard Specifications and these Special
Provisions.
Method "B" Placement:
The unit price paid per square foot for rock slope protection
(1/4 ton - rock method "B" placement) shall include full compensations
for furnishing all labor , materials, tools, equipment and incide'ntals,
and for doing all work involved in constructing the rock slope
protection, complete in place, including any excavation and
backfill necessary for placing rock slope protection.
SEWERS:
Sewers shall conform to the provisions in Section 71,
"Sewers" of the Standard Specifications, the Eastern Municipal
Water District Specifications and Riverside County Road Improvement
Standards Ordinance 461.7, and these Special Provisions. In the
event of a conflict, the requirements of Eastern Municipal Water
District will prevail.
After backfill and compaction have been completed, one foot
(1') of Class 2 aggregate base shall be installed; three inches
(0.25') asphalt concrete paving Type B shall be placed in two
lifts. The first lift of asphalt concrete paving shall be installed
to within 1/2 inch of the existing surfacing. This first lift
shall be placed in a manner that will protect the existing pavement
edges. The final paving course shall be 1 inch in existing thickness,
twelve feet (12') in width (minimum) or to the edge of pavement.
This final lift shall be placed with a Barber-Greene paver.
The uni t pr ice paid per linear foot for sewer pipe shall
include full compensation for doing all work in constructing the
sewer complete in place as shown on the plans and no additional
compensation will be allowed therefor.
OBSTRUCTIONS:
Attention is directed to Sections 8-1.10, "Utility and
Non-Highway Facilities", and 15, "Existing Highway Facilities" of
the Standard Specifications and these Special Provisions.
The Contractor's attention is directed to the existence of
certain underground facilities that may require special precautions
be taken by the Contractor to protect the health, safety and
welfare of workmen and the public. Facilities requiring special
precautions include, but are not limited to: conductors of
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petroleum products, oxygen, chlorine, and toxic or flammable
gases; natural gas in pipe lines greater than 6 inches in diameter
or pipe lines operating at pressures greater than 60 psi (gage);
underground electr ic supply system conductors or cables either
directly buried or in duct or conduit which do not have concentric
neutral conductors or other effectively grounded metal shields or
sheaths; and underground electrical conductors with potential to
ground of more than 300 volts. The Contractor shall notify the
Engineer at least twenty-four hours prior to performing any work
in the vicinity of such facilities.
Forty-eight. hours prior to beginning construction, the
contractor shall notify the following agencies:
Underground Service Alert
1-800-422-4133
Southern California Edison
714-943-8270
Southern California Gas
714-335-7970
General Telephone
714-929-9424
Rancho California Water
714-676-4101
Eastern Municipal Water District
Attn: Jim Wyatt
714-766-1830
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JUL 31 '90 10'43 RIV. CO. ROAD&SURVEY
P.2/3
DEPARTMENT OF THE ARMY
LOS ANCie:I.U OI$TRICT. CORP$ 0' OIGINf(F1S
P.O.l:IOX~lll
1.0i /."~ElE5. CAUFOAIl4M. ~.1125
M..lYTO
"'ttNtlONof
July 23, 1990
Office of the Chief
Regulatory Branch
Mr. Ivan Tennant
Deputy Road Commissioner
Riverside County Road and Surveying Dept.
P.O. Box 1090.
Riverside, CA. 92502
. Gentleman:
This letter is in reply to your letter permit no. 90-251-MD
dated June 8, 1990 concerning our permit authority over your
proposal for construction of a 36-inch Santa Gertrudis Trunk
Sewer across Murrieta Creek, approximately 884 feet upstream from
the intersection of Winchester Road and Murrieta Creek,
paralleling Diaz Road in Temecula, Riverside County, CA.
Regulations for our permit program, published in the Federal
Register, include Part 330 - Nationwide Permits (see the
enclosure). The Corps of Engineers has determined that your
proposed aotivity oomplies with the terms and conditions of the
nationwide permit Part 330.5(a) (12) for the discharge of material
for backfill or bedding for utility lines, including outfall and
intake structures, provided there is no ohange in preconstruct ion
bottom contours. The enclosure, Part 330.5(a) (12), defines the
term "utility line".
As long as you comply with the nationwide permit conditions
described in Part 330.5(b) an individual permit is not required.
This letter of verification is valid until the nationwide permit
is modified, reissued, or reVoked. All the nationwide permits
are scheduled to be modified, reissued, or revoked prior to 13
January 1992. It is incumbent upon you to remain informed of
Changed to the nationwide permits. We will issue a publio notice
announcing the changes when they occur. Furthermore, if you
commence or are under contract to commence this activity before
the date the nationwide permit is modified or revoked, you will
have twelve months from the date of the modification or
revocation to complete the activity under the present terms and
conditions of this nationwide permit.
A nationwide permit does not grant any property rights or
exolusive privileges. Also, it does not authorize interference
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JUL 31 '90 10:44 RIV. CO. ROAD&SURVEY
P.3/3
with any existinq or proposed Federal project. Furthermore, it
does not obviate the need to obtain other Federal, state, or
local authorizations required by law.
If you have any questions please contact Mark Durham of my
staff at (213) 894-5606.
Sincerely,
~IWv...v t, ~
Diane K. NOda
Acting Chief, Southern Section
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JUL 13 '90 08:31 RIV. CO. ROAD&SURVEY
P.3/5
CALIFORNIA DEPARTMENT OF FISH AND GAME
330 Gol.Jc."'I', .3h.:>re, aui t~ 50
Lor.g a..",ch, Cal i fornia 908D2
Notification No. S-294-90
P"g" ... of ;2
AGREEMENT REGARDING PROPOSED STREAM OR LAKE ALTERATION
nus AGREEMENT f entc:"'ed int.o bet1,J~en the Sta't.c ':'If Ca 1 J. fc.rnla 1
Departn:ent cf Fish and Game. hareinafter' ca"l!ed -:.he 0epartIlLe:nt, and Ivan Tennant of
Riverside Countv, State of C.:dirornia f hf:r"~i..3ftdr call~d che Oper~ltcr',
is as follcl.J~:
WHEREAS~plu"::nJ,:mt to Sect.ic.n i6I'i.'3. ,j! Cail:"'~.r!"'d3 Fi.sn ..3nd G.:i1!:t:' Cod~l r.~i':.'
Operat:.o!"'. ~l~ ~he 11th d~y of JUf1e ,19gu, :'"~vtified the !)t:p..:t.....::mer,t t.f1.J:lt.
r.hc-,'1 .i.nt<3'nd to subst.3r:cially diver't '7J::" !';c'$cruct t.he :"':.ar,~...ll-al flo',; of', ';lr
~u~.tantially c!"-.arlgc:: the bed, charmt:rl, or bank u:", or use I!lat~ri~l from the
st:--.:arr.bed cf, the fallotJi.n.:, f,.'dter: Mt;r'ri~t~..! :;!"'~e!~ ~ Rivet".!ide CO~U1tYl
Caljfcro!a, 3ecticn ~4 Tovnshi~ -2B- Range 2H-.
WHEREAS, che Dep"3;:",~:ti.~nt {r''=::'prascnt;..~ci 0'.1 r-Jich.:!~.1 ;w-jf (J.s'ti has ~ade ~n
ir;::.:s.~ction of subjc..:t. drea 0:1 :.he ?l::!:o day cd ';1;t,e I ~, -!;It"ld) has
d~te!"!!lined tr.~~t ~uch o;::.er",st.ic,:i;;; may .3ubst.sr.t.l.,~d:y -5d'ler.=:ely -::ffact. exi.~ti1l9
fien S.f:;;;} :Jildlife reso'..U"cc=:::; including: :;.:.'1 I",.'ildli.fe. :,.-, ~.h.e ar"ea.
THEREFORE. th~ Depal't.ml.::nc' her'eby pr,jr-,,;"::ir:::.~
wildlife :"esou.-ces di..lr'~ng the upc.r.a;'OI,.t~. iJor;-:.
to accept. .-:h:;. fc.ll.;"l,J...ng measJ,.u"':~~/cvndit.i':)r!:t .::l~'
JI..J::-::ure.5 l:.O :~t'ljT:1!:'Ct. fi:::h ~~"ld
Tho:: (j~~!""i:l.t.v:- hereby !3.~:ret.~::'
.i;art .:l f ton17 r.Jr'''r-,.-:-~ed work,
If t.he Operate.!'"";;, '..;ork cl":.3n;:::::~J from that ::t.:;j;:'ed il1 tho;- not.~ fi.::a-c.,:,oJi
$pc:cified '1brY/e-, this Agre-~tLo>:.-nt .ia no lr.:.-n...::,=,r v.31id and :~ .n~',l,' ~:ct.if.Lcat i,:;n
shall be :.::ub:r.i:ted to t.he Dep.al".tru.:r.t ~f F'i~'h ar~d Gafl-l6'. Fail'..xe C~ C::;"ir.p~y
~~c.h t.he pr':lVi-Slcn.:; s.f this .~g!',;~m.::tl;"; Qr.d ~idl :..,tr.,.:.!'" ,;)e:-tir.ent. '_c..d~
sec~.or..s, lnc.!.t;,dir-;,g bt;:t nor. limited t.,~ F~t.h ,e.:1::1 Ga.t:::l.:- Cr.;t':~6 Se":'Cl.::ns 5E~u.
5652. 59'::7 I .3t1d .5943, ifIdY resul t in pro.i:ecut i en,
Not..hi!1~ .:n this Agreement auth.:.ri'Z::~~.:: ::'~-!e- O~,orat.cJ" ::'0 tre5:pae.~ .:~:'l .:!ny
l.:l:nd ,)r p:-'or-"erty, nor" :ioe~ it l-.~l itSv.." the Jr:..~~-~,...'''.r .~r' resp:~n~ i bi 1 it:; fe,r
Cr~!tlpl.:.a!1ce 'Jit-h .=ppl.:c,3ble fee;;€;:',.:l~, ~t3.te,-tr lc'cal lCil,,'Z: o:.r ordiner;c~~'.
'::or~~umI!lated ~.':J!",=,.e:nent dce~ n,;,t. ;:,:;':1.::.tl ~~;)l'..,: !:~~!,"C!,!-="'Ij ,:,f Fieh :=.nd 3ait.e
cl"'lclor,se!:l:er,t of ';.h:;:: pT~~.;)sed c:..;:.~rati.:..n, CI;"" d~--=..t,.;r-~ t,h~ [)~;.1.:I.r"='wer.t.._
,':("j{":t':U,':-':-,="rlCr: (!Ii. t.h per:!!l t.5 reqt:l:"~':: fr',:,!;: ')~:1~2-' agen::.i.~:;"
A
TL.:.:o.. .';g:~ee!rler:c b=co=.e::::: ef'fe;c':.J V"-' c'r. ,::J,?t: ~:.f .::h")'="t".:!:t,-:l!-":-: ";l~:-!.?t;.l~"e- ';:;,,":~:.l
;'.~:r~JlncX"=~ AlJ,~u':";", :~1. 1991 i't~li~ ;'ll-.,'):.:.,:t ..:c....~.':':;.r...1..lct.i~:':1 i,);-!:'(. Thi-:;; .":',,")!' ...:......;.....
~'h.":li.! r'e-l!~aj:'. In ....ff~-:t. :~c,r I".L~t. ,:",'::n,:, :'"":':::"-':':..':;1-''1 '='.:;, ~Q.~.J..;T"'J ttle
:::.::;'"":';....:;<:;;~i:.,.:.'~::... -,i ,:hl~ A.'"tn.:t,!'r:u''''"!'.. Ii .A>':-'l'.....r-;t". -:'I:.n::t."I..(:r.~:-'l:j ,~lce~ ~!'_'::' ~,;":;,::...!..::<
'.11. d'.l ~"! ::c..:. ':!:!:v~ :..f' r.~:,"::' ')oe:.:-',:l.'t.:,;~ .-_ ~.i(,l~11(lCl .. t.:..;:- ..:'<lre:-a:c:-,;:". .. h.t~; ~':1r=-e!!;L~
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JUL 13 '913 08:32 RIV. CO. ROAD&SURVEY
Pa9~ 2 of ';
STREAI1BED AI. TER;,TIOIJ CONDlrIOIIS Fe'li iJOTI!"!CATICN NUNe'::R:
5-10i; -90
1. Tht:: followin~, prcviaiorlt:; con~titUte ~hr:: li.mit of .;;.ctivi.tie~' ogr>!:,....d
to and resclved by this Agree!r:...:-nt. The- ~igni:':g ~f ':.hi3 ,';g!"'6'~tr.:.ent doee
ract implj! tr.at t.~ Operit~or" i~ pr;:-:.:iuded frcilo do~.'1g I:;)t.her ac~ivlljlde,
de the ~ite. How~ver, activiti~~ not' ~peCtiicailY ,~o~eed co and
-resolved by t.hi."$ Agreemer.t shall be t.~ubject. co .5'~p.;l['ate'(iv1:,ifi.l:ati':;:1
s>ure:uant to Fish arId Gat!H:: Co.:Je Sect.lons !60lj" ~t, e~q.
2. The Oporator propc':i$-es to al~er' the a~:i""6.:=m by .:....lstallirlg d 36 inch
trunk :ell1er- ! ine across the cr-..3nnel.
.3. The a91"'eed ~.:>rk il''lClude.e activicie.';I aSS'::;:;l.3ted :Jith No. :2 ~J:;.j''''''~,
The project are3 is located 880 feet ~pstr~sm of the intersection of
Winche..ter Road and Murrieta Creek :n Riverside CCCd'!ty. BIOC':ific
;.lor}:: areas d!"'e ltldicste:a or deecr'~-b.~d ':;on/ it": i:.he pl,.u"l~ ar;d//:,.r -J:-s'.... iCI,;;e
submitted ~y th~ O~rator.
4. Rest-oration :::h9.11 lnc!:,,lde c.i".~ hyd("'..:,s-::ed~t:g .:.f .'!t-i...~(:.op-=d .')~ exp:"sed
a.reae 'With vegeta1:1on natlve ~.~ the orea. Tr..: seed JlIX -::hai1 :.Jlciuci.-;
willow and cOt-t::>n-..rood .::pe'=.il'::-~.
5. If de\tl'.~t.erin:) .jf tho:: work Q:'"'e.!t
c:'ea~~ siltatio~ baein~ wit~!n th~
diSCharging it intv r.he chunnel.
c.::,rrIJ~1etioO'l l~f' ~he prvJd'ct.
i.:.: !""~qui~'e<~ :':.he :j:"J<s!'ato:.'" ~}-I;'1~1
ch9.:"mc~ .~.'Id -sel.:ti.e tr.,:, i.;/atrt:~ be;.:;;""::
The bas-ir::, :5ha.t~ be ~"'C'L.1c'/~d U~OIl
::.. Nf" der..."l.s, ~c.ll, ~ill';, 'S-anc~, bar~:, .sl.;;'..::.'h, ~,_\w"'.~l~;;~., r'Jbbi-::L, ';;~rc'::l'rJt
or .:oncrctl::1- or w.=shi.ngs cht:t:~eof. eil c!" p,=''C.,rol....;l..;.m p:~.:)CiUC'l"'~:. or ,:,.t.her
C.1&o)':tnic ;.)r ea!~thcn lta'Cer 1..;.1 frl~u.. -3!";y h;.:..;~ 1[1'2, c':,ri.~ :...-'Jt::::':' i ':'(1, <~~t.
~~eoci..:lteci llctivir:.y .'Jf ....hae'"-=~....er' ('I~t.ur'c-;. '5h31 1 015' ~llci..1"'='d to ~~;ter inc':;i
'::':- p!a':ed :.Ihs1""e i.t. may be w<:J.ehed by !-~..:.!.li.f~ll ,:>r- r~.l!.,-:,-fi .!.r,t..:..~ ~Jat:.'.:t'e ~;)f
t.he Beato..... ~lb.::n o~ratl'-'f,s ar'e c~L1r--lete:i, an:.. eZc~_-::;:; meter-i.e.l: or
d~r..ri.3 -jho31! ~e- r~'~'Jveci from ::one 'J..:.rk .:":l~ea. :'J;~ ~"'_;l:.bi'~h :~h.=li be
depc~J,ted <.ri.thitl 1=0 teet ,::i the hi/~h "'at~r J:la:r~\ ,:,.f cny -~t:.:.ti'am ,:.~.. 1.5b.::.
7. The Cpera~c{" shal~ ::~I~ZJly .~!..t}-. .~ll li.o:.t.e,'" .:;'('0 l.,;..=.11ucl0:-; 1.,3.....8. M.!.':'
C-<:ln r;rac tore , ~ubccntr.3ctvr~ erJd e!a.r.'~oYe-<t;.~ 5r-.~'..';' -'31.'!-,:> ':;':-:''=:1 t,",r.,:,_,::e i6w:;
(~h1d it. ~hall br.= 1'j}-;,: res{."tJ!1sib-i ity ...f tl-'.,:l' ':'E=-'=:',:t.:>:, c..:. i.r;.:.l_il~e I~.b=.!.!'
'::<:Jmpl i.:t,".:e.
8. No .;:.'!ui!")!Ilc-nt me ~nt;.,=n~:-;c.~ -5L.~ 11 b:.- ck;-;"::,, ''''1 i:.h:c: ':r- ,-..ear .5.ny .-;;t,~~e.::!:'.
-:!-:or:ne-l ,):' lak~ mar!2~in. 'Jh",:,re .E=-&:-,:"?l';!~:"fl pt<:.-:h.:c'c:,: .:'r ;~t.he-!"' i~J\:I~ lut.~,t.~s
f10:n t.h-:: equip!!lc-nc !ao';l"/ ''S":i':.e~'" r;I':~',,;~"'':-'3.:' _'.!..,i~!" :.n:1 ; :":;".'.
g. Tru: ~epa!.t.me:-:i... ~e:'e!-'ve~. :.h.:- ~. :9:.,t t.:. .;-,.;1;:.::::- ~b=- ;::r.:, ;-::,:.::; ~ l '.~.: .5.t j(:Y
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JUL 13 '90 08:33 RIV. CO. ROAD&SURVEY
P.5/5
.
P"9S.:; .;,f' 3
1~J. The De-partIIL<s-nt "'~~erve5: tho:: r .i9.bt ~'J -=''''':S.gend arll::iil)l':' !"'evoJ.:.~ :..hi~
Ag:caem~nc ~ f tl'ze &part.ment rJl!::"c.crm.inee 1~hc.t the ~'i :'cums~ancee lJi:Jr:ran-:'.
The .:;ircumst,.r:a:1cee that l:culd requi.r;;: a reev3h~t.i':'n ir-!olude, but >3r~
not li~it~d to, the following:
d.. Failure c.:. comply \Jich the t;1')t'me/conditi'jr'13 ,:Jr thie Agreeme!"lt.
b. Th~ informati..,rl provided by ~he Ops-l...;lc.:.r. in 8T.1p'pvrt of the
;.9r~IZ!Lt1nt/Nc,tifi':':Jtic.r.. is dQt8:"~1f":ed by tt:-= D.:partt:'.t~~':b 1;." be
incomple~e, or inaccurate.
c. Whe!o ne101/ inrOl'tlIdeion b~comt)B s.vailab!c- ~C> t.1-.e Depa:"ttIl,::,r:t
re9re~~ntatlve< 5] tr<dt. was nc:>t l..l.,c....n ;,.rrten prt'ps.ri:1g the ~t"l~ina.l
i:.at':tai';c.ndi ti.:lO; ..:>1' t.h.is A~r:"'~tl'r.i.~f-.~.
d. The project ae de~cribed i:', t.~e tJctifi~.;,;,t.lcn/A9re~:.r.~nt. ha.s:
c.....an;led. or conditic.r.::: a.ffectin.~ :il5h and :';l!..i~lfe r~~(jf..lr,::el!' :.har1g.:;o.
11. The Operat.:;:, sh,dl provide a copy of this ;,.;".....ment to all
contractors. subconl:r.!lctors, and the Operator's project supervisors.
Copies of the A~reement shall be readily available at york sites at all
tim.es during period~ of active .,ork and inU:::';. be preseflted co a~1Y
Dc:p.;;ir't.ment pe':~-:$o~nel, or ol"d"Qr.:eiIl6ot personr!e..;. fro:t& an<:lt.ner:':)1:"r:cy :Jpc.t}
..i-=mand~
12. Tht::' :Jeer-stOt' sl-o..all :'1otify ;;he Dep.3c.t:.:.enr.., in writing, at least
five(S) days prior to initiation of construction (project) activities
and at least five (5) days prior to completion of construction
(project) activities. Nctifi~~~l:;n shall c.e se:"lt. ~u t.he De-j\:l!"tr;lerl~ .:11..
33& OQlden Shore, 8t...ice 5G1 L'jr:;g Bea('n, :~A 90;10S, A~-t-n: E:lvil"or.tTle:Y~;;;'l.l
Se:-vi.::ee.
.;:j,-lCUP.RENCE
{l)~rat.c.r I ~ ,....:u!:.:: j
eal i fO~"T;i"l .Ge.9.9:.;~;Ucflt '?!
Fi sr; ~:";d Gal'!Je-
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7-0-020-1696
No.
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
ENCROACHMENT PERMIT
Riverside County Assessment
4080 Lemon Street
Riverside, CA 92502
District 161 - Eastern Municipal Water Dist.
Riverside, California
October 17
o 19
89
In compliance with your request of July 7 0 19 89
and subject to all the terms, conditions and restrictions written below or printed as general or special provisions on any
part of this form
PERMISSION IS HEREBY GRANTED TO
construct one 33-inch VCP sewer crossing of the District's easement for
Murrieta Creek at approximate Station 197+49. All construction shall be
performed in accordance with the plans labeled County of Riverside, As-
sessment District No. 161, 33" Santa Gertrudis Trunk Sewer, sheet 5, pre-
pared by RANPAC Engineering, and with the following:
Upon completion and acceptance, Eastern Municipal Water Uistrict
shall operate and maintain the facility.
All construction shall be performed in accordance with the appropriate
provisions of the Standard Specifications for Public Works Construction,
latest edition, unless otherwise stated below.
Prior to beginning construction, the Permittee or the contractor
performing the work shall furnish a certificate of insurance with
comprehensive liability limits of $2,000,000 per occurrence, naming the
Permittee, the District, the County of Riverside, and any municipal
corporation within which the work is to be performed, as additional
insured. This insurance shall remain in effect for the duration of the
work.
(Continued)
This permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby,
Performance of the work shall be deemed to be acceptance by the Permittee of all terms and conditions of this permit
This permit shall be voided unless work herein contemplated shall have been completed before
December 31, , 19 91
District Drawing No. 7-78, Sheet 2
-.....
)
AZ'
~~~-LL
'KENNETH L ED RDS
CHIEF ENGINEER
By
CHIEF OF OPERATI
HD:mcy
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9!:>O.318!83l
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GENERAL PROVISIONS
1. ACCEPTANCE OF PROVISIONS. It is understood and agreed by the Permittee that the performance of any work authorized under this pe'mil
shall constitute an acceptance of the provisions contained herein. and failure to comply with said provisions shall result in revocation of this permit
by the Riverside County Flood Control and Water Conservation District.
2. NO PRECEDENT ESTABLISHED. This permit is granted with the understanding thallhis action is not to be considered as establishing any
precedent on the Question of the expediency of permitting any certain kind of encroachment to be erected within right of way of the Riverside Flood
Control and Waler Conservation District.
3. KEEP PERMIT ON WORK. This permit shall be kept at the site of the work and must be shown to any representative of the Riverside CCw.,ty
Flood Control and Water Conservation District upon request.
4. PERMITS FROM OTHER AGENCIES. The party or parties to whom this permit is issued shall. whenever the same is required by law. secure
the written order or consent to any work hereunder from the Public Utilities Commission of the State of California or any other public Board haVIng
jurisdiction. and this permit shall be suspended in operation unless and until such order or consent is obtained.
5. CLEAN UP RIGHT OF WAY. Upon completion o1the work. all brush. timber. scraps and material shall be entirely removed and the right-of-way
leh in as presentable condition as before work started.
6. STANDARDS OF CONSTRUCTION. All work shall conform to recognized standards of construction.
7. SUPERVISION OF GRANTOR. All the work shall be done subject to the supervision of. and to the satisfaction of, the Riverside County Flood
Control and Water Conservation District.
8. FUTURE MOVING OF INSTALLATION. It is understood by the Permittee that whenever construction. reconstruction or maintenance work
on the right of way may require, the installation provided for herein shall. upon request of the Riverside County flood Control and Water ConservatIon
District, be immediately moved by. and at the sole expense of. the Permittee.
9. LIABILITY FOR DAMAGES. The permittee shall indemnity and hold the Riverside County Flood Control and Water Conservation District. its
officers. agents. employees and independent contractors free and harmless from any liability whatsoever. based or asserted upon any act or omIssion
of permittee. its officers. agents. employees, subcontractors. independent contractors. guests and invitees, for property damage. bodily injury or death
or any other element of damage of any kind or nature related to or in anywise connected with or arising from the permittee's use of the premises.
including. but not limited to, the construction, operation and maintenance of the installation provided for herein on the District's right--of-way or any
such claims that may arise out of the failure of such installation. the condition thereof or the obligations to be performed by the permittee herein. The
permittee shall defend. at its expense, including attorney's fees. the Riverside County Flood Control and Water Conservation District. its officers. age.,ts.
employees and independent contractors. in any claim or legal action based upon such alleged acts or omissions.
10. SURVEY MONUMENTS. Riverside County Flood Control and Water Conservation District monuments andlor right-of-way markers plaCed
for the convenience of the permittee and monuments or right-of-way markers destroyed or requiring placement during or aher completion of the ..-ork
shall be done by the Riverside County Flood Control and Water Conservation District's survey crews and the permittee shall pay to the Riverside COI,l"lty
FlOOd Control and Water Conservation District any and all costs incurred in the placement or replacement of District monuments andlor right-ot-way
markers within 30 days of billing from the Riverside County Flood Control and Water Conservation District.
11_ MAKING REPAIRS. The permittee shall replace and restore the right of way at the place ot the excavation to its condition prior to the ma" "g
of the excavation.
12. CARE OF DRAINAGE. If the work herein contemplated shall interfere with the established drainage. ample provision shall be made by me
Permittee to provide for it as may be directed by the grantor
13. MAINTENANCE. The permittee agrees by the acceptance ot this permit to exercise reasonable care to maintain property any encroach-;:'1t
placed by it in the right of way and to exercise reasonable care m Inspecting lor and immediately repairing and making good any injury to any po~ on
of the right of way as a result of the work done under this perm,! ~::!;,Jding any and all injury to the right of way which would not have occurrec ~=d
such work not been done or such encroachment not placed there,n.
14. PERFORMANCE WARRANTY. Bond may be required of me permittee whenever in the judgment of the Riverside County Flood Controi a.1d
Water Conservation DistriCt, it becomes necessary or advisable to guarantee performance.
15. DURATION. This permit may be cancelled by the Riverslce County Flood Control and Water Conservation District upon thirty days wr:r:en
notice to permittee.
~
SPECIAL PROVISIONS
-- ~
1. INSPECTION FEE REQUIRED BY GRANTOR. The permiltee shall deposit a sum in the amount of $ _~ ~". ...'th
the Riverside County Flood Control and Water Conservation District at least five working days prlO' !O
the anticipated start of work covered by this permit. Said amount is to cover the estimated cost of .inspection. investigation,.,tesl,:"lg.
etc.. by the District of the work propos~ under the permIt
2. NOTICE OF BEGINNING OF WORK. The permittee shall advise the Chief Engineer in
covered by this permit. Said notice shall be delivered to the office
Control and Water Conservation District at least live work.ng days prror 10 the start of work.
writing of the anticipated start of 'k':)rk
of the Ri....erside County FlOOd
GA
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RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
ENCROACHMENT PERMIT
PAGE 2
Riverside County Assessment District 161 - Eastern Municipal
Water District
Encroachment Permit No. 7-0-020-1696
October 17, 1989
permittee's attention is called to all General and Special provisions
found on the reverse side of Sheet 1 of this permit. The District
requires 5 days notice prior to commencing work. Notice may be given
by calling the Permit section at 714/787-6668. In the event
Permittee or ~ontractor fails to give proper notice before starting
work, Permittee's contractor shall be required to remove the backfill
for inspection and/or reconstruction of the work described in this
permit, as directed by District's engineer.
If installation is not completed within 10 working days after
commencing work, the permit will be suspended and no work will be
allowed until a penalty payment equal to the original inspection fee
is paid. This penalty will be assessed for each 10 working days, or
other specified period until the installation is complete~.
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51 A TE OF CALIFORNIA
GEORGE DEUKMEJIAN, Gowmor
DEPARTMENT Of INDUSTRIAL RElATIONS
DIVISION OF OCCUPATIONAL SAFETY
AND HEALTH
MINING AND TUNNELING UNIT
6150 VAN NUY$ BLYD., SUITE 310
VAN NUYS. CA 91401-3333
j
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-- .,"' '/ !'- ". .
'~""V..'-:J
DEI; 0 J.-
RANeAC
@'
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,
'-";?-
ADDRESS REPl'( TO:
6150 VAN NUYS BLVD., SUITE 310
VAN NUYS, CA 91401.3333
November 28, 1990
"
t
....-.
Phone: 818-901-5420
(
Mr. Chuck Collins
RllNPAC Engineering Corporation
27447 Enterprise Circle West
Temecula, California 92390
for the County of Riverside
Subject: Classification of Tunnel Bores in the Santa Gertrudis Trunk Sewer Project-
County of Riverside Assessment District No. 161
Dear Mr. Collins:
Personnel of the Mining and Tunneling Unit of the Division of Occupational Safety and
Health of the State of California have reviewed the infonnation you transmitted to us
on the project noted above. On site surveys were made to the proposed project work site
and a study was made of previous underground work that has taken place in the vicinity.
On the basis of these efforts, a classification of Potentially Gassy will be assigned
to tunnel bores in the Santa Gertrudis Trunk Sewer Project of Riverside County Assess-
ment District No. 161(Sta. 40+00 to 41+12 and 60+00 to 60+58) near I-15 Highway in
Riverside County.
Please infonn my office when a contractor is selected to do the underground work, so
that the Labor Code mandated pre-job conference can be scheduled with him.
If you have further questions on this matter, please feel free to call me at any time.
:;;cere~J
~M. Ishkanian
Senior Engineer
DOSH Mining and Tunneling Unit
5-677
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..........-..-.
Slate of California
Department of Industrial Relations
DIVISION OF OCCUPATIONAl SAFElY AND HEALTH
MINING AND TUNNELING UNIT
UNDERGROUND
CLASSIFICATION
for
Tunnel Bores in the Santa Gertrudis Trunk Sewer Proiect-Riverside Co.
(Name of Tunnel or Mine)
as required by the California Labor Code See/ion 7955 has been classified as
Potentially GaSSY
(Type of Classification)
RANPAC Engineering Corporation for the County of Riverside, CA
(Company Name)
of 27447 Enterprise Circle West, Temecula, California 92390
(Mailing Address)
at Santa Gertrudis Creek and Hwv I 15 in Riverside County. C'A
(location)
Project Sta. 40+00 to 41+12 and 60+00 to 60+58
NOTE
The Division shall be notified if sufficient quantities of flammable gas or
vapors have been encountered underground. Classifications are based
on the California Labor Code Part 9, Tunnel Safety Orders and Mine Safety
Orders.
Date
November 28, 1990
Division of occupa1' Safety & Health
By Z; ~
Signature
This CLASSIFICATION Shall Be
Conspicuously Posted At The Place Of
Employment.
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I') T--'-yr
LETTER OF PERMISSION
August 31, 1989
Riverside county Flood control &
Water Conservation District
1995 Market street
P.O. Box 1033
Riverside, CA.. 92501
ATTN: COEN COUWENBERG
SUBJECT:
CONSENT ~O GRADE SANTA GERTRUDIS CREEK
ASSESSMENT DISTRICT NO. 161
W.O. #135-23
Sir:
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I am the owner(s) of Assessor Parcel Number (APN) 914-260-023
which borders upon Santa Gert=dis Creek Channel. I have
reviewed the plans entitled "County of Riverside, Murrieta Creek
A.D.P., Santa Gertrudis Creek, Stage IV, Assessment District
161", Sheet 12, and hereby give consent to grade on my property
as shown thereon.
1
NAME: Costa Ventures I
ADDRESS: - 23S0:cammo V1da RobLe :;u1ce "A"
carlSbad, Ca.. 9:lUU!:i
srGNA=,-LLL,-~~
DATE : J:lecember 27, 1989
William J. Koll" President
I
/d;/wpad/perm;ssion.ltr/13S-23
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THE COSTA GROUP
2380 Camino Vida Roble
Suite A - Carlsbad, CA 92009
(819) 438-3833
MEMO
TO:
RANPAC ENGINEERING
1./44/ J:Nl'llti'RISE CIRCLE WEST
TEMEalLA, CA. 92390
ATIN: CHUCK ())T.ToTNS
REMARKS:
RECEI',!EO
JAN 2 1990
DATE:
12/28/89
RE:
a::NSENT TO GRADE SANTA
GEElTRUDIS CREEK ASSESSMENT
DISTRICT NO. 161
PLEASE FIND ENCLOSED THE a::NSENT TO GRADE SANTA GERTRUDIS
CREEK ASSESSMENT DISTRICT NO. 161.
IF YOU SHOULD HAVE ANY QUESTIONS OR PROBLEMS, PLEASE I:X:!'I'T
HESITATE TO CXNI'ACT ME.
REPLY:
())!?Y TO:
SIGN
TERRY M.
D:nm::roR OF ENGINEERING
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RANPAC
II
ENGINEERING CORPORATION
\ :; J---;'- 2:/1 I
RECEIVED
JAN 4 1990
September 12, 1989
Riverside County Flood Control &
Water Conservation District
,1995 Market Street
p.o. Box 1033
Riverside, CA. 92501
ATTN: COEN COUWENBERG
SU1lJECT:
LETTER OF PERliISSION FOR CONSENT TO GRADE SANTA
GERTRtrDIS CREEX
ASSESSMENT DISTRICT NO. 161
W.O. '135-23
Sirs:
We are the owner(s) of Assessor Parcel Number (APN) 911-150-005
which borders upon Santa Gertrudis Creek Channel. We have
reviewed the plans entitled "county of Riverside, Murrieta Creek
A.D.P., Santa Gertrudis Creek, Stage IV, Assessment District
161", Sheet 2 and hereby give consent to grade on our property
as shown thereon.
NAME: Hsiao-Fena Chao & Paul Lin
ADDRESS: cle cerri~~~,~~crow. Inc.
18842 Norwalk Boulevard.
SIGN~~S)
SIGNATURE: _;-:: -----"-'- .
DATE: !fI:.,/ //. d?f '-',
,
:.-~. .
/d9/Wpad/permi..;on.Lrr/13S.23
10
274-17 EntemrISe ClIcle West . Te!1\ecu1a. CA 9"..390 l:SA . TEL 71~ 676-7000 . FAX 71~ 676-&527
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"-..
nJ'-.:LYJ/
LETTER OF PERMISSION
August 31, 1989
Riverside County Flood Control &
Water Conservation District
1995 Market Street
P.O. Box 1033
Riverside, CA. 92501
ATTN: COEN COUWENBERG
SUBJECT:
CONSENT TO GRADE SANTA GERTRUDIS CREEK
ASSESSMENT DISTRICT NO. 161
W.O. #135-23
Sir:
We are the owner(s) of Assessor Parcel Number (APN) 919-350-024,
which borders upon Santa Gertrudis Creek Channel. We have
reviewed the plans entitled "County of Riverside, Murrieta Creek
A.D.P., Santa Gertrudis Creek, Stage IV, Assessment District
161", Sheets 9,10,11 and hereby give consent to grade on our
property as shown thereon.
NAME: WILLIAM LYON COMPANY
ADDRESS: 4330 LA JOLLA VILLAGE DRIVE. STE.130
SAN DIEGO. CALIFORNIA 92129
SIGNA:: ~ ~~d .
/dg/wpacVpermission.ltr/135-23
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R~CiSlVED
P 1 2 1989
NPAC
Q?r~t&~ fffzc.
September 11, 1989
Chuck Collins
RANPAC ENGINEERING CORPORATION
27447 Enterprise Circle West
Temecula, CA 92390
REF: CONSENT TO GRADE SANTA GERTRUDIS CREEK
ASSESSMENT DISTRICT NO. 161
W.O. # 13523
Dear Mr. Collins:
Pursuant to your letter of August 31, 1989, enclosed
herewith please find an executed copy of the consent to grade for
the above referenced property. The Letter of Permission has been
signed by Garry M. Tarquinio, the Division Manager.
If I can be of any further assistance, please do not
hesitate to contact me.
Very truly yours,
LYON COMMUNITIES
Gerog Haviar
Divislon Construction
Operations Manager
Enclosure (1)
4330 lA JOLLA VilLAGE DRIVE, SUITE 130 . SAN DIEGO. CALIFORNIA 92122
(619) 546.1200 . FAX (619) 546-1788
REAL ESTATE DEVELOPMENT
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/
LETTER OF PERMISSION
August 31, 1989
Riverside County Flood Control &
Water Conservation District
1995 Market Street
P.O. Box 1033
Riverside, CA. 92501
ATTN: COEN COOWENBERG
SUBJECT:
CONSENT TO GRADE SANTA GERTRUDIS CREEK
ASSESSMENT DISTRICT NO. 161
W.O. '135-23
sir:
We are the owner(s) of Assessor Parcel Number (APN) 911-150-008
which borders upon Santa Gertrudis Creek Channel. We have
reviewed the plans entitled "County of Riverside, Murrieta Creek
A.D.P., Santa Gertrudis Creek, stage IV, Assessment District
161", Sheets 3,4,5,6 and hereby give consent to grade on our
property as shown thereont subject to permits from all govern-
mental and regulating ent~ties. .
92130
SIGNATURE:
DATE:
;4~
/~8~
ldil/"pad/pennission.l tr/13S-23
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1-:1_ _r'/,
':;"j .---;/1!
LETTER OF PERMISSION
August 31, 1989
Riverside County Flood Control &
Water Conservation District
1995 Market Street
P.O. Box 1033
Riverside, CA. 92501
ATTN: COEN COUliENBERG
SUBJECT:
CONSENT TO GRADE SANTA GERTRUDIS CREEK
ASSESSMENT DISTRICT NO. 161
W.O. '135-23
sir:
We are the owner(s) of Assessor Parcel Number (APN) 911-150-007,
911-150-019, 911-160-012, 919-350-016, 919-350-038 which borders
upon Santa Gertrudis Creek Channel. We have reviewed the plans
entitled "County of Riverside, Murrieta Creek A.D.P., Santa
Gertrudis Creek, Stage IV, Assessment District 161", Sheets
2,3,4,5,6 and hereby give consent to grade on our property as
shown thereon.
NAME: LEO RORIPAUGH. ET.AL.
ADDRESS: P.O. BOX 2
TEMECULA,. CALIFORNIA 92390
SIGNATURE:
DATE:
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/dQlwpad/permission.ltr/135-23
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RECEIVED
NOY 8 1989
LETTER OF PERMISSION
August 31, 1989
Riverside County Flood Control &
Water Conservation District
1995 Market Street
P.O. Box 1033
Riverside, CA. 92501
ATTN: COEN COUWENBERG
SUBJECT:
CONSENT TO GRADE SANTA GERTRUDJ:S CREEX
ASSESSMENT DJ:STlUC'l' NO. 1.61.
W.O. #1.35-23
Sir:
I am the owner(s) of Assessor Parcel Number (APN) 911-150-006
which borders upon Santa Gertrudis Creek Channel. I have
reviewed the plans entitled "County of Riverside, Murrieta Creek
A.D.P., Santa Gertrudis Creek, Stage IV, Assessment District
161", Sheets 2 & 3 and hereby give consent to grade on my
property as shown thereon.
NAME: Ui~!d.~l'F ICKr.).vo Fr--
ADDRESS: 8441 YARRow STREET
RO~D CAkIFORN~70
SIGNA:: /;r;;:~d-" /9r:;4~
/dg/wpad/permission.ltr/13S.Z3
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LETTER OF PERMISSION
August 31, 1989
Riverside County Flood Control &
Water Conservation District
1995 Market Street
P.O. Box 1033
Riverside, CA. 92501
ATTN: COEN COUWENIlERG
SUBJECT:
CONSENT TO GRADE SANTA GERTRUDIS CREEK
ASSESSMENT DISTRICT NO. 161
W.O. #135-23
Sir:
We are the owner(s) of Assessor Parcel Number (APN) 914-260-003
which borders upon Santa Gertrudis Creek Channel. We have
reviewed the plans entitled "County of Riverside, Murrieta Creek
A.D.P., Santa Gertrudis Creek, Stage IV, Assessment District
161", Sheet 12, and hereby give consent to grade on our property
as shown thereon.
NAME: COSTA VENTURE I
ADDRESS: 2380 CAMINO VIDA ROBLES
CARLSBA~'7CALIFORNIA 92008
SIGNATURE: (~-;;-~ ~/~
DATE: 1/ - A 8'
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/dg/wPad/pennission.ltr/1J5-23
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LETTER OF PERMISSION
August 31, 1989
Riverside County Flood control &
water Conservation District
1995 Market Street
P.O. Box 1033
Riverside, CA. 92501
ATTN: COEN COUWENBERG
SUBJECT:
CONSENT TO GRADE SANTA GERTRUDIS CREEK
ASSESSMENT DISTRICT NO. 161
W.O. *,1.35-23
sir:
We are the o;mer(s) of Assessor Parcel Number (APN) 919-350-025
,.hich borders upon Santa Gertrudis Creek Channel. We have
revie;.'ed the plans entitled "county of Riverside, l'jurrieta Creek
A.D.P., Santa Gertrudis Creek, stage IV, Assessment District
161", Sheets 6,7,8,9, and hereby give consent to grade on our
property as shown thereon.
NAME:
126 Cross Creek Ltd;
a California Limited Partriership
BY:
Costa Construction, Inc': ..
a ~ali'Zl;r..t~
BY. ___ ~
William J. Koll, Prp~;npnt
SIGNATURE:
ADDRESS: 2380 Camino Vida Roble #A
Carlsbad, Ca. 92009
Idg/"?d/por~:s~:; ItrJ13H3 CjJ S J8C(
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2380 Camino Vida Roble
Suite A - Carls bad, CA 92009
(619) 438-3833' FAX(619) 438-5367
LiCense.8534905
September 5, 1989
Ranpac Engineering Corp.
27447 Enterprise Circle West
Temecula, Ca. 92390
Attn:
Re:
Chuck Collins/ Project Manager
126 Cross Creek/ Consent to grade
Dear Chuck,
purusant to your request of August 31, 1989, please find
enclosed the original Letter of permission to grade, signed
_by William J .... Koll.
If you should have any questions regarding this, please don't
hesitate to contact the undersigned.
Respectfully,
Robert R. Henderson
Project Manager
RRH/gll
encls.
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RANPAC
fB
ENGINEERING CORPORATION
LETTER OF PERMISSION
January 30, 1990
Riverside County Flood Control &
Water Conservation District
1995 Market Street
P. O. Box 1033
Riverside, CA 92501
ATTENTION:
COEN COUWENBERG
SUBJECT:
CONSENT TO GRADE SANTA GERTRUDIS CREEK
ASSESSMENT DISTRICT NO. 161
W. O. #135-23
Sir:
I am the owner(s) of Assessor Parcel Number (APN) 910-110-031, 910-
110-029, 911-160-009, 911-160-007, 911-180-016, 911-180-018, which
borders upon Santa Gertrudis Creek Channel. I have reviewed the
plans entitled "County of Riverside, Murrieta Creek A.D.P., Santa
Gertrudis Creek, Stage III, Assessment District 161", Sheet 2 & 12
and hereby give consent to grade on my property as shown thereon.
NAME:
BEDFORD DEVELOPMENT CO.
ZE'7&r S;:;ru Owl- /) y <
ADDRESS:
771k7u-../....
&
'7 z...;C;;c.
ill
(,,/"--'5IGNATURE :
...-::~ . ;~//
~~ ..,...4~
/TITLE : ,I}~6:If. tY~
DATE:
~~~,ijo
bm/wpad/permlssion.ltr/a:
1'\
27447 Enterprise Circle West . Temecula, CA 92390 USA . TEL 714 676-7000 . FAX 714 676-8527
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):' . - - j 'Jo"'--
KENNETH L EDWARDS
CHIEF ENGINEER
I . ~ _,
Iruus MARKET STREET
P. O. BOX 1033
TELEPHONE (714) 787-2015
. .
RIVERSIDE COUNTY FLOOD CONTROL AND
WATER CONSERVATION DISTRICT
RIVERSIDE, CALIFORNIA 82802
June 21, 1988
Mr. Robert L. .Keck
RANPAC Engineering Corp.
27447 Enterprise Circle West
Temecula, CA 92390
Dear Mr. Keck:
Re: Sewer Location within
R.C.F.C. Right of Way
In response to your letter dated June 8. 1988 and sketch showing
the proposed location of a future 24" trunk sewer. please be
advised that the District does not object to the proposal.
Please contact the District, prior to finalizing your sewer
design drawings, to establish the District's requirements for
jOint use of the Tucalota Creek right of way.
Very truly yours.
KENNETH L. EDWARDS
~ Engi
COEN COUWENBERG
Senior Civil Engineer
CC:pln
ccl0621a
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KENNETH L. EDWARDS
CHIlE,. ENGINEER
.,).-t-U . ~
~- { !.(.
t 888 MARKET 8TREET
P. O. BOX 1033
T'a..EPHONE (7'.) 787.2018
RIVERSIDE COUNTY FLOOD CONTROL AND
WATER CONSERVATION DISTRICT
RIVERSIDE. CALIFORNIA 82802
December 14, 1987
l ~'1-01?
(O~)
Mr. Walter B. .Dixon
Rancho Pacific Engineering
Corporation
27780 Front Street, Suite 9
Temecula, CA 92390
Dear Mr. Dixon:
Re: Santa Gertrudis Creek
Sewer Line (AD 161)
In reply to your letter. dated November 25, 1987, I offer the fol-
lowing information. The District does not object to the instal-
lation of a trunk sewer line within the Santa Gertrudis Creek
Channel right of way. The sewer line should be located as close
to the property line as possible preferably five feet from the
property line to the center line of pipe.
The District does not own the right of way for the Santa
Gertrudis Creek Channel at this time. We do request, that the
owners of said right of way, allow the sewer line through an
agreement or permit. Upon transfer of right of way to the Dis-
trict, we would issue an encroachment permit for its operation
and maintenance.
If you have any further question, please call 714/787-1296.
Very truly yours,
KENNETH L. EDWARDS
i~j~i~ Jl
DONALD F. GRE~
Chief of Operations
DFG:bab
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SPECIFICATIONS - DETAILED PROVISIONS
Section 02201 -Construction Methods & Earthwork
PART 1 - &EMERAl
1.01 Requirement
1.02 Structure Protection
1.03 Job Conditions
1.04 Guarantee
PART 2 - PRODUCTS
2.01 Materials
PART 3 - EXECUTIOII
3.01 Weather limitations
3.02 Preparation
3.03 Construction
3.04 Field Quality Control
CONTENTS
Page
02201-1
02201-2
02201-4
02201-6
02201-7
02201-8
02201-8
02201-9
02201-24
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0689
Construction Methods & Earthwork
02201-1
SECTION 02201
CONSTRUCTION METHODS & EARTHWORK
PART 1 - GENERAL
1.01 REQUIREMENT.
A. Verification of Existinq Conditions. It shall be the responsi-
bility of the. Contractor to. examine the site of the work and to make all
investigation necessary. both surface and sub-surface. to determine the
character of materials to be encountered and all other existing conditions
affecting the work.
B. Site Gradinr. The entire site within the area affected by
construction shall be c eared and bladed. All surfaces to receive compacted
fill shall be cleared of existing vegetation, debris, or other unsuitable
material. Surfaces shall be cut or filled to the extent indicated by finish
grade stakes set by the Engineer. Finish surfaces shall slope uniformly
between spot elev,ations or finish contour lines shown on the drawings and
away from structures. Subgrade for finished surfaces, concrete, asphalt,
etc., the grading tolerance will be plus or minus .05 feet from surface
elevations indicated.
Rough Site Grading. All requirements of Site Grading shall be
adhered to, with the exception that in unpaved areas and areas which do not
have gradient restraints to allow for proper drainage, the grading tolerance
will be plus or minus 0.20 feet from surface elevations indicated.
Rough site grading in areas of future pavement shall have grading tolerance
of plus or minus 0.10 feet from surface elevations.
co
C. I!Iines, Grades and t1easures. All lines and grades will be
estab 1 i shed by the Engi neer, and the Contractor shall provi de him wi th such
assistance and materials as may be required. The Contractor shall carefully
preserve all survey stakes and reference points. SHOULD ANY STAKES OR POINTS
BE REMOVED OR DESTROYED BY ANY ACT OF THE CONTRACTOR OR HIS D1PLOYEES THEY
MAY BE RESET AT THE CONTRACTOR'S EXPENSE.
Grade stakes for buildings, sidewalks, pump bases, engine bases, utility
servi ces and pavi ng shall be furni shed by the Oi stri ct as requested by the
Contractor.
Grade stakes for water system construction will be furnished at 100' stations
except as directed by the Engineer for specific applications, and at fire
hydrant, blow-off, air valve, and water meter locations.
Grade stakes for sewer system construction will be furnished at 25' stations
and at locations of appurtenances.
The Contractor shall inform the Engineer a reasonable length of time in advance
of the times and places at which he intends to work in order that lines and
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Construction Methods & Earthwork
02201-3
D. Maintenance of Utilities. Insofar as practical during the progress
of the work, the property of any owner of a public utility pipeline or conduit,
.sewer, culvert, stonn drain, drainage ditch, flood control channel, overhead
wires or cables, or underground wires or cables, or any other structure or
facility shall not be disturbed but shall be supported and protected against
injury and maintained in good operating condition at the expense of the
. Contractor. In no case shall any such property be disturbed or removed without
the consent of the owner and approval of the Engineer. The Contractor shall
be responsible for making good all damage due to his operations and the
provisions of this section shall not be abated even in the event such damage
occurs after backfilling, or is not discovered until after completion of
backfill ing.
The Contractor shall explore the. location and depth of underground facilities,
sewers, and stonn drains sufficiently in advance of pipe laying or other
construction operations so that changes in 1 ine or grade. or both, can be
made in the pipeline without delay of the Contractor's construction schedule,
without relaying or reconstructing previously installed pipe or other facili-
ties and to avoid wherever possible moving, altering, or reconstruction of
the obstructing underground facilities, sewers, or stonn drains.
The locations of existing underground utilities and structures, insofar as
they are known from infonnati on furnished by the respecti ve uti 1 ity compani es
and agencies and other sources, have been shown on the drawings.
It shall be the responsi bil i ty of the Contractor to verify the location of
these obstructions and to locate any other underground utilities and structures
which might necessitate a change in the line and grade of the new work.
If the Contractor, while perfonning the work of construction, discovers utility
facilities not identified by the District in contract plans' or specifications,
he shall immediately notify the District in writing.
In no case shall any utility that has been damaged, whether shown or not
shown on the plans, be backfilled without the Contractor notifying the utility
company of the damage.
Pursuant to Section 4215 of the Government Code, the District shall compensate
the Contractor for the costs of locating, repai ring damage not due to the
failure of the Contractor to exercise reasonable care, and removing or
relocating main or trunkline utility facilities not indicated in the plans
and specifications with reasonable accuracy, and for equipment on the project
necessarily idled during such work. The Contractor shall not be assessed
liquidated damages for delay in completion of the project, when such delay
was caused by the failure of the District or the owner of the utility to
provide for said removal or relocation of such utility facilities. Nothing
herein shall be deemed to require the District to indicate the presence of
existing service laterals or appurtenances whenever the presence of such
utilities can be inferred from the presence of other visible facilities,
such as buildings, meter and junction boxes, on or adjacent to the site of
the construction.
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Construction Methods & Earthwork
02201-5
Where pipe1 ines are to be constructed through and adjacent to tracts of
improved property,. the Contractor shall, where practical, confine his
operations within a 3D-foot wide right-of-way or such other width ri~ht-of-way
as may be designated on the drawings or in the Special Provisions. If the
Contractor's operations are such as to require additional space, the Contractor
shall arrange for and secure at his own expense any additional right-of-way
required. The Contractor shall enter into written agreements with the
landowners and copies of the agreements shall be furnished to the Engineer.
Where the pipeline is to be constructed through cultivated fields not in
public road rights-of-way, the District will obtain and pay for damage to
crops over a total overall wi dth of 30 I or such other wi dth as may be
designated. Any damage to crops outside of the designated right-of-way shall
be paid for by the Contractor.
B. Safeguarding Excavations and Property. Excavations shall be
adeguate1y shored and braced so that the earth wi 11 not sl ide or settle and
so that all exi sting improvements of any kind wi 11 be full y protected from
damage. Any damage resulting from a lack of adequate shoring and bracing
shall be the responsi bi 1 ity of the Contractor. The Contractor shall effect
all .necessary repairs or reconstructions at the Contractor's own expense
as directed by the Engineer and shall bear all other expenses resulting from
such damage.
C. Safety Measures. Each bid proposal submitted under these specifi-
cations for the construction of a pipeline, sewer, sewage disposal system,
boring and jacking pits, or similar trenches or open excavations, or the
use of such a trench or open excavation, shall include in appropriate bid
items for such work the costs necessary to provide adequate Sheeting, shoring,
and bracing, or equi va 1 ent method for the protection of 1 ife or 1 imb, whi ch
shall conform to appl i cabl e safety orders, incl uding the Constructi on Safety
Orders of the California Division of Industrial Safety, in accordance with
the requirements of the California Occupational Safety and Health Act.
When working in, or connecting to, existin~ systems in operation, the required
safety provisions for work in an operating system will be enforced, including
provisions for working in confined air spaces when appropriate.
Nothing in this requirement shall be construed to impose tort liability on
the awarding body or any of its employees.
D. Trench Shoring Approval. Any contract for publ ic works involving
an estimated expendi ture in excess of twenty-fi ve thousand doll ars ($25,000)
for the excavation of any trench or trenches 5' or more in depth, shall require
submission by the Contractor and acceptance by the awarding body or by a
regi stered ci vi 1 or structural engineer to whom authority to accept has been
dele~ated, in advance of excavation, of a detailed plan showing the design
of shoring, bracin~, sloping, or other provisions to be made .for worker protec-
tion from the hazard of caving ground during the excavation of such trench
. or trenches. If such plan varies from the shoring system standards, the
plan sh~ll be prepared by a registered civil or structural en~ineer.
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Construction Methods & Earthwork
02201-7
PART 2 - PRODUCTS
2.01 MATERIALS.
A. Select Backfill Material. and .Specia1 Beddinq and Backfill.
Select backfill material shall be selected from the excavated material or
imported when not available from the excavated material. In either case.
it shall be provided at the Contractor's expense.' and shall be included in
the costs proposed for pipeline installation on the biddinq sheets.
Where called for on the plans or in these specifications. and not covered
by a separate bid item. special bedding or backfill shall be included in'
pipeline construction costs on the bidding sheets.
Where required by the qoverning aqency or by the District to meet compaction
requirements of these specifications. or requirements of these specifications
for beddinq or for select qranu1ar backfill. special bedding or imported
backfill and disposal of excavated spoil shall be provided at the Contractor's
expense.
The requi rements for speci a 1 bedding and backfi 11 at the Contractor's expense
as described herein as a part of the Special Conditions or as shown on the
Contract Drawinqs shall supersede and take precedence over any and all other
requirements for measurement and/or payment for special bedding or backfi 11
found elsewhere in these specifications. Beddinq is defined herein to include
sand. rock or concrete base. cradle. or encasement. Backfill material is
defined herein to include backfill for both trench backfill and pipe beddinq
(or pipe zone backfill).
Special beddinq or backfill not called for on the plans or in these specifi-
cati ons. but requi red by the Enqineer over and above the requi rements of
this specification. shall be constructed at additional cost. at prices ref1ec-
tinq current material costs as evidenced by paid vouchers. plus 50% to cover
all costs of installation and overhead.
The encounter of ground water not anticipated in engineering reports made
available for this contract. and the required over-excavation and construction
of a stable base as determined necessary by the Enqineer shall be considered
over and above the requirements of this specification. and the required base
shall be paid for at the above stipulated prices.
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Const~uction Methods & Earthwork
02201-9
3.03 CONSTRUCTION.
A. Excavation. The Contractor shall perform all excavation necessary
or required. for the construction of the facilities covered by these specifica-
tions. Excavations may be performed by either hand or machine methods and
shall be of sufficient size to provide adequate space for working in accordance
,with safety regulations and practice and the Contract Drawings. Excavations
shall include the removal and disposal of all materials of whatever nature
and quantity incl uding water. rock. decomposed grani te. or any other type
of soil or material. subsurface obstructions and also overhead obstructions
which may interfere with the operation of equipment used on the work. Excava-
tion shall il1lllE!di ately precede subsequent construction. and shall not remai n
open longer than necessary for construction. Excavation for foundations
shall be made only after construction of subgrade. as hereinafter described.
has been completed. Over-excavation for foundations shall be filled with
concrete.
1.
Seismic Investi1ation. In suspected or known fault areas,
Contractor shal make his trench or excavation available
to the property owner or his geologist for seismic investi-
gations as required under the Alquist-Priolo Geologic Hazard
Zones Act. Such investigation shall involve no delay to
the Contractor.
2.
Trench Excavation. Unless otherwise specified in the Special
Conditions or on the Contract Drawings. pipeline trenches
shall have a minimum clear distance of 6" and a maximum
of 9" on each side of the pipe barrel when the pipe is
properly placed and aligned in conformity with the Contract
Drawings. The sides of the trench shall be parallel to
and at equal distance on each side of the centerl ine of
the pipe.
The maximum length of trench which shall be opened or
partially opened at anyone time shall be 1 imited to 500'
for sewer lines and one-half mile for water pipelines. except
where qoverned by other agencies or approved by the Engineer.
Bell holes or. depressions shall be dug by hand at the proper
locations of sufficient size to adequately work the joints,
but no larger than is required.
When the trench is excavated to the 1 ine and grade as shown
on the drawings. and the bedding material encountered is
rock, the trench shall be excavated an additional depth
of at least 4" below the grade for the bottom of the pipe,
and the bottom of the t.rench shall be refilled with approved
material, moistened and compacted by tamping or by other
approved method to the satisfaction of the Engineer.
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Construction Methods & Earthwork
02201-11
6. Blastinq. The use of explosives on the work shall be subject
to the approval of the Enllineer. All operations involving
the handlinll and storage and use of explosives shall be
conducted with every precaution prescribed by the Construction
Safety Orders of the Division of Industrial Safety of the
State of California and by local laws and rellulations.
Only competent, reliable men workinll under experienced super-
vision shall be pennitted to use explosives. The Contractor
will be held responsible for and shall make good any damage
caused by blasting or otherwise resulting from disposition
or use of explosives on the work.
7. Cuttinq. In cutting or breaking up street surfacing, the
Contractor shall use equipment acceptable to the authorities
concerned. The pavement to remain in place shall be trinuned
with an approved cuttinll device in such manner as to leave
a vertical face with sound, unfractured pavement. All pieces
of pavement resultinll from cuttinll or breaking up street
suriacinll shall be removed from the trench area prior to
trenching.
8. Disposal of Excavated Materials. Insofar as space is avail-,
able in the rillht-of-way, such space may be used for temporary
storalle of excavated material, to be used' for backfill,
provided that no material shall be stored or deposited in
violation of any ordinance or regulation prohibiting the
fillinll or obstructing of water courses in drainalle channels.
Storage of excavated material in any street or highway shall
confonn to the regulations of the public authority havinq
jurisdiction thereover. All materials removed from the
excavations in excess of that stored temporarily as above
specified shall be immediately hauled away and used in
backfillinll elsewhere, or, if nQt used, shall be disposed
of by the Contractor. The di sposa 1 area shall be acqui red
by the Contractor.
No materials shall be disposed of either temporarily or
pennanently on privately or publ icly owned property unless
the Contractor shall first obtain pennission therefor from
the owner or allency concerned. The Contractor shall furni sh
satisfactory 'evidence to the Engineer that such consent
has been obtained and shall be responsible for all damages
and claims that may arise in connection therewith.
9. Bracinq and Shorinq. The Contractor shall furnish, place
and maintain such bracing and shoring as may be required
to support the side of the excavations for the proper protec-
tion of workmen, to facil itate the work and prevent damage
to the pipes and manholes being constructed, and to prevent
damalle to adjacent structures or facilities. Upon completion
of the work, all bracinll and shoring shall be removed unless
otherwise directed or pennitted by the Engineer.
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Construction Methods & Earthwork
02201-13
Backfill shall not be placed in trenches or excavations until the pipelines
and structures in the particular section involved have been inspected and
approved for backfilling by the E~gineer.
Backfill shall be placed, insofar as practical, as the work progresses,
allowing time for concrete (if used) to attain sufficient strength.
All excavations outside the completed pipelines and structures shall be back-
filled with compacted material to the level of the original ground surface
unless otherwise shown on the drawings or ordered by the Engineer. The
materials used for backfill shall be imported, selected material, or approved
selected excavated materials and shall be placed as directed by the Engineer.
All materials placed within 6" of the pipe or structure shall be free from
rocks or boulders 1 arger than 1 1/2" maximum dimension, and from unbroken
masses of earthy materials which might lodge and thereby cause unfilled pockets
in the excavation.
Unsuitable material encountered at the surface upon which the bedding material
'is to be placed shall be removed to a depth as detennined in the field by
the Engineer. Unsuitable material shall be as detennined by the Engineer.
If not otherwise specified, removal of material and additional bedding so
ordered over and above the amount requi red will be paid for in accordance
with the specifications unless, however, the necessity for such additional
bedding materials has been occasioned by an act or failure to act on the
part of the Contractor, in which event the Contractor shall bear the expense
of the additional excavation and backfill to the required depth. The
Contractor's attention is called "dewatering" procedures to ensure that an
otherwi se stab1 e foundati on will not be rendered unfi t due to accumul ati on
of water in the trench excavation. However, the Contractor has the
responsibility to reasonably ascertain the soil conditions prior to bid.
The cost of removing the unsuitabl e materi a 1 s shou1 d have been known pri or
to bid and be included in the bid price.
Imported materi a 1 s (if any) requi red for fi 11 or backfill shall be provi ded
by the Contractor from areas outside the site at his own expense. Such
materi a 1 shall be as herein speci fi ed and must be approved by the Oi stri ct
before delivery to the site.
1. Structure Backfill. The Contractor shall place all backfill
about structures to the original ground level, or to the
1 ines shown on the drawings or prescri bed by the Engi neer.
Fill materials shall be of earth only, and be free from
debris, vegetation, alkali, or other deleterious substances.
All backfill about structures shall be placed in layers
not more than 6" thick prior to compaction, which shall
be obtained by moistening to optimum moisture content prior
to p1 acing and compacting to maximum density by use of suit-
able equipment approved by the Engineer.
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Construction Methods & Earthwork
02201-15
4.
For all sewer pipe. select cohesionless. !!ranular backfill
shall be used up to an elevation 12" above the top of pipe.
imported whenever the En!!ineer determines that native material
is not satisfactory. Material for this purpose shall conform
to the requirements as set forth herein. The pipe zone
backfill shall be carefully packed under the haunches of
the pipe and brought up simultaneously on both sides. to
the full specified depth, so as to prevent any displacement
of the pipe from its true alignment. In compactin!! by
flooding, no ponding of water above the surface of the sand
will be permitted.
Water Line Backfill. Prior to backfilling, all pipe 30"
in diameter and lar!!er shall be either filled with water
under pressure or braced with stull s suffi ci ently to prevent
distortion while plac1n!!. consolidating and compactin!! back-
fill. Prior to backfilling, all trench supports shall be
removed unless otherwise approved by the Engineer.
Gravel Fill. Gravel fill shall be placed where specified,
indicated on the plans, or designated by the Engineer to
meet special conditions encountered.
Where gravel fill is required, crushed rock may be substituted
or added. Crushed rock for foundations shall be as defined
for pipe bedding which is described elsewhere in this specifi-
cation.
5.
The percenta!!e composition by wei!!ht of gravel fill shall
conform to. the following grading when determined by Test
Method No. Calif. 202:
Sieve Sizes
Percentaqe Passinq Sieves
100
85-100
35-55
10-30
2-9
1"
3/4"
No. 4
No. 30
No. 200
6.
Compactinq and Surfacinq. Except as otherwi se speci fi ca 11 y
requi red by the encroachment permit or elsewhere in these
specifications, the following requirements will apply:
The upper portion of the final lift will be backfilled with
selected material from the excavation, moistened to optimum
moisture content and compacted by mechanical tamping to
meet the requirements of the District standards. All backfill
in. public roads shall be consolidated and surfacing shall
be placed to meet State of California and Riverside. County
requirements as stated in the respective permit, whether
or not required by the inspector for.that particular aqency -
unless otherwise approved by the Enqlneer.
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Construction Methods & Earthwork
02201-17
Pavement, curbs, gutters and walks removed, cut or damaged
during the construction of facilities shall be replaced
or restored to their original condition, or as otherwise
specified. Local ordinances governing such repl acement
shall be adhered to in all respects.
Removal and/or. replacement of pavement where pavement now
exists, as well as removal and/or replacement of any other
obstructions, will be included in the item cost for the
particular installation, unless specifically itemized
separately on the bidding sheet.
D. Pavinq. Where not required otherwise by specific contract require-
ments or pennit requirements incorporated in the contract, the Contractor
shall construct new asphalt concrete pavinq as indicated on the Contract
Drawings and as specified herein. All pavinq proposals and operations shall
be subject to the approval of the Engineer.
Where this work is included in a lump sum bid itein, it is the Contractor's
responsi bil ity to sati sfy himse1 f as to the exact 1 engths and/or dimensi ons
of new roads and pavements. Tennina1s of all surfacinq indicated on the
Contract Drawinqs shall join any existing surfaces in a smooth juncture.
1. Sub-base.
a. Preparation. The upper 12" of sub-base in any area
to be paved shall be compacted to not less than 95%
of maximum density, as detennined by ASTM D-1557-70
and Method C.
b. Weed Killer. After the sub-base has been prepared,
a weed killer shall be applied to the entire sub-base.
Weed killer shall be Poly-Bor-Chlorate as manufactured
by Coast Borax Company, Borascu concentrated type as
manufactured by Pacific Coast Borax Company, or approved
equal. The weed killer shall be applied accordinq
to the manufacturer's published instructions.
2. Aqqreqate Base Course. Aggregate base course shall be gravel
fill as specified under Foundations herein, except that
100% shall pass the 3/4" sieve. The aqgreqate base course
shall be the thickness shown on the plans and shall be placed
in maximum 4" lifts. Aggregate base cours,e shall be compacted
to 95% of maximum density, as specified by ASTM D-I557.
Aqgregate base course shall be furni shed, spread and
compacted, as specified for Aggreqate Base Course in the
Standard Specifications, State of California, Department
of Transportation, latest edition. A spreader box will
not be required but care shall be taken to prevent segregation
durinq placement.
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Construction Methods & Earthwork
02201-19
h. Paving Headers. Edges of paving shall be bounded by
2 x 6 net new rough cut redwood unless otherwise shown
on the plans.
i. Asphalt Curbs. Automatic curbing machines shall be
used to construct asphalt curbs. The curb cross section
used shall be as shown on the drawings or as approved
by the District.
j. Paving Removal. Where paving is shown to be removed
on the drawings, it shall mean that all asphaltic
concrete and aggregate base shall be removed.
4. Removal and Replacement.
a. General. Replacement of street, driveway, alley
entrance, and other type pavements shall be of the
same material as the existing pavement, constructed
in accordance with the applicable drawings and
specifications.
The Contractor shall install temporary asphalt pavement
of the first course of permanent replacement immediately
following backfilling and compaction of trenches that
have been cut through pavement. Except as otherwi se
provided, this preliminary pavement shall be maintained
in a safe and reasonably smooth condition until required
backfill compaction is obtained and final pavement
replacement is ordered by the Engineer. . Temporary
paving removed shall be hauled from the job site and
disposed of at the Contractor's expense.
Where a longitudinal trench is partly in pavement,
the pavement shall be repl aced to the ori gina 1 pavement
edge, on a straight line, parallel to the centerline
of the roadway.
Where no part of a longitudinal trench is in the pave-
ment, surfacing replacement will only be required where
exi sting surfacing materi a 1 s have been removed or
damaged.
When the trench cut is in aggregate surfaced areas,
the replacement shall be of aggregate base course
material compacted to 95% of its maximum density.
b. Asphalt Pavement Replacement. Asphalt pavement replace-
ment shall be of the same thickness as the adjacent
pavement and shall match as nearly as possible the
adjacent pavement in texture.
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Construction Methods & Earthwork
02201-21
d. Curb, Gutter, and Sidewalk Replacement. Where any
concrete curb, gutter, or sidewalk has been removed
or displaced, the same shall be replaced to the nearest
construction joints with new asphalt or concrete to
the same dimensions, material, and finish as the original
construction that was removed.
Expansion joints shall be the same spacing and thickness
as on the original construction.
E. Expansion Joints. Expansion joints shall be constructed in curb,
walk, and gutter as shown on the plans or as specified herein. Such joints
shall be filled with premolded joint filler. No such joints shall be
constructed in crossgutters, alley intersections or driveways except as may
be approved by the Engineer.
One-half inch (13 1TIlI) joints shall be constructed in curb and gutter at the
end of all returns except where crossgutter transitions extend beyond the
curb return, in which case they shall be placed at the ends of the crossgutter
transition. No joints shall be constructed in returns. Where monol ithic
curb and gutter is constructed adjacent to concrete pavement, no expansi on
joints will be required except at EC and BC of curb returns. '
Expansion joint filler 1/4" (6 1TIlI) thick shall be placed in walk at the EC
and BC of all walk returns, around all utility poles which may project into
the concrete along the 1 ine of the work, and in walk returns between the
walk and the back of curb returns when required by the Engineer. . At the
EC and BC and around uti 1 i ty pol es, the joint fill er stri ps shall extend
the full depth of the concrete being placed. Joint filler strips between
walk and curb shall be the depth of the walk plus 1" (25 rrm) with the top
set flush with the specified grade of the top of curb.
All expansion joint filler strips shall be installed vertically, and shall
extend to the full depth and width of the work in which they are installed,
and be constructed perpendicular to straight curb or radially to the line
of the curb constructed on a curve. Expansion joint filler materials shall
completely fill these joints to within 1/4" (6 1TIlI) of any surface of the
concrete. Excess filler material shall be trilTllled off to the specified dimen-
sion in a neat and workmanlike manner. During the placing and tamping of
the concrete, the filler strip shall be held riqidly and securely in proper
position.
F. Weakened Plane Joints.
1. General. Weakened plane joints shall be straight and
constructed in accordance with Subsections "Control Joint"
and "Plastic Control Joint" below, unless otherwise shown
on the drawings.
In walk, joints shall be tranverse to the line of work and
at regular intervals not 'exceeding 10' (3 m). At curves
and walk returns, the joints shall be radial.
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Construction Methods & Earthwork
02201-23
D. Fi re Extinqui shers and Hoses. The Contractor sha 11 furni sh and
maintain fully charged fire extinguishers of the appropriate type, supplements
with temporary fi re hoses wherever an adequate water suppl y exi sts, at the
places where burning, welding, or other operations that may cause a fire
are being performed.
E. Flammable or Toxic Materials. Only a working supply of flammable
or toxic materials shall be permitted on or on any of the permanent structures
and improvements, and shall be removed therefrom at the end of each day's
operations. The Contractor shall store flammable or toxic materials and
waste separate from the work and stored materials for the work in a manner
that prevents spontaneous combustion or di spersi on, and none shall be pl aced
in any sewer or drain piping nor buried on the site.
F. Safety Helmets, ClothinQ, and Equipment. The Contractor shall
not permit any person for whom he is responsible or liable to enter or remain
on the site ,of the work un less the person is eQui pped wi th and wearing a
safety helmet' and other protective clothing and safety equipment conforming
to the requirements of the District or regulatory agencies, and shall discharge
from the site all persons not so equipped. The Contractor shall post conspic-
uous signs at appropriate locations warning the publ ic and persons engaged
upon the work of thi s reQui rement. The Contractor shall furni sh for thei r
temporary use such safety helmets, protective clothing, and safety equipment
as the Engineer may request of him.
G. Hazardous Areas. The Contractor shall not permit or allow any
person or persons to enter any pipe or space containing hazardous or noxious
substances or gases, or where there is an insufficient amount of oxygen to
sustain life and consciousness, or any other hazardous area unless equipped
wi th 1 awful and appropri ate safety equi pment and 1 i fe-supporting apparatus,
and unless those entering are continually monitored and guarded by and in
communication with other persons outside the space or area who are equipped
in the same way, can give an alarm to others for assistance, and initiate
immediate rescue operations in the event of mishap.
H. Work During an Emerqency. The Contractor shall perform any and
all operations and shall furnish any materials and equipment necessary during
an emergency endangering life or property and, in all cases, shall notify
the District of the emergency as soon as practical, but shall not wait for
instruction before proceedinq to properly protect both 1 ife and property.
Any additional compensation or extension of contract time claimed by the
Contractor on account of an emergency shall be appl ied for as provided in
the specifications.
I. Compaction Tests. All compaction tests required by either the
governi ng agency having juri sdi ction over the ri ght-of-way or by the Di stri ct
shall be performed by the District or its agent at District expense. However,
in the event these tests prove the compaction to be unacceptable to either
the governing agency or the Di stri ct, all subsequent tests requi red by the
governing aqency or the District shall be performed at the Contractor's expense
by an independent soi 1 sengi neer acceptabl e to the governi ng agency and to
all parties to the contract, unless performed by the governing agency.
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12/90
SPECIFICATIONS - DETAILED PROVISIONS
Section 02761 - Furnish & Install Vitrified Clay Sewer Pipe System
CON TEN T S
PART 1 - GENERAL
Page
1.01
1.02
1.03
1.04
1.05
Oescri pti on
Records
Job Conditions
Payment
Guarantee
02761-1
02761-1
02761-1
02761-1
02761-4
PART 2 - PRODUCTS & MATERIALS
2.01
02761-4
Materials Furnished by Contractor
PART 3 - EXECUTION
3.01
3.02
3.03
3.04
3.05
3.06
3.07
Installation of Pipe
Laterals and Clean-outs
Manholes
Cleaning Sewer Lines
Leakage Tests
Sewer Pipe Repairs
Lateral Markers
02761-5
02761-7
02761-8
02761-8
02761-8
02761-10
02761-10
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1290
FII Vitrified Clay Sewer Pipe System
02761-1
SECTION 02761
FURNISH & INSTALL VITRIFIED CLAY SEWER PIPE SYSTEM
PART 1 - GENERAL
1.01 DESCRIPTION. The Contractor shall furnish all labor. material. tools.
and equipment required for the complete construction of pipelines. manholes.
clean-outs. and other all ied structures and appurtenances as stated on the
Bi dding Sheets. shown on the Contract Drawi ngs. and specified herein. all
within the time as stated in the Contract Documents.
1.02 RECORDS. A true and accurate record of the location of all wye
branches. laterals. clean-outs. and other connections and appurtenances shall
be kept by the Contractor. and such record shall be furnished to the Engineer
prior to. or immediately upon. completion of the work. The location of the
end of all laterals and main stub-outs shall be shown at ground surface by
a marker approved by the Engineer.
1.03 JOB CONDITIONS. The Contractor shall famil iarize himself and comply
with all applicable state. county and municipal rules and regulations pertain-
ing to sanitation. fire protection and safety. and all provisions of the
Contract Documents.
1.04 PAYMENT.
A. Measurement For Payment. Quantities for installation of sewer
pipe. manholes. and other appurtenances on District-administered contracts
shall be measured for payment as specified herein.
1. Main Sewer Lines will be measured in place along the hori-
zontal centerline of the pipe by the linear foot. The
measurement will be continuous through all wye and tee
branches. fittings. and manholes. except that said measurement
will be taken to the center only of manholes where sewer
lines tenninate.
2. Laterals will be measured in place along the horizontal
centerline of the pipe by the linear foot from the centerline
of the main line sewer to the end of the lateral as shown
on the construction drawings.
3. Clean-outs will be measured on the basi s of each clean-out
installed. including wye branch. riser. screw plug. and
box with cover.
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F&I Vitrified Clay Sewer Pipe System
02761-3
specifications, as concurred by the Engineer, but not to
exceed in the ordinary project the following percentages
of the linear foot price stated on the Bidding Sheets:
Trench excavation
Pipe laid in place and shaded
Trench backfilled and backfill
compacted
Testing and clean-up, exclusive
of pavement replacement
10%
65%
20%
5%
2.
Wye or Tee Branches. Payment for quantities of wye or tee
branches and 1/8 bends measured as stated above and accepted
shall be included in the payment for the unit bid prices
for sewer pi pe, whi ch pri ces and payments shall constitute
full compensation for furnishing all labor, materials, tools,
and equipment necessary to complete the work in place, includ-
ing wye or tee branches only or wye or tee branches plus
1/8 bends or short pipe sections as applicable, and no
additional payment shall be made therefor.
3.
Clean-outs. Payment for quantities of clean-outs measured
as stated above and accepted wi 11 be pai d for at the unit
bid price stated on the Bidding Sheets, which prices and
payments shall constitute full compensation for furnishing
all labor, materials, tools and equipment necessary to
complete the work in place, including wye branch, riser,
screw plug, and box with cover, and no additional payments
will be made therefor.
4.
Manholes. Quantities of manholes measured as stated above
and accepted, will be paid for at the respective unit bid
prices for the sizes of manholes stated on the Bidding Sheets,
which prices and payment shall constitute full compensation
for furnishing all labor, materials, tools and equipment
necessary to complete the work in place, including concrete
base, manhole rings and tops, drop manhole inlets and
supports, mortar, manhole frames and covers, steps, stubs,
earthwork, testing, removal and restoration of pavement"
and disposal of surplus earth.
Special Bedding. Quantities of special bedding measured
as stated above and accepted, wi 11 be paid for at the stipu-
lated cost price, or the respective unit bid price for the
quantities as stated on the Bidding Sheets, which price
shall constitute full compensation for all labor, materials,
and equipment necessary to complete the work in place, includ-
ing the special bedding material.
5.
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F&I Vitrified Clay Sewer Pipe System
02761-5
C. Cast Iron Pipe. Cast iron sewer pipe and fittings, when specifi-
cally required, shall conform to the latest revision of AWWA Spec. C-I06,
-108, or -151, with bituminous inside and outside coatings. Joints shall
be mechanical or push-on joints conforming to the latest revision of AWWA
Spec. C-111 or EMWD standard drawings. Ductile Iron Pipe Class 2 (ANSI Thick-
ness Class 52) may be used in lieu of Cast Iron Pipe.
D. Portland Cement Concrete. All concrete shall meet the requirements
.of the Detailed Provisions of the District standard specifications, except
that only Type II Portland Cement shall be used.
E. Portland Cement Mortar. All cement mortar used for construction
purposes shall consist of one (1) part Portland Cement (Type II) to two (2)
parts of silica sand by volume and moistened with sufficient water to permit
placing, buttering, caulking or coating without crumbling, unless otherwise
approved by the Engineer.
F. Manholes. All manholes, covers, frames and steps shall meet
the requirements of the Detailed Provisions of the District standard specifica-
tions, and of the District standard drawings. One-piece cone and shaft will
not be accepted.
Manhole stub-outs shall be included in manhole installations, and shall be
of vitrified clay pipe of the size designated on the drawings. All stub-outs
sha 11 be pl ugged for future connecti on, wi th neoprene stoppers or approved
equal.
Manhole frames and covers will be furnished by the Contractor upon prior
approval by the District of shop drawings. Such prior approval by the District
shall in no way nullify the District's right to accept or reject any individual
unit as furnished or as installed.
PART 3 - EXECUTION
3.01 INSTALLATION OF PIPE shall start at the low end of each section and
proceed upgrade. All bell and spigot pipe shall be laid with the bell end
upgrade. Assembly of all types of pipe shall be done in strict conformance
with the requirements of the pipe manufacturer.
Pipe shall be accurately laid to alignment and grade shown on the drawings
or established by the Engineer. Where grade stakes are provided with which
to establish the proper pipeline grade, pipe shall be laid to grade within
a tolerance of 0.02', or 0.05' cummulative deviation from elevations set
at 100' stations.
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F&I Vitrified Clay Sewer Pipe System
02761-7
C. Alignment. Pipes shall be laid in accurate conformity with the
prescribed lines and grades, which alignment shall be obtained by plumbing
and measuring from a tightly stretched wire or line running parallel with
the flow line grade and supported over the centerline of the sewer by
batterboards or bars accurately placed and firmly fastened in place across
the trench; or by some other comparable method acceptable to the Engineer.
Laser beam may be utilized in lieu of above described wire or line.
,Pipe al ignment shall not deviate from that shown on the plans by more than
3/4 pipe diameter, nor shall it change in alignment more than 2 inches in
20 feet.
After each length of pipe has been laid to line and grade, it shall be jointed
to the preceding section as hereinafter specified, and after said jointing
procedure has conunenced, there shall be no movement of the pi pe whatsoever
in subsequent operations.
D. Pipe Cleaning. Before each new length of pipe is placed, the
interior of the preceding pipe shall be carefully cleaned of all dirt and
debris. At all times when the work of installing pipe is not in progress,
all openings into the pipe and the ends of the pipe in the trench shall be
tightly closed to prevent entrance of animals and foreign materials.
The Contractor shall take all necessary precautions to prevent the pipe from
floating due to water entering the trench from any source, shall assume full
responsi bi 1 i ty for any damage due to thi s cause and shall at hi s own expense
restore and replace the pipe to its specified condition and grade if it is
displaced due to floating.
3.02 LATERALS AND CLEAN-OUTS shall be constructed at the points indicated
on the plans, and in accordance with the standard drawings. Connections
of house laterals to sewer mains shall be either wye or tee type connections
as shown on EMWD standard drawings except that only one type shall be used
universally throughout the project.
Wye branches shall be laid with the axis of the "V" entering the main sewer
at an angle above the horizontal axis of said main, unless specifically called
out otherwise on the plans or in the Special Conditions, but, unless specifi-
cally called out otherwise, this angle shall not exceed 450.
Where tee type connections of house laterals to sewer mains are selected
in accordance with the requi rements, the Contractor shall provide a I-foot
long section of lateral sewer pipe out of the tee-type branch.
Wherever any service connection is to be temporarily blanked off, it shall
be plugged with a terra cotta cover secured and made watertight with cement
mortar.
qq.
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F&I Vitrified Clay Sewer Pipe System
02761-9
A. Preparation for Tests. Each section of sewer, including house
laterals, between successive manholes shall be tested by closing the lower
end of the section to be tested, the inlet sewer of the upper manhole, and
the ends of house laterals with stoppers, and filling the pipe and manhole
with water to a level of 4' above the invert of the open sewer in the upper
terminal. After the section has been filled, it shall be allowed to stand
for a sufficient length of time to allow the pipe to absorb what water it
will, prior to making the leakage test described in the following paragraphs
(Water Test and Air Test). This period of time for absorption of water shall
,not be less than 30 minutes nor greater than 24 hours.
B. Test Procedure and Allowable Leakage.
1. Water Test. The leakage test shall consist of measuring
the quantity of water required to maintain the water level
at the elevation prescribed in the above paragraph for a
period of one (1) hour. The water used in the test shall
be measured through a meter or by other means sati sfactory
to the Engineer. The allowable leakage shall be computed
from the following formula:
E = 0.0015 DL/h
where E = allowable leakage in gallons
o = inside diameter of the pipe in inches
L = length of line being tested in feet
h = difference in elevation (in feet) between the
water surface in the upper manhole and the invert
of the pipe in the lower manhole
If the leakage during the test period exceeds the allowable
leakage, the sewer line shall be overhauled and, if necessary,
relaid until the joints hold satisfactorily under the test.
2. Air Test. Installed pipeline shall be field tested in accord-
ance with the air test specified in the National Clay Pipe
Institute 1967 Supplement to Engineering Manual, and its
supplementary tables contained in the NCPI publ ication
entitled "Low Pressure Air Test for Sanitary Sewers
(Procedures and Tables)."
Isolation of defects by air test 'shall be the Contractor's
responsibility to perform; however, if performed by the
District or its agent, they shall be performed at the
Contractor's expense.
C. Alternate Infiltration Test. If excessive groundwater is
encountered in the construction of a section of the sewer, the test for leakage
previously described shall not be used. The end of the sewer at the upper
structure shall be closed sufficiently to prevent the entrance of water and
pumpi ng of groundwater shall be di sconti nued for at 1 east three (3) days,
after which the section shall be tested for infiltration.
\-GO
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-. .--..,--.--.-- ~- _.- .__._---~
SPECIFICATIONS - DETAILED PROVISIONS
Section 15331 - Vitrified Clay Sewer Pipe (Bell I Spigot)
PART 1 - GENERAL
1.01 Requirement
1.02 Measurement and Payment
PART 2 - PRODUCTS
2.01 Pipe DesiQn
2.02 Tolerances
PART 3 - EXECUTION
3.01 Inspection
CON TEN T S
Paqe
15331-1
15331-1
15331-1
15331-1
15331-1
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0785
Vitrified Clay Sewer Pipe (Bell & Spigot)
15331-1
SECTION 15331
VITRIFIED CLAY SEWER PIPE (BELL I SPIGOT~
PART 1 - GENERAL
1.01 REQUIREMENT. Under this specification, the Contractor shall be required
to furnish, deliver, unload and string within the time specified in the
Contract Documents, the vitrified clay sewer pipe as specified on the Bidding
Sheets, shown on the Contract Drawings, and described in these specifications.
1.02 MEASUREMENT AND PAYMENT. Payment for quantities of pipe will be made
at the unit prices as stated on the Bidding Sheets or order-to-do-work; or
shall be incl uded with the cost of furni shing and insta ll1ng sewer pi pe,
where so stated on the Bidding Sheets.
PART 2 - PRODUCTS
2.01 PIPE DESIGN. All pipe and plastic gaSket joints shall be made in
strict conformance with all reguirements of the latest revision of ASTM C700,
ASTM C425, and to the requirements of these specifications. All pipe shall
be manufactured and tested in the United States.
All pipe and joints manufactured
for the conveyance of sewage.
permanent bond to the pipe.
2.02 TOLERANCES. Tolerances shall conform to the requirements of the above
stated specifications, and the actual cross-sectional area of the inside
diameter of the pipe shall be not less than the computed cross-sectional
area, based on the stated nominal diameter of the pipe.
under these specifications shall be suitable
All joint materials shall have a strong,
PART 3 - EXECUTION
3.01 INSPECTION. The Engineer or his authorized representative shall at
all times have the right to inspect the work and the materials.
END OF SECTION 15331
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SPECIFICATIONS - DETAILED PROVISIONS
Section 15340 - Manholes and Fittings
CONTENTS
PART 1 - GENERAL
Page
1.01 Requirements
1.02 Measurement and Payment
1. 03 'Gua ran tee
15340-1
15340-1
15340-1
PART 2 - PRODUCTS
2.01 Manholes
2.02 Rings
2.03 Tops
2.04 Manhole Covers
2.05 Manhole Steps
15340-1
15340-1
15340-1
15340-1
15340-1
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0787
Manholes and Fittings
15340-1
SECTION 15340
MANHOLES AND FITTINGS
PART 1 - GENERAL
1.01 REQUIREMENT. Under this specification, the Contractor shall be required
to furnish, deliver and unload within the time specified in the Contract
Documents, the manholes and fittings as specified on the Bidding Sheets,
shown on the Contract Drawings, and described in these specifications, except
as otherwise approved in writing by the Engineer.
1.02 MEASUREMENT AND PAYMENT. Payment for quantities of manholes will
be made at the unit prices as stated on the Bidding Sheets.
1.03 GUARANTEE. The Contractor shall guarantee all materials and workmanship
of items furni shed under these specifi ca t ions to be free from defects for
a period of one (1) year after final completion and acceptance of the entire
contract work. The Contractor shall, at his own expense, repair or replace
all defective materials or workmanship supplied by him found to be deficient
with respect to any provisions of this specification.
PART 2 - PRODUCTS
2.01 MANHOLES. All manhole rings, tops, and cones. as constructed in place,
shall be designed for A.A.S.H.O. H-20 highway loading. and shall conform
to Di stri ct standard drawi ngs and the requi rements of ASTM C-478 and the
following requirements.
2.02 RINGS. All manhole rings shall be centrifugally spun or compactly
vibrated in forms.
2.03 TOPS. All manhole tops and cones shall be compactly vibrated in forms.
2.04 MANHOLE COVERS. All manhole covers and frames shall conform to District
standard drawings and the requirements for Class 30 gray iron castings in
ASTM Designation A-48. The castings shall be thoroughly cleaned and coated
with commerci a 1 quality asphaltum pa i nt. Frames and covers shall be
matchmarked in pairs before delivery to the work, and the covers shall fit
into their frames without rocking.
2.05 MANHOLE STEPS. All manhole steps shall conform to District standard
drawings and shall be constructed of 3/4" diameter deformed reinforcing steel
bars or be of the drop step of 3/4" diameter plain steel bars, and shall
be hot-dipped galvanized after fabrication in conformance with ASTM Designation
A-386, or steps may be steel incapsulated with copolymer polypropylene plastic
as approved by EMWD for casting-in-place.
END OF SECTION 15340
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A (MIN.) c: TRENCH WAlL
NOTES:
8 (MIN.)
IJ
(MIN)
IJ
(MIN.)
I, CONCRETE ENCAStrMENT SHALL BE
INSTALLED AS REI)UIRED BY THE
SPECIFICATIONS OR OllUCTED 8Y THE
ENGINEER
All CONC/i!ETE :JHALL DE CLASS 'A"
CaNCl2trT/!!.
Ii:, 2,
3,
USE CONC/i!ETE ENCASEMENT NO,2
UNLESS OTHERWISE APP/i!OVEO 8Y ,
THE ENCINEtrR OR SHaWN ON THE CON-
T/i!ACT "RAWINCS
UNOISrU128EO EARTH
CONCRETE. ENCASEMENT
NO,/
TRENCH WAlL
A (MIN.) PIPE OIMENSIONS
1.0, A /3
6' 5' ~"
0/4,5"M/N, 0' 5' ,,"
lO- S' (,,'
CONCRP"4'. It' 5' (,.
If" 5' ,,"
8 8 5" (,.
(6M/N,) (MIN.) ffi II'
2r " "
0/8 "1.-1". 0f/5 M/M t~' 6" 6"
D/8,4OM/A/.. 27" "T' 7'
SO' t.' 0-
CONCRETE eNCASEMENT
NO, Z
REVISIONS
a, l,tf.d7
Ii> ,r-'S-T.
3~r-,.
SCALE
DESIGNED
DRAWN
CHECKED
RECOMMENDED
APPROVED
DATE
ItmlAL OATE
1/.1 1,25,67
GEN. MGR. .. CHIEF ENG.
fA
EASTERN MUNICIPAL WATER DISTRICT
RIVERSIDE COUNTY, CALIFORNIA
~
I
~
~\ STANbA/JD bRAW/NG
CONCRETE ENCASEMENT \\C>
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1290
SPECIFICATIONS - DETAILED PROVISIONS
Section 02769 - Furnish & Install High Density Polyethylene (HDPE)
Sewer Pipe System
CON TEN T S
PART 1 - GENERAL
Description
Records
Care & Handling
Job Conditions
Payment
Guarantee
Page
02769-1
02769-1
02769-1
02769-1
02769-2
02769-4
1.01
1.02
1.03
1.04
1.05
1.06
PART 2 - PRODUCTS & MATERIALS
2.01
02769-4
Materials Furnished by Contractor
PART 3 - EXECUTION
3,01
3.02
3.03
3.04
3.05
3.06
Installation of Pipe
Manholes
Cleaning Sewer Lines
Mandrel Test
Leakage Tests
Sewer Pipe Repairs
02769-5
02769-7
02769-7
02769-8
02769-8
02769-10
\\\
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1290
Furnish & Install High Density Polyethylene (HDPE)
Sewer Pipe System 02769-1
SECTION 02769
FURNISH & INSTALL HIGH DENSITY POLYETHYLENE (HDPE)
SEWER PIPE SYSTEM
PART 1 - GENERAL
1.01 DESCRIPTION. The Contractor shall furnish all labor, material, tools,
and equipment required for the complete construction of pipelines, manholes,
clean-outs, and other allied structures and appurtenances as stated on the
Bidding Sheets, shown on the Contract Drawings, and specified herein, all
within the time as stated in the Contract Documents.
These provisions establish the requirements for the use of High Density
Polyethylene (HDPE) larger diameter profile wall sewer for main line sewer
construction. Use is limited to those projects wh-ich specify or indicate
the use of (HDPE) as an alternate.
HDPE pipe may only be used where indicated on plans approved by the District.
Where HDPE pipe is used, one type of pipe shall be used between consecutive
manholes. No service laterals shall be directly connected to the sewer main.
1.02 RECORDS. A true and accurate record of all lias-built" conditions
shall be furnished to the Engineer prior to, or immediately upon, completion
of the work.
1.03 CARE & HANDLING. Pipe shall be stored at the job site in unit packages
provided by the manufacturer. Caution shall be exercised to avoid compression,
damage or deformation to bell ends of the pipe. If pipe is to be exposed
to direct sunlight for more than 14 days, pipe must be covered with an opaque
material while permitting adequate air circulation above and around the pipe
to prevent excessive heat accumulation.
If pipe is strung along trench prior to installation, string only pipe to
be used within a 24-hour period; all pipe is to be laid on a ,flat surface.
The interior as well as sealing surfaces of pipe, fittings, and other
accessories shall be kept free from dirt and foreign matter. Gaskets shall
be protected from excessi ve exposure to heat, di rect sunl i ght, ozone, oi 1
and grease.
1.04 JOB CONDITIONS. The Contractor shall famil1arize himself and comply
with all applicable state, county and municipal rules and regulations pertain-
ing to sanitation, fire protection and safety, and all provisions of the
Contract Documents.
wv
Furnish & Install High Density Polyethylene (HDPE)
Sewer Pipe System 02769-2
12190
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1. 05 PA YMENT.
A. Measurement For Payment. Quantities for installation of sewer
pipe, manholes, and other appurtenances on District-administered contracts
shall be measured for payment as specified herein:
1. Main Sewer Lines will be measured in place along the hori-
zontal centerline of the pipe by the linear foot. The
measurement will be continuous through all wye branches,
fittings, and manholes, except that said measurement will
be taken to the center only of manholes where sewer lines
terminate.
2. Manholes will be measured on the basis of each manhole
completely installed, including required stub-outs.
3. Special Bedding. In addition to the bedding requirements
of the District's standard drawing - SB-76 class B-B if due
to conditions not anticipated by soils report or shown on
construction drawings and overexcavation is ordered by the
engineer, the bedding will be measured on the basis of
the cubic yards of special bedding required to bring the
bedding up to grade for the trench size excavated up to
the maximum size of trench allowable under these
specifications. No allowance will be made for over-excavation
except as directed by the Engineer.
4. Bore Casing will be measured on the basis of horizontal
centerline distance and shall include all excavation,
furnishing and placement of casing, furnishing and placement
of all required backpacking and grouting around casing,
backfilling within casing, pipe bracing, restoration of
surfaces, and all labor and material for a finished job.
Furnishing and installation of pipe within casing shall
be included in pipeline measurement.
5. Paving will be measured as a part of project causing removal
and/or replacement of paving, except as otherwise specified
on the Bidding Sheets.
B. Payment. Payment for quantities of sewer pipe and manholes will
be paid in the manner described hereinbelow. No additional compensation
will be paid above the unit bid price for changes in quantities.
Requests for partial payments will not be approved if the record drawings
and revised Construction Progress Schedule and bar chart are not kept current,
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12/90
Furnish & Install High Density Polyetylene (HDPE)
Sewer Pipe System 02769-3
and request for final payment will not be approved until the completed record
drawings, showing all variations between the work "as-constructed" and as
originally shown on the contract drawings or other contract documents, has
been delivered to the District.
1. Sewer Pipe. Quantities of main sewer pipe measured as stated
above and accepted, wi 11 be paid for at the respective unit
bid prices per horizontal linear foot for the several kinds
and sizes of pipe, which prices and payments shall constitute
full compensation for furnishing all labor, materials, tools.
and equipment necessary to complete the work in place,
including pipe, wye branches, fittings, appurtenances, bore
casing, excavation, backfill, imported select granular
backfill, special bedding, cradles or encasements, testing,
removal and restoration of pavements, curbs, gutters and
sidewalks, and disposal of surplus earth and rock spoil.
Payment for pipe in place shall be further broken down based
upon the Contractor's submittal under Section F-I0 of these
specifications, as concurred by the Engineer, but not to
exceed in the ordinary project the following percentages
of the linear foot price stated on the Bidding Sheet:
Trench excavation
Pipe laid in place and shaded
Trench backfilled and backfill
compacted
Testing and clean-up, exclusive
of pavement replacement
10%
65%
20%
5%
2. Manholes. Quantities of manholes measured as stated above
and accepted, will be paid for at the respective unit bid
prices for the sizes of manholes stated on the Bidding Sheets,
which prices and payments shall constitute full compensation
for furnishing all labor, materials, tools and equipment
necessary to complete the work in place, including concrete
base, manhole rings and tops, drop manhole inlets and
supports, mortar, manhole frames and covers, steps, stubs,
earthwork, testing, removal and restoration of pavement,
and disposal of surplus earth.
~~~
Furnish & Install High Density Polyethylene (HDPE)
Sewer Pipe System 02769-4
12190
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4. Special Bedding. Quantities of special bedding measured
as stated above and accepted, will be paid for at the stipu-
lated cost price, or the respective unit bid price for the
quantities as stated on the Bidding Sheets, which price
shall constitute full compensation for all labor, materials,
and equipment necessary to complete the work in place, includ-
ing the special bedding material.
5. Bore Casing. Payment for bore casing in place measured
as stated above shall be made as specified on the Bidding
Sheets.
6. Paving~ Payment for quantities of paving measured as stated
above and accepted shall be included in the unit bid price
for pipel ine. Work includes removal and/or restoration
of paving and all earthwork, and no additional compensation
wi 11 be made therefor, except as otherwi se provi ded on the
Bidding Sheets. -
1.06 GUARANTEE. All work, materials, and equipment shall be guaranteed
for the peri ods of time set forth elsewhere in the Contract Documents for
general guaranty or warranty, but the minimum period will be one year from
the date of the Notice-of-Acceptance.
PART 2 - PRODUCTS & MATERIALS
2.01 MATERIALS FURNISHED BY CONTRACTOR.
A. Pipe & Fittings. The pipe and fittings shall conform to ASTM
D-1248 and F 894 standard specification for polyethylene (PE) larger diameter
profile wall sewer and drain pipe.
B. Manholes.
specification.
C. Pipe Jointing shall be accomplished by gaskets bell and spigot
in accordance with ASTM F 894 and the manufacturer's recommendations.
Manholes shall conform to section 3.02 of this
D. Portland Cement Concrete. All concrete shall meet the requirements
of the Detailed Provisions of the District standard specifications, except
that only Type II Portland Cement shall be used.
E. Manhole Connections. Manhole connections for cast-in-place.
pre-cast, and polyethylene units for above and below ground water table shall
be per manufacturer's recommendations.
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12/90
Furnish & Install High Density Polyethylene (HDPE)
Sewer Pipe System 02769-5
PART 3 - EXECUTION
3.01 INSTALLATION OF PIPE shall start at the low end of each section and
proceed upgrade. All bell and spigot pipe shall be laid with the bell end
upgrade. Assembly of all types of pipe shall be done in strict conformance
with the requirements of the pipe manufacturer. Curved 'sewers .shall . not
be constructeq~f_plastic pipe.
Pipe shall be placed in the trench with any elongation oriented vertically.
For pipe sizes larger than 36 inches in diameter, struts must be provided.
However, the struts shall not cause more than 1 1/2S vertical elongation,
in no case will horizontal elongation be permitted.
Pipe shall be accurately laid to alignment and grade shown on the drawings
or established by the Engineer. Where grade stakes are provided with which
to establish the proper pipeline grade, pipe shall be .laid to grade within
.a tolerance of 0.02'. or 0.05! ,cuDlllulative deviation from elevations set
at 100' stations.
Sags, or standing water in pipe, shall meet the following criteria:
Does not Comply Does not Comply
with Specifications with Specifications
Complies with Resulting in and Reconstruction
Pipe Slope Specification No Payment ; s ReQui red
less than O,4S less than 1/2" greater than 1" greater than 2"
sag sag sag
less than or 1 ess than 1" greater than 2" greater than 3"
equal to 0.7,S sag sag sag
greater than less than 2" greater than 3" greater than 4"
0.7S sag sag sag
If standing water depth in the sag exceeds the value listed under "No Payment",
then to compensate for anticipated higher than average pipeline operation
and maintenance cost, no payment will be made for construction. The
non-payment amount will include all construction costs including such items
as excavation, pipe installation, backfilling, resurfacing, etc., for the
full length of standing water.
Due to unacceptably high operation and maintenance costs and poor system
reliability, pipelines with sag depths exceeding those listed for
"Reconstruction is Requi red" wi 11 be rejected. Reconstructi on of the length
of standing water plus 20 feet on each side of the standing water will be
required. Damaged pipe must be removed and not reused.
A. Bedding. All pipes shall be laid in a bed prepared by hand work,
dug true to line and grade, to furnish a true and firm bearing for the pipe
throughout its entire length. Adjustment of pipes to l1nes and grade shall
be made by scraping away or filling in and tamping material under the body
of the pipe throughout its entire length, and not by blocking or wedging.
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Furnish & Install High Density Polyethylene (HDPE)
Sewer Pipe System 02769-6
12190
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Bedding shall be per EMWD standard SB-76 class B-B. Crushed rock to be placed
in the pipe zone in equal lifts of one foot on both sides of pipe. The bedding
operation shall not cause the pipe to have a vertical elongation of more
than 1 1/2%.
The flexibility of plastic pipe may cause a possible problem in maintaining
line and grade. Therefore, special care must be taken in the preparation
of the subgrade and in the placement of bedding to ensure that the pipe is
laid true to line and grade as required in this specification.
B. Alignment. Pipes shall be laid in accurate conformity with the
prescribed lines and grades, which alignment shall be obtained by plumbing
and measuring from a tightly stretched wire or line running parallel with
the flow line grade and supported over the centerline of the sewer by
batterboards or bars accurately placed and firmly fastened in place across
the trench; or by some other comparable method acceptable to the Engineer.
Laser beam may be utilized in lieu of above described wire or line.
Pipe alignment shall not deviate from that shown on the plans by more than'
2 inches in 20 feet.
After each length of pipe has been laid to line and grade, it shall be jointed
to the preceding section as hereinafter specified, and after said jointing
procedure has commenced, there shall be no movement of the pi pe whatsoever
in subsequent operations.
Alternate use of commercial LASER grade setting systems in lieu of string
1 i nes speci fied herei n are acceptable when the following requi rements and
conditions are met:
The Contractor shall have the responsibility of providing an
instrument operator who is qualified and trained in the operation
of the LASER and said operator must adhere to the provisions
of the State of Ca 1 iforni a Constructi on Safety Orders issued
by the Division of Industrial Safety. Attention is particularly
directed to Section 1516, and 1800 through 1801, of said Orders
for applicable requirements.
All LASER control points shall be established bench marks or
construction off-set stakes identified on cut sheets and set
in the field for the work. LASER set up points shall be on
these control points or on points set directly from them by
instrument.
C. Pipe Cleaning. Before each new length of pipe is placed, the interior
of the preceding pipe shall be carefully cleaned of all dirt and debris.
At all times when the work of installing pipe is not in progress, all openings
into the pipe and the ends of the pipe in the trench shall be tightly closed
to prevent entrance of animals and foreign materials.
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12/90
Furnish and Install High Density Polyethylene (HDPE)
Sewer Pipe System 02769-7
The Contractor ,.sha 11 ~ take-ra 11 :necessaryprecauti ons-to llrevent the pipe from,
,floating due to water' entering the trench from any source, 'Shall assume full
r.esponsibility for any damage due to this cause and shall at his own expense
restore and replace the pipe to its specified condition and grade if it is
displaced due to floating.
3.02 MANHOLES shall be constructed in the locations and to the dimensions
as shown on the drawings. Cast-in-place concrete shall conform to the
requirements set forth in Section "Portland Cement Concrete" in these
specifications. Pre-cast units shall be assembled accurately with full-bed
mortar joints. Polyethylene units shall conform to ASTM D-1248 and the
manufacturer 's requi rements. The bottom secti on shall be fonned to accept
the pipe sizes and configurations as shown on the plans. The bottom section
shall be supported by a cast-in-place base that extends from the molded shelf
to a minimum of 8 inches below the bottom of the base section and shall be
held in place with No. 8 bend bars. The concrete base shall extend at least
12 inches outside of the bottom section of the manhole.
Unless otherwise shown on the drawings, the sewer pipe shall be laid contin-
uously through the location of the manhole. After the manhole has been
constructed, the open channel shall be fonned by cutting the pipe and removing
the top half, If the open channel cannot be formed in this manner, it shall
be formed of concrete with the depth equal to the diameter of the sewer pipe.
When completed, the top of the manhole cover shall be accurately brought
to the elevation called for on the drawings, or if no elevation is indicated,
it shall be brought flush with the surface of the surrounding ground or pave-
ment. The manholes shall be constructed so that there is not more than 19"
of,~hroat section between the top of ,the cone and the bottom of the frame.
When located in roadway subgrades, manholes shall be constructed up to the
proper elevation preparatory to street paving, and temporarily covered with
planks or steel plates. After paving operations have been completed the
tempora ry covers shall be. removed and the frames and covers installed fl ush
with pavement grade.
3.03 CLEANING SEWER LINES. All sanitary sewer mains shall be flushed with
water and "balled" or cleaned by acceptable method prior to testing to ensure
that all dirt, debris, and obstructions are removed. This work must be
perfonned in the presence of and to the satisfaction of the Engineer, and
the Contractor shall notify the Engineer at least one (1) working day in
advance of starting the cleaning work.
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Furnish and Install High Density Polyethylene (HDPE)
Sewer Pipe System 02769-8
01/91
The Contractor shall, following backfill compaction and line cleaning provide:
1. 3/8" minimum pull ropes from manhole to manhole.
2. Equipment and traffic control to assist in the T.V. inspection performed.'
by District's sub-contractor.
3.04 MANDREL TEST. Following the placement and densification of backfill
and prior to the placing of permanent pavement, all main line pipe shall
be cleaned and then mandrel led to measure for obstructions (deflections,
joint offsets and lateral pipe intrusions). A rigid mandrel, approved by
the Engineer, with a circular cross section having a diameter of at least
96.5% of the specified average inside diameter, shall be pulled through the
pipe by hand.
Mandrel testing shall be performed 30 days or longer after installation and
backfill compaction. In the event permanent pavenient is placed prior to>
that time, mandrel-testing shall be required prior to pavement placement,
and a second mandrel test 30 days or longer after compaction of backfill.
The Di stri ct, at its di scretion, wi 11 in the eleventh month after project
acceptance have the pipe deflections monitored and any deflections greater
than four and one-half percent (4 1/2%) will require the contractor to return
to the jObsite, excavate, and adjust the vertical deflection to 4 1/2% or
less.
Re-rounders shall not be used to correct excessive pipe deformation.
3.05 LEAKAGE TESTS. All sanitary sewers shall be tested for tightness after
they and all appurtenances have been completed, backfilled (except for test
tees) and compacted, and are ready for service. Tests shall be made on each
section, including manholes, from one manhole or test tee to the next, unless
grades are flat enough to permit testing two or more sections at one time.
The method of required test (water test or air test) shall be determined
by the Engineer.
A. Preparation for Tests. Each section of sewer between successive
manholes shall be tested by closing the lower end of the section to be tested,
the inlet sewer of the upper manhole, and filling the pipe and manhole with
water to a level of 4' above the invert of the open sewer in the upper
terminal. After the section has been filled, it shall be allowed to stand
for a sufficient length of time to allow the manhole to absorb what water
it will, prior to making the leakage test described in the following paragraphs
(Water Test and Air Test). This period of time for absorption of water shall
not be less then 30 minutes nor greater than 24 hours.
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12/90 Furnish & Install High Density Polyethylene (HDPE)
Sewer Pipe System 02769-9
B. Test Procedure and Allowable Leakaqe.
1. Water Test. The leakage test shall consist of measuring the
quantity of water required to maintain the water level at the
elevation prescribed in the above paragraph for a period of
one (1) hour. The water used in the test shall be measured
through a meter or by other means sati sfactory to the Engi neer.
The allowable _leakage shall be computed from the following
formul a:
E = 0.0012 LD /H
where E = allowable leakage in gallons
L = length of the sewer tested in feet
D = inside diameter of the pipe in inches
H = difference in the elevation (in feet) between
the water surface in .the upper manhole and the
invert of the pipe at the lower manhole
If the leakage during the test period exceeds the allowable
leakage, the sewer line shall be overhauled and, if necessary,
relaid until the joints hold satisfactorily under the test.
2. Air Test. Installed pipeline shall be field tested in accordance
with thellir test required for vitrified clay pipe specified
in the National Clay Pipe Institute 1967 Supplement to Engineering
Manual, and its supplementary tables contained in the NCPI
publication entitled "Low Pressure Air Test for Sanitary Sewers
(Procedures and Tables)."
Isolation of defects by air test shall be the Contractor's
respons ibi 1 ity to perform; however, if performed by the Di stri ct
or its agent, they shall be performed at the Contractor's expense.
C. Alternate Infiltration Test. If excessive groundwater is encountered
in the construction of a section of the sewer, the test for leakage previously
described shall not be used. The end of the sewer at the upper structure
shall be closed sufficiently to prevent the entrance of water and pumping
of groundwater shall be discontinued for at least three (3) days, after which
the section shall be tested for infiltration. The allowable infiltration
for any portion of the sewer system should not exceed 100 gallons per inch
of internal pipe diameter per mile per day (4.6 l/mm/km/day), including
manholes. Infiltration in excess of this amount shall be reduced to a quantity
.ithin the specified amount before the sewer will be accepted. In any case,
the Contractor shall stop any individual leaks that may be observed.
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...
Furnish & Install High Density Polyethylene (HDPE)
Sewer Pipe System 02769-10
12/90
Un 1 ess otherwi se specified, i nfi ltrati on wi 11 be measured through a meter
or by other means satisfactory to the Engineer.
D. Manhole Leakage. Should an initial test show excessive leakage
in a section of line, it is permissible to draw off the water of a water
test and test the manhole that contained water. This test shall be made
by plugging all openings in the manhole, filling same with water to the same
elevation as used for the initial test, and checking the loss in a one hour
period. The leakage so determined may be deducted from the total leakage
in the section of pipe initially tested.
If, in the opinion of the Engineer, the manhole leakage thus determined is
excessive, the Contractor shall waterproof the interior of the manhole by
applying a coating of grout or an approved waterproofing material. Excessive
1 eakage is defi ned to be 50 gallons per hour when fi 11 ed to the top of the
barrel sections (not including cone or grade rings). Shallow rectangular
manholes shall be filled to the top of the manhole sections (not including
grade rings), with 50 gallons per hour leakage allowed,
3.06 SEWER PIPE REPAIRS. Sewer pipe leakage in excess of the allowable
maximum shall be corrected by repairs acceptable to the Engineer, and retesting
as requi red.
The section of damaged pipe wi 11 be cut out and the ends of the remaln1ng
pipe and replacement pipe will be prepared per Article 2.01 C. The closure
will be made with a "closure coupling" as supplied by the manufacturer of
type pipe used, or alternate welding of repairs as approved by the
manufacturer.
END OF SECTION 02769
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SPECIFICATIONS - DETAILED PROVISIONS
Section 07920 - Sealants and Caulking
CONTENTS
PART 1 - GENERAL
Paqe
1.01 Description
1.02 Submittals
1.03 Warranty
07920-1
07920-1
07920-1
PART 2 - PRODUCTS
2.01 Materials
07920-2
PART 3 - EXECUTION
3.01 General
3.02 Preparation
3.03 Application
3.04 Clean-up and Protection
3.05 Quality Control
07920-3
07920-3
07920-4
07920-4
07920-4
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Sealants and Caulking
07~20 - I
SECT I ON 07920
SEALANTS AND CAULKING
PART I - GENERAL
1.01 DESCRIPTION, Requirements specified in Conditions of the Contract and
Division 1 fonn a part of this Section. Provide all sealant and caulking
work, complete as indicated, specified and required.
A. Work Included in This Section. Principal items are:
I. This Specification is intended to be general in scope as to
locations of caulking and sealants. Contractor shall examine
all Drawings and Details thoroughly and familiarize himself
with the extent of the caulking and sealing involved. Only a
complete and absolutely watertight and weathertight jOb will
be accepted.
2. Additional information pertaining to sealing and/or caulking
will be found in the various specific trade sections and
shall be coordinated with the work of this Section.
B. Related Work Not in This Section. Concrete Work. Hasonry Work.
Doors and Frames, Painting. Gypsum Drywall. Weatherstripping and Sound Seal-
ing integral to manufactured items, and caulking required for piping,
conduit or other mechanical or electrical work.
1.02 SUBHITTALS.. Prior to purchase or del ivery of materials, submit the
following, and obtain District acceptance.
A. Samples and Technical Data.
- _.--
- - ....--:-=-.
I. Submit technical data by all manufacturers of proposed
materials.
2. Submit material manufacturers' printed preparation and
application instructions to District and furnish copies to
all trades concerned.
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B. Shop Drawings and Hock-Ups. When requested, submit the following
in accordance with these Specifications:
1. Full-size details. indicating all the necessary components for
each type of joint to be sealed.
2.
test sections
Shop drawings
Observed field conditions and measurements. Hock-up units or
shall be also scheduled after receiving written approval of
by the Di std ct.
1.03 WARRANTY. Contractor shall fully guarantee all materials and workman-
ship under this Section for a period of three (3) years from the date of
final acceptance of the structure against all defects in both workmanship
and materials and he shall promPtly correct and/or reolace such faulty work-'
if so notified, at no addit:onal cost to the District.
1~3.
..
Sealants and Caulking ,
07920 - 2
PART 2 . PRODUCTS
2.01 MATERIALS.
A. Delivery, Deliver sealant and caulking compounds in unopened
factory labeled containers; labels bearing statement of conformance to
standards specified for each material; and bearing manufacturer's name
and product designation.
B. Colors. As selected to match adjoining surfaces. Special colors
may be requ ired.
C, Sealant Compounds. Materials shall conform to Fed. Spec. IT-S-
00227EO) for multi-component sealant, or to Fed. Spec. TT-S-00230C(2) for
single component sealant. Properties and adhesion of I-part sealants shall
be equal to 2-part materials. Sealants shall be Type I or Type II, as ap.
plicable. Sealants shall be 1 imited to acceptable compounds compositions
which are polysulfide, polyurethane, and si 1 icone. For metal bui ldings, sue
Class "A" sealants, and for other locations, use Class "B" sealants each
conforming with above referenced Federal Specifications or with ASTM C-920
like characteristics. Above grade sealants shall be resistant to ultra
violet deteriorations.
1. For joints in waterbearing surfaces, use only polyurethane
sealants certified and approved by manufacturer for continuous or inter-
mittent submergenc:e in water or sewage.
2. Silicone type sealant shall be used only on above grade joints
which are not subject to vehicu.lar or pedestrial traffic:.
3. Acoustical Sealant. Where designated or required at interior
and acoustic partitions, use: "Acoustical Sealant" produced by USG, Trenco,
or equa t products.
4. For Traffic (Vehicular or Pedestrian) Horizontal Sealant Joints.
Sealant shal J be HAMECO International's No. 45, or equal. Provide with Shore
"A"' Hardness Range of 25-35.
O. Primer. where requ ired, sha" be used as recOlMlended in \.r i t i ng by
the sealant manufacturer. Primer shall have been tested for non-staining
characteristics and durability on samples of actual surfaces to be sealed.
E. a"ck-up Materials and Preformed Join: Fillers. Use non-staining
material, compatible with sealant and primer, and of a resilient nature,
suc:h as c:losed cell polyethylene rod, or elastomeric: tubing or rod (neoprene,
butyl, or EDPM). Haterials impregnated with oil, bitl.ll1en, or similar shall
not be used. Size and shape shall be as indicated by joint details in Oraw.
ings and shall ,be as recolll11ended by sealant manufacturer in writing. Seal-
ant sha 11 not adhere to back-up material.
F. Bond Breakers, where required, shall be polyethlene tape, aluminum
foil or other material as recommended by sealant manufacturer in writing.
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Sealants and Cqulking
07920 - 3
PART 3 - EXECUTION
3.01 GENERAL.
A. Perfonn work of this Section by material manufacturer's approved
applicator in strict confonnance with manufacturer's printed instructions,
or perform such operations under direct supervision of qualified representa-
tive of material manufacturer.
B. Applicator shall examine all surfaces and report to the General
Contractor all conditions not acceptable.
3.02 PREPARATION.
A. Thoroughly clean all joints, removing all foreign matter such as
dust, oil, grease, water, surface dirt, frost and old caulking materials.
Sealant must be applied to the base surface. Previously applied paint or
primer must be entirely removed.
B. Porous materials such as concrete masonry or stone should be cleaned
where necessary by grinding, blast-cleaning, mechanical abrading. acid wash-
ing or combination of these methods to provide a clean, sound base surface,
for sealant adhesion.
I. laitance shall be removed by acid washing, grinding, or mech-
anical abrading.
2. Form oils shall be removed by blast-cleaning.
3. loose particles present or resulting from grinding, abrading
or blast-cleaning shall be removed by blowing out joints with oil-free
compressed air (or vacuuming) prior to application_of'primer,cr-seala~t.
C. Non-porous surfaces, such as metal and glass, shall be cleaned
either mechanically or chemically. Protective coatings such as methacrylite
lacquer on metallic surfaces shall be removed by a solvent that leaves no
residue. Solvent shall be used with clean cloths or lintless paper towels.
00 not allow solvent to air dry without wiping. Wipe dry with clean, dry
cloth, or lintless paper towels.
O. Joint areas to be protected with masking tape or strippable films
shall be cleaned before application of tape or film.
E. All joints to receive sealant shail be as indicated on shop or
Project Dra~ings. 00 not seal joints until they are in compliance with
drawings or are acceptable to the Engineer.
1, Joints to receive sealant shall be a minimum of 1/4 in. wide
by 1/4 in. deep, unless otherwise approved.
2. For joints in concrete, masonry, or stone: depth of the
sealant may be equal to the width of joints up to 1/2 in. wide. For joints
1/2 in. to I in. wide: depth shaJ 1 be 1/2 in. For expansion and other
joints. I to 2 inches wide: depth shall be no greater than 1/2 the applied
sealant width, For joints exceeding 2 in. (5 cm) in width: depth shall be
as directed ~y sealant manufacturer.
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Sealants and Caulking
07920 - 4
3. For joints in metal, glass, and other non-porous surf,ces:
sealant depth shaJ 1 be a minimum of 1/2 the appl ied sealant width, and shall
in no case exceed the applied sealant width.
F. Joints to receive sealant, back-up material or pre-formed joint
filler shall be cleaned out, raked to full width and depth as required by
App 11 cator.
G. Joints shall be of sufficient width and depth to accommodate
specified back-up material or pre-formed joint filler and sealant.
3.03 APPLICATION.
A. Install back-up material or joint fi ller, of type and size speci-
fied, at proper depth to provide sealant dimensions as detailed. Back-up
material shall be of suitable size and shape; and compressed 25-50 percent
to fit joints as required. Sealant shall not be applied without back-up
material and/or bond breaker strip. When using back-up tube avoid length-
wise stretching. Tube or rod shall not be twisted or braided.
B. Apply masking tape, where required, in continuous strips in align-
ment with joint edge.
C. Prime surfaces, where required, with primer as recommended by
sealant manufacturer.
D. Follow sealant manufacturer's instruction regarding mIxIng (if
required), surface preparation, priming, and application procedure.
E. Apply sealant under pressure with hand or power actuated gun or
other appropriate means. Gun shal I have nozzle of proper size and provide
sufficient pressure to completely fill joints as designed. All joint sur-
faces shall be toOfed to provide the contour as indicated on Drawings.-
When tocling joints, use tooling solution recommended by manufacturer.
Remove masking tape immediately after joints have been tooled.
1. For sealant application when air temperature is below 400 F
\40 C}, consult sealant manufacturer for recommendations.
3.04 CLEAN-UP AND PROTECTION. Clean adjacent surfaces of sealant as work
progresses. Use solvent or cleaning agent as recommended by sealant manu-
facturer. .All finished work shall be left in a neat, clean condition.
3.05 QUALITY CONTROL. The sealant joints shall be uniformly smooth, free
of wrinkles, flush with adjacent surfaces and absolutely water tight.
Adjacent surfaces which have been soiled by the application of the sealing
compound shall 'be wiped clean and be left neat. The work will be adjusted
defective due to the sealant's hardening, cracking, crumbling, melting.
shrinking, leaking, or running.
END OF SECTION 07920
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SPECIFICATIONS - DETAILED PROVISIONS
Section 07920 ~ Sealants and Caulking
CONTENTS
PART 1 - GENERAL
Page
1.01 Description
1.02 Submittals
1.03 Warranty
07920-1
07920-1
07920-1
PART 2 - PRODUCTS
2.01 Materials
07920-2
PART 3 - EXECUTION
3.01 General
3.02 Preparation
3.03 Application
3.04 Clean-up and Protection
3.05 Quality Control
07920-3
07920-3
07920-4
07920-4
07920-4
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Sealants and Caulking
07920 - I
SECT I ON 07920
SEALANTS AND CAULKING
PART 1 - GENERAL
1.01 DESCRIPTION, Requirements specified in Conditions of the Contract and
Division I form a part of this Section. Provide all sealant and caulking
work, complete as indicated, specified and required.
A. Work Included in This Section. Principal items are:
I. This Specification is intended to be general in scope as to
locations of caulking and sealants. Contractor shall examine
all Drawings and Details thoroughly and familiarize himself
with the extent of the caulking and sealing involved. Only a
complete and absolutely watertight and weathertight jOb will
be accepted.
2. Additional information pertaining to sealing and/or caulking
will be found in the various specific trade sections and
shall be coordinated with the work of this Section.
B. Related Work Not in This Section, Concrete Work, Hasonry Work,
Doors and Frames, Painting, Gypsum Drywall, Weatherstripping and Sound Seal-
ing integral to manufactured items, and caulking required for piping,
conduit or other mechanical or electrical work.
1.02 SUBMITTALS. - Prior to purchase or delivery of materials, submit the
following, and obtain District acceptance.
A. Samples and Techni~al Data.
-.::=- .
1. Submit technical data by all manufacturers of proposed
materials.
2. Submit material manufacturers' printed preparation and
application instructions to Oistrict and furnish copies to
all trades concerned.
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B. Shop Orawings and Hock-Ups. When requested, submit the following
in accordance with these.Specifications:
1. Full-size detai Is, indicating all the necessary components for
each type of joint to be sealed.
2.
test sections
shop drawings
Observed field conditions and measurements. Hock-up units or
shall be also scheduled after receiving written approval of
by the District.
1.03 WARRANTY. Contractor shall fully guarantee all materials and workman-
ship under this Section for a period of three (3) years from the date of
final acceptance of the structure against all defects in both workmanship
and materials and he shall promPtly correct and/or reolace such faulty work \~
if so notified, at no additional cost to the District,
Sealants and Caulking ,
07920 - 2
PART 2 - PRODUCTS
2.01 MATERIALS.
A, Delivery, Del iver sealant and caulking compounds in unopened
factory labeled containers; labels bearing statement of conformance to
standards specified for each material; and bearing manufacturer's name
and product designation.
B. Colors. As selected to match adjoining surfaces. Special colors
may be required.
C, Sealant Compounds. l1aterials shall conform to Fed. Spec. TT-S-
00227E(J) for multi-component sealant, or to Fed. Spec. TT-S-00230e(2) for
single component sealant, Properties and adhesion of I-part sealants shall
be equal to 2-part materials. Sealants shall be Type I or Type II, as ape
plicable. Sealants shall be limited to acceptable compounds compositions
which are polysulfide, polyurethane, and silicone. For metal buildings, sue
Class "A" sealants, and for other locations, use Class "B" sealants each
conforming with above referenced Federal Specifications or with ASTI1 e-920
like characteristics. Above grade sealants shall be resistant to ultra
violet deteriorations.
1. For joints in waterbearing surfaces, use only polyurethane
sealants certified and approved by manufacturer for continuous or inter-
mittent submergence in water or sewage.
2. Silicone type sealant shall be used only on above grade joints
which are not subject to vehicu.lar or pedestrial traffic.
3. Acoustical Sealant. Where designated or required at interior
and acoustic partitions, use: "Acoustical Sealant" produced by USG, Tremco,
or equa I products.
4. For Traffic (Vehicular or Pedestrian) Horizontal Sealant Joints.
Sealant shall be HAIIEeO International's No. 45, or equal. Provide with Shore
"A". Hardness Range of 25-35.
O. Primer. where required, shall be used as recommended in writing by
the sealant manufacturer. Primer shall have been tested for non-staining
characteristics and durabi I ity on samples of actual surfaces to be sealed.
E. Back-up Materials and Preformed Joint Fillers.. Use non-staining
material, compatible with sealant and primer, and of a resilient nature,
such as closed cell polyethylene rod, or elastomeric tubing or rod (neoprene.
butyl, or EDPII). Materials impregnated with oil, bitlJllen, or similar shall
not be used. Size and shape shall be as indicated by joint details in Draw-
i ngs and sha I Lbe as reconmended by sea lant manufacturer in wri t i ng. Sea 1-
ant sha II not adhere to back-up mater i a I.
F. Bond Breakers, where required, shall be polyethlene tape, aluminum
foi 1 or other material as recOlmlended by sealant manufacturer in writing_
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Sealants and Caulking
07920 - 3
PART 3 - EXECUTION
3.01 GENERAL.
A. Perfonn work of this Section by material manufacturer's approved
applicator in strict confonnance with manufacturer's printed instructions,
or perform such operations under direct supervision of qualified representa-
tive of material manufacturer.
B. Applicator shall examine all surfaces and report to the General
Contractor all conditions not acceptable.
3.02 PREPARATION.
A. Thoroughly clean all joints, removing all foreign matter such as
dust, oil, grease, water, surface dirt, frost and old caulking materials.
Sealant must be applied to the base surface. Previously applied paint or
primer must be entirely removed.
B. Porous materials such as concrete masonry or stone should be cleaned
where necessary by grinding, blast-cleaning, mechanical abrading, acid wash-
ing or combination of these methods to provide a clean, sound base surface,
for sealant adhesion.
I. laitance shall be removed by acid washing, grinding, or mech-
anical abrading.
2. Form oils shall be removed by blast-cleaning.
3. Loose particles present or resulting from grinding, abrading
or blast-cleaning shall be removed by blowing out joints with oil-free
compressed air (or vacuuming) prior to application,of'prlmer,.or.Sealallt..
C. Non-porous surfaces, such as metal and glass, shall be cleaned
either mechanically or chemically. Protective coatings such as methacrylite
lacquer on metallic surfaces shall be removed by a solvent that leaves no
residue. Solvent shall be used with clean cloths or lintless paper towels.
00 not allow solvent to air dry without wiping. Wipe dry with clean, dry
cloth, or lintless paper towels.
D. Joint areas to be protected with masking tape or strippable films
shall be cleaned before appl ication of tape or fi 1m.
E. All joints to receive sealant shail be as indicated on shop or
Project Drawings. Do not seal joints until they are in compliance with
drawings or are acceptable to the Engineer.
1, Joints to receive sealant shall be a minimum of 1/4 in. wide
by 1/4 in. deep, unless otherwise approved.
2. For joints in concrete, masonry, or stone: depth of the
sealant may be equal to the width of jOints up to 1/2 in. wide. For joints
1/2 in. to I in. wide: depth shall be 1/2 in. For expansion and other
joints. I to 2 inches wide: depth shall be no greater than 1/2 the applied
sealant width. For joints exceeding 2 in. (S em) in width: depth shall be
as ,directed by sealant manufacturer.
\'300 .
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Sealants and Caulking
07920 - 4
3. For joints in metal, glass, and other non-porous surf,ces:
sealant depth shall be a minimum of 1/2 the applied sealant width, and shall
in no case exceed the applied sealant width.
F. Joints to receive sealant, back-up material or pre-formed joint
filler shall be cleaned out, raked to full width and depth as required by
Appl !cator.
G. Joints shall be of sufficient width and depth to accommodate
specified back-up material or pre-formed joint filler and sealant.
3.03 APPLICATION.
A. Install back-up material or joint filler, of type and size speci-
fied, at proper depth to provide sealant dimensions as detailed. Back-up
material shall be of suitable size and shape; and compressed 25-50 percent
to fit joints as required, Sealant shall not be applied without back-up
material and/or bond breaker strip. When using back-up tube avoid length-
wise stretching. Tube or rod shall not be twisted or braided.
B. Apply masking tape, where required, in continuous strips in align-
ment with joint edge,
C. Prime surfaces, where required, with primer as recommended by
sealant manufacturer.
D. Follow sealant manufacturer's instruction regarding mIxIng (if
required), surface preparation, priming, and application procedure.
E. Apply sealant under pressure with hand or power actuated gun or
other appropriate means. Gun shall have nozzle of proper size and provide
sufficient pressure to completely fill joints as designed. All joint sur-
faces shall be tooTed to provide the contour as indicated on Drawings. '
When tocling joints, use tooling solution reco~nended by manufacturer.
Remove masking tape immediately after joints have been tooled.
I. For sealant application when air temperature is below 400 F
(40 cl, consult sealant manufacturer for recommendations.
3,04 CLEAN-UP AND PROTECTION, Clean adjacent surfaces of sealant as work
progresses. Use solvent or cleaning agent as recommended by sealant manu-
facturer. .All finished work shall be left in a neat, clean condition.
3.05 QUALITY CONTROL. The sealant joints shall be uniformly smooth, free
of wrinkles, flush with adjacent surfaces and absolutely water tight.
Adjacent surfaces which have been soiled by the application cf the sealing
compound shall 'be wiped clean and be left neat. The work will be adjusted
defective due to the sealant's hardening, cracking, crumbling, melting.
shrinking, leaking, or running.
END OF SECTION 07920
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