HomeMy WebLinkAboutC-1351 - Pump station & reservoir, Spyglass HillNOTICE OF CANCELLATION z
Cancellation Notice mailed from LOS ANGELES CALIFORNIA
Date of mailing of Cancellation Notice: AF-V ' 1974
e Policy Number: 11348 .113484
Effective date of cancellation: 12:01 A.M. Standard Time
on AUGUST 26, 19 74
THIS NOTICE IS TO
CITY OF NEWPORT BEACR CALIFORNIA:,
CITY HALL
3300 NEWPORT BLVLD.
NEWPORT BEACH, CALIFORNIA
L J
HARBOR INSURANCE COMPANY hereby gives you written notice in accordance with the conditions of the above policy of the cancella-
tion of said policy issued to:
L. G87 CONSTRUCTION CO., INC.
P. 0. BOX
1 RIVERSIDE, CALIFORNIA 92502
By virtue of this notice, as issued to you, the policy specified above will be cancelled in its entirety as to all interests insured and all lia-
bility of HARBOR INSURANCE COMPANY under said policy will cease at and from the effective date of cancellation specified above
without further notice. If the premium has been paid, the excess of paid premium above the earned premium for the expired term, if not
tendered herein, will he refunded on demand. if the premium has not been paid, a bill for the premium earned to the time of cancellation
will be forwarded in due course. HARBOR INSURANCE COMPANY
By
'��:;• r' ORIGINAL'
HU 8125.10 (ED. 8 -661 SM (6.71)
J jy�
+ Form Approved: O.M.B. No. 41 -112764
FORM C- 700(SL)
(11.20 -73)
DUE DATE: 10 days after receipt a# form`'
U.S. DEPARTMENT OF COMMERCE
SOCIAL AND ECONOMIC STATISTICS
ADMINISTRATION
In any correspon ence pertaining tot is report,
BUREAU OF THE CENSUS
refer to the ...trot number shown below.
CONSTRUCTION
is
PROJECT REPORT
STATE AND LOCAL GOVERNMENTS
)dpi um"
INSTRUCTIONS
Please complete and return this formi�h�
by the date requested to the Census
7elwr
Data Collection Center specified on
the enclosed envelope.
Please Read Reporting Instructions
attached to the file copy before
YOUR FILE COPY
completing your report.
CENSUS.,,
VAL.
OLD T/C
NEW T/C
FINAL WT.
S. OR L.
REFERRAL
START DATE
USE
�SEL.
T
DATE
ONLY
Section A — PROJECT IDENTIFICATION
The construction project described below is owned by your organization according to published
sources. Please correct any errors or fill in any blanks in items 1 -4. If necessary, make your
corrections in item 15, Remarks, or use a separate sheet.
1. PROJECT DESCRIPTION
3. OWNER
a. Name
-So) ts9 i
1ge1(tloM► >
b. Mailing address — Number and street
3300 Newport Blvd.
2. PROJECT LOCATION
C. City
State
ZIP code
a cit D tow State
"Ort Beach
CA
92660
b. Number and street or site boundaries
4. NAME OF GENERAL CONTRACTOR
oswft`
1& 10 111111W IN
51 Muir Beach Circle
Section B — OWNERSHIP AND START DATE
5. TYPE OF Is this project — ❑ State Government or Agency
OWNERSHIP Federal Government or Agency
(Mark (X) one bo :)� (] Privately owned OR Owned by: El 9
FXI Local Government or Agency
6. START DATE If site preparation is If site preparation is underway Month
and year of actual or
OF completed or none was or will start later, enter start expected
start date
CONSTRUCTION required, enter start OR date for site preparation or
date for structure structure (fixed works),
Nov.. 1972
(fixed works) only. whichever comes first.
Section C — COST ESTIMATES — (See Definitions of Construction in Reporting Instructions attached to Your File Copy.)
7. CONSTRUCTION INCLUDE:
COST • Site preparation if presently underway or will be done later
• Amount to be paid to all contractors and subcontractors
• Construction materials furnished by owner
• All work to be done by project owner's own employees assigned to project
EXCLUDE:
• Land and pre - existing buildings CONSTRUCTION
• Machinery and production equipment COST OF PROJECT
• Contingency funds (Thousands of dollars)
e Furniture, furnishings, or other movable equipment
• Site preparation if completed
NOTE: If project is on a "cost plus" basis, enter your best estimate of the final cost $ 295
8. ARCHITECTURAL, INCLUDE:
ENGINEERING, • All fees for architectural and engineering services except fees for
ARCHITECTURAL,
AND designing machinery and production equipment. If contractor was
ENGINEERING, AND
MISCELLANEOUS authorized to "design and construct" this project, such cost should
MISCELLANEOUS
COSTS be included in item 7.
COSTS
• Cost of design work by owner's staff
(Thousands of dollars)
• Project owner's overhead and office costs
• Interest and taxes to be paid during construction
• Fees and other miscellaneous costs allocated on owner's books
$ 24
9. TOTAL ESTIMATED COST — Enter the sum of items 7 and 8
$ 319
Continue with Section D on reverse side.
A
a6
►`7
Alk
Section 0 — CHARACTERISTIC?W NINE
10. How many square feet of enclosed floor area (including basements), based on exterior
Square feet
dimensions, will be created by the project described in item I? Exclude existing floor
"O."
D
space that is being remodeled. If none, enter
11. Is this project an addition
Mark (X)
for
If "YES" how many —
TO or O new —
each
item (a —e)
(Report physical capacity for the addition
or new facility only. Do NOT report for
Number
NO
YES
existing floor space that is being remodeled)
1
2
a. Dormitory?
X
Students will this facility accommodate?
3
4
b. Classroom building?
X
Students will this facility accommodate?
c- Hospital, rest home, clinic,
5
6
Beds is this facility designed to
sanatorium, etc.?
X
accommodate?
d, Hotel or Motel?
7
V
e
Guest rooms will be in this facility?
e. Recreational or amusement
s
o
building?
X
Persons will this facility accommodate?
12a. What will be the major t Electricity 3 Q Oil s Q Other (Specify)
type of heating fuel
for this project? 2 i Gas 4 O Coal 6 (1 None or not applicable
b. (1) Will this project have central
(2) What will be the major type of fuel for the air conditioning?
air conditioning?
10 Electricity 2 F-1 Gas
1 EkNO 2 ❑ YES
3 ❑ Other (Specify)
Section E — MONTHLY CONSTRUCTION PROGRESS REPORT
.Report the value of construction put in place each month. Include only those construction costs defined in
item 7. Do NOT include costs reported in item 8. If actual figures are not available, report your best estimates.
• Report costs in the month in which the work was done rather than in the month in which payment is made.
•Include in each month's reported value any monthly retainage being withheld from the contractors.
*This form will be returned to you each month until the project is completed. When project is completed
enter month and year in item 14.
.In the December 1973 space below, enter a cumulative figure for the value of work done for all months
from the start date shown in item 6 through December 31, 1973. Thereafter, enter monthly figures.
*Continue with item 13 if project has started; otherwise skip to section F.
13. MONTHLY VALUE OF CONSTRUCTION PUT IN PLACE ON PROJECT DESCRIBED IN ITEM 1
Value of .construction.
Value of, construction
Value of construction
Yeer-a08 month-
put5n - "p'7a "m8'nfh
Year and rtiou[Ir "
put in place during month
- Year and me
I. place during luoUdl
of report period
(as defined in item 7)
of report period
(as defined in item 7)
of report per ad
(as defined in item 7)
(Thousands of dollars)
(Thousands of dollars)
(Thousands of dollars)
(a)
(b)
(a)
(b)
(a)
(b)
From start of
construction
September
July
through —
December1973
$ is
1974
October
August
January
November
1975
September
February
December
October
March
January
November
1974
April
February
December
May
1975
March
January
June
April
February
1976
July
May
March
August
June
April
14. COMPLETION Enter completion date when construction jMonth and year of completion
DATE is actually completed. i
15. REMARKS
Section F — PERSON TO CONTACT REGARDING THIS REPORT — Please print ar type
16a. Name
b. Title
e. Telep one
Area code
Number
Ezlension
William B. Dye
Design Engineer
-114
1
d. Organization
e. Address (if different from address label)
Public Works Department
City New rt Beach
FORM C- 700(5L) 01.20 -73)
k i
DC
A I O REPORTING INSTRUCTIONS FOR
STATE AND LOCAL PROJECTS
Correct any information in items 1 through 4 if
necesaary::-
Item 1 - Describes the construction project for which
data are to be reported. Limit your reporting to this
project only, even though it may be part of a larger
project. Correct the description if necessary. This
survey covers only new construction and /or additions
and alterations. If the project described is only for
maintenance and repairs, indicate this in item 15,
Remarks, complete item 16, and return the form.
NO- Item 2 — If a street address is not applicable, as
may occur in the case of a new building at a univer-
sity , indicate the general area of the new building
(e.g., ABC university campus).
3., -Make corrections as necessary.
111� Item 4 — If this item is blank, enter the name(s) of
the general contractor(s).
1110- Item 5 — Mark (X) the box which describes the owner-
ship of this project during the construction phase.
111� Item 6 — The start date is the date that work first
began on the project described in item 1 by either
the contractor's employees or the owner's employees.
Do not include work that may have started on an
earlier phase of the project.
Ob. Item 7 — Enter the total estimated construction cost
for this project. Include only the costs for those
items listed.
NO- Item 8 — Enter the total architectural, engineering,
and miscellaneous costs for this project. Include
only the costs for those items listed.
111� Item 9 — Enter the sum of items 7 and 8.
111� Item 10 — Enter the total number of square feet of
enclosed floor area, based on exterior dimensions, to
110- Item 11 — Mark (X) "YES" or "NO" for each part of
this item. If "YES" to any part, report physical
capacity in space provided.
1111� Item 12 — Mark (X) the appropriate box for each part of
this item.
110- Item 13 — Report only the monthly value of construc-
tion put in place for the items listed in item 7.'
~::Include in each monthly figure:
d. The value of construction put in place by con-
tractors and /or subcontractors, including any
retainage being withheld from the contractors. Be
sure to report costs in the month in which work was
done rather than in the month in which payment is
made. If the contractor bills are for periods longer
than one month, estimate each month's amount.
b. The current market cost of any materials installed
which were provided or produced by the owner.
C. The cost of work done by the project owner's own
forces, including charges for labor, materials used,
and rental of construction equipment.
Do not report the architectural, engineering, and
miscellaneous costs listed in item 8.
When construction is completed, progress estimates
should have been reported for all months from the
start of construction to completion, including months
for which there was no construction. The sum of
these monthly value in place construction estimates
is not necessarily expected to agree with the
preliminary cost estimate entered in item 7.
No, Item 14 —Enter the date that work was completed
at the site.
If construction is complete except for some minor
finishing work (up to 3 percent of the total construc-
tion cost), you may discontinue reporting on this
project by indicating in item 15, Remarks, the value
of work remaining and the probable completion date.
11� Item 15 — Make entries as necessary.
11� Item 16 — Enter the name, title, address, and tele-
phone number of the person who can answer
questions about the report.
DEFINITIONS OF CONSTRUCTION
1. Construction, for purposes of this survey, is
defined as the erection of and /or improvements to
fixed structures or works. This INCLUDES:
e. New buildings and additions and alterations to
existing buildings.
b. Fixed works, such as dams, reservoirs, piers,
bridges, roadways, and sewer and water facilities.
C. Auxiliary facilities built into or fixed to the land,
such as parking lots, swimming pools, outdoor
lighting, airport.runways and sidewalks.
d. Mechanical installations — plumbing, heating,
electrical work, elevators, escalators, central
air conditioning, etc.
No. 2. The following types of activities are EXCLUDED
from this survey —
a. Cost of land and pre - existing buildings.
b. Maintenance and repairs to fixed structures
or works.
e. All machinery and production equipment items
not specifically covered by the definitions, such as
industrial machinery, printing presses, stamping
machines, and packaging machines; also special
Fequipment designed to prepare the structure
for a specific use, such as lockers in school
buildings, beds or X -ray machines in hospitals, and
display cases and shelving in stores.
d. Designing costs for machinery and equipment.
e. Furnishing and erecting fixed, largely site fabri-
cated equipment which is not housed in a building, e. Furniture, furnishings or other movable equipment,
such as outside structures at power and heating
plants and sewage treatment plants. I. Contingency funds. The amount should be excluded
from items 7, 8 and 9, but, if ultimately used, should
I. Site preparation — clearing and grading of unde- be included in item 13 for the respective month(s)
veloped land. that work was put in place.
NOTE: If the site preparation currently being done is for a possible future expansion of the
project, include that work as part of the current project.
FORM C-700(SL) (11- 20 -73)
USCOMM -OC
r
TC.700(SL).L3 (1 -74)
Gentlemen:
U.S. DEPARAT OF COMMERCE
Social and Economic Statistics Administration
BUREAU OF THE CENSUS
Washington, D.C. 20233
OFFICE OF THE DIRECTOR
The Bureau of the Census is responsible for producing official
Government statistics for both private and public construction
activity. Since these expenditures represent more than 10 per-
cent of the Gross National Product, it is important that accurate
information be compiled.
As part of our data collection program, we are sending you the
enclosed Form G- 700(SL), "Construction Project Report," to obtain
basic information about a construction project owned by your
organization. On the front of this form, please verify the project
description and location, and report the total estimated cost of
the project. On the reverse side, fill in the items concerning
the project characteristics, and enter the total value of con-
struction put in place through December 1973, and the value of
construction put in place each month since December 1973. There-
after, we will ask you to report a single figure each month for
the construction value put in place until the project is completed.
I£ the information requested is not available, reasonable estimates
are acceptable. We suggest that the report form be filled out by
the person who receives and validates incoming construction bills
for the project. If the project specified in item 1 was completed
Please complete and return the original copy of Form C- 700(SL) within
10 days, using the enclosed envelope. A file copy is also enclosed
for your records.
Your cooperation. in this matter will be greatly appreciated.
Sincerely,
VINCENT P. BARABBA
Director
Bureau of the Census
Enclosures
USGOMM -Oc
OIL' YO GCi[� JNfY?[Mp�OT�
February 19, 1974
TO: FINANCE DIRECTOR
FROM: Public Works Department
SUBJECT: SPYGLASS HILL RESERVOIR,.0 -1351
Following is a summary of the amounts to be billed on the subject
project: _.
_.:,..
Original Contract 5294,100.00
Extras to Date __,._ 1,314.53 .
Contract to Date $295,414.53
Contract Amount Due From Developer $258,808.00
Extras Due From Developer 1,156.78
Total Amount Due From Developer $259,964.78*
Less Previous Billings 249,719.82
Amount Due This Billing $ 10,244.96
*88% of Contract to Date
_ The above noted amount is to be billed to Spyglass Hill,
Attention: James C. Waples, P. 0. Box 2140, Newport Beach, CA 92663.
A copy of the filed Notice of Completion is attached for trans-
mittal to Spyglass Hill with their final billing.
The City Clerk should be notified upon payment of this final
billing and verification that all prior billings have been paid to release
Letter of Credit Number 1C -6185 dated October 23, 1972 to John D. Lusk
and Son.
Bill Dye
Project Engineer
WBD:jfd
Att.
February 13, 1474
E. L. Yeager Constrietim Co., Inc.
P. 0. Box 87
Riverside, CA 92602
Subject: Surety : The Travellers Indemnity Company
Bands No. : 1860485
Project : Spyglass Hill Reservoir
Contract No.: 1351
The City Council on January 28, 1974 accepted the work of
subject project and authorized the City Clerk to file a
Notice of Completion and to release the bonds 35 days after
Notice of Oompletion has been filed.
Aotice of Oompletion was filed with the Grange County Receader
on January 31, 1974, in Book No. 11067, Pap 601. Please
natily your surety company that bonds may be released 35 days
after recording date.
Laura Lagios, CHC
City Mark
LL:awk
k¢nc.
co: Public Works Department, w1 copy NC whecoxding information
RECORDING REQUESTED
BY AND MAIL TO
City of Newport Beach
Laura Lagios, City Clerk
3300 Newport Blvd.
Newport Beach, CA 92660
22625
FREE
NOTICE OF COMPLETION
PUBLIC WORKS
,r
BK 11067PG 601
RECORDED IN OFFICIAL RECORDS
OF ORANGE COUNTY, CALIFORNIA
9:05 A.M. .IAN 311974
J. WYLIE CARLYLE, County Recorder
To All Laborers and Material Men and to Every Other Person Interested:
YOU WILL PLEASE TAKE NOTICE that on January 18, 1973
the Public Works project consisting of Spyglass Hill Reservoir
on which E. L. Ye,
was the contractor, and
was the surety, was completed.
VERI
I, the undersigned, say:
CITY OF NEWPORT BEACH
I am the Public Works Director of the City of Newport Beach; the foregoing
Notice of Completion is true of my own knowledge.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on January 29, 1974
I, the undersigned,
at Newport Beach, California.
I am the City Clerk of the City of Newport Beach; the City Council of said
City on January 28, 1974 accepted the above described work as
completed and ordered that a Notice of Completion be filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on January 29, 1974 at Newport Beach, California.
79
r Y_ j
CITY OF NEWPORT BEACH
CALIFORNIA City Hall
3300 W. Newport Blvd
Area Code 714
673 -2110
Date: � T29, 10;
Mr. J. Wylie Carlyle
County Recorder
P. 0. Box 238
Santa Ana, California 92702
Dear Mr. Carlyle:
Attached for recordation is Notice of Completion of Public
Works project consisting of spygime ara,I R"ervofr
Contract No. —3:953;—
on which g, . L, ysagar flnnatnk.P . [h was the Contractor
and The e1sn, inert{ was the surety.
Please record and return to us.
Very truly yours,
Laura Lagios
City Clerk
City of Newport Beach
LL:
Encl.
Date 1lovedw 13, 1972
TO: Public Works Department
FROM: City Clerk
SUBJECT: Contract No. 1361
Project bill Aeser"Ar
we tlays Lee
Attached *signed copit of subject contract for transmittal to the contractor.
Contractor: E. L. Yeager Cwat:votiM OD., I=-
Address: p. 0. Sox 07, Riveavide, CA 92602
Amount: $ 294,100.00
Effective Date: 11 -10-72
Resolution No. 7847
Laura Lagios
LL-dg
Att.
cc: Finance Department Q
CERTIFICATE OF INSURANI
Certificate Holder: CITY OF NEWPORT BEACH CALIFORNIA D"= 10/31172
CITY HALL
3300 NEWPORT BLVD.
NMJym BEACH, CALIFORNIA
Name of Insured:
E. L- yYEAGER CONSTRUCTION CO., INC.
P. 0. BOX 87
RIVERSIDE, CALIFORNIA 92502
THIS CERTIFIES THAT THE INSUREDS NAMED ABOVE ARE INSURED FOR:
I. COMPREHENSIVE GENERAL LIABILITY insuring ALL OPERATIONS: including Automobile under the following policies
covering the liability imposed by law or assumed under cone #t, as defined in the policies, for Bodily Injury to
persons or Damage to Property of others.
Term of insurance: 8/1/72 to 8/1/75
COMPANY AND POLICY NUMBERS BODILY INJURY AND /OR PROPERTY DAMAGE
HARBOR INSURANCE COMPANY 113483, 113484
Comprehensive General Bodily Injury Liability $250,000. ea. person
$500,000. ea. accident
$500,000. aggregate Products
Comprehensive General Property Damage Liability $100,000. ea. accident
$500,000. aggregate Protective
$500,000. aggregate Products
_
$500,000. aggregate Contractual
It is agreed and understood that the CITY OF NEWPORT BEACH CALIFORNIA is hereby added as an
additional insured under the above policy, but only as respect operations of E. L. YEAGER
CONSTRUCTION CO., INC. in connection with, Spyglass Hill Reservoir (1.5 MG) Contract #C -1351.
II. WORKMEN'S COMPENSATION
Term of insurance: 10/1/72 to 10/1/73
COMPANY AND POLICY NUMBER
STATUTORY
INDUSTRIAL INDEMNITY CO. CB 606 -2553
"It is hereby understood and agreed that the policies to which this certificate refers
may not be cancelled, materially changed, nor the policy allowed to lapse until
ten (10) days after receipt by the City Clerk of the City of Newport Beach, City Hall
Newport Beach, California, of a registered written notice of such cancellation or
III• reduction in coverage."
In event the above policies be cancelled, assigned or the amount of coverage reduced during the polity term, the under-
( ) DAYS' written notice to the above named holder of this CERTIFICATE.
Policies arranged through
BAIL � PAT7E,, 1 I !/
��
AUTHORIZ ED siagATURK �
Address inquiries to: BAILEY H. PATTERSON, INC., P. O. BOX 391, Riverside, California 92502
PHONES: (714) 6833300 or (213) 628 -4053
4f ERTIFICATE OF INSURANCb
Certificate Holder: Cln (W NEWPORT BBACH MZFMIA Oft- 10/31/72
Cny HALL
3300 T $LVD.
Name of Insured: NEWPORT BUCK, CALIFOIWIA
B. L. YIIAGHR CONSTRUCTION Co., WC.
P. 0. BOX 87
RI>iIItgIDS, CALI"RNIA 92502
CERTIFIES THAT THE INSUREDS NAMED ABOVE ARE INSURED FOR:
I. COMPREHENSIVE GENERAL LIABILITY insuring ALL OPERATIONS including Automobile under the following policies
covering the liability imposed by law or assumed under conthkt, as defined in the policies, for Bodily Injury to
persons or Damage to Property of others.
Term of insurance: 8/1/72 to 8/1/75
COMPANY AND POLICY NUMBERS
HARBOR, INSURANCE COMPANY 113483, 113484
Comprehensive General Bodily Injury Liability
Comprehensive General Property Damage Liability
BODILY INJURY AND /OR PROPERTY DAMAGE
$250,000.
$500,000.
$500,000.
$100,000.
$500,000.
$500,000.
ea. person
ea. accident
aggregate Products
ea. accident
aggregate Protective
aggregate Products'
It is agreed and understood that the CITY OF NEWPORT SUCH GLIPORNIA is hereby added as an
additional insured under the above policy, but only as respect operations of S. L. TRACER
CONSTRUCTION CO., INC. in connection with, Spyglass Hill Reservoir (1.5 N3) Contract fC -1351.
II. WORKMEN'S COMPENSATION
Term of insurance: 10/1172 to 10/1/73
COMPANY AND POLICY NUMBER
STATUTORY
INWSTRM INDEMNITY CO. CB 606 -2553
volt is hereby understood and agreed that the policies to which this certificate refers.
may not be cancelled, materially changed, nor the policy allowed to lapse until
ten (10) days after receipt by the City Clerk of the City of Newport Beach, City Hall
III Newport Beach, California, of a registered written notice of such cancellation or
reduction in coverage."
In event the above policies be cancelled, assigned or the amount of coverage reduced during the policy term, the under-
signed will endeavor to give ( ) DAYS' written notice to the above named holder of this CERTIFICATE
Policies arranged through
BA�LILE". PATTE N, I !
AWTHORRab BION TYRE
Address inquiries to: BAILEY H. PATTERSON, INC.; P. O. BOX 391, Riverside, California 92502
PHONES: (714) 683 -3300 or (213) 6284053
TELEPHONE (714) 6845960
CC
10ENGINEERA and- CGNFTRL'
RIVERSIDE. CALIF 725(
October 30, 1972
City of Newport Beach California
3300 Newport Blvd.
Newport Beach, Calif. 92660
Gentlemen:
0
P. O. BOX 87
Re: Spyglass Hill Reservoir
C -1351
Enclosed please find the following executed documents:
I. Four copies of contract
2. Material and Labor Bond
3. Certificates of insurance
As per your written request the City of Newport has been named as an
additional insured on the public liability and property damage insurance.
The endorsements you have requested in conjunction with PL and PD have
also been executed.
A signed certification regarding workmen's compensation has been included,
as per your request.
We understand you will date, sign and return one copy of the contract for
our files.
Thank you fors{ortunity of working with you on the project.
RECEIVED
PUBLIC WORKS
NOV 1 19721..
Cliy OF
NEWPORT BEACH,
CALIF.
Very truly yours,
E. L. YEAGER CONSTRUCTION OD.,INC.
EEY:Iw ----i 1 Vice Presi
TELEPHONE 694.5360
L90 LJv t3 +9(3'.� `yVISV aJ� V ly d1 iSVt3�1
`�.. ENGINEERS and CGN�TRUI
- -::
ERSIDE, CALIF 94507
;A c�
P
October 30, 1972
City of Newport Beach California
3300 Newport Blvd.
Newport Beach, Calif. 92660
C+entisaen:
td!
Poe: Spyglass Hill Poservoir
C -1351
Enclosed please find the following executed documents:
I. Four copies of Contract
2. Material and Labor Band
3. Certificates of Insurance
As per your written request the City of Newport has been named as an
additional insured on the public liability and property damage insurance.
The endorsements you have requested in conjunction with PL and PD have
also been executed.
A signed certification regarding workmen's compensation has been included,
as per your request.
We understand you will date, sign and return one copy of the Contract for
our files.
Thank you for the opportunity of working with you on the project.
RECEIVED
PUBLIC WORKS
fq 0'l 1 10726,
CITY OF
\� NEWPORT "EACH,
CALIF.
ELY.: it
Very truly yours,
E. L. YEAGER 00INST14=1011 CD.,INC,
E. E. Yeager
ytce PresIdo
0 0
November 6, 1972
TO: CITY CLERK
FROM: Public Works Department
SUBJECT: SPYGLASS HILL RESERVOIR (1.5MG) - Contract No. C -1351
Attached are four copies of the subject contract documents. Please have
executed on behalf of the City, retain your copy and the insurance certifi-
cates, and return the remaining copies to our department.
William B. Dy7
Project Engineer
WBD:hh
Att.
I -I
.:ENGINEERS a4-CON#STRU(
RIVERSIDE, CALIF. 92502
Oct. 30, 1972
City of Newport Beach
3380 Newport Blvd.
Newport 8*acb/ Ca. 92000
��
��
��
Re: Spyglass Hi|| Reservoir (|.51`4G} Contract No. C-1351
Certification regarding workmen's compensation
Insurance
» | am aware of and will comply with Section 3700 of the
Labor Cude, requiriog overy omy|oyer to be insured against
liability for workmen's compensation or to undertake se|f-
insurance before commencing any of the work". .
E. L. Yeager Construction Co.,Inc.
E. Yea�qer
EEY: lw
TELEPHONE (714) 684 -3360
9
ENGINEERS and-COMTRU
""-� RIV RSIDE, CALIF. 9460
Oct. 30, 1972
1*
City of Newport Beach
3300 Newport Blvd.
Newport Beach, Ca. 92660
Re: Spyglass Hill Reservoir (1.5MG) Contract No. C -1351
Certification regarding workmen's compensation
Insurance
r 1
" 1 am aware of and will comply with Section 3700 of the
Labor Code, requiring every employer to be insured against
liability for workmen's compensation or to undertake self -
insurance before commencing any of the work "..
E. L. Yeager Construction Co.,lnc.
r�— — E. Yeager
Vice Preside t
EEY:Iw
,
P. O. BOX 87
CITY CLERK
CONTRACT NO. C -1351
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
FOR
SPYGLASS HILL RESERVOIR (1.5 MG)
0 0
CONTRACT NO. C -1351
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
FOR
SPYGLASS HILL RESERVOIR (1.5 MG)
Approved by the City Council
this //-2Z day of SE^6E4fa 7?
SUBMITTED BY:
E. L. Yeager Construction Company, Inc.
Contractor
P. 0. Box 87 Riverside, CA 92502
Address
City Zip
714 - 684 -5360
Phone
$2941100 00
Total Bid Price
0 Page
CITY OF NE:IPO "T BEACH, CALIFORNIA
NOTICE INVITING BIDS
2IUS will be received at.the office of the City Clerk, City Hall, Nielaport Beach,
California, until 10:00 A.M. on the 10th day of October , 1972 ,
' at. which tii&, th ^y will be opened and read, for performing work as follows:
SPYGLASS HILL RESERVOIR
(1.5 MG)
CONTRACT NO. 1351
' Bids must be submitted on the proposal form attached with the contract documents
furnished by the Public Works Department. The additional copy of the proposal form
is to be retained by the bidder for his records.
' Each bid must be accompanied by cash, certified check or Bidder's Bond, made payable
to the City o; Newport Beach, for an amount equal to at least 10 percent of the
' amount bid.
Iiie title of the project and the words "SEALED BID" shall be clearly marked on the
' outside of the envelope containing the bid.
Tne contract documents that must be completed, executed, and returned in the sealed
bid are:
' A. Proposal
B. Designation of Subcontractors
C. Bidder's Bond
D. Non - collusion Affidavit
E. Statement of Financial Responsibility
F. Technical Ability and Experience References
These documents shall be affixed with the signature and titles of the persons signing
on behalf of the bidder. For corporations, the signatures of the President or
' Tice President and Secretary or Assistant Secretary are required and the Corporate Sea!
shall b2 affixed to all documents requiring signatures. In the case of a Partnership,
the signature of at least one general partner is required.
' PI. bids gill be. accepted from a contractor who has not been licensed in accordance with
the provisions of Chapter 9, Division III of the Business and Professions' Code. The
contractor shall state his license number and classification in the proposal.
One se,t of plans and contract documents, including special provisions, may be obtained
at t; Public idorks Department, City Hall, Newport Beach, California, at no cost to
' licensed contractors. It is requested that the plans and contract documents be returned
2 weeks after the bid opening.
' (coat.}
• 0 Page la
10 city has edoptai the Standard SpacHications for Public !forks Construction
(00 edition and supplements ) as prepared by the Southern California Chapters of the
li:,ican Public :-forks Association and the Associated General Contractors of America.
Cod a may.12 obtained From Building News, Inc., 3055 Overland Avenue, Los Angeles,
California 9 +9034, (213) 870 -9371.
Tho city has adopted Standard Special Provisions and Standard Drawings. Copies of
those are available at the Public Works Department at a cost of $3.00 per set.
In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California
Labor Coda (Sections 1770 et seq.), the City Council of the City of Newport Beach has
as;rtained the general prevailing rate of per diem wages in the locality in which the
work in to be performed for each craft, classification, or type of workman or mechanic
neeed to execute the contract and has set forth these items in Resolution No. 7718
adopted June 12, 1972. A copy of said resolution is available in the office of the
My Clark. All parties to the contract shall be governed by all provisions of the
California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive).
Tho city reserves the right to reject any or all bids and to waive any informality
in such bids.
Revised 5 -12 -72
Page 2
' All bids are to be computed on the basis of the given estimated quantities of work,
as indicated in this Proposal, times the unit price as submitted by the bidder. In case
of a discrepancy between words and figures, the works shall prevail. In case of an error
in the extension of 'a unit price, the corrected extension shall be calculated and the bids
will be computed as indicated above and compared on the basis of the corrected totals.
' The estimated quantities of work indicated in this Proposal are approximate only,
being given solely as a basis for comparison of bids.
' The undersigned has checked carefully all of the above figures and understands that
the City will not be responsible for any errors or omissions on the part of the under-
signed in making up this bid.
' The undersigned agrees that in case of default in executing the required contract
with necessary bonds within ten (10) days, not including Saturday, Sunday and Federal
Holidays, after having received notice that the contract is ready for signature, the
proceeds of check or bond accompanying this bid shall become the property of the City
of Newport Beach.
' Licensed in accordance with the Statutes of the State of California providing for
the registration of Contractors, License No. 140069 Classification A & B1
Accompanying this proposal is Bidder's Bond
Cash, Certified Check, Cashiers Check or Bond
in an amount not less than 10 percent of the total bid price.
The undersigned is aware of the provisions of Section 3700 of the Labor Code which
require every employer to be insured against liability for workmen's compensation or to
undertake self - insurance in accordance with the provisions of that code, and agrees to
comply with such provisions before commencing the performance of the work of this contract-
714-684-5360
Phone Number
10 -10 -72
Date
E. L. Yeager Construction Company, Inc.
;Bidder's Name
S/ Julian W. Powers (SEAL)
uthorized Signature
Authorized gignature
Corporation
Type of Organization
(Individual, Corporation, or Co- Partnership)
List below names of President, Secretary, Treasurer and Manager if a corporation,
and names of all co- partners if a co- partnership:
J. S. Yeager, President
R. A. Yeager, Secretary and Treasurer
Julian W. Powers, Asst. Secretary
E. L. Yeager Construction Company, Inc.
Bidder's ame
, -S/ Julian W. Powers
Authorized ignature
Corporation
Type of rgan zat on
(Individual, Co- partnership or Corp)
P. 0, Box 87, Riversiess de, CA_ 92502
Ad r
Page 3
'
DESIGNATION OF SUB - CONTRACTORS
The undersigned certifies
that he has used the sub -bids of the following
listed contractors
in making up his bid and that the sub - contractors listed
will be used for the
work for which they bid., subject to the approval of the
City Engineer, and
in accordance with the applicable provisions of the
specifications. No
change may be made in these sub - contractors except upon
'
the prior approval
of the Engineer.
Item of Work
Sub - contractor Address
'
1. PVC Lining
Pacific Lining India
'
2.. Prestressing
BBR Prestressed Tank Inca El Cajon
3. R. E. Steel
Soule Santa Ana
4. Damproofing
Federal.Roof Los Angeles
5. Electrical
Service Electric Riverside
6. Landscaping
Omega Landscaping Santa Ana
1
'
8.
'
9.
10.
-
11.
1
12,
E. L. Yeager Construction Company, Inc.
Bidder's ame
, -S/ Julian W. Powers
Authorized ignature
Corporation
Type of rgan zat on
(Individual, Co- partnership or Corp)
P. 0, Box 87, Riversiess de, CA_ 92502
Ad r
FOR#IGINAL SEE CITY CLERK'S FILE C
Page 4
BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL MEN BY THESE PRESENTS,
That we, E. L. Yeager Construction Company, Inc. as Principal,
and The Travelers Indemnity Company as Surety, are held
and firmly bound unto the City of Newport Beach, California, in the sum of
Ten percent of the amount bid Dollars ($ ), lawful money of the United
States for the payment of which sum well and truly to be made, we bind ourselves,
jointly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH,
That if the proposal of the above bounden principal for the construction of
ass Hill Reservoir (1.5MG) Contract No. 1351
in the City of Newport Beach, is accepted by the City Council, of said City, and if the
above bounden principal shall duly enter into and execute a contract for such construc-
tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting
Bids" within ten (10) days (not including Saturday, Sunday and Federal Holidays) from
the date of the mailing of a notice to the above bounden principal by and from said City
of Newport Beach that, said contract is ready for execution, then this obligation shall
become null and void; otherwise it be and remain in full force and effect, and the amount
specified herein shall be forfeited to the said City.
In the event that any principal above named executed this bond as an individual,
it is agreed that the death of any such principal shall not exonerate the surety from
its obligations under this bond.
IN WITNESS WHEREOF, we hereunto set our hands and seals this 10 day of
October , lg 72 ,
Corporate Seal (If Corporation)
(Attach acknowledgement of
Attorney -in -Fact)
E. L. Yeager Construction Company, Inc.
Principal
S/ Julian W. Powers
THE TRAVELERS INDEMNITY COMPANY
Surety
By S/ Donna E. Taylor
Title Attorney in Fact
. .. _'T
� ..+.'.. 4 '.._:..:^ a . �.'�....• a i��... —��'
11
11
11
II
1
r
0 0
Page 5
NON- COLLUSION AFFIDAVIT
The bidders, by its officers and agents or representatives present at the time of
filing this bid, being duly sworn on their oaths say, that neither they nor any
of them, have in any way, directly or indirectly, entered into any arrangement or
agreement with any other bidder, or with any public officer of such CITY OF NEWPORT
BEACH whereby such affiant or affiants or either of them, has paid or is to pay to
such bidder or public officer any sum of money, or has given or is to give to such
other bidder or public officer anything of value whatever, or such affiant or
affiants or either of them has not directly or indirectly, entered into any arrange-
ment or agreement.with'any other bidder or bidders, which tends to or does lessen
or destroy free competition in the letting of the contract sought for by the
attached bids; that no bid has been accepted from any subcontractor or materialman
through any bid depository, the Bylaws, Rules or Regulations of which prohibit or
prevent the contractor from considering any bid from any subcontractor or material -
man which is not processed through said bid depository, or which prevent any
subcontractor or materialman from bidding to any contractor who does not use the
facilities of or accept bids from or through such bid depository; that no induce-
ment or any form or character other than that which appears upon the face of the
bid will be suggested, offered, paid, or delivered to any: person whomsoever to
influence the acceptance of the said bid or awarding of the contract, nor has this
bidder any agreement or understanding of any kind whatsoever, with any person
whomesoever to pay, deliver to, or share with any other person in any way or manner,
any of the proceeds of the contracts sought by this bid.
Subscribed and sworn to before me by
this 10 day of October ,
19 72 .
My commission exp)res:
Oct. 29, 1972
Seal Attached
E. L. Yeager Construction Company, Inc.
S/ Julian W. Powers
Asst. Secretary
S/ Linda L. Thomas
Notary Public
IOR ORIGINAL SEE CITY CLERK'S FILE COPY
Page 6
'STATEMENT OF FINANCIAL RESPONSIBILITY
The-undersigned submits herewith a statement of his financial responsibility.
On file with City Clerk
0
E. L. Yeager Construction Company, Inc.
igne
S/ Julian W. Powers
YEAR TYPE OF WORK CONTRACT AMOUNT LOCATION OF WORK AND
FOR WHOM PERFORDiED
1969
Grading- Paving
170511.00
City of Redlands
Tennessee Street.
1969
Grading- Concrete - Paving
1820100.00
City of Riverside
Chicago Ave Widening,
1969
Grading- Concrete - Paving
165,000.00
City of Victorville
Various Streets
1969
Grading- Concrete - Paving
36,854.00
City of Palm Springs
Assessment Dist. 95
1969
Grading - Concrete- Paving
119,758.00
County of San Bernard'
Baseline Avenue
1969
Grading- Concrete - Paving
107,868.00
City of Riverside
Central Avenue
1969
Grading- Concrete - Paving
270853.00
County of Riverside
Tilton Avenue
1969
Grading- Concrete - Paving
489490.00
City of Perris
"D" St $ Perris Blvd.;
1969
Grading- Structure- Paving
50600,000.00
State of California
Essex
09
Grading -Rip Rap- Paving
1,2580000.00
State of California
Piru
1969
Grading- Channel - Paving
1730668.00
San Bernardino Co.
Flood Control Dist.
Cypress
1969
Grading- Structure - Paving
4790000.00
State of California
Thermal, California
1969
Grading- Paving
256000.00
State of California
Mountain Center
i
YEAR TYPE OF WORK
1970 Grading- Concrete - Paving
LOCATION OF WORK AND
CONTRACT AMOUNT FOR WHOM PERFORMED
83,097.00 City.of Fontana
Assessment Dist. 9
1970
Grading - Concrete- Paving
16,062,00
City of Palm Springs
Andreas Street
1970
Grading- Paving
10,960.00
County of San Bdno
Barstow- Adelanto
1970
Grading- Structure - Paving
1,388,920.00
State of California
Beaumont
Grading- Paving
60,497.00
County of Riverside
�70
Agua Mansa Road
1970
Grading
409,990.00
Coachella Valley Co.
Water District
1970
Grading- Paving
14,180.00
City of Palm Springs
Tamarisk Road
1970
Grading
66,506.00
State of California
San Timoteo Creek
1970
Grading
268,554.00
State of California
Bonnie Canyon
1970
Grading- Structure - Paving
11,693,074.00
State of California
Mountain Springs
1170
Grading - Structure- Paving
2,759,064.00
State of California
Little Lake
1970
Grading- Structure - Paving
3,350,980.00
State of California
Ontario Widening
1970
Grading- Structure - Paving
2,061,261.00
State of California
Cabazon
1970
Grading- Structure- Paving
673,863.00
County of Riverside
San Sevaine
1970
Grading- Structure - Paving
147,282.00
Colton Industrial Par]
�70
Grading- Structure - Paving
2,472,076.41
State of California
Victorville
1970
Paving
210,640.00
State of California .
Various locations
1970
Paving
914,314.00
State of California
Various locations
1970
Grading - Concrete - Paving
511,347.00
State of California
Apple Valley
YEAR
TYPE OF WORK
1970
Grading- Structure - Paving
1970
Grading- Concrete - Paving
1970
Paving
1970
Grading- Concrete- Paving
Ii
f•
10
CONTRACT AMOUNT
252;484.00
68,508.00
123,563.00
295,320.00
FOR WHOM PERFORMED
State of California
Big Bear
State of California
Montclair
City of Riverside
Various locations
City of Colton
Redevelopment
'YEAR TYPE OF WORK
1971 Grading & Paving
1971 Grading & Paving
1971 Grading & Paving
1971
Grading & Paving
1971
Grading, Concrete & Paving
Dillon Road
1971
Excavating Channel & Rip Rap
1971
Concrete Bridge
1971
Drainage & Alignment
1971
Guardrail
1971
Grading, Concrete Paving
14
Grading & Paving
C0NTRACT APOWIT
FOR 1•11110!1 PERFOR!1ED
' 177,624.00
i
County of Riverside
Dillon Road
83,500.00
City of Palm Springs
Bogie Road
34,100.00
City of Redlands
Bellevue Avenue
121,908.00
County of San Bernardino
Chino Airpoet
327,105.00
City of Riverside
Lime Street
740,923.00
Coachella Valley County
Hater District
137,838.00
State of California
Indian Avenue
73,411.00
State of California
Highway 18, Vi'ctorville
122,650.00
State of California
Redlands
60,237.00
Riverside Co. Flood Dist.
Rathke Channel
-204,089.00
U. S. Navy
29 Palms
0
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
Page 7
The undersigned submits herewith a statement of the work of similar character
to that proposed herein which he has performed and successfully completed.
Reservoir Year Prestressing Reservoir Person to Telephone
Capacity Completed Contractor Owner Contact Number
3M 1972 City of Ontario Mr, Heinsoo 714 -986 -1151
City Engineer
' Name of Proposed Superintendent: Jack Nannes
' Summary of proposed Superintendent's experience:
Project Descripi:ion Year
' (Contractor, Prestresser, Owner, Reservoir Capacity) Completed Position
1
' E. L. YEAGER CONSTRUCTION CO.,INC.
' Bidder's Authorized Signature: S /Julian W, Powers
t(cont.)
Page 7a
TECHNICAL ABILITY AND EXPERIENCE REFERENCES, CONT.
Name and address of proposed prestressing firm: +
BBR Prestressed Tanks, Inc.
P. 0. Box 696 E1 Cajon, CA 92020
For Whom Performed
Reservoir (Give Name and Address of) Person to Telephone
Capacity Year Completed (Owner and Prime Contractor) Contact Number
Refer to technical brochure and statement inside front cover (On file with City
Clerk).
BBR Prestressed Tanks, Inc.
S/ M. J. Dykmans, President
Authorized Signature
Prestressing Firm
- .,
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPYGLASS HILL RESERVOIR (1.5 MG)
CONTRACT NO. 1351
ADDENDUM NO. l
Make the Following Revisions to the Special Provisions:
Section II Qualifications of Bidders
Delete the second sentence and substitute the following:
"To qualify as a responsible bidder, the Contractor shall
have a successful performance record in reinforced con-
crete reservoir or tank construction ".
In the third sentence, following "Prestressing Contractor"
add "if applicable ".
Please show date of receipt of this addendum on the proposal or insert
a copy with your proposal.
ov t �; 0��- 4: �o )/
Benjamin B. Nolan
Assistant Public Works Director
BBN:WBD:hh
Contractor: E. L. Yeager Construction Company, Inc.
Authorized Signature:_ S/ Julian W. Powers
Date Received: 9 -26-72
0
LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS, That
1?6&) 49,�-
Page 8
PREMIUM CHARGED IS INCLUDED IM
CHARGE FOR PERFORMANCE BOND.
WHEREAS, the City Council of the City of Newport Beach, State of California by
motion adopted October 24, 1972
has awarded to E. L. Yeager Construction Company; Inc
hereinafter designated as the "Principal ", a contract for
Spyglass Hill-Reservoir (1.5 MG) Contract No. C -1351
in the City of Newport Beach, in strict conformity with the Drawings and Specifications
and other contract documents on file in the office of the City Clerk.
WHEREAS, said Principal has executed or is about to execute said contract and the
terms thereof require the furnishing of a.bond.with said contract, providing that if
said Principal or any of his or its subcontractors, shall fail to pay for any materials,
provisions, provender, or other supplies or teams used in, upon, for,.or about the per-
formance of the work agreed to be done, or for any work or labor done thereon of any
kind, the Surety on this bond will pay the same to the extent hereinafter set forth:
NOW, THEREFORE, We
as Principal, hereinafter designated as the Contractor and
tThe Travelers Indemnity Company
'as Surety, are held firmly bound unto the City of Newport Beach, in the sum of co
( a � u v.olnQ den e&,Lt_ . p&.. J f so Dol�sL � ($
'said sum being one -half of the estimated amount payable by the City of Newport Beach
under the terms of the contract, for which payment well and truly to be made we bind
ourselves, our heirs, executors and administrators, successors or assigns, jointly and
' severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the person or his subcontractors,
' fail to pay for any materials, provisions, provender, or other supplies or teams, used
in, upon, for, or about the performance of the work contracted to be done, or for any
other work or labor thereon of any kind or for amounts due.under the Unemployment Insurance
Code with respect to such work or labor, that the Surety or Sureties will pay for the same,
in an amount not exceeding the sum specified in the bond, and also, in case suit is brought
upon the bond, a reasonable attorney's fee.; to be fixed by the Court as required by the
Provisions of Section 4204 of the Government Code of the State of California.
' Page 9
1 (Labor and Material Bond - Continued)
This bond shall inure to the benefit of any and all persons, companies, and corporation
entitled to file claims under Section 1192.1 of the Code of Civil Procedure so as to
' give aright of action to them or their assigns in any suit brought upon this bond, as
required by the Provisions of Section 4205 of the Government Code of the State of
California.
' And the said Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alterations or additions to the terms of the contract or to the work
to be performed thereunder or the specifications accompanying the same shall in any wise
' affect its obligations on this bond, and it does hereby waive notice of any such change,.
extension of time, alterations or additions to the terms of the contractor or to the
work or to the specifications.
In the event that any principal above named executed this bond as an individual, it is
agreed that the death of any such principal shall not exonerate the surety from its
obligations under this bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety
above named, on the day of
e: E. YEAGER CGNSTRUCM comem :. {Seal -)
' (Seal)
ontractor
(Seal)
Ap oved as to orm: nn
ass • City Attorney
This bond was approved by the City Council
of the City of Newport Beach by motion on
Attest:.
ae
City Clerk
- l
•
0
§
N
}
\ } /
a
ten!
\ \r o
� } \\
tv
} &/§
CP
(Lm m
o
o ._ 0(D
) }�
CL
Fr
/ 0
1
« E /I}
§ Er
w §}�ƒ
m
((
�(
�
T emium cFarge for IF'is 6onH...Z=�.
Page 10
PERFORMANCE BOND
' KNOW ALL MEN BY THESE PRESENTS, That
' WHEREAS, the City Council of the City of Newport Beach, State of California, by
motion adopted October 24, 1972
has awarded to E. L. Yeager Construction Company, Inc.
hereinafter designated as the "Principal ", a contract for
Spyglass Hill Reservoir (1.5 MG) Contract No. C -1351.
in the City of Newport Beach, in strict conformity with the drawings and specifications
and other contract documents now on file in the office of the City Clerk of the City of
Newport Beach.
WHEREAS, said Principal has executed or is about to execute said contract and the
terms whereof require the furnishing of a bond for the faithful performance of said
contract;
NOW, THEREFORE, We,
as Principal, hereinafter designated as the "Contractor ", and
The Travelers Indemnity CompanY
As Surety, are held and firmly bound unto the City of Newport Bea in the sum of
\ p o 0
%FU u,X ,��Qi11 ,,dXtd -Y&ku, ,1P,A ,,&,N.l� Dollars ($ 99*, Mel ).
oLvLlr-
said sum being equal to lbO% of the estimated amount of the contract, to be paid to
the said City or its certain attorney, its successors, and assigns; for which payment
well and truly to be made, we bind ourselves, our heirs, executors and administrators,
successors or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal, his
or its heirs, executors, administrators, successors, or assigns, shall in all things
stand to and abide by, and well and truly keep and perform the covenants, conditions,
and agreements in the said contract and any alteration thereof made as therein provided
on his or their part, to be kept and performed at the time and in the manner therein
specified, and in all respects according to their true intent and meaning, and shall
indemnify and save harmless the City of Newport Beach, its officers and agents, as
therein stipulated, then this obligation shall become null and void; otherwise it shall
remain in full force and virtue.
- �i�::.«'• .a. .._': ,:_ ..<.. .. _�._ .. .._w�n,.:a.z.,___= �"�._.:'�:r ...�•- .,_Svc °..: a•Y;.+, ii•: .
0 9
Page it
(Performance Bond - Continued)
And said Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alteration or addition to the terms of the contract or to the
work to be performed thereunder or to the specifications accompanying the same shall
in any wise affect its obligations on this bond, and it does hereby waive notice
of any change, extension of time,.alteration or addition to the terms of•the contract
or to the work or to the specifications.
In the event that any principal above named executed this bond.as an individual, it
is agreed that the death of any such principal shall not exonerate the surety from
its obligations under this bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety
above named, on the — day of a 9LOn _ 197-9.
Approved as to form:
Asst i ty Attorney
4 YEAGER CO GTRUCIItli
IML
�.
(Sea]3=
7 :_
(Seal) -
Surety -
,,...� axusl� »ri .. _... �._.,_�::r. �_�3:..�w -. �.... .:.:�. £euss�a -a�'.�- 3aaez- ri.'•�:..:�'.0 =:x
9 0
i
:|
n
}
§
\�
\ \�
n
�§
f�
CL
\§
�`ƒ
�
\� \ \}
E }k!
CL
{(}{
\�}�
! :!§
Fr
7ka
{}■rr
�fT
Ir \J
}
ƒ\ -\
�!\
�
& ƒ2
{
) { / }�
on
n
�§
f�
0 0
CONTRACT
THIS AGREEMENT, made and entered into this
Page 12
day of NOV 10 112 , lg_,
by and between the CITY OF NEWPORT BEACH, California, hereinafter designated as the
City, party of the first part, and E. L. Yeager Construction Company, Inc.
hereinafter designated as the Contractor, party of the second part.
WITNESSETHt That the parties hereto do mutually agree as follows:
1. For and in consideration of the payments and agreements hereinafter mentioned
to be made and performed by the City, the Contractor agrees with the City to furnish all
materials and labor for the construction of
Spyglass Hill Reservoir (1.5 MG) Contract No. C -1351
and to perform and complete in a good and workmanlike manner all the work pertaining
thereto shown on the Plans and Specifications therefor; to furnish at his own proper
cost and expense all tools, equipment, labor, and materials necessary therefor, (Except
such materials, if any, as in the said Specifications are stipulated to be furnished by
the City), and to do everything required by this Agreement and the said Plans and
Specifications.
2. For furnishing all said materials and labor, tools and equipment, and doing
' all the work contemplated and embraced in this Agreement, also for all loss and damage
arising out of the nature of the work aforesaid, or from the action of the elements,
or from any unforeseen difficulties which may arise or be encountered in the prosecu-
tion of the work until its acceptance by the City, and for all risks of every description
connected with the work; also, for all expenses incurred by or in consequence of the
suspension or discontinuance of work, except such as in said Specifications are expressly
stipulated tube borne by the City -"and for well and faithfully completing the work
' and the whole thereof, in the manner thown and described in the said Plans and
Specifications, the City will pay and the Contractor shall receive in:full compensation
therefore the lump sum price, or if the bid is.on the unit price basis, the total price
' for the several items furnished pursuant to the Specifications, named in the bidding
sheet of the Proposal, as the case May be.
' 3. The City hereby promises and agrees with the said Contractor to employ, and
does hereby employ the said Contractor to provide the materials.and to do the work
according to.the terms and conditions herein contained and referred to for the price
aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon
the conditions set forth in the Specifications; and the said parties for themselves,
their heirs, executors, administrators, successors and assigns, do hereby agree to
the full performance of the covenants herein contained.
' 4. The Notice to Bidders, Instructions to Bidders, Contractor's Proposal, and the
Plans and Specifications, and all amendments thereof, when approved by the parties
' hereto, or when required by the City in accordance with the provisions of the Plans and
Specifications, are hereby incorporated in and made part of this Agreement.
• • Page 13
5. Pursuant to the Labor Code of the State of California, the City Council has
ascertained the general prevailing rates of per diem wages for each craft or type of
workman needed to execute the contract and a schedule containing such information is
included in the Notice Inviting Bids and is incorporated by reference herein.
6. The Contractor shall assume the defense of and indemnify and save harmless the
City, the Director of Public Works, and their officers and employees, from all claims,
loss, damage, injury, and liability of every kind, nature, and description, directly or
indirectly arising from the performance of the contract or work, regardless of responsi-
bility for negligence; and from any and all claims, loss, damage, injury, and liability,
howsoever the same may be caused, resulting directly or indirectly from the nature of
the work covered by the contract, regardless of responsibility for negligence.
IN WITNESS WHEREOF, the Parties hereto have caused this contract to be executed the
day and year first above written.
CITY OF NEWPORT BEACH, CALIFORNIA
r By: ��bby*'
�a .. aY
� LiFp�N
ATTEST:
& E. YEAGER CONSERIp:pQn
f�
—Con rac or -
(SEAL)
Approved as to form:
0 •
i
CITY Or NEWPORT BEACH PR 1 of 1
PUBLIC WORKS DEPARTMENT
SPYGLASS HILL RESERVOIR (1.5 MG)
CONTRACT NO. 1351
PROPOSAL
To the Honorable City Council
City of Newport Beach
3300 West Newport Boulevard
Newport Beach, California 92660
Gentlemen:
The undersigned declares that he has carefully examined the location of the work,
has read the Notice Inviting Bids, has examined the Plans and Special Provisions,
and hereby proposes to furnish all materials and do all the work required to
complete contract No. C -1351 in accordance with the Plans and.Specifications,
and will take in full payment therefor the following unit price for the work,
complete in place, to wit.
ITEM QUANTITY ITEM DESCRIPTION
NO. AND UNIT UNIT PRICE WRITTEN INVORDSn TOTAL PRICE
1. Lump Sum Construct 1.5 mg prestressed concrete
reservoir, utility tunnel; piping
with control valves; drainage devices;
excavation; backfilling; and other
incidental items of work
@ Two hundred sixty two thousand one hu Dollars
and
no /100 - -=--- ------ --- ---- - - ---- Cents
Lump Sum
2. Lump Sum Construct final grading of reservoir.
.site; concrete walkway and appurtenances;
play area; irrigation system; planting
and lighting system; and other incidental
items of work
@ Thirty two thousand Dollars
and
no /100 ----------------- --- --- -=- - -- Cents
Lump Sum
TOTAL PRICE WRITTEN IN 'WORDS:
$ 262,100.00.
$ 329000.00
Two hundred ninety four thousand one hundred Dollars
and
-no /100 ---------------- ---- ---------------- ----- - - -- -- Cents 294,100.00
----------------------------------------------------------- — — ----------------------------- - --
DATE 10 -10 -72 BIDDER'S NAME: E. L. Yeager Construction Company; Inq
CONTRACTOR'S LICENSE N0, 140069 AUTHORIZED SIGNATURE: S/ Julian W. Powers
CONTRACTOR'S ADDRESS P. 0. Box 87 Riverside, CA .92502
TELEPHONE NO. 714 -684 -5360
INDEX
SECTION
PAGE
I. Scope of Work . . . . . . . . . . . . . 1
II. Qualifications of Bidders . . . . . . . . . 2
' III. Proposed Site . . . . . . . . . . . . . . . 3
IV. Time of Completion 5
' V • Schedule of Work . . • . . . . . . . . . . 6
' VI. Trench Safety . . . . . . . . . . . . . . . 7
VII. Shop Drawings, Data on Materials and
Equipment, and Samples . . . . . . . . . . g
A. General . . . . . . . . . . . . . . . . g
B. Shop Drawings and Data Defined . . . . g
C. Review and Revision . . . . . . 9
' VIII. Payment . . . . . . . . . . . . . . . . . . 11
IX. Guarantee 12
'
X. Construction Survey Staking . . . . . . . . 13
' XI. Grading . . . . . . . . . . . . . . . . .
14
A. General . . . . . . . . . . . . . . . . 14
B. Structure Excavation and Backfill . . . 14
XII. Concrete 16
A. General . . 16
' B. Admixtures . . . . . . . . . . . . . . 16
C. Mix Design . . . . . . . . . . . . . . 16
' D. Reservoir Walls . . . . . . . . . . . . 16
E. Horizontal Construction Joints 16
'
INDEX
SECTION
PAGE
'
XII.
Concrete (Continued)
F. Forming . . . . . . . . . . . . . . . .
16
'
G. Removal of Forms . . . . . . . . . . .
17
H. Steel Reinforcement . . . . . .
18
'
I.
Placing Concrete . . . . . . . . . . .
18
J. Consolidating . . . . . . . . . . . . .
18
K. Finishing . . . . . . . . . . . . . . .
19
'
L. Curing . . . . . . . . . . . . . . . .
21
XIII.
Expansion and Construction Joints
22
'
A. Waterstops
. . . . . . . . . . . . . .
22
B. Rubber Pads and Sleeves . . . . . . . .
24
C. Joint Filler . . . . . . . . . .
25
'
XIV.
Prestressed Concrete Construction . . . . .
27
A. General . . . . . . . . . . . . . . . .
27
'
B. Method
and Qualifications . . . . . . .
27
'
C. Materials . . . . . . . . . . . . . . .
28
D. Application . . . . . . . . . . . . . .
29
'
XV.
Earthquake Cables . . . . . . . . . . . . .
36
A. General . . . . . . . . . . . . . . . .
36
'
B. Material . . . . . . . . . . . . . . .
36
'
C. Placing . . . . . . . . . . . . . . . .
36
1
1
i 1
1
0 •
INDEX
SECTION
XVI. Gunite Concrete . . . . . . . . . . . . . .
A. General . . . . . . . . . . . . . . . .
B. Mix . . . . . . . . . . . . . . . . . .
C. Testing . . . . . . . . . . . . . . . .
D. Equipment . . . . . . . . . . . .
E. Placing and Finishing . . . . . . . . .
F. Curing . . . . . . . . . . . . . . . .
XVII. Painting . . . . . . . . . . . . . . . . .
XVIII. Reservoir Testing . . . . . . . . . . . . .
XIX. Utility Tunnel . . . . . . . . . . . . . .
XX. Altitude Control Valve & Appurtenances . .
A. Valve . . . . . . . . . . . . . . . . .
B. Sensing Line . . . . . . . . . . . . .
C. Curb Stop . . . . . . . . . . . . . . .
D. Water Level Gauge . . . . . . . . . . .
XXI. Piping . . . . . . . . . . . . . . . . . .
A. General . . . . . . . . . . . . . . . .
B. Cast Iron Pipe . . . . . . . . . .
C. Copper Pipe . . . . . . . . . . . . . .
D. Asbestos Cement Pipe . . . . . . . . .
E. Victaulic Couplings . . . . . . . . . .
F. Sleeve Type Couplings . . . . . . . . .
- iii -
PAGE
37
37
37
39
40
41
42
44
45
46
47
47
47
48
48
49
49
49
49
49
49
50
INDEX
'
SECTION
PAGE
'
XXI.
Piping (Continued)
G. Gaskets and Bolts . . . . . . . . . .
. 50
'
H. Pipe Line Testing . . . . . . . . . .
. 50
I. Protective Coatings . . . . . . . . .
. 50
'
XXII.
Disinfecting
. . . . . . . . . . .
52
'
XXIII.
Reservoir Water Level Transmitter . . . .
. 53
XXIV.
Electrical Service and Lighting . . . . .
. 55
A. General . . . . . . . . . . . . . . .
. 55
B. Electrical Cabinet . . . . . .
55
C. Service
. . . . . . . . . . . . . . .
. 55
'
D. Conduit . . . . . . . . . . . . . . .
. 56
E. Electrical Fixtures . . . . . . . . .
. 56
'
XXV.
Valves . . . . . . . . . . . . . . . . .
. 58
.
XXVI.
Access Hatches . . . . . . . .
59
'
XXVII.
Access Ladders . . . . . . . . . . . . .
. 60
'
XXVIII.Air Vent . . . . . . . . . . . . . . . .
. 61
XXIX.
Dampproofing Membrane . . . . . . . . . .
. 62
XXX.
Impermeable Membrane . . . . . . . . . .
. 63
A. General Requirements . . . . . . . .
. 63
'
B. Special Requirements . . . . . . . .
. 63
C. Earthwork
63
D. Sand Blanket . . . . . . . . . . . .
. 63
1
'
- iv -
1
1
1
1
1
1
1
1
0 0
INDEX
SECTION
XXX. Impermeable Membrane (Continued)
E. PVC Plastic Membrane Material . . . . .
F. Installation of PVC Plastic Membrane .
G. Vitrified Clay Underdrain Pipe . . . .
Ii. Permeable Material . . . . . . . . . .
XXXI. Irrigation System . . . . . . . . . . . . .
A. Scope . . . . . . . . . . . . . . . . .
B. General Conditions . . . . . . . . . .
C. Materials . . . . . . . . . . . . . . .
D. Installation Procedures . . . . . .
E. Equipment . . . . . . . . . . . . . . .
F. Guarantee . . . . . . . . . . . . . . .
XXXII. Landscape Planting . . . . . . . . . . . .
A. Scope . . . . . . . . . . . . . . . . .
B. Grading . . . . . . . . . . . . . . . .
C. Soil Preparation . . . . . . . . . . .
D. Soil Preparation Procedure . . . . . .
E. Preparation of Landscape Areas . . . .
F. Samples and Compliance Testing . . . .
G. Statement of Confirmation . . . . . . .
H. Planting . . . . . . . . . . . . . .
I. Planting Procedures . . . . . . . . . .
J. Maintenance . . . . . . . . . . . . . .
K. Inspection . . . . . . . . . . . . . .
L. Guarantees . . . . . . . . . . . . . .
Plant List . . . . . . . . . . . . . .
V -
PAGE
64
66
67
68
70
70
70
70
73
75
75
77
77
77
77
78
78
79
79
80
81
84
87
87
88
II • •
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
FOR
' SPYGLASS HILL RESERVOIR (1.5 MG)
CONTRACT NO. C -1351
Scope of Work
' The work to be done under this Contract consists of
excavation, construction of a 1.5 MG prestressed concrete
' tank water reservoir and appurtenances, utility tunnel with
' access manhole, water supply facilities, altitude and control
valves; backfilling, drainage devices, landscaping, and other
' incidental items of work as shown on the Plans, complete in
place and operable.
- 1 -
The Contract requires completion of all work in
'
accordance with these Special Provisions, the City's Standard
Special Provisions, the Plans (Drawing No. W- 5083 -5), and the
'
City's Standard Drawings and Specifications. The City's
Standard Specifications are the Standard Specifications for
'
Public Works Construction, 1970 Edition with 1971 and 1972
'
Supplements. Copies may be purchased from Building News, Inc.,
3055 Overland Avenue, Los Angeles, California 90034, Telephone:
'
(213) 870 -9871. Copies of the City's Standard Special Provi-
sions may be purchased from the Public Works Department at a
'
cost of $2.00.
- 1 -
it • •
i
1
II. Qualifications of Bidders
Only bids from responsible bidders will be considered
1
To qualify as a responsible bidder, the Contractor shall have
a successful performance record in reinforced and prestressed
1
concrete reservoir construction, and shall have actually
1
constructed 3 prestressed concrete reservoirs of capacity
equal
to or greater than the reservoir to be constructed under
1
this Contract. Bidders shall submit, with their bids, the
name of the proposed superintendent who must be experienced
1
in this type of work; a list of reservoir jobs successfully
1
completed; and, the name of the prestressing contractor. The
prestressing shall be done by.a company which can meet the
1
qualifications set forth herein, and which will be responsible
for all prestressing, pressure grouting of tendons, and gunite
1
cover - coating of wrapped wire or strand. The bidders' atten-
tion is also directed to Sections XIV -B. and XVI -E. of these
1
Special Provisions regarding qualification requirements.
i
1
1
1
1
- 2 -
1 • •
1
1 III. Proposed Site
The proposed site.is within a subdivision that is
currently under construction. The grading and adjacent street
improvements shown on the plans will not be completed prior to
advertising for bids for this project. However, prior to the
award of this Contract, the rough grading on the reservoir
site will be as shown on the plans and an access road will be
available.
Construction water will be available from the fire
hydrant located'at the intersection of San Joaquin Hills Road
and Spyglass Hills Road. Fire hydrants closer to the reservoir
site may be available as the subdivision construction progresses.
'
The Contractor shall apply to the City Water Department for
Purchase of water from this hydrant. Before concreting or
'
guniting operations are commenced, the Contractor shall have
stored on the site a three days supply of water.
1
Prior
to the time water is required to fill and test
'
the reservoir, a water line will be installed by others to the
site and will be available for use.
1
The drainage and overflow outlets, and the access
walk, shall not be constructed beyond the reservoir site
'
property lines
until the adjacent curbs, gutters and sidewalks
'
within the streets have been installed by the Subdivider's
Contractor. If these improvements have not been installed and
- 3 -
9 0
all other reservoir work has been completed, then the Contractor
shall either make arrangements with the Subdivision Contractor
to complete the required outlet structures, or return and
construct the outlets within 30 days after notification by the
Engineer that the street improvements have been constructed.
- 4 -
9 0
IV. Time of Completion
The Contractor shall complete all work on the
Contract within 180 consecutive calendar days after the
date that the City executes the Contract.
- 5 -
V. Schedule of Work
The Contractor shall submit to the Engineer a
written schedule of work as provided in Section 6 -1 of
the Standard Specifications.
0 0
VI. Trench Safety
In conformance with Section 6422 and 6424, the Labor
Code and applicable sections of the Construction Safety Orders
of the State of California, a detailed plan showing the design
of shoring, bracing, and /or sloping of all trenches 5 feet
deep or deeper, must be submitted for the agency's review and
approval prior to commencing any such trenching operations.
If the submitted plan varies from the standards established
by the State Construction Safety Orders, the plan shall be
prepared by a registered civil or structural engineer.
- 7 -
1
VII. Shop Drawings, Data on Materials and Equipment,
'
and Samples
A. General
'
The Contractor shall furnish to the Engineer
such working drawings, data on materials and equipment and
'
samples as are required for the proper control of the work,
including but not limited to those working drawings, data
and samples specifically required elsewhere in the specifi-
cations and in the drawings.
All working drawings, data, and samples shall
'
be to
subject review by the Engineer for conformity with
the drawings and specifications.
B. Shop Drawings and Data Defined
Working drawings include without limitation,
shop detail drawings, fabrication drawings, falsework and
4 ,
formwork drawings, pipe layouts, steel reinforcement and
'
similar classes of drawings. They shall contain all
required details and information in reasonable scale.
Data on materials and equipment include,
without limitation, materials and equipment lists, catalog
'
data sheets, cuts, performance curves, diagrams and similar
descriptive lists. Materials and equipment lists shall give,
for each item thereon, the name and location of the supplier
'
or manufacturer, trade name, catalog reference, size, finish
i
and all other pertinent data.
- 8 -
1
C. Review and Revision
'
The Contractor furnish
shall to the Engineer
'
for review two prints of each shop drawing. The Contractor
shall properly check and correct all working drawings and
'
data before their submission, whether they are prepared
within his own organization or by a subcontractor or supplier.
'
The shop drawings shall be submitted at least 30 calendar
days before drawings will be required for commencing the
work. Within ten days of receipt of said prints, the Engineer
'
will return one print of each drawing to the Contractor with
his comments noted thereon.
'
If the drawing is returned to the Contractor
marked "NO EXCEPTIONS TAKEN ", a revision of said drawing will
'
not be required and the Contractor shall immediately submit
five additional copies to the Engineer.
If the drawing is returned to the Contractor
'
marked "MAKE CORRECTIONS NOTED ", formal revision of said
drawing will not be required and the Contractor shall
immediately submit five corrected copies to the Engineer.
'
If the drawing is returned to the Contractor
marked "AMEND AND RESUBMIT ", the Contractor shall revise
said drawing and shall resubmit six copies of said revised
drawing to the Engineer.
'
If the drawing is returned to the Contractor
- 9 -
9
0
marked "REJECTED - RESUBMIT ", the Contractor shall revise
said drawing and shall resubmit two copies of said revised
drawing to the Engineer, as in the case of an original
submittal.
Fabrication of an item shall not be commenced
before the Engineer has reviewed the pertinent shop drawings
and returned copies to the Contractor without rejection.
Revisions indicated on shop drawings shall be
considered as changes necessary to meet the requirements of
the contract plans and specifications and shall not be taken
as the basis of claims for extra work. The Contractor shall
have no claim for damages or extension of time due to any
delay resulting from making required revisions to shop drawings.
The review of said drawings by the Engineer shall apply to
general design only and shall in no way relieve the Contractor
of responsibility for errors or omissions contained therein
nor shall such review operate to waive or modify any provisions
or requirements contained in these contract specifications or
on the contract drawings.
- 10 -
1
1
1
1
1
1
1
1
E
0
VIII. Payment
Payment for incidental items of work, not separately
provided for in the Proposal, shall be included in the bid
price for other related items of work.
- 11 -
1
1
1
1
1
IX. Guarantee
The Contractor shall guarantee for a period of one
year, after acceptance of the work by the City Council, all
materials and all workmanship against any defects whatsoever.
Any such defects shall be repaired at the Contractor's expense.
All equipment or material warranties in excess of one
year shall be delivered to the Engineer.
- 12 -
0 0
X. Construction Survey Staking
Field surveys for control of construction shall be
the responsibility of the Contractor. All such surveys
including construction staking shall be under the supervision
of a California Licensed Surveyor or Civil Engineer.
Payment for construction survey staking shall be
considered as included in the various items of work, and no
additional allowance will be made therefore.
- 13 -
1
B. Structure Excavation and Backfill
1
Structure excavation and backfill shall be in
XI. Grading
1
except as modified herein.
1
A. General
1
footings, and pipe blocks shall be excavated to the lines
shown on the plans. Any remaining soft or spongy material
1
1
The site has been
rough graded as shown on
the
plans. The existing elevations
as shown are i 0.2 feet.
A
1
sandy terrace deposit material
in sufficient quantity to
back -
fill around and above the tank
will be available at the
stock -
1
pile location indicated on the
drawings.
1
This Contract requires excavating from the
floor
elevation downward, excavation
for the access tunnel, and
any
1
additional excavation required
for the proper execution
of
the work.
- 14 -
11
1
0
B. Structure Excavation and Backfill
1
Structure excavation and backfill shall be in
accordance with Section 300 -3 of the Standard Specifications
1
except as modified herein.
The subgrade for the impermeable membrane, slabs,
1
footings, and pipe blocks shall be excavated to the lines
shown on the plans. Any remaining soft or spongy material
1
shall be removed. Undercut subgrade areas shall be backfilled
1
and compacted to 958 density using approved granular material,
lean concrete or crushed base material. The finished subgrade
1
shall not vary more than 0.05 feet from the lines shown on the
plans. The completed subgrade shall be approved by the Engineer
- 14 -
11
1
0
0
prior to placing the impermeable membrane or pouring any
concrete.
Backfilling adjacent to the walls shall not
commence until a satisfactory leakage test has been completed.
The reservoir shall then be drained and remain empty during
the backfilling operation. Prior to beginning backfilling,
all loose soils and debris'shall be removed from behind the
walls. Backfill material shall be obtained from the stock-
pile except that any organic material or rocks greater than
6" in largest dimension shall not be used. The backfill
material shall be placed uniformly around the tank walls in
layers not exceeding 8 inches in depth. The material shall
be brought to near optimum moisture content and mechanically
compacted to 958 density except for the top two feet. Back -
fill above the reservoir walls shall be placed and compacted
in accordance with the Planting Section of these Specifica-
tions. Ponding and flooding will not be permitted. Care
shall be taken to not damage the gunite coating during the
backfilling operation.
The backfill on the roof slab shall be placed in
uniform 6" layers and the weight of the equipment used in the
backfilling of the roof slab shall not exceed 9000 pounds.
Field density shall be determined using A.S.T.M.
D- 1557 -70 method modified to use three layers.
- 15 -
n
u
XII. Concrete
A. General
Concrete construction shall conform to Sections
201 and 303 of the Standard Specifications except as modified
herein.
B. Admixtures
'
Concrete to be,used in the reservoir walls, columns
and roof slab shall contain Plastiment Densifier, as manufactured
tby
Sika Chemical Corporation in the proportion of two (2) fluid
ounces per sack of cement.
'
C. Mix Design
'
Concrete for the reservoir walls, roof slab,
columns and poured -in -place access tunnel shall be Class
'
658 -C -4000. All other concrete shall be Class 564 -C -3000.
D. Reservoir Walls
full height
The reservoir walls shall be poured
'
without horizontal construction joints.
E. Horizontal Construction Joints
Where concrete is to be deposited against hardened
concrete at horizontal construction joints, placing operations
shall begin by placing a 2" thick bed of Class "A" mortar.
F. Forming
1. Form designs for reservoir footings, walls,
columns and roof slab shall be submitted to the Engineer for
- 16 -
0 0
review at least 30 days prior to use. Calculations shall
also be submitted to support the selection of the various
components of the forming system.
2. Form ties in the reservoir walls shall have
waterstops and a 3/4 -inch breakback or cone depth. The ties
shall not be broken until the test cylinders indicate that
the concrete has reached the 28 -day strength.
3. Reservoir wall forms may be Economy, Symons,
Universal or exterior type plywood provided there are no
straight sections longer than 30 inches at any place around
the circumference of the wall. The height of the form panels
shall not exceed 4 feet except that 3 x 6 panels may be used
provided they are staggered. 24 inch x 24 inch horizontal
openings shall be provided in the wall form panels at maximum
spacings of 90 inches horizontally and 6 feet vertically.
The first row of openings shall be 2 feet above the bottom.
Chamfer strips shall not be placed in the corners of vertical
construction joints on the reservoir walls.
G. Removal of Forms
7-
1
- 17 -
Removal of
forms shall comply with Section
'
303 -1.4
of the Standard
Specifications. Reservoir wall form
'
removal
shall not start
until 12 hours after completion of
the wall
pour. Removal
of forms and falsework supporting
concrete
beams, roof slabs, or other members subject to
7-
1
- 17 -
0 0
direct bending stress shall not start in less than 21 days
after the concrete has been placed unless concrete test
cylinders show a strength of not less than 3,000 pounds per
square inch in compression when cured under conditions
similar to those affecting the structure.
F.i. Steel Reinforcement
Steel reinforcement shall conform to ASTM -A615
grade 60 and be furnished and placed in compliance with
Sections 201 -2 and 303 -17 of the Standard Specifications.
No field bending of bars will be permitted.
I. Placing Concrete
Concrete for the reservoir walls shall be
deposited through the 24 -inch x 24 -inch openings in the wall
panels. There shall be no free vertical drop greater than
6 feet, except when starting the wall pour the free drop
shall not be more than 2 feet. The use of tremies for wall
pours will not be permitted. The reservoir walls shall be
poured full height without horizontal construction joints.
J. Consolidating
All concrete shall be consolidated with imnersion
type vibrators. Form or external types of vibrators will not
be permitted. Internal vibrators shall produce a minimum of
14,000 vibrations per minute. Sufficient vibrators shall be
available to consolidate the concrete within 5 minutes after
it is deposited.
K. Finishin.1
The exterior of the roof slab shall receive a
wood float finish.
The reservoir floor, wall tops, and rubber pad
seats shall receive a smooth and level steel trowel finish.
Any floor, wall and roof sections showing
continuous reinforcing through the joints, which are not
considered expansion and contraction joints, shall be poured
in a sequence to be approved by the Engineer.
Placing of concrete during periods of low humidity
(below 50 %) should be avoided. Surfaces exposed to the drying
wind shall be covered immediately after finishing with
polyethylene sheets until it is cured as specified herein.
The steel - trowel finish shall be an integral
finish obtained by troweling with a steel trowel after the
surface has been floated and allowed to stand until all water
sheen has disappeared. Final troweling shall be done after
the concrete has hardened sufficiently to prevent drawing
moisture and fine materials to the surface and when concrete
is sufficiently hard that no mortar accumulates on the trowel.
' Cement or mixtures of cement and sand, shall not be spread on
' surfaces to absorb excess water or to stiffen the concrete.
Troweling shall produce a dense, smooth, impervious surface,
free from defects and blemishes.
19 -
0
Immediately after the removal of all forms,
all fins and irregular projections shall be removed from
surfaces whether or not they will be covered with high
tensile wire and gunite overcoats.
Cavities from form ties shall be thoroughly
cleaned, coated with an approved epoxy and filled with
mortar consisting of one part of cement to 1/2 part of
plastersand. The amount of water to be added to the cement -
sand mix shall be such that the mortar can be driven into
the voids by hammer and will compact properly. No Embeco or
other additives may be used for pointing such cavities.
Surfaces which have been pointed shall be kept moist for a
period of not less than twenty -four hours. Finished surfaces
shall be free from. sand streaks or other voids.
The exterior surface of concrete reservoir walls
which will receive wire - wrapping reinforcing and the vertical
wall joints shall be sandblasted, regardless of the forming
method used, by the dry sandblasting process using a sharp
silica sand. The surface shall be sandblasted sufficiently
to remove all laitance, form oil or other type coatings.
The exterior surface shall be cut sufficiently to provide a
mechanical bond between the gunite covercoat and the concrete
wall. Sandblasting shall not be started before the completion
of the curing period or before all tie holes have been drypacked.
- 20 -
and roof slab shall be water cured for at least 7 days. If
burlap is used, it shall be wet before it is laid on the
surface. All other concrete shall be sprayed with Type I
Curing Compound.
21 -
'
Defective surfaces, such as honeycomb, shall be
cut out entirely. The remaining sound surfaces shall be
coated with an approved epoxy bonding material applied in
accordance with the
manufacturer's instructions. The cut -out
'
area shall then be damp - packed with a mix consisting of 1 part
of Portland cement to 2 parts of sand. The water content of
'
the sand- cement mix shall be such that a ball of the mix may
be squeezed in the hand without bringing free water to the
'
surface. Damp -pack material shall be tamped into place and
finished to match adjacent concrete surfaces. Surfaces of
areas which have been damp - packed shall be kept continuously
'
wet for a minimum of seven days after completion of damp
packing. Embeco or calcium chloride shall not be used for
'
filling defective areas, or be mixed with damp -pack material.
'
Miscellaneous surfaces not covered herein and
not specifically designated on the drawings shall be finished
'
as directed by the Engineer.
L. Curing
'
The reservoir floor, gunite cover coat, walls
and roof slab shall be water cured for at least 7 days. If
burlap is used, it shall be wet before it is laid on the
surface. All other concrete shall be sprayed with Type I
Curing Compound.
21 -
0
XIII. Expansion and Construction Joints
A. Waterstops
- 22 -
Waterstops shall be
plastic, made
of virgin
polyvinylchloride compound, ribbed, uniform in
dimensions,
dense, homogeneous and free from
porosity. The
material
shall meet the following minimum
requirements:
Standard Grade
ASTM Test
Tensile Strength ---------- - - - - --
2,000 psi
D412
Ultimate Elongation ------- - - - - --
300 percent
D412
Shore Hardness ------------ - - - - --
82 ± 4
D676
Specific Gravity -7 --------------
1.37
Cold Brittleness ---------- - - - - --
-20OF
D746
Permissible Tolerances:
Width --------------------- - - - - --
3.1/4 inch
Thickness up to 1/4 inch -- - - - - --
± 1/32 inch
Thickness over 114 inch --- - - - - --
± 1/16 inch
Weight ----------- •--------- - - - - --
± 9 percent
The minimum dimensions of the waterstops shall be as follows:
Width Lbs. per 100 Ft. Center Bulb
Construction joints in
floor, walls and roof 6 inch 72
Expansion joints between
floor and exterior footing 6 inch 72
Expansion joints between
wall and wall footing
using rubber pads 9 inch 230
' Expansion joints between
wall and roof 4 inch 54
' Construction joint between
column pad and floor 4 inch 53
'
- 22 -
3/4 inch ID
3/4 inch ID
0 0
Waterstops shall be correctly positioned in
the forms so that the center of the waterstop is centered on
the joint. Waterstops shall be held in place in the forms by
use of a splitform or other approved method that will
positively hold the waterstop in its correct position.
Horizontal waterstops may be supported by
nails driven under the waterstop at 12 inch intervals to
prevent bending over during pouring.
All horizontal and vertical waterstops which
are not accessible during pouring shall be tied off in two
directions every 12 inches in such a manner that bending is
prevented.
Wherever walls, footings and floor and roof
slabs intersect, the waterstops in the intersecting elements
shall be joined or spliced in accordance with the recommenda-
tions of the waterstop manufacturer so that a completely
watertight joint is obtained.
The spliced joints shall be checked for strength
and pinholes. Splices in joints shall develop a pulling
force equal to 75 percent of the strength of the unspliced
waterstops.
Care shall be exercised in the placing and
vibrating of the concrete around waterstops so that a continuous
bond is obtained.
- 23 -
1 0
B. Rubber Pads and Sleeves
' All rubber bearing pads under walls shall be
neoprene. In addition, the material shall meet ASTM R 420
requirements, shall have a minimum ultimate strength of
'
2000 psi, a minimum elongation of 500 percent and a 50
percent maximum compressive set. Rubber pads shall be of
'
40 durometer.
Rubber pads used under the reservoir walls are
'
covered by Dobell Patent No. 2,932,964 owned by the Preload
'
Company, Inc., 839 Stewart Avenue, Garden City, New York,
11530, and a royalty for their use is required. The Contractor
'
shall submit written evidence that the royalty payment for this
project has been paid.
'
Sponge rubber pads shall be similar and equal
to Rubatex R 411 -N soft grade, closed cellular neoprene, as
tmanufactured
by the Rubatex Division of Great American
' Industries, Inc., of Bedford, Virginia.
Sponge rubber sleeves used in connection with
' the installation of earthquake cables shall be similar and
equal to Rubatex R- 180 -14 medium grade, closed cellular
' neoprene, as manufactured by the Rubatex Division of Great
' American Industries, Inc., of Bedford, Virginia at 2655 South
Commerce Way, Los Angeles, California.
1
24 -
I
1
G
9 0
To prevent any uplift of the pads during
concrete pouring, pads shall be glued to the concrete with
an approved rubber cement material. In addition, pads shall
be held down where possible by dense small concrete blocks
placed under reinforcing steel. Nailing down pads will not
be permitted. All voids and cavities between ends of rubber
pads, or between rubber pad, waterstop and sponge rubber
material, shall be filled with a soft mastic that will not
adversely affect the quality of rubber, plastic and neoprene
materials.
Sponge rubber pads shall be ordered 1/4 inch
wider than theoretically required to facilitate placing and
to reduce development of voids between sponge rubber, bearing
pads and waterstops. The method of holding down sponge
rubber pads shall be the same as for rubber pads.
Sponge rubber sleeves shall be tied top and
bottom with tiewire to keep concrete out of the sleeves.
C. Joint Filler
Joint filler shall be Igas as manufactured by
Sika Chemical Corporation. The Joint Slot shown on the
plan shall be formed by suitably sized wood strips that
are removed after the concrete is poured. After the concrete
is cured, the Joint Slot shall be cleaned and dried. Igas
primer shall be applied to all surfaces of the joint in
- 25 -
0
0
accordance with the manufacturer's recommendations. When
the primer has thoroughly dried, the joint shall be filled
with Igas using the hot installation method. The joint
shall be filled and finished in accordance with the manu-
facturer's recommendations.
- 26 -
0
0
XIV. Prestressed Concrete Construction
A. General
Prestressed concrete construction shall comply
with Section 303 -3 of the Standard Specifications.
The word "wire" shall also mean seven wire strand
and bars, and the words "stressing machine" shall also mean
wire wrapping machines and hydraulic jacks.
While prestressing operations are in progress,
the Contractor shall place barricades and signs and take
other precautions necessary to keep workmen and visitors
outside the danger area of breaking wire. In any event, no
other work shall be performed within 100 feet of the reservoir
wall during prestressing operations.
B. Method and Qualifications
The circumferential and tendon stressing equipment,
meeting the following requirements, will be considered accept-
able only if such machinery has been successfully used on at
least 3 tanks totalling 10 million gallons in capacity.
Contractor shall submit with his bid the name and address of
the Owner and the completion dates and location of three such
' reservoirs on which the qualifying equipment has been used.
' No circumferential stressing system shall be
employed which in any wire at any point around the circumference
27 -
0 0
develops a stress variation greater than 1.258 and which
is incapable of producing a continuously electronically
monitored permanent stress or force record along the full
length of each wire or strand as it is being applied.
Tensioning systems based on wire reduction and /or
wire deformation will not be accepted. No vertical tendon
stressing system shall be employed which is incapable of
producing a continuously electronically monitored permanent
force - elongation record from zero to full force and to final
lock -off. One abscissa of the permanent recording must show
the elongation in inches and the other abscissa must show
the force in lbs. or Kips. Jack operated cable or rod type
tendons, involving the circumferential movement of steel wire
or rods relative to the wall, will not be permitted.
All electronically monitored force and elonga-
tion records for circumferential and vertical prestressing
must be submitted to and become the property of the City.
C. Materials
Uncoated high tensile steel bars for vertical
tendons shall meet ASTM A -322 and A. -29 standards and shall
have a minimum ultimate strength of 150,000 psi. The
circumferential prestressing steel shall have a hot dipped
galvanized coating of 0.82 oz. /sf. and shall have a minimum
1
ultimate tensile strength of 240,000 psi, a yield strength
' at 18 extension of 180,000 psi and a minimum elongation in
' 24" at fracture of 4k%.
All anchor plates shall be fabricated of steel
' which will show no physical distortion when tested to 100
percent of the required anchor capacity.
' Flexible metal conduit shall be fully interlocked
' with a minimum wall thickness of 0.010 inch to 0.012 inch,
shall be mortar tight, and at all times shall be rigid enough
' to avoid collapse under concrete pressure or general working
conditions. PVC tubing may be used in lieu of flexible metal
' tubing.
D. Application
1. Anchoring of Wire.
' The wire shall be anchored with approved
clamps or anchors, and when used for circumferential pre-
' stressing, at least once for every coil or reel, in order
to minimize the loss of wire in case of a wire break.
' 2. Splicing of Wire.
' When necessary, wire ends shall be joined
by suitable splicing methods that will develop the full
' strength of the wire. Use of different alloys in the splicing
material shall not be permitted.
1
'1
- 29 -
'
0
'
3. Minimum Concrete Strength.
Stressing may commence as soon as the concrete
has developed a minimum cylinder strength of 4,000 psi. How-
'
ever, the applied force shall at no time develop compressive
'
stresses greater than 55 percent or bearing stresses greater
than 100 percent of the concrete strength available at the
'
time the compressive force -is applied. Wrapping over previously
applied gunite covercoatings may be started 12 hours after the
'
coating has been installed, unless temperatures have been below
350 F, in which case the gunite shall develop a minimum com-
pressive strength of 500 psi before wrapping may proceed over
'
'
that gunite.
4. Stress Records.
'
All stressing forces for circumferential
and vertical prestressing shall be determined with the aid
'
of electronic load cells having a maximum tolerance falling
'
within ±1.8 of the specified forces. Fixed load cells shall
be calibrated against portable load cells, which shall be
'
calibrated by an approved testing laboratory, at the Contractor's
expense, before stressing may be started. The elongation measure-
'
ments for vertical
prestressing shall also be based on electronic
'
transducers. Manual force and elongation readings for any of
the stressing operations will not be accepted.
- 30 -
1
i
i
t
'
5. Permissible Stress.
i
'
The initial applied force for circumferential
and vertical prestressing shall not exceed 75 percent of the
'
Minimum ultimate strength of the steel, hereinafter called
'
0.75 M.U., nor shall it be less than 0.725 M.U. The force
setting on the stressing machine shall be such that the
'
applied force shall fall within the 0.725 M.U. to 0.75 M.U.
stress limitation requirement. The force setting shall be
'
corrected immediately in the event that the applied stress
'
exceeds this condition.
6. Shop Drawings.
'
The Contractor shall submit shop drawings which
shall cover the vertical prestressing tendons and anchor plates
'
and the wire clamps for the circumferential prestressing wire.
'
7. Wire Spacing.
The minimum clear spacing between any 2 wires
tto
be encased in gunite shall under no condition be less than
1.5 wire diameter or 3/8 inch, whichever is larger. Any wires
'
not meeting the spacing requirements shall be spread by approved
methods or removed.
8. Wire Bundling.
Bundling of wrapped wire around pipe or manhole
openings shall not be permitted. Any wires falling in such
- 31 -
' areas must be spread over a predetermined area above and below
' such wall openings, in conformance with the above wire spacing
requirements.
'
9. Forming of Anchor Pockets.
Provisions shall be made to flush tendons for
vertical prestressing with water during concrete placement,
'
except for those type tendons that are fully watertight.
Forms and cover plates for anchor pockets for
'
vertical prestressing shall be strong enough to take the
vertical load of the wirewrapping machine. Such forms shall
not be removed until both wire wrapping and gunite operations
'
have been completed. Vertical tendons shall not protrude
above the top of the riding surface of the machine.
'
10. Assembly of Pressure Grouted Tendons.
Tendon components shall be assembled as
'
detailed
on the shop drawings. Particular attention should
'
be given to sufficient taping of joint connections and holes
in flexible tubing and transition cones, developed during
'
transportation, handling, and placing of tendons. To avoid
joint connections between flexible tubing, cones and anchor-
'
from
plates working loose, they shall be properly tied together
'
with tiewires or other means. Bars shall be screwed tight into
the anchorplates and all the way to the last thread on the bar.
1
- 32 -
i
.1 • •
A 3/8 -inch nominal diameter grout tube
i
' connection shall be provided at each anchor.
Pressure grouted tendons shall be placed at
No concrete shall be placed until the place-
ment of tendons and conventional reinforcement have been
inspected and approved by the Engineer.
12. Vertical tendons shall be flushed with water
during pouring of concrete after every 6 foot pouring lift of
concrete, unless such tendons remain watertight during the
pouring. The flushing must continue until pouring and
- 33 -
proper locations, elevations and alignments, with a maximum
tolerance of plus or minus 1/4 -inch. All tendons shall be
properly tied at the anchorplates and shall be tied and
'
supported at no more than 10 -foot intervals.
The clearance between bottom anchorplate and
'
waterstop, when placing vertical prestressing tendons shall
'
not be less than 2 inches nor more than 4 inches.
The minimum coverage over bars at the top
'
of the wall shall be 1' inches. The concrete cover on the
inside wall surface over the anchorplates shall be a
'
minimum of lh inches and on the outside wall face a minimum
.
of 1 inch, discounting for gunite covercoat protection.
11. Inspection.
No concrete shall be placed until the place-
ment of tendons and conventional reinforcement have been
inspected and approved by the Engineer.
12. Vertical tendons shall be flushed with water
during pouring of concrete after every 6 foot pouring lift of
concrete, unless such tendons remain watertight during the
pouring. The flushing must continue until pouring and
- 33 -
vibrating of concrete around the tendons has been completed.
' Water shall be introduced at the top of the wall, through the
top grout tube, and be permitted to drain through the bottom
' grout tube. Upon completion of the water flushing operation,
' the tubes shall be given a short burst of compressed air from
the top grout tube down, in order to remove any accumulations
■ of water at the bottom of the tendons.
grout machine capable of developing a pressure of 150 Psi.
' Only neat cement shall be used for grouting
the tendons after stressing. The neat cement shall be mixed
thoroughly with water. The water- cement.ratio shall be such
34 -
11
1
Cleaning of tendons by connecting air or
water to the bottom grout tube will not be permitted. Bars
which accidentally or purposely have been covered with oil
'
or grease shall be cleaned by flushing through the tendons
'
with an approved detergent before grouting may commence.
13. Filling of Anchor Pockets.
Upon completion of the stressing operation,
all anchor pockets shall be filled with 3000 psi concrete or
mortar. The surface shall be finished flush with the adjoin-
'
ing concrete surface.
14. Grouting.
The tendons shall be grouted with a pressure
grout machine capable of developing a pressure of 150 Psi.
' Only neat cement shall be used for grouting
the tendons after stressing. The neat cement shall be mixed
thoroughly with water. The water- cement.ratio shall be such
34 -
11
1
mortar.
' Grouting of tendons shall be started at the
lowest grout- connection. After the grout has come through
the other end, the valve shall be closed and the pressure
' built up. The valve shall then be opened briefly to let any
remaining air out, after which the pressure is built up to
' 150 psi. When this pressure has been reached, the valve at
the low end near the pump shall be closed. Intermediate
' valves shall be closed as soon as grout has started to come
' through.
- 35 -
,I I
'
that the mix is of a consistency that prevents settling and
'
separation of the cement and water in the tendons. This
ratio shall be approximately 4'k gallons of water to 1 sack
'
of cement.
'
For vertical prestressing, a valve shall be
screwed onto the top- anchor grout -tube extension of 12 inches.
'
The tube and valve may be removed when the cement grout has
set up sufficiently so that no further settlement will take
'
place. Grout tubes shall be unscrewed no earlier than the
day following the pressure grouting operations. Any holes
resulting from this, shall be coated on the inside with an
approved epoxy before they may be drypacked with Class "A"
mortar.
' Grouting of tendons shall be started at the
lowest grout- connection. After the grout has come through
the other end, the valve shall be closed and the pressure
' built up. The valve shall then be opened briefly to let any
remaining air out, after which the pressure is built up to
' 150 psi. When this pressure has been reached, the valve at
the low end near the pump shall be closed. Intermediate
' valves shall be closed as soon as grout has started to come
' through.
- 35 -
,I I
0 0
XV. Earthquake Cables
A. General
Earthquake cables consisting of 7 wire galvanized
strands shall be installed to connect wall and wall footing
at the locations shown on the Plans.
B. Material
Earthquake cables shall be hot - dipped galvanized
and shall meet ASTM A 416 requirements, before being
galvanized. The amount of galvanizing shall be at least
0.82 oz. per square foot.
C. Placing
The cables shall be cut to length with a burning
torch. Where necessary, the strands shall be pre -bent before
placing the units in wall and wall footings, as called for
on the drawings. The steel surrounded by sponge rubber
sleeves, shall be given a heavy coating of asphalt, shall be
wrapped with a glass -fiber cloth, be given another heavy
coating of asphalt, which shall be wrapped with pipe- fitters
adhesive tape. The sponge rubber sleeves shall then be
placed over the protective asphalt coating.
The strands may be tied to the outer wall
reinforcing curtain or to the vertical prestressing tendons.
In the footing, the strands shall be tied to
the radial footing bars.
- 36 -
' W 0
' XVI. Gunite Concrete
' A. General
Gunite concrete shall be furnished and placed in
' accordance with Section 303 -2 of the Standard Specifications,
' The sand shall have a fineness modulus of not
less than 2.40 nor more than 2.75. The mix shall be 1 sack of
' Portland Cement to 3'k cubic feet of sand by volume. The gunite
' strength at 28 days shall be not less than 4,000 psi.
Sand shall be delivered to the job site at least
' 2 days before its use so as to permit excess water to drain
off. Sandpiles shall be covered with tarpaulins or poly-
' ethylene sheets at night and also during the day in the event
37 -
11
'
except as herein modified.
L. Mix
'
Plastersand shall
be used for gunite covercoating
of wire - wrapped walls and shall
meet the following gradation:
'
Sieve Size
% Passing by Weight
'
3/8 inch ----- -____-
100
No. 4 --------------
97 - 100
'
No. 8 -------- - - -
- -- 90 - 98
No. 16 ------- - - -
- -- 70 - 85
'
No. 30 ------- - - -
- -- 35 - 55
No. 100 -
2 - 8
' The sand shall have a fineness modulus of not
less than 2.40 nor more than 2.75. The mix shall be 1 sack of
' Portland Cement to 3'k cubic feet of sand by volume. The gunite
' strength at 28 days shall be not less than 4,000 psi.
Sand shall be delivered to the job site at least
' 2 days before its use so as to permit excess water to drain
off. Sandpiles shall be covered with tarpaulins or poly-
' ethylene sheets at night and also during the day in the event
37 -
11
1
of rainy weather.
1. Cement Slurry Coats.
For the "dry- process ", where the sand - cement
mix is conveyed through the hose in a dry condition with the
aid of compressed air, the prestressing wire shall be coated
with a slurry coat consisting of cement and water that will
provide a coverage of 1 sack of Portland Cement to no less
than 125 square feet or not more than 150 square feet.of wall
area.
2. Flash Coats.
The slurry coat shall be covered with a
gunite flash coat consisting of 1 sack of Portland Cement to
3 cubic feet of Plastersand for the "dry- process" or 1 sack of
cement to 23� cubic feet of Plastersand for the "wet- process ",
where the sand - cement mortar mix is conveyed through the hose
in a wet mixed condition by means of special pumps, before it
is applied on to the wall at high velocity through high speed
rollers or compressed air injected at the nozzle.
3. Second Coat.
The second protective cover for the pre-
stressing wire shall be applied over the flash coat, and shall
consist of 1 sack of Portland Cement to 3 cubic feet of
Plastersand.
4. Finish Coat.
A finish coat shall be applied over the second
coat, and shall consist of 1 sack of Portland Cement to 3 cubic
feet of Plastersand.
C. Testing
At the discretion of the Engineer, cubes may be
sawed, or cores having a minimum diameter of 2 inches and an
L/D of 1 or greater, may be drilled from test specimens
prepared specially for testing purposes or actually taken
from the structure under construction. Results must be
corrected to L/D = 2 as described in ASTM C 42.
Gunite specimens shall be shot on a plywood form
in one continuous operation to the required height of the
block. The size of the blocks shall be such that 9 test cubes
or cylinders can be made from each block.
One gunite test specimen shall be made during
each day's operation. Four cubes or cylinders shall be cut
or cored from each gunite block 14 days after its application.
Two cubes or cylinders shall be tested for the 14 -day strength.
The other two shall be tested at 28 days.
The remainder of the gunite blocks shall be cured
and stored until after the 28 -day test has been made and
until the Engineer has informed the Contractor, in writing,
- 39 -
that no additional tests are required. All gunite specimens
shall be properly numbered and dated and a record shall be
made by the Contractor as to the relative location of the work
for which these samples were prepared. All cubes or cylinders
shall be dense and free from sandpockets.
Fourteen -day cores shall develop a minimum
strength of 2,900 psi. Twenty- eight -day cores shall develop
a minimum strength of 4,000 psi.
The cost for cutting, coring, and testing of
cubes or cylinders shall be borne by the City.
D. Equipment
Mixing equipment shall be capable of thoroughly
mixing the sand and cement in sufficient quantity to maintain
Placing continuity, shall be self - cleaning and capable of
discharging all mixed material without any carry over from
one batch to another. The equipment shall be inspected and
cleaned at least once a day and more often if necessary to
prevent accumulations of batched material.
Delivery equipment must be capable of discharging
mixed material into the hose under close control, and it must
be able to deliver a continuous smooth stream of uniformly
mixed material at the proper velocity to the discharge nozzle,
free from slugs of any kind.
- 40 -
II
Iu
IL
1
i1
i
1
■ J
1
1
1
1
The discharge nozzle for the "dry process" shall
be equipped with a manually operated water injection system
capable of directing an even distribution of water through
the sand - cement mixture. It must also be capable of ready
adjustment to vary the quantity of water by the nozzleman.
Also, for the "dry process ", a sufficient number
of water -rings and nozzle liners, as well as various sizes
and types of nozzle, shall be on hand before any gunite work
may be applied. Equipment parts, especially the nozzle liner
and water -ring, shall be regularly inspected and replaced as
required.
E. Placing and Finishing
The Contractor shall satisfy the Engineer that
the nozzleman has had a minimum of 2 years continuous experience
on structural gunite work, at least 6 months of which shall
have been as nozzleman. Gunite pool and ditch construction
shall not be considered as qualifying experience for the
nozzleman.
Gunite on walls shall not be placed in layers
thicker than 3/4 ". The material shall be applied sufficiently
wet that a proper flow of gunite into corners may be expected.
Gunite placement on walls shall be started at the
bottom then progress upward.
- 41 -
Cement slurry coats over wire may be applied by
the dry or the wet gunite process. The application velocity
shall be high enough and the mix wet enough that a proper
penetration into all voids around the wire is insured. Plaster
mixers may be used if sufficient air and pressure can be added
at the nozzle to insure proper penetration of the material.
The flash coat shall be applied before the slurry
coat sets up. Flash coatings shall be applied on the wire at
a wet enough consistency to insure a proper flow of the
material around the wire. The minimum cover over the wire,
not including the thickness of the wire, shall be 3/8 inch
minimum.
Second coatings shall be applied over the final
flash coat to a minimum thickness of 5/8 inch. The surface of
this coat shall be broomed after the initial set of the gunite.
Finish coatings shall be applied over the final
coat to a minimum thickness of 5/8 inch.
Immediately in advance of applying the slurry
coat, the second coating and the finish coating, the existing
surface shall be cleaned and sprayed with air and water.
F. Curing
Intermediate layers of gunite shall be kept damp
by hand spraying with water.
- 42 -
0
The final gunite surface shall be continuously
water cured for a period of 7 days. Membrane curing will
not be permitted.
- 43 -
XVII. Painting
The exterior wall and roof slab of the reservoir
shall be painted with two coats of Sika -Seal at the rate of
150 square feet per gallon per coat. The first coat shall be
applied as soon as the water curing of the gunite or concrete
has ceased. The second coat shall be applied when the testing
of the reservoir is completed. The Sika -Seal shall be applied
in accordance with the manufacturer's recommendations.
- 44 -
XVIII. Reservoir Testing
After the reservoir construction has been completed,
but prior to backfilling the walls, the reservoir shall be
filled and remain filled for 10 days. The leakage shall then
be determined by measuring the drop in the water surface which
shall not exceed 1 /10 inch in 24 hours. In addition, all
visible leaks shall be stopped in a manner approved by the
Engineer.
Water for the initial filling of the tank will be
furnished by the City at no expense to the Contractor. If
the reservoir needs to be drained and refilled to make repairs,
no charge will be made for the refilling provided the water
drained from the tank is acceptable by the Engineer for reuse
in the City's water system. If the water is not acceptable
for use in the City's system, then $300 shall be deducted from
amounts due the Contractor for each refilling required.
Prior to filling the reservoir, the inlet line and the
reservoir shall be sterilized as specified herein.
- 45 -
XIX. Utility Tunnel
The tunnel may be constructed by use of Quickset
preformed sections as manufactured by Associated Concrete
Products, Inc. or by poured -in -place methods.
Final approval for use of Quickset products by the
Engineer will be contingent upon receipt of shop drawings and
structural calculations indicating that the components when
assembled can unconditionally satisfy the use for which they
are intended. Calculations must include the variable height
backfill and the access shaft.
Supports shall be provided under all valves, the
altitude control valve, and pipe, as required, to provide a
rigid system.
The hole in the tunnel roof required for the valve
control extension shaft shall be located and cored after the
valve has been assembled and the exact location is known.
If the tunnel is poured in place, construction shall
conform to the requirements of the Concrete Section of these
Specifications.
- 46 -
XX. Altitude Control Valve & Appurtenances
A. Valve
The altitude control valve shall be a Clayton
Two -way Flow- 206 -1M, CI BZT, flanged, with epoxy internal
coating as manufactured by the Cla -Val Company of Newport
Beach, California. Flanges shall be 125 lb. conforming to
ANSI B 16.1. The stem shall be supplied with a plastic
sleeve. The valve and appurtenances shall be installed in
conformance with the manufacturer's recommendations. The
height difference between the surfaces of the mercury in
the chambers shall be set at 1110 ". This is intended to close
the water supply valve when the water in the tank reaches an
elevation of 661.5171. This provides a maximum water depth of
24'11" above the floor of the tank and 118" below the overflow
elevation.
B. Sensing Line
The pressure sensing line from the pilot control
to the flanged wall sleeve shall be 3/4" copper tubing attached
securely to the inside wall of the tunnel by use of galvanized
metal clamps at 3 -foot minimum intervals. Pipe bends and
clamps shall not crimp or deform the pipe in any way. The
pipe shall be installed on a straight grade upward from its
connection to the pilot control to the corporation stop so as
to avoid creation of air pockets.
- 47 -
C. Curb Stop
A 3/4 inch curb stop and drain shall be installed
on the sensing line as indicated on the plans. The curb stop
shall be Mueller H- 15288.
D. Water Level Gauge
A water level (altitude) gauge, Crosby- Ashton
AAAH- 30417, shall be mounted on the 3/4" x 1/4" tee in the
3/4" copper pressure sensing line as indicated on the plans.
The dial shall face the access shaft and shall
have a range from 0 to 30 feet of water. The gauge shall be
calibrated after installation so that the water level in the
reservoir is accurately indicated.
'mss
XXI. Piping
A. General
All piping materials shall conform to the
applicable portions of Section 207 of the Standard
Specifications.
B. Cast Iron Pipe
Cast iron pipe and fittings shall comply with
applicable portions of Section 207 -9 of the Standard Speci-
fications. Pipe shall be Class 150. Cast iron fittings
shall conform to Section 207 -9.9 of the Standard Specifications
and shall be for a working pressure of 150 psi. All cast iron
pipe and fittings shall be cement lined.
C. Copper Pipe
Copper pipe shall conform to A.S.T.M. Designation
888 Type K. Fittings shall be wrought copper designed for
150 psi working pressure with soldered joints unless otherwise
shown.
D. Asbestos Cement Pipe
' Asbestos cement pipe to be used in construction
of the overflow and storm drains shall conform to Section 207 -6
' of the Standard Specifications.
' E. Victaulic Couplings
Victaulic couplings shall be Style 44 as manu-
factured by the Victaulic Company of America.
' F. Sleeve Type Couplings
' Sleeve type couplings located in the utility
tunnel shall be Dresser Style 53 as manufactured by Dresser
Industries.
'
The coupling between the cast iron and asbestos -
cement pipe shall be a "Ring -rite" adaptor.
'
G. Gaskets and Bolts
Gaskets for flanged joints shall be full face
'
and cut from 1/8" thick rubber.
'
Bolts for above ground (utility tunnel) flange
joints shall conform to the requirements of the "Specifica-
tions for Low Carbon Steel Externally and Internally Threaded
Standard Fasteners ", Grade B (A.S.T.M. Designation A307).
'
Bolts shall have a minimum tensile strength of 55,000 psi.
'
Bolts and nuts for buried flange joints and for all fittings
inside the reservoir tank shall be Type 316 Stainless Steel.
'H.
Pipe Line Testin
The piping system shall be tested in accordance
'
with Section 306 - 2.3.10 of the Standard Specifications.
1
Water for the tests will be furnished by the City.
I. Protective Coatings
The exterior surface of all buried valves, flanged
joints, and other buried items which are not mortar coated
1
- 50 -
1
1
except for cast iron pipe and fittings shall be thoroughly
cleaned and given two coats of EC -244 as manufactured by
Minnesota Mining and Manufacturing Company. The coating
shall be applied strictly in accordance with the manufacturer's
recommendations. After drying, the coating shall have a
minimum thickness of 1/8 inch.
- 51 -
XXII. Disinfecting
The piping system shall be disinfected in accordance
with Section 306 - 2.3.10.2 of the Standard Specifications.
Prior to disinfecting the reservoir, the interior
shall be thoroughly cleaned. All loose debris shall be
removed and then the walls and floor washed thoroughly with
clean water. The inlet - outlet pipe shall be capped during
the cleaning operation after the wash water has been removed.
Water containing 50 ppm chlorine shall be placed in the
reservoir to such depth that when the tank is filled the
resultant chlorine concentration shall be no less than 2 ppm.
The water containing 50 ppm chlorine shall be held in the
reservoir for 24 hours before the reservoir is filled. The
full reservoir, in turn, shall be allowed to stand for 24
hours, after which the reservoir may be put into service
without draining the water used to disinfect it.
- 52 -
XXIII. Reservoir Water Level Transmitter
The water level transmitter shall be compatible with
the Zone IV reservoir level receiver unit (Bristol Model
IMIM500G14R) to be installed, by others, in the control
building at the City of Newport Beach's Big Canyon Reservoir.
The Contractor shall acquaint himself with these controls by
contacting the City's Public Works Department, phone (714)
673 -2110, and by reviewing the construction plans for the
City's Contract C -1350, Plans W- 5082 -5.
The instrument shall indicate as well as transmit
the reservoir water level. The indicating scale shall have
a range of 0 - 30 feet. The transmitter shall be enclosed
in a case suitable for mounting in the weatherproof electrical
cabinet shown on the plans. The transmitter shall be Bristol
OG685M -14.
The transmitter shall be connected to a Bristol
' Pressure Bulb #31 by 1/4 -inch copper tubing. In the ground,
' attach the 1/4 -inch tubing to the electrical conduit. This
should be accomplished outside the access shaft, through the
' wall, and down the access shaft. At that point the line
shall be run over to the side of the tunnel where the altitude
' control valve's pressure sensing lines are to be located.
t
- 53 -
1
1
1
0 0
The tubing shall then be attached to the inside face of the
tunnel and run along with the pressure sensing lines. Care
shall be taken in bending and attaching the tubing to avoid
crimping.
The pressure bulb shall be mounted on a 1/4 -inch tee
in the 3/4 -inch pressure sensing tubing adjacent to the
altitude gauge.
The Contractor shall make the necessary electrical
connections between the transmitter and electric service;
but the City will make the arrangements with the Telephone
Company for the necessary transmission connections.
- 54 -
XXIV. Electrical Service and Lighting
A. General
The work covered by this section consists of
furnishing all labor, materials, and equipment and perform-
ing all operations required for a complete and operable
electrical system as indicated on the drawings and /or as
specified herein. Miscellaneous appurtenances are not
necessarily specified or shown on the plans.
All work and materials shall be in accordance
with the City of Newport Beach Electrical Code which is
the 1968 National Electric Code.
Materials shall be new, shall be listed and
approved by Underwriter's Laboratories, and shall bear the
Inspection Label where subject to such approval.
B. Electrical Cabinet
The electrical cabinet shall conform to the
dimensions shown on the drawings. The meter socket, circuit
breaker panel and reservoir level transmitter shall be
mounted within the cabinet. The cabinet shall be free
standing, weatherproof construction and equipped with double
hinged doors that have a hasp and bolt for two padlocks. The
cabinet shall be hot - dipped galvanized after fabrication.
C. Service
The Contractor shall apply for service in the
- 55 -
name of the City to the Southern California Edison Company
for installation of the meter. The Contractor shall provide
the meter socket, the conduit stub, and pay all service and
cable charges required by the Edison Company.
The meter socket shall be single phase, 125 amp.,
and conform to the Edison Company requirements.
Five 15 amp. circuit breakers shall be installed
in the electrical cabinet. The tunnel lighting circuit,
irrigation controller, water level transmitter and area
lighting circuit shall be connected to separate circuit breakers.
D. Conduit
Exposed conduit shall be rigid steel conforming
to the requirements of Section 209 -1 -3 of the Standard
Specifications. Buried conduit shall be PVC Schedule 40
conforming to NEMA. Standard TC -2 and shall be U.L. listed.
E. Electrical Fixtures
Three lights shall be installed along the roof
of the tunnel as shown on the drawings. The fixtures shall
be incandescent, vaporproof, ceiling mounted with clear globe
and screw guard, 200 watt Crouse -Hinds No. V22009.
An outdoor type toggle switch shall be installed
in the lighting circuit immediately inside of the access hatch.
The switch shall be Standard Grade "T" rated, 20 amps, 125
volts, Crouse -Hinds DS128.
- 56 -
0
E
The convenience outlet shall be three -pole,
polarized, twist -lock type with grounded pole, rated 15
amperes, 125 volts, and shall be equipped with cover plate
and "FS" box, Hubbell No. 7580G.
* * * * * * * * * * *
- 57 -
11 • •
' XXV. Valves
' All gate valves shall conform to Section 207 -14 of
the Standard Specifications, with flanged ends and hand wheels.
' The flanges shall be faced and drilled to conform with ANSI
' B 16.1 Class 125.
The valve stem extension on the reservoir outlet
' valve is intended to provide for operation of the valve from
the surface as well as inside the tunnel. The extension
' shall be plumbed true vertically and located in the center
of the shaft.
The hole for the extension shaft shall be located
'
and cored through the roof of the tunnel after the valve
is installed in its final position to insure that it is
'
directly over the center of the valve. The shaft shall be
securely attached to the roof of the tunnel so that it does
not shift during backfilling. The shaft shall be asbestos
'
cement pipe, Class 100. Joints shall be sealed to prevent
ground water leakage.
'
The extension shall be bolted to the valve stem in
such a manner that it can be detached for valve removal or
'
maintenance.
1
- 58 -
1
1
1
0 0
XXVI. Access Hatches
The reservoir access hatch shall be a roof scuttle,
aluminum, Bilco Type S -50.
The access tunnel hatch shall be a double leaf door,
aluminum, Bilco Type JD -4AL.
The hatches shall be fastened to the concrete curbs
in accordance with the manufacturer's instructions.
- 59 -
0 0
XXVII. Access Ladders
The reservoir access ladder shall be fabricated of
steel to the dimensions shown on the plans. The ladder shall
be hot -dip galvanized after fabrication. To facilitate
handling, the ladder may be fabricated in sections and field
bolted. The bolted splice shall be approved by the Engineer.
All miscellaneous metal fittings, brackets and bolts shall be
galvanized.
The portable ladder for the access tunnel shall be
steel hot -dip galvanized after fabrication, Alhambra Foundry
A -3380.
0
0
XXVIII. Air Vent
The air vent shall be constructed as shown on the
drawings. All fabricated steel shall be hot -dip galvanized
after fabrication.
The fiberglass filters shall be standard commercial
filters conforming to the dimensions shown on the drawings.
* k * * k k * k
- 61 -
XXIX. Dampproofing Membrane
A dampproofing membrane shall be applied to the
exterior surface of the reservoir roof slab. The membrane
shall consist of a primer and 3 layers of asphalt alternated
with 2 layers of glass fiber fabric.
The primer shall be Johns - Manville unfibered asphalt
emulsion diluted with not more than 20% water. Asphalt shall
be Johns - Manville unfibered asphalt emulsion. The glass
fabric shall be Johns - Manville Duramesh, Type 931.
The dampproofing shall be applied in accordance
with Johns - Manville Specification DP -1.
Earth backfill shall be placed over the dampproofed
surface in such a manner that the membrane is not damaged.
- 62 -
XXX. Impermeable Membrane
A. General Requirements
The work covered by this Section consists of
installing a polyvinyl chloride (PVC) plastic membrane
covered with a layer of sand beneath the reservoir together
with an underdrain system as shown on the drawings.
B. Special Requirements
Previous Experience of the Contractor: The
membrane Contractor shall have demonstrated his ability to
do this work by having previously successfully installed
in hydraulic structures such as reservoirs and lakes a
minimum of one million square feet of PVC plastic linings.
C. Earthwork
' The earthwork necessary to prepare the subgrade
below the membrane shall be done in accordance with the
' requirements of Section XI. The excavated material may be
' stockpiled and used for reservoir backfill.
D. Sand Blanket
tThe material for the sand blanket shall conform
to Section 200 -1.5 of the Standard Specifications with a
minimum sand equivalent of 50. The sand shall be placed on
' the completed subgrade and compacted to 95% density. The
finished surface shall not vary more than 0.05 feet from the
63 -
0 9
indicated grades and shall be maintained in a uniform and
smooth condition during the placing of the PVC membrane.
E. PVC Plastic Membrane Material
1. Description of PVC Plastic Materials: The
PVC Plastic material shall consist of widths of.calendered
Polyvinyl chloride sheeting fabricated into large sections by
means of special factory- bonded seams into the minimum number
of large sections required to fit the reservoir. It shall be
as manufactured by Staff Industries, Inc., Upper Montclair,
New Jersey, or approved equal. All PVC plastic materials
shall be delivered to the job site in original sealed containers
with the brand and name of the manufacturer clearly identified.
a. Material Composition.
The PVC material shall be manufactured
from domestic virgin polyvinyl chloride resin and suitably
compounded of high quality ingredients to produce a flexible,
durable, water - tight product. Addition of all formula ingre-
dients in the mix stage shall be such as to insure complete
dispersion throughout the compound prior to calendering. The
calendered material shall be produced in a standard minimum
width of 54 inches and shall be uniform in color, thickness,
size and surface texture. Thickness shall be 20 mils as shown
on the drawings.
- 64 -
0 0
b. Material Physical Characteristics.
The PVC plastic material shall be certi-
fied in writing by the manufacturer to have the following
minimum physical characteristics:
Typical Test
Test Test Values Method
1.
Thickness
Specified ± 108
2.
Specific Gravity
1.24 - 1.30
3.
Tensile Strength, psi, min.
2200
4.
Elongation, 8 min.
3008
5.
1008 Modulus, psi
1000 - 1600
6.
Elmendorfer Tear,gms /mil,min.
160
7.
Graves Tear, lbs /in.,min.
270
8.
Water Extraction, 8 max.
0.35
9.
Volatility, 8 max.
0.7
10.
Impact Cold Crack OF.
-20
11.
Dimensional Stability, max.
8 (100oC -15 min)
5
12.
Shore Durameter, "A"
65 - 75
13.
Outdoor Exposure, sun hrs.
1500
14.
Bonded Seam Strength 8 of
Tensile, min.
808
15.
Pinholes /10 sq. yds. max.
1
16.
Resistance to Burial
17. Alkali Resistances
18. Color
ASTM D882 -B
ASTM D882 -B
ASTM D882 -B
ASTM 689
ASTM D1004
AST14 D1239
ASTM D1203
ASTM 1790
ASTM D676
Meets USBR
Test (specially formu-
lated for resistance to
micro - biological attack)
Passes Corps of
Eng. CRD- 572 -61
Black or
Gray
Factory Fabrication
Individual widths of PVC plastic material
shall be factory fabricated into large sections by solvent or
electronic bonding into the minimum number of pieces required
- 65 -
0 0
to fit the subgrade using a minimum joint width of � inch.
After fabrication, the sections shall be accordion - folded in
both directions and packaged for minimum handling in the
field. Wooden boxes for packaging shall be used for all
sections which weigh over 1,000 pounds to prevent damage to
sheeting during shipment.
d. Adhesive.
All PVC -to -PVC adhesives shall be of
a type or types recommended by the manufacturer for use with
their material.
F. Installation of PVC Plastic Membrane
1. General: The PVC plastic sections shall be
installed on the prepared surfaces of the bottom and slopes
of the subgrade in such a manner as to assure minimum handling.
The sections shall be of such lengths and widths and shall be
placed in a manner to reduce jointing to a minimum. Any
portion of the sections damaged during installation by any
cause shall be removed or repaired by using an additional
piece.of material as specified under Paragraph F.l.b.
a. Field Lap Joints.
Lap joints shall be used to seal factory -
fabricated pieces of PVC plastic sections together in the field.
0 0
Lap joints shall be formed by lapping the edges of the pieces
a minimum of two (2) inches. The contact surfaces of the
pieces shall be wiped clean to remove all dirt, dust, moisture,
or other foreign materials. Sufficient cold - applied PVC -to -PVC
adhesive shall be applied to both contact surfaces in the joint
area and the two surfaces pressed together immediately. Any
wrinkles shall be smoothed 'out. After the initial seal of the
lap joint has been made, any free edges of the PVC plastic
sections shall be resealed using adhesive to insure a completely
watertight joint.
b. Repairs to PVC Plastic Sheeting.
Any necessary repairs to the PVC plastic
sheeting shall be made using a sufficient size piece of the
PVC plastic sheeting and PVC -to -PVC adhesive. Method of
application shall be as specified under Paragraph F.l.a.
G. Vitrified Clay Underdrain Pipe
1. Material
The 4" underdrain pipe shall be perforated
flat bell extra strength vitrified clay conforming to ASTM
' C -211. The flat bells shall have integrally formed lugs to
provide for positive placement of perforations. The 6"
' underdrain pipe shall be extra strength non - perforated vitri-
fied clay with plastic compression joints conforming to
1
' - 67 -
Section 207 -8 of the Standard Specifications.
2. Installation
Underdrain pipe shall be laid to the
lines and grades indicated in accordance with the applicable
portions of Section 306 of the Standard Specifications. The
flat bell perforated pipe shall be laid directly on the PVC
membrane. The non - perforated pipe shall be bedded as
required in the Standard Specifications.
H. Permeable Material
Permeable material for use in backfilling over
the perforated underdrain and PVC membrane shall consist of
hard, durable, clean sand, gravel, or crushed stone, and shall
be free from organic material, clay balls, or other deleterious
substances.
The percentage composition by weight of permeable
' material in place shall conform to the following grading when
' determined by Test Method No. Calif. 202.
Sieve Sizes Percentage Passing
'ill 100
3/4" 90 -100
3/8" 40 -100
No. 4 2,5 -40
No. 8 18 -23
No. 30 5 -15
' No. 50 0 -7
No. 200 0 -3
1
U
0 0
When tested in accordance with Test Method No.
Calif. 229, the permeable material shall have a durability
index of not less than 40. The permeable material shall be
placed over the underdrains and the PVC membrane and compacted
to 95% density. Extreme care shall be taken during placement
and compaction to prevent damage to the PVC membrane.
* * * * * * * * * * *
69 -
I
F
7
• 0
' XXXI. Irrigation System
A. Scope
The Contractor shall perform all irrigation
work as indicated and specified, complete.
' B. General Conditions
t All scaled dimensions are approximate. The
Contractor shall check and verify all site dimensions and re-
' ceive Engineer's approval prior to proceeding with work under
this Section.
The Contractor shall coordinate installation
of all sprinkler materials, including pipe, so there shall be
no interference existing with, or difficulty in planting trees,
shrubs, planting, or utilities and other constructions.
The Contractor shall keep the premises clean
and free of excess equipment, materials and rubbish incidental
to work.
The Contractor shall protect work and work of
others at all times in performance of work.
The Contractor shall carefully note all finished
grades before commencing work. He shall restore any finished grade
changed during course of this work to original contours.
C. Materials
- 70 -
0
0
assemblies) in such a manner as to conform with details per
plans.
Install NO multiple assemblies on plastic lines.
Provide each assembly with its own outlet.
Install all assemblies specified herein in accor-
dance with respective detail. In absence of detail drawings or
specifications pertaining to specific items required to complete
work, perform such work in accordance with best standard practice
with prior approval of engineer.
3. Line Clearance: All lines shall have a
minimum clearance of 6" from each other, and from lines of other
trades. Parallel lines shall not be installed directly over
one another.
' 4. Trenching: Dig trenches straight and sup-
port pipe continuously on bottom of ditch. Lay pipe to an even
' grade. Follow layout indicated on drawings. Provide minimum
cover of 12" for all non - pressure lines. Provide minimum cover
' of 18" for all pressure lines.
5. Thrust Blocks: Provide pouted concrete
thrust blocks at each horizontal and vertical change of direction
' on all pressure lines. (see detail)
6. Backfilling: Compact backfill for trench-
'
F_
i
- 71 -
1. Pipe Lines and Fittings:
Pressure supply lines shall be PVC 21101
Schedule 40, Type II, Grade I NSF approved.
Non - pressure lines shall be PVC 1220
class 200, Type I, Grade II NSF approved.
All solvent shall be approved by manufac-
tirer of pipe and fittings.
Plastic fittings shall be Ring Tite PVC,
Type I, IPS Schedule 40, NSF approved on all pressure lines,
or PVC, Type I - II IPS Schedule 40, NSF approved on all non -
pressure lines.
Couplings shall be made from extruded
stock, reamed with a taper.
All plastic fittings shall be a molded
type fitting.
2.
"E" Series. Install
3.
#33. Install as per
4.
Install as per detai
5.
Remote Control Valve: Shall be Rain Bird
as per detail.
Quick Couplers Valves: Shall be Rain Bird
detail.
Pressure Vacuum Breaker shall be S.M.R.
1 .
Control Wiring:
Use direct burial wire AWG -UF type. Wiring
- 72 -
i
0 0
' shall occupy the same trench and shall be installed along the same
route as the pressure supply lines wherever possible. where more
' than one wire is placed in a trench, the wiring shall be taped
together at intervals of 15 feet.
tAll splices shall be soldered, coated with
' General Bakelite Cement (or approved equal). An expansion curl
should be provided within 3 feet of each wire length on runs
' more than 100 feet in length. Expansion curls shall be formed
by wrapping at least 5 turns of wire around a one or more inch
' diameter pipe, then withdrawing the pipe.
' 6. Automatic Controllers: :hall be Rain Bird
Controllers, 120 V, 60 cycle, A.C.,, pedestal mounted as per
■ detail.
7. Irrigation Heads: Shall be type and perfor-
mance as noted on Legend. Install as per detail.
D. Installation Procedures
1, water Supply: Install irrigation system
to point of connection at approximate locations shown on drawings.
Contractor will be responsible for minor changes caused by actual
site conditions.
2. Assemblies: Routing of pressure supply lines
as indicated on drawings is diagrammatic. Install lines (and various
- 73 -
6 0
ing to dry density equal to adjacent undisturbed soil, and con-
form with adjacent grades without dips, sunken areas, humps, or
other irregularities. Place a minimum of 6" of clean soil, free
of debris, rock, etc. under and over lines for initial backfill
on all pressure supply lines. Place initial backfill on all
non - pressure lines of a fine granular material with no foreign
matter larger than 1/2" in size.
7. Testing: Test all pressure lines under
hydrostatic pressure of 125 lbs per sq in, and test all non -
pressure lines under existing static pressures and prove both
watertight. Sustain pressures in lines for not less than 4
hours. If leaks develop, replace joints and repeat test until
entire system is proven watertight. Tests shall be observed and
approved by Engineer prior to backfilling. Upon completion of
each phase of work, test entire system and adjust to meet site
requirements.
8. Electrical: The Contractor shall be re-
sponsible for making electrical connections for the automatic
controller.
9. System Check: Completely check and ad-
just entire system and make any repairs that are necessare to
complete this work. Notify Engineer in writing upon completion
of this work.
- 74 -
10. Inspection of Work: Installation and
operations must be approved by Engineer, as specified.
11. Record Drawings: Contractor shall pro-
vide a reproducable drawing of exact locations of following items,
drafted in neat and legible form: Connections to existing water
lines and backflow units; gate valves; routing of sprinkler lines;
sprinkler control valves; routing of control wire.
E. Equipment
Contractor shall supply and deliver to the
Engineer the following equipment and information: 2 coupler
valve keys with hose swivel ell; 2 sets of various special wrenches
or tools that may be required for adjustment of sprinkler heads or
equipment; 1 set of operating manuals, for each piece of equipment
having same.
F. Guarantee
The entire sprinkler system shall be guaranteed
in writing by the contractor as to material and workmanship, in-
cluding settling of backfilled areas below grade for a period of
one year following the date of acceptance by City Council.
Should any operational difficulties in connection
with the sprinkler system develop within the specified guarantee
period, which in the opinion of the Owner may be due to inferior
material and /or workmanship, said difficulties shall be immediately
corrected by the contractor to the satisfaction of the Owner at no
additional cost.
- 75 -
11
FORM OF GUARANTEE •
' When required by the specifications, written guarantees shall
be in the form of the following guarantee, on the sub- contractor's,
contractor's or materials supplier's own letterhead:
" GUARANTEE FOR
We hereby guarantee that
which we have installed in
have been done in accordance with the drawings and specifications
and that the work as installed will fulfill the requirements
included in the specifications. We agree to repair or replace
any or all of our work, together with any other adjacent work
which may be displaced by so doing, that may prove to be defective
in its workmanship or material within a period of years
from date of acceptance of the above mentioned structures by
owner, ordinary wear and tear and unusual abuse or neglect excepted.
In the event of our failure to comply with the above mentioned
conditions within a reasonable period of time, as determined by
the owner, after being notified in writing by the owner, we,
collectively or separately, do hereby authorize the owner to
proceed to have said defects repaired and made good at our expense,
and we will honor and pay the costs and charges therefor upon
demand."
Signed
(Gen. Contractor or Sub - Contractor)
Counter- signed
General Contractor if for Sub - Contractor)
Local representative to be contacted for service
Name
Address
Phone No.
- 76 -
6
XXXII, Landscape Planting
A. Scope
Perform all grading and soil preparation,
planting and maintenance as indicated and specified, complete.
B. Grading
Install grades as indicated on drawings. All
grades shall be finished to within plus or minus 1 /10 foot. Soil
compaction in planting areas shall not be greater than 90 %, and
not less than 80 %.
C. Soil Preparation
1. Materials:
Organic amendment - derived from wood or
bark, granular in nature, stabilized with nitrogen and fortified
with minerals, and having the following properties: Particle
size - min. 95% passing 4 mesh screen; min. 80% passing 8 mesh
screen. Nitrogen content - 0.5% based on dry weight for red-
wood sawdust. 0.7% based on dry weight for fir sawdust. 1.0%
based on dry weight for fir or pine bark. NOTE: Pine sawdust
is not acceptable. Salinity - maximum conductivity 3.5 millim-
hos/cm p 25 degrees C., as measured by saturation extract con-
ductivity. Organic content - nlin. 90% by weight.
or equal.
2. Fertilizer:
Commercial fertilizer - 6- 20 -20, Best Co.,
- 77 -
r
'
3.
Approved Imported Soil.:
Approved non - saline soil on top 18% i
Sandy loam, free of toxic minerals, clay and clay lumps; testing-
'
maximum conductivity 3.5 millimhos /cm at 25 degrees C., as measured f,
by saturation
extract
conductivity.
I
'D.
Soil
Preparation Procedure
1.
For trees and shrubs the following prepared
soil mix shall be used
for backfill in tree pits: j
I
Quantities per Percent by
Cu yd of Mix Volume
Soil (Excavated)
6.25 cu ft 25
Organic Amendment
6.25 cu ft 25
Imported, non- saline
I,
'
soil
13.5 cu ft 50
Plus: 5 lbs of
commercial fertilizer 6/20/20
E. Preparation of Landscape Areas
All planting areas are to be graded. Uniformly
j
apply 20 lbs commercial fertilizer 6 -20 -20 and 6 cu yds organic
amendment to all planting areas per each 1,000 sq ft, and work
into soil by cultivating, spading or rototilling to a depth of at
least 3 to 6% and finish grades to smooth finish 1 inch below
adjacent paving or curbs, and remove all rubble, rubbish and weeds
from site.
Y. Samples and Compliance Testing
Designated testing or raw materials used
and final mixes shall be performed by a soils laboratory selected
and paid for by the owner. In the event of noncompliance, Con-
tractor shall make necessary corrections by additional submittals
or by adding, properly admixing, or otherwise, adjusting backfill
mixes in the manner to be specified by the Engineer with subsequent
conformance tests to be carried out at the expense of the Contractor
until conformance has been attained. The following samples of
materials shall be supplied to the designated laboratory by the
Contractor at the commencement of work: organic amendment, wood
residual: submit 1 cu ft for each kind approved, and for each
70 cu yds delivered to the site; organic amendment, manure: sub-
mit 1 cu ft loose measure, taken directly from a newly opened bale;
import soil: obtain representative sample of proposed import soil
and submit 1 cu ft loose volume.
Each sample shall be placed in a sturdy con-
tainer, properly labeled and dated. Materials will be tested
upon receipt with report of results to be supplied to the Engineer
and Contractor.
G. Statement of Confirmation
Contractor shall submit statements of confirmation
of compliance with specifications, and suppliers' invoices of fer-
tilizer, soil amendments, imported soil and /or volume for each de-
- 79 -
i •
livery on site and portion of project where it will be used the
day of delivery.
H.. Planting
1. Plant Materials - Quality and size of
plants shall be as approved, fresh, vigorous, of normal growth,
free of diseases, insects, insect eggs and larvae. Sizes of
plants shall be as stated on plans. No root bound or under-
sized materials will be acceptable. Plants shall be subject to
inspection and approval or rejection, at place of growth and on
project site at any time before or during progress of work, for
size, variety, condition, latest defects and injuries. Remove re-
jected plants from site immediately and replace at Contractor's
expense with plants approved by Engineer.
Protect all plants from damaging sun and wind.
Damage may be cause for rejection even after initial approval. Sub-
stitutes will not be permitted unless specifically approved in writ-
ing.
Nomenclature shall conform to customary
nursery usage. Quantities shall be dictated by need. Provide
materials as needed to complete indicated work whether correctly
estimated on drawings or not.
2. Staking and Guying Materials - Stakes:
dimensions shown, of redwood and uniform size, pointed at one
3. Seed Material: blend 80% Alta Fescue and
20% Meadow Fescue. 90% germination, 95% purity.
I. Planting Procedures
Stake plant locations or place approved quan-
tities of plants in containers on locations, if approved and when
directed, and obtain approval before excavating pits, making necessary
adjustments, as directed.
Plant materials as soon as site is available and
weather conditions are suitable, as approved and directed. Do not
plant when weather conditions are unfavorable to good work, or if
soil is excessively wet.
Excavate pits with vertical sides for specimen
trees 24" greater than root ball. The center bottom of pit to be
6" greater than root ball, and perimeter to be 12" - 18" greater.
Do not excavate within 6" of any paved area, to permit handling and
Planting without injury to balls of earth or roots, and of such
depth that, when planted, crown of plant bears same relation to
finish grades that it did to soil surfaces in place of growth.
- 81 -
end ( see detail
for wood type
for pole). Hose and Wire Ties:
for covering wire, 2 -ply, 1/2"
diameter, reinforced rubber, or
'
approved plastic,
new, garden hose type. Wires to be pliable
zinc - coated iron
of number 16 gage.
Anchors: (deadmen) for hold-
'
ing guys, 2x4" solid lumber, 3"
long redwood. Stake or guy as
per detail.
3. Seed Material: blend 80% Alta Fescue and
20% Meadow Fescue. 90% germination, 95% purity.
I. Planting Procedures
Stake plant locations or place approved quan-
tities of plants in containers on locations, if approved and when
directed, and obtain approval before excavating pits, making necessary
adjustments, as directed.
Plant materials as soon as site is available and
weather conditions are suitable, as approved and directed. Do not
plant when weather conditions are unfavorable to good work, or if
soil is excessively wet.
Excavate pits with vertical sides for specimen
trees 24" greater than root ball. The center bottom of pit to be
6" greater than root ball, and perimeter to be 12" - 18" greater.
Do not excavate within 6" of any paved area, to permit handling and
Planting without injury to balls of earth or roots, and of such
depth that, when planted, crown of plant bears same relation to
finish grades that it did to soil surfaces in place of growth.
- 81 -
i •
Plant pits no smaller than the following sizes:
1 gallon plants - 18" deep, 18" in diameter
5 gallon plants - 24" deep, 24" in diameter
15 gallon plants - 30" deep, 30" in diameter
Scarify bottom of pits and dust with sufficient gypsum to cover.
Set plants in center of pits, in vertical position
so that crown of plant is level with finished grade after allowing
for watering and settling of soil, and backfill with prepared plant-
ing mix as indicated.
Form shallow basin around edge of plant ball by de-
pressing soil slightly below finished grade. Form basin rims. Keep
basin within outer edges of plant ball. Grade areas around plants
to finish grades and dispose of excess soil.
Stake trees designated to be staked, as per detail,
with stake or stakes on windward side of tree.
Guy trees designated to be guyed, as per detail.
Apply Bandini Weed Preventer 10 -6 -4 to all areas
of ground cover, shrubs and trees, but not on lawn areas, at the
rate of 20 lbs per 1,000 sq ft. The preventer shall be applied
in one of 3 methods by choice of applicator: hand Cyclone spreader,
wide open at a moderate walk; wheel Cyclone, hand propelled at No.
6h setting in small areas inaccessible for mechanical applicators;
hand applied by spreading a 1 lb coffee can of material containing
2 lbs per 100 sq ft. Following application the granules of the need
Preventer must be washed off plant foliages by hand with a light
11 j 0
U
' spray of water, so as not to displace the application with a
strong force.
1. Inspection: Required at end of construction
period to establish time for beginning of maintenance period.
' Notify the Engineer at least 7 days in advance of required inspection.
2. Ground Cover Installation:
Plant ground covers in designated areas.
' Plant rooted cuttings and divisions from flats into moist soil and
in neat, straight rows parallel to the nearest paving or header at
intervals as specified on plans. Smooth soil about plants and leave
areas in neat and clean condition. Do not pile soil around crown
' of any plants.
' Hand water ground cover plants at once, and
twice a week carefully and individually with slow, soft stream of
' water making sure that soil is settled around the roots, but making
sure, also, not to wash soil or plants. Not more than one hour
' shall elapse from the time ground cover is planted until it is
' watered. Ground cover plants on slopes shall have half cup -like
arrangement for holding water. Ground cover plants shall not be
' allowed to dry out before or while being planted.
3. Lawn Installation:
tPlant lawn in the areas indicated on plans.
Finish grades, filling as needed or removing surplus dirt and
1 floating areas to a smooth, uniform grade as directed and approved.
All lawn areas shall slope to drain.
' - 83 -
I
i1
1
i •
1
All areas shall have a smooth and continual
1 grade between existing or fixed controls (such as walks, curbs,
1 catch basins, elevations at steps or buildings). Roll, scarify,
rake and level as necessary to obtain true, even surface. All
1 finish grades shall meet approval of the Engineer before seeding.
Sow grass seed, Alta Fescue and Meadow Fescue,
1 at the rate of 12 lbs. of seed to each 1,000 sq £t of lawn area.
1 Distribute seed evenly and uniformly. Rake lightly to 1/4" of
depth without displacing seed and mulch with approved steer manure
1 at the rate of 3/4 cu. yd. per each 1,000 sq.ft. Roll with suitably
weighted roller. Water with a fine spray. Keep surfaces of seeded
1 area damp until germination of seed, but do not flood with excess
water.
J. Maintenance
Maintenance shall begin immediately after each
plant and each portion of lawn is planted, and shall continue
after inspection and acceptance for maintenance for at least 30
days, and as much longer after as necessary to establish acceptable
lawns and thriving plants, as approved and accepted by the Engineer.
1. Watering:
A sprinkler system is provided for maintaining
general moisture requirements. Hand watering of newly planted trees,
and shrubs will, however, be required once every week for three weeks,
or as weather conditions require. Use hose bib connections to hand
water container planting.
- 84 -
2. Cultivation, Weeding, Aeration, Water
Conservation:
After any period of more or less continuous
watering, during which soil moisture is maintained at near satur-
ation point, cultivate all areas by scarifying the surface 1" by
means of potato hooks, hoes or rakes. Scarify completely between
all planting except turf areas. Do not change grade, remove basins
or berms in the process of such cultivation. Follow the cultivating
by three days of non - irrigating, assuring the killing off of weeds,
aeration and water conservation. Repeat cycles of irrigation and
cultivation as needed to maintain all plantings in thriving and weed
free condition. Remove basins of shrubs and ground covers during
the last cultivation prior to acceptance and after approval by the
Engineer.
3. Pruning: Unless otherwise directed, prune
only to remove dead or broken branches of tree or shrub parts.
4. Spraying: Examine frequently, but at least
once a week, all plants, especially any which are subject to common
insect depredation such as aphids, mealy bugs, ants, etc., to es-
tablish need for counter measures. Spray or dust immediately as
required for adequate control of any diseases, fungi, insects, etc.,
and as directed by the Engineer.
5. Maintain Trees and Shrubs:
Maintain trees and shrubs in a vigorous,
thriving condition by watering, cultivating, pruning, spraying,
6 0
fertilizing and other necessary operations. Replace any plant
indicating weakness or probability of dying. Replace all tree
stakes, guy wires or other tree supports that have been damaged
or otherwise fail in their purpose. Keep all shrub areas free
from noxious weeds and patches of Bermuda grass. Perform com-
plete weed eradication at least once a week. Provide at least one
experienced, capable groundsman, and additional labor deemed ne-
cessary by the Engineer, to keep said areas maintained as specified.
6. Maintain Ground Cover:
Maintain ground cover areas by watering,
weeding, replanting and other necessary operations. Keep them free
from all weeds, and remove all roots and stolons to eliminate them
from the areas and to leave them in clean and acceptable condition
by the end of the maintenance period.
7. Protect Lawn and all Planting:
Protect grass and all planting against damage,
including erosion, rodents, and trespass, and provide proper safe-
guards as needed. Place stakes and twine barriers (visible day or
night) around all planted areas, repair daily, and leave in place
following acceptance of the work. Install twine barrier`in a straight,
neat manner. Repair damage to the work made by pedestrians, animals,
vehicular traffic, or any other cause until acceptance.
B. Apply Commercial Fertilizer:
Fertilize all areas 25 days after the be-
ginning of maintenance and apply a commercial fertilizer 16 -6 -8 at
the rate of 5 lbs, per 1,000 sq. ft. The Contractor shall re-
cognize the responsibility for uniform application to dry turf and
foliage, followed by a thorough irrigation (minimum of 1/2" of pre-
cipitation) to avoid burn. Improper use of fertilizer resulting in
damage to plants is the Contractor's responsibility, and any damage
resulting must be corrected.
K. Inspection
Final inspection of lawns and planting will be
made at the conclusion of the maintenance period. Submit written
notice to the Engineer requesting same at least 7 days before an-
ticipated date.
L. Guarantees
All trees shall be guaranteed in writing to
live in a healthy condition for one year after planting. Dead
or unhealthy trees shall be replaced immediately. All trees re-
placed shall meet the same specifications as the original plants.
Such replacements, including planting, staking, training, etc.,
shall be as originally specified, without cost to the Owner.
,
I
I
1'
6 0
PLANT LIST
Quan-
tity
Item
Size
3
Erythrina humeana, 9 -101, low- branching, Guy
24" Box
3
Erythrina caffra, low branching
Guy
48" box
18
Eucalyptus citriodora
5 gallon
19
Acacia latifolia 10, O.C.
1 "
20
Bougainvillea "Barbara Karst"
10, O.C.
1 "
96
Echium fastuosum 4' o.c.
1 to
59
Hemerocallis "Evergreen Yellow"
3' o.c.
1 "
72
Plumbago capensis 31 o.c.
1 "
Lonicera japonica Halliana
12" o.c.
flats
vinca major 12" o.c.
"
Zoysia tenuifolia 8" o.c.
"
Artotheca calendula 12" o.c.
"
i
x
n
0
L
0 z 1
z;D rri
t D
<
rn
^i
a0
ai n JIB
137V
0
Ul
C
3
3
D
4
I�um
�IIIIIIn11Y�YNAlliil
��I�IImYIIINI
�1lNN
I
N
IIIIRIIiN0191191N1�9
0 z 1
z;D rri
t D
<
rn
^i
a0
ai n JIB
137V
0
Ul
C
3
3
D
4
s
n
N
0
M
Z
G7
M
LUZ
-i
r
m
�D_Ir
rgr1
�Q
N
C
3
3
D
.Z7
mm�nnnmm�nmusi�
wlnAlll�lll�������1�
��IIIIRd�Nllllflilll��l
�udu��u�iiuu���
�IIAOI
M
Z
G7
M
LUZ
-i
r
m
�D_Ir
rgr1
�Q
N
C
3
3
D
.Z7
RESOLUTION NO. 7 8 4 7
A RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF NEWPORT BEACH AWARDING A CONTRACT
FOR SPYGLASS HILL RESERVOIR, CONTRACT NO.
C -1351
WHEREAS, pursuant to the notice inviting bids for
work in connection with Spyglass Hill Reservoir, in accordance
with the plans and specifications heretofore adopted, bids
were received on the 10th day of October, 1972, and publicly
opened and declared; and
WHEREAS, it appears that the lowest responsible
bidder therefor is E: L. Yeager Construction Company, Inc.;
NOW, THEREFORE, BE IT RESOLVED by the City Council
of the City of Newport Beach that the bid of E. L. Yeager
Construction Company, Inc. for the work in the amount of
$294,100.00 be accepted, and that the contract for the des-
cribed work be awarded to said bidder;
BE IT FURTHER RESOLVED that the Mayor and City Clerk
are hereby authorized and directed to execute a contract in
accordance with the specifications, bid and this award on behalf
of the City of Newport Beach, and that the City Clerk be directed
to furnish an executed copy to the successful bidder.
ADOPTED this 24th day of October , 1972.
Mayor
ATTEST:
City Clerk
DON dm
10/17/72
I�
i
1
I
t
I ,
i
CONTRACT NO. C -1351
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
FOR
SPYGLASS HILL RESERVOIR (1.5 MG)
1
BW PRESTRESSED TANKS IWC.
YK
S Y S T E M S.
Phone: 442.9881 Area Code 714
Office: 1214 Pioneer Way
Mailing Address:. P.O. Box 696
'El Calon, . California .92020
6
WORLD WIDE FIRST'S IN DEVELOPMENT
a. Strand wrapping machinery for large application forces.
b. Automatic electronically self- correcting stressing systems to keep applied wrapping forces with-
in close stress tolerances (:- 1.25 %).
c. Automatic electronic recording of applied wrapping forces as the prestressing steel is installed
on the wall.
d. Automatic electronic spacing of wrapped strand.
e. Automatic electronically developed force - elongation graph for tendon stressing from start to
finish.
f. Energy reuse systems for wrapping machinery.
g. Automatic grip and grip - release system for strandwrapping.
h. Wrapping of epoxy coated galvanized flat steel in cylindrical wall- recesses.
i. Longitudinal prestressing of protective mortar coating over wrapped wire on cylindrical walls
and pipe.
Y.
Additional developments are in progress which will be released at a later date.
=Trademark of a company dedicated to development of improved techniques.
"Covered by patents and patents pending.
0
Photo 1: World's first: Vertically stressing of a 5 MG reservoir at Fountain Valley, Calif, using the DYK Force - Elong.
Graph recording system. (Engineer: Woodside /Kubota & Associates, Inc., Santa Ana, Calif.)
r
Photo 2: Close up of control panel of DYK Force - Elongation Graph Recording System.
Photo 3: Actual force - elongation record of a 20' long 1r /a" 0 Dywidag bar stressed at Fountain Valley, Calif.
FEATURES OF DYK FORCE- ELONGATION GRAPH RECORDING SYSTEM
1. Automatic electronic recording of applied force and elongation during prestressing from start to finish.
2. Automatic electronic stressing shut-off when pre -set force has been reached.
3. Automatic electronic stressing shut -off when pre -set elongation has been reached.
'rr ,7
WORLD'S LARGEST STRAND WRAPPED
RESERVOIR*
FEATURING
THE DYK STRAND WINDER
This large capacity wrapping machine has been developed
to apply large prestressing forces to cylindrical structures
under extremely close force tolerances such as may be
required for nuclear reactors and pressure vessels, large
storage tanks, large diameter high pressure pipe, etc.
The cylindrical structure may either be rotated while the
tensioning mechanism is kept stationary or the tensioning
mechanism may be rotated around the cylindrical struc�
ture, such as shown in the photo on this page.
The tensioning mechanism may either be supported from
the ground, or supported from the top of the wall, or may
be supported from a temporary or permanent ring beam
attached to the wall. Structures requiring short comple-
tion times may be wrapped with several machines operat-
ing at the same time at different levels.
As shown on this page, the tensioning mechanism has
been designed for a maximum force capacity of 17,000
lbs. and circular gripping means. The tensioning principle
and controls are such that they can be readily applied to
50,OOO.lbs. force and lineal wire gripping requirements.
In lieu of wire or strand we foresee that future structures
will be wrapped with flat hightensile metal strips, placed
one on top of another and coated on all four sides with
epoxy, so forming a solid compact ring of prestressed
steel reinforcing. This company has already been awarded
a patent on this principle.
Other features of the DYK Strand Winder can be sum-
marized as follows:
1. Maximum tolerance of applied force: 1 11/4%.
2. Automatic continuous graphic recording of applied
force.
3. Continuous visual digital readout of applied force.
4. Automatic correction capability when conditions
tend to change the desired applied force.
5. The wire can be tensioned or detensioned either
at standstill or in motion, to any value between 0
and maximum.
6. The desired force on the line is maintained regard-
less of whether the machine travels in the forward
or in the reverse direction.
7. The strand can be spaced automatically or manual-
ly, either up or down, in accordance with the de-
sired space setting.
8. Travel in forward or in reverse direction can be
done at any speed between 0 and maximum.
9. The basic machine is extremely compact and small
for its force capacity and controls.
*10 MG Buried Reservoir at Garden Grove, Calif. (Wall height -36')
Consultants: Woodside /Kubota & Associates, Inc., 309 West Third Street, Santa Ana, Calif. 92701.
DYK
QUALIFICATION DATA
Both strandwrapping and tendon stressing machinery, meeting the require-
ments of paragraph XIV B and XIV D 4 and 5, have been used on the following
jobs:
A. 5 MG Reservoir
Owner: City of Fountain Valley
10200 Slater Avenue
Fountain Valley, California 92708
Tank Location: Ellis Avenue between Magnolia and Bushard
Fountain Valley, California
Completion date of prestressing work: May, 1972
B. 2 x 4 MG Digesters:
Owner: County Sanitation District of Los Angeles County
2020 Beverly Blvd.
Los Angeles, California 90057
Tank Location: 24501 S. Figueroa Street
Carson, California
Completion date of prestressing work: September, 1972
Note: a. Only 3 tanks totalling 13 MG have been listed in conformance
with the specification requirements.
However, an additional 8 tanks totalling 44 MG in capacity
have already been completed with the DYK wrapping machine
and two more tanks totalling 3 MG have been completed with
the DYK tendon stressing system.
b. The close stress tolerance and recording requirements of
circumferential and vertical prestressing have been specified
on an additional 5 tanks totalling 20 MG still to be completed.
C. Descriptive literature of the DYK wrapping and tendon stressing
machinery is attached.
9/18/72
DYK
QUALIFICATIONS
We draw your attention to the requirements of paragraphs XIV B and C.4
and 5 dealing with extremely close stress tolerances and automatic re-
cording of applied forces, which are DYK developments. In order to be
able to guarantee the close stress tolerances during wrapping, it is
necessary to continually electronically correct the applied forces to a
specified force setting while the machine is in progress. The automatic
recording of applied forces is another patented feature of the DYK wrapping
system. DYK also developed the force - elongation recording system for
tendon stressing. All DYK developments are covered by patents or patents
pending. The specialized stressing machinery has taken us 5 years and some
$250,000 to develop and build. The wide spread abuse of correct stressing
of prestressing steel and the future problems that can result from im-
proper tensioning, have led many leading public agencies to demand such
quality controls.
As required by paragraph XIV B, we submit herewith a list of structures
on which the proposed tendon stressing and strand wrapping machinery,
meeting the specification requirements, have been used. A brochure
describing our equipment is also attached.
7
CONTRACT "O. C -1351
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
FOR
SPYGLASS IIILL RESERVOIR (1.5 MG)
Approved by the City Council
this /%iZ day of SiEP74'gel-ffl
SUBMITTED BY:
E, L YEAGER CONSTRUCTION COMPANY, INC,
Contractor
P. 0. Box 87 Riverside., Calif. 92502
Address
City Zip
�lk-`'(0���3��
Phoney
Total Bid Price
s• Page 1
CITY OF NEbIPOR'F BEACH, CALIFORNIA
NOTICE INVIT(NG BIDS
SERI_0 �TOS Will be received aL the office of the City Clerk, City Hall, E,ewport Beach,
California, until 10:00 A.M. on the 10th day of October , 1972,
cit which tfi&i th,y will be opened and read, for performing Work as follows:
SPYGLASS HILL RESERVOIR
(1.5 MG)
CONTRACT NO. 1351
Bids must be submitted on the proposal form attached with the contract documents
furnished by the Public 0lorks Department. The additional copy of the proposal form
is to be retained by the bidder for his records.
Each hid must be accompanied by cash, certified check or Bidder's Bond, matte payable
to the City of Newport Beach, for an amount equal to at least 10 percent of the
amount bid.
The title of the project and the words "SEALED BID" shall be clearly marked on the
outside of the envelope containing the bid.
The contract documents that must be completed, executed, and returned in the sealed
bid are:
A. Proposal
B. Designation of Subcontractors
C. Bidder's Bond
D. Non - collusion Affidavit
E. Statement of Financial Responsibility
F. Technical Ability and Experience References
These documents shall be affixed with the signature and titles of the persons signing
on behalf of the bidder. For corporations, the signatures of the President or
Vice President and Secretary or Assistant Secretary are required and the Cord-orate Seal
shall be affixed to all documents requiring signatures. In the case of a Partnership,
the signature of at least one general partner is required.
NA bids will be accepted from a contractor who has not been licensed in accordance with
th provisions of Chapter 9, Division III of the Business and Professions' Code. The
contractor shall state his license number and classification in the proposal.
One s-2t of plans and contract documents, including special provisions, may be obtained
at t;e Public Works Department, City Hall, Newport Beach, California, at no cost to
I icensed contractors. It is requested that the plans and contract documents be returned
within 2 ;)eeks after the bid opening.
(cont.)
�� • •
rage la
fi❑ city has adopted the Standard Specifications for Public Works Construction
ailitioil and supplerents as prepared by the Southern California Ci apters of the
'!li.e, ican Public :forks Association and the Associated General Contractors of America.
Cu ie; may be obtained 1rom Building News, Inc., 3055 Overland Avenue, Los Angeles,
soli -ornia 90034, (213) 870 -9371.
'rw city has adopted Standard Special Provisions and Standard Drawings. Copies of
these are available at the Public l`orks Department at a cost of $3.00 per set.
In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California
Labor Coda (Sections 1770 et seq.), the City Council of the City of Newport Beach has
as:,rtained the general prevailing rate of per diem wages in the locality in which the
work i-. to be performed for each craft, classification, or type of workman or mechanic
nee ed to execute the contract and has set forth these items in Resolution No. 7718
adopted June 12, 1972. A copy of said resolution is available in the office of the
City Clerk. All parties to the contract shall be governed by all provisions of the
California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive).
The city reserves the right to reject any or all bids and to waive any informality
' in such bids.
t
' Revised & -12 -72
za
0 r
Page 2
All bids are to be computed on the basis of the given estimated quantities of work,
as indicated in this Proposal, times the unit price as submitted by the bidder. In case
of a discrepancy between words and figures, the works shall prevail. In case of an error
in the extension of 'a unit price, the corrected extension shall be calculated and the bids
will be computed as indicated above and compared on the basis of the corrected totals.'
The estimated quantities of work indicated in this'Proposal are approximate only,
being given solely as a basis for comparison of bids.
' The undersigned has checked carefully all of the above figures and understands that
the City will not be responsible for any errors or omissions on the part of the under-
signed in making up this bid.
The undersigned agrees that in case of default in executing the required contract
with necessary bonds within ten (10) days, not including Saturday, Sunday and federal
Holidays, after having received notice that the contract is ready for signature, the
proceeds of check or bond accompanying this bid shall become the property of the City
of Newport Beach.
Licensed in accordance with the Statutes of the State of California providin_q for
the registration of Contractors, License No, f•-Foo 1 Classification AND �1
Accompanying this proposal is 1610 0 2
6e r, o
, certitieo cnecK, i;asnier's cnecK or
in an amount not less than 10 percent of the total bid price.
The undersigned is aware of the provisions of Section 3100 of the Labor Code which
require every employer to be insured against liability for workmen's compensation or to
undertake self- insurance in accordance with the provisions of that code, and agrees to,
comply with such provisions before commencing the performance of the work of this contract.
Phone Number
ate
E L YEAGER
Authorized gignature
'
-of
eA- rr,ori'
Type Organization
(Individual,
Corporation, or Co- Partnership)
'
List
below names of President, Secretary, Treasurer
and Manager if a corporation,
and names
off all co-partners
if a co- partnership:
J,
��6 R
1:- T 2 /��( QN,L�. /G?•c E4�J2�e
SV L a n W 6 i
�
5 ✓� 55 r ���CKErA..T
i
1
DESIGNATION OF SUB - CONTRACTORS
- Page 3
The undersigned certifies that he has used the sub -bids of the 'following
listed contractors in making up his bid and that the sub - contractors listed
will be used for the work for which they bid, subject to the approval of the
City Engineer, and in accordance with the applicable provisions of the
specifications. No change may be made in these sub - contractors except upon
the prior approval of the Engineer.
Item of Work
1.
Sub - contractor
Address
3
n
W
6.
7.
FIJI
9.
10.
11.
12..
�a_��
" E. L YEAGER CONSTRUCTION COMPANY, INC.
Bidder's Name
'AuthorTzed 5ignature
Pof,Fepimlf
Type of rgan zat on
(Individual, Co- partnership or Corp)
P. 0. Fox 81 Ri'' isida, Calif. 92502
• Address
• Page 4
BIDDER'S BOND TO ACCOMPANY PROPOSAL
' KNOW ALL MEN BY THESE PRESENTS,
That we, as Principal,
and as Surety, are held
' and firmly bound unto the City of Newport Beach, California, in the sum of
Dollars ($ ), lawful money of the United
States for the payment of which sum well and truly to be made, we bind ourselves,
Jointly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH,
That if the proposal of the above bounden principal for the construction of
in the City of Newport Beach, is accepted by the City Council• of said City, and if the
above bounden principal shall duly enter into and execute a contract for such construc-
tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting
'Bids" within ten (10) days (not including Saturday, Sunday and Federal Holidays) from
the date of the mailing of a notice to the above bounden principal by and from said City
of Newport Beach that said contract is ready for execution, then this obligation shall
'become null and void; otherwise it be and remain in full force and effect, and the amount
specified herein shall be forfeited to the said City.
In the event that any principal above named executed this bond as an individual,
it is agreed that the death of any such principal shall not exonerate the surety from
its obligations under this bond.
IN WITNESS WHEREOF, we hereunto set our hands and seals this day of
19_
' Corporate Seal (If Corporation)
Principal
(Attach acknowledgement of
Attorney -in -Fact)
I
0
Title
Surety
Bid or Proposal Bond
The Travelers Indeniw*-
ity Company
Hartford, onneetieut ,.
(A STOCK OhNPANY)
KNOW ALL MEN BY THESE PRESENTS, That
-- ---- - - - --- -- -- - - -- ----------- -------
CAIN ------ -- --- -- - --- --
(hereinafter called the "Principal "), as Principal, and THE TRAVELERS INDEMNITY COMPANY, a corpora•
tion incorporated under the laws of the State of Connectient' and authorized by the Laws of the State of Cali-
.,...
fornia, to execute bonds and undertakings as sole surety, as Surety, are held and firmly bound unto ------------------------
CITY
---- -------- ------- ..--- ---------------------------------------------------
OF NEWPORT
BEACH
(hereinafter called the "Obligee "),
in the sum of._Ten
of
percent --------
the amount bid
---- - ---------
Dollars
($ ------------------------------------ ), good and lawful money of the United States of America, for the payment of which
sum of money, well and truly to be made, the said Principal and Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
SIGNED AND SEALED this ...... 0th- -------------------------- day of. ... October---------- -------- ------ ----- A.D.19-�-2 --
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Obligee shall make any award to the
Principal for_SPyglass Hill Reservoir (1.5 MG) Contract No. 1351
---- -------- ---- --- ---- -- ------- ------ ----- ---------------------- --- -- ---------- -- ------- -- ----- - - - - ---
according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make
and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and
shall give bond for the faithful performance thereof with The Travelers Indemnity Company, as Surety, or with
other Surety or Sureties approved by the Obligee; then this obligation shall be null and void; otherwise it shall
be and remain in full force and effect.
IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and
sealed.
Witness:
1/ti 1�r�� .------------------ - - - - --
S -602 Rev. 10.61 PRINTED IN U.S.A.
E.L.- YEAGER_CONSTRi1CTI0N-- COMP/.N)$ .
TRAVELERS INDEMNITY COMPANY,
By:
TaY- h4::-- -- -- -- -- - -- - - - - - --
Attorney -in -Fact
W Cn
y C
$ gn
o �
rn w y
`» nc
w � r
� Y �
e
x H
n
y �
N iP
O
°z
tz
h7
a
0
tz
d
t
oro
CO
O
r
•
NON- COLLUSION AFFIDAVIT
Page 5
The bidders, by its officers and agents or representatives present at the time of
filing this bid, being duly sworn on their oaths say, that neither they nor any
of them, have in any way, directly or indirectly, entered into any arrangement or
agreement with any other bidder, or with any public officer of such CITY OF NEWPORT
BEACH whereby such affiant or affiants or either of them, has paid or is to pay to
such bidder or public officer any sum of money, or has given or is to give to such
other bidder or public officer anything of value whatever, or such affiant or
affiants or either of them has not directly or indirectly, entered into any arrange-
ment or agreement with'any other bidder or bidders, which tends to or does lessen
or destroy free competition in the letting of the contract sought for by the
attached bids; that no bid has been accepted from any subcontractor or materialman
through any bid depository, the Bylaws, Rules or Regulations of which prohibit or
prevent the contractor from considering any bid from any subcontractor or material -
man which is not processed through said bid depository, or which prevent any
'Subcontractor or materialman from bidding to any contractor who does not use the
facilities of or accept bids from or through such bid depository; that no induce-
ment or any form or character other than that which appears upon the face of the
bid will be suggested, offered, paid, or delivered to any. person whomsoever to
influence the acceptance of the said bid or awarding of the contract, nor has this
bidder any agreement or understanding of any kind whatsoever, with any person
whomesoever to pay, deliver to, or share with any other person in any way or manner,
any of the proceeds of the contracts sought by this bid.
Subscribed and sworn to before me by
this �1 day of C @ ,
19��r
My commission expires:
o ary u is
OFFICIAL SEAL
LINDA L. THOMAS
m NOTARY PUBLIC-CALIFORNIA
PRINCIPAL OFFICE IN
RIVERSIDE COUNTY
My Conl fission Expires Oct. 29, 1972 '
I
ONE (714) 684.5360
IL �L
0
� ENGINEER;S and''CWOTRL
c' RIVERSIDE CALIF 945(
6
October 11, 1972
M
P. O. BOX 87
' City of Newport Beach
Department of Public Works
City Hall
' Newport Beach, California
Attention: Mr. William Dye
' Re: Spyglass Hill Reservoir
' Dear Mr. Dye:
Reference is made to the above reservoir and to construction
of same. We have been asked, as specifications require, to
' furnish a financial statement to your city to comply with
all specifications of the Spyglass Hill Reservoir.
' Enclosed is a copy of our Contractor's Statement of Experience
and Financial Condition, which we supply to the State of
California on a yearly basis. We believe this covers any
' and all requirements which you may need.
If any additional information is needed, please feel free to
call. We would be happy to comply.
' Thank you.
' Yours very truly,
E.aAGER CONSTRUCTION CO.,INC.
' AL C ,`
R. Yeage
' RAY:wap
' Enclosure
I
i
:1
9H i it1 Vd l CA, lij,
�I;t liL i`U ii
1 SACRAMENTO, CALIFORNIA
1 CONTRACTOR'S
STATEMENT OF EXPERIENCE AND
1 FINANCIAL CONDITION
,1
1
Information relating to filing this statement may be obtained
1, by writing, calling or visiting:
DISBURSING OFFICE
DEPARTMENT OF PUBLIC WORKS
1120 N STREET
P. O. BOX 1139
SACRAMENTO, CALIFORNIA 95505
Area Code 918 - 445.8875
1 - GOVERNMENT CODE SECTION 14312
The questionnaires and financial statements are not public records and are not
open to public inspection.
1-
1
i
1
•. u. __�.�:,c__,_�.._,.�_,�.,�,�,.., _..__....w._ _,n.;[.<a::s:e v_. rat;-..:;:. a... �.® �. r.< u`- �r,K,.,.�.,p.,se..,a�,..�trw ��xi� :_ea..,'- =u`��r. ?a�R ;iEL._s��»
SECURITY PACIFIC NATIONAL BANK
RIVERSIDE MAIN OFFICE, 3800 MAIN STREET. RIVERSIDE • TELEPHONE (714) 781.1011 -
MAILING ADDRESS: POST OFFICE BOX 712, RIVERSIDE, CALIFORNIA 92502
December 14, 1971
Department of Public Works
P. 0. Box 1499
Sacramento, California 95805
Attention Comptroller
Gentlemen:
E. L. Yeager Construction Company, Inc, informs us that they
desire to bid on State Highway jobs.
In the event that E. L. Yeager Construction Company, Inc.
should be successful bidders on any State Highway projects,
we agree to make available to the company $1,000,000 as
required during the life of the contracts.
This letter is signed with the understanding that it is a
special form of letter of credit to be used by the Department
of Public Works only for the purpose of determining the finan-
cial resources of said contractor available for use in
performing work under contracts which may be awarded to him
by the Department during the term of his prequalifications.
This is to remain in effect until further notice to your
Department, or one year from date.
o ry truly yours,
John J. McDonau h
g
Vice President
JJMcD.jf
�I
rDepartment of Public Works
P.O. Box 1139
Sacramento, California 95405
Attention of Disbursing Officer
-1
STATE OF CALIFORNIA
GENERAL STATEAfENT OF BANK CREDIT
Gentlemen:
In connection with the prequalification of
•
December 22, 1971
— ---°--°-------- -
(Date)
E, Lt -. YEAGER CONSTRUCTION COMPANY, INC, , a contractor
(Name of Contractor)
under Sections 14310 et seq. of the Govemment Code to perform contracts with the Departments of the State
1 of California, we hereby declare that said contractor has been extended an unqualified line of credit in a total
amount not exceeding $_1,000,000;00, — and that such credit will not be withdrawn or reduced without
' notice to the Department of Public Works.*
This letter is signed with the understanding that it is a document to be used by the
' Please check the appropriate department(s)
® Department of Public Works
❑ Department of General Services
' Department of Water Resources
only for the purpose of determining the financial resources of said contractor available for use in performing .
work under contracts which may be awarded to him by the departments during the term of his prequalification.
L CLI TX._PAO Fir NAU-QNAL-.0A1K—..._.-
(Nvm, of 11=k)
3800 Main Street(P. 0. Box 712)
i rsidj, —Ca. teaaRU1 4382 -
ack .Williams
Vicc -11- -c. a Id ent...and
(Titbl
' * fhtuttun•ut of Puhlic Winks acts as axeot for dw other dcrartr wub in proceaunq the Prequalificauon Statements. _
' 1
PLF.: \Sli NOTE: 7•lu• aixtvc form ma}• be ua•d to ;tuGmt•nt your \1'url.igG Capital :urd rYnnplvtcd by your bank,
or if they, pn•fer, one with substantially the same provisions may be issued on their own letterhead .
1
i
i . ' . -. - . • ®ate >
STATE OF CALIFORNIA
PLEASE CK THE DEPARTIIENT(S) WITHW3ICH
YOU WISH 1 ESTABLISH A PREQUALIFICATIOW ATING.
� DEPARTMENT OF
GENERAL SERVICES
BUILDING CONSTRUCTION
(1) if you are a General Contractor interested in
bidding on all types of building construction,
mark cross after "All Classes of Construction"
only.
(2) If you are interested in contracting direct with
the State for certain types of work only, mark
cross in the column provided after the partic-
ular types of work on which you wish to bid.
TYPE OF WORK
MARK
WITH
(x)
1 All Classes of Construction
X
2 Excavating and Grading
3 Concrete
4 Masonry
5 Structural Steel
6 Steel and Miscellaneous Iron
7 Sheet Metal
8 Roofing
9 Lathing and Plastering
10 Painting and Decorating
11 Floor Covering
12 Elevator
13 Plumbing
14 Heating and Ventilating
15 Air Conditioning
16 Boiler and Equipment
17 Electrical
18 Laboratory Equipment
19 Well Drilling
20 Landscaping
21
22
[2l
Q DEPARTMENT OF
PUBLIC WORKS
HIGHWAY CONSTRUCTION
(1) If you are a General Contractor interested in
bidding on'alltypes of highway construction, .
mark cross after Ail Classes of Construction
only.
(2) I f you are interested in contracting direct with
the State for certain types of work only, mark
cross in the column provided after the partic-
ular types of work on which you wish to bid.
TYPE OF WORK
MARK
WITH
(x)
1 All Classes of Construction
X
2 Grading and Paving
3 Grading
4 Paving, Portland Cement Concrete
5 Paving, Asphalt Concrete
6 Bridges
7 Traffic Signals and Lighting
---& —Erosion Control an
Roadside Development
9 Roadside Rest
10
11
12
13
14
15
16
17
18
19
20
21
22
1.
1) I
J
1 .
r.
r
r
1
1
i
�r
rJ
r
r
1
9
A
STATE OF CALIFORNIA
PLEASE CIIECK THE DEPARTMENT(S) WITII WHICH
YOU WISH TO ESTABLISH A PREQUALIFICATION RATING.
DEPARTMENT OF WATER RESOURCES
General Contracting —Heavy
'Other Contractors
TYPE OF WORK
MARE:
WITH
txi
D
E
S
I
G
N
M
A
N
U
A
C
T
U
R
E
GENERAL
CATEGORY
1 All Classes of Construction
X
2 Clearing and Grubbing
3 Excavation
4 Tunnel
5 Levee and Flood Control
6 Sewer and Water Lines
7 Road Work
Complete Questionnaire
Page 7
8 Bridge
0 Grading and Paving
Electrical
10 Pipeline
11 Marine
1 Motors and Generators
Building Construction
2 Transformers
3 Power Circuit Breakers
1 General
4 Switchgear
2 Structural
5 Control Boards
3 Electrical
6 Cables 230KV
4 Mechanical
7 Station Batteries
5
Is
Drilling
Mechanical
1 Diamond Core
1 Pumps
2 ells
2 Turbines
3 FWoundations
3 Governors
4
4 Gates
5 Valves
6 Cranes and Gantries
7
Electronic— Complete
Page 7
• Other C.ntmctnm arc contract.. that design, manufacture and /or fabricate equipment off-site and instaa it at the inbsite under "furnish
and instaa" contrac4
f31
' CONTRACT(*S STATEMENT OF IWPERIENCE
[n A Corporation
NAME ----- E.-- L_- YEAGER CONSTRUCTION - COMPANY, INC: -- - - - - - -- - - -�❑ ACo- partnership°
(Name Most Correspond with Contractors Liceme in Every Detail) ❑ An Individual
PRINCIPAL OFFICE .__P O Box 87,- Riverside, California -92502 - -- _ -- - -- [j Combination
•
., (Street or P.O. Box) (City) (State) (Zip Code)
The signatory of this questionnaire guarantees the truth and accuracy of all statements and of all answers to
interrogatories hereinafter made
1 I. Are you licensed as a Contractor
to do in California ? --- Yes License No .... 140069 Type _ A _
2. How many years has your organization been in business as a contractor under your present business name? ------- ---
__.
18 -1/4 Years
3. How many years experience i>L_.— Gene - rill----------- --__._ ---------------------------- construction work has your organization had:
(Type)
(a) As a general contractor?-- As above --- _---- _-- -_ - - -- . - -_ (b) As a subcontractor? ---- .__As --- above__---- __---- --------------
4. Show the projects your organization has completed during at least the last five years in the following tabulation:
To assure maximum consideration for your prequalification rating, be specific as to the nature of the work your firm actually performed
YEAR
TYPE OF WORK
(See pages P. and 3)
(Give kind of pavement)
VALVE OF WORK
PERFORMED
LOCATION OF WORK
FOR WHOM PERFORMED
__ _____________
-----------------------------------------
--- --- - - ----
------ -------
---- ---- --- --
---------------
--••------ -----
- -- ------ ---
- ----- --------
•-- ------ ---
-
- -- -- --- --- - --
---- -- -- -----
---- ------- ---
--------------------
--- -------- ---
-- --- - --- - --
-------------
- -------- - --------
-
- -- -
------ -- -- -- --
----- ______--------------------------- — _ ------
__________ __ - -__ -.
-- ---------- ---- - -- - -- --- ---- ---- -- --- --
--------------- --- -----•--- ------ -- -- ----- -----
------- ---- --- -- ----- ----- - ---- -- ---- ----•-
-------------- ------- -- ---- ----- ----- - ----• -
------------- -•- ------- ------- -- ----- - -- - ---
----- --- --- - --- - --- -- ------ -•---- -- ----
------ ----- ---- ------ -- ----- --- - ---- - - ----
--- -- ------• --- ------- ------ ---- -- --- --•---
------•-------- ------ ---------- ------ ----- - --
--- ---- --- - - - -- -- --- ----- -- --- -- -- ---- ---
---- --- --- - ----- - -- --- --- ----------- --- ---
------- -- --- --------- --- •-- --- ---- ---
--------- ----- ---- --- --•----- -----------
------- -------- --- •----- ---- ---- ------
--------- -- --------- - ----- -----• -------- --•
--- -- -- -- --- --- - ------ - ---•----- - - - - --
--- --- ---- --- --- ----- ------- --- --- -- - - - ---
-------------------- - ----- •----- -- -- --
•-- ---- •---- -- ---- - - - -- -------------- -
-- --- --- ------ ----- ------------- - -- --
- - - --- --- - - ---• --- -- ----------
------------•- --- ----- ------ --------------- --
-------- . --------- .-----------
____________________
-- - ----- S the du 1 e- - - - - - --
----------- --- --- -•----- - ---
-- -- ---- •--- -------- ---- -----
---- ------- ----- ------- -----
------ --- ------ --- -- -- --- ---
---- ---- ------ - ----• - ------
--- ----- ------------ - --- ---
- ------• -- ------ ------- ------
------------------- ---' --------
----- --- ----------- -•-- ------
--------------------------- •--
-- -- --- -I----- ---- --- - ----
--------- -- --- -•- -- - -- ------
-- ------------------------------
---- -------•----- -- ---•-•-- --
-- -- -- ---- ------ ---•--------
- ----- ----- ------•----- -- ----
--- --- --------------------------------
------ ---- -- - - -- ----------- -
- ---- -- --------- ---- -•--- ---
---- ----------- -- ----------
-------- ---------- -- ---- -- - ---
_______ _._______________________ -----
— -
•--- ---- -- ------ -- •---------- - -----
- ------- ----- ------- ---- --------- ---
------ -- -- --------•--------- --- ---- --
-- -•---- ----- ---- ------- -- --- •- -- - ---
- -- -- --- -- ---- ------ •------ -----
-- -- ----• - --- - --- ------------ ------------------
-- ---- -- ---- ---- ---- ----- --- ------------------------------
------- ------ -------- -- -- -- ----- ----
----- ------- ------ - - ---- ---- - -----
------- -•------------------- -----•- --
- --- ----.. --- ----- •------ --- .......
-----•- ---------- -- ------ --- ----- -- ---
------ ----- ---- -----------
--------------- ------------- -- -----
-- ---- - ---- -- --- ------ ---- -- ----
-- -- - -- -••- ---- --- - --- ------ -- --••--
------- ---------------------
----- ------ ---- --- --- ----- -•- - ------
------ -- -- ---- --- -- ------ --- - - --- --
-- - --- --- -•--- -- -- -------- ---- -- ----
----------------- -•- --- - -- -- -- -••
---------------- . -------------- .-------------
.
- --- -- ---- --------------------
--- ---- ----- ----- •- --- ------ -- ----- - - - ---
- ---- --- ---- ------ -- --- •----- -- -- -•----
--••--- - --- - •---- --- --------------------
-------•-----------•-----------•------------
-- ------ --- -- - -- ---• •--•-- - -----
-----------------
----------------------------------
--------•---------•-------------------------
-------•- -- •-- --- ---- ----------------------
•- --- ------- -- - ----_ -- - - -- --- ----- - - -•- --
----------- -- ------ -- ----- ---- ---- - - - ----
------------------- ------ - -- --- - - -- -
----------•-•-------------------------------
---------- ------ ----- ••------ ---- ---•---- --
- -- --- -- ----- -- -- -- ------ ------ --• -- -- --
--•-- ---- - - ----° --- ---- -- --••- -- --
-----------
------ ------ --------- ---•----------------•-
----- ------ ---- --------------- -- -- -------
-------------------
5. Have you or your organization, or any officer or partner thereof, failed to complete a contract ?__No _If so, give details
' • Fos eo- panaeraWps, show the exact name style of the firm. indicate whether a "genre' or '%mite&" parbership, anal list We names of all pashas. .
For combinations, show the exact name style of the combination, and list the names of all members or Panama thereof.
Appropriate affidavit or affidavit, on pages 13 and 14 must be completed and esecufed.
IJ
' Wbere prequalifieation is based on a cmabiastion of several orgatixslions, show the experience, equipment, and fit asial resources of the eanbined orgsdaatlom. .
[41
LOCATION OF WORK ANll
CONTRACT AMOUNT FOR WHOM PERFORMED.
227,000.00 State of Calif-
Palm Drive
470,000.00 County of Riverside
Martin Street.
468,000.00 City of Colton "N" St.
11111 , 000.00 State of Calif -Palm Dr.
89,000.00 City of Riverside
Olivewood.
66,700.00 County of Riverside
Mission
11881,000.00 Arizona Highway Dept
State.
1,992,000.00 J.F. Shea Co., Inc
Dept. of Water Resource:
135,000.00 Stearns - Rogers
Hydro Conduit
4,982,000.00 County of San Luis
Obispo. Lopez Dam
7,117,385.00 State of California
Seeley
19,000,000.00 State of California
Cajon
471,000.00 Corps of Engineers
Norton Air Force Base
'WEAR
,TYPE OF WORK
967
Grading & Paving
967
Grading & Paving
967
Grade - Struct- Paving
967
Grade - Struct- Paving
1967
Grade - Struct- Paving
1967
Grading
& Paving
1967
Concrete Paving
1967
Grading & Paving
1967
Grading
4967
Grading
967
Grade- Strut- Paving
1967
Grade- Struct- Paving
3.967
Concrete Paving
1
LOCATION OF WORK ANll
CONTRACT AMOUNT FOR WHOM PERFORMED.
227,000.00 State of Calif-
Palm Drive
470,000.00 County of Riverside
Martin Street.
468,000.00 City of Colton "N" St.
11111 , 000.00 State of Calif -Palm Dr.
89,000.00 City of Riverside
Olivewood.
66,700.00 County of Riverside
Mission
11881,000.00 Arizona Highway Dept
State.
1,992,000.00 J.F. Shea Co., Inc
Dept. of Water Resource:
135,000.00 Stearns - Rogers
Hydro Conduit
4,982,000.00 County of San Luis
Obispo. Lopez Dam
7,117,385.00 State of California
Seeley
19,000,000.00 State of California
Cajon
471,000.00 Corps of Engineers
Norton Air Force Base
•
1968 Paving
' 1968 Grading- Concrete - Paving
1968 Grading- Concrete - Paving
1968 Grading - Concrete- Paving
' 1968 Grading - Paving
CONTRACT AMOUNT •
8,055,000.00
756,000.00
3,080,000.00
9,378,000.00
346,000.00
360,000.00
616,000.00
3,082,000.00
308,000.00
33,800.00
33,400.00
106,800.00
LOCATION OF WORK ANDS
FOR WHOM PERFORMED.
Corps of Engineers
Mojave Dam
County of San Luis Obis
Lopez Dam #2
State of California
Banning Freeway
State of California
Pomona Freeway
County of Riverside
Van Buren
County of San Bernardino
Lenwood Dist.
State of California
Devore -San Bernardino
State of California
1000 Palms
Coachella Valley
Water District
City of Palm Springs
Assessment Dist. #97
City of Ontario
Resurface Streets
City of Riverside
Main Street
20,100.00 City of Beaumont
First Street
22,500.00 City of Victorville
Various Streets
82,600.00
County of San Bernardii
Sugarloaf 1911 Act.
,
�AR
TYPE` OF WORK
1968
Grading- Concrete
1968
Grading- Concrete
1968
Grade - Struct- Paving
1968
Grade - Struct- Paving
968
Grade - Struct- Paving
k968
Grading- Concrete - Paving
k968
Grading- Paving
1968
Grade - Struct- Paving
1968
Grading
1968
Grading- Concrete - Paving
•
1968 Paving
' 1968 Grading- Concrete - Paving
1968 Grading- Concrete - Paving
1968 Grading - Concrete- Paving
' 1968 Grading - Paving
CONTRACT AMOUNT •
8,055,000.00
756,000.00
3,080,000.00
9,378,000.00
346,000.00
360,000.00
616,000.00
3,082,000.00
308,000.00
33,800.00
33,400.00
106,800.00
LOCATION OF WORK ANDS
FOR WHOM PERFORMED.
Corps of Engineers
Mojave Dam
County of San Luis Obis
Lopez Dam #2
State of California
Banning Freeway
State of California
Pomona Freeway
County of Riverside
Van Buren
County of San Bernardino
Lenwood Dist.
State of California
Devore -San Bernardino
State of California
1000 Palms
Coachella Valley
Water District
City of Palm Springs
Assessment Dist. #97
City of Ontario
Resurface Streets
City of Riverside
Main Street
20,100.00 City of Beaumont
First Street
22,500.00 City of Victorville
Various Streets
82,600.00
County of San Bernardii
Sugarloaf 1911 Act.
YEAR
.1969
1969
1969
1969
1969.
1969
' 1969
�. 1969
' 1969
' 1969
1969
1969
' 1969
TYPE OF WORK:. CONTRACT AMf&T LOCATION OF WORK ;
FOR WHOM PERFORME1
Grading - Paving
17,511.00
City of Redlands
_ Tennessee Street
Grading- Concrete- Paving
182,100.00
City of Riverside
Chicago Ave Wideni
Grading- Concrete - Paving
165,000.00
City of Victorvill
Various Streets
Grading- Concrete - Paving
36,854.00
City of Palm Snrin
Assessment Dist. 9
Grading - Concrete- Paving
119,758.00
County of San Bern
Baseline Avenue
Grading- Concrete - Paving
107,868.00
City of,Riverside
Central Avenue
Grading- Concrete - Paving
279853.00
County of Riversid
Tilton Avenue
Grading- Concrete- Paving
48,490.00,
City of Perris
"D" St $ Perris B1
Grading- Structure - Paving
506000000.00
State of Californi
Essex
Grading -Rip Rap- Paving
1,2581000.00
State of Californi
Piru
Grading - Channel - Paving
173,668.00
San Bernardino Co.
Flood Control Dis
Cypress
Grading- Structure - Paving
479,000.00
State of Californi
Thermal, Californi.
Grading- Paving
2560000.00
State of Californi.
Mountain Center
I
•
•
LOCATION OF WORK AND
TYPE OF WORK
CONTRACT AMOUNT
FOR WHOM PERFORMED
Grading- Concrete - Paving
83;097.00
City of Fontana.
Assessment Dist. 9
Grading - Concrete- Paving
16,062,00
City of Palm Springs
Andreas Street
Grading- Paving
101960.00
County of San Bdno
BarstOW- Adelanto
Grading - Structure - Paving
1,388,920.00
State of California
Beaumont
Grading- Paving
60,497.00
County of Riverside
Agua Mansa Road
Grading
409,990.00
Coachella Valley Co.
Water District
Grading- Paving
14,180.00
City of Palm Springs
Tamarisk Road
Grading
66,506.00
State of California
San Timoteo Creek
Grading
268,554.00
State of California
Bonnie Canyon
Grading- Structure - Paving
110693,074.00
State of California
Mountain Springs
Grading - Structure- Paving
2,759,064.00
State of California
Little Lake
Grading- Structure - Paving
3,350,980.00
State of California
Ontario Widening
Grading- Structure - Paving
2,061,261.00
State of California
Cabazon
Grading - Structure- Paving
673,863.00
County of Riverside
San Sevaine
Grading- Structure - Paving
147,282.00
Colton Industrial P
Grading- Structure- Paving
2,472,076.41
State of California
Victorville
Paving
210,640.00
State of California
Various locations
Paving
914,314.00
State of California
Various locations
Grading- Concrete - Paving
511,347.00
State of California
Apple Valley
i
YEAR . TYPE OF WORK
1970 Grading- Structure - Paving
' 1970 Grading- Concrete - Paving
1970 Paving
CONTRACT AM90T
252,484.00
68,508.00
123,563.00
295,320.00
e L__
LOCATION OF WORK AND
FOR WHOM PERFORMED
State of California
Big Bear
State of California
Montclair
City of Riverside
Various locations
City of Colton
Redevelopment
1971 Grading & Paving
I
CONTP.AC&OUNT
177,624.00
83,500.00
-.34,100.00
121,908.00
327,105.00
740,923.00
137,838.00
73,411.00
122,650.00
60,237.00
204,089.00
LOCATION OF WOPY. AND
FOR WHOM PERFOR "!ED
County of Riverside
Dillon Road
City of Palm Springs
Bogie Road
City of Redlands
Bellevue Avenue.
County of San Bernardi
Chino Airport
City of Riverside
Lime Street
Coachella Valley Count
Hater District
State of California
Indian Avenue
State of California
Highway 18, Victorvill
State of California
Redlands
Riverside Co. Flood Di
Rathke Channel
U. S. Navy
29 Palms
1971
Grading,
Concrete & Paving
' •
YEAR
TYPE OF
WORK •
1971
Grading
& Paving
'
1971
Grading
& Paving
1971
Grading
& Paving
1971'
Grading
& Paving
1971
Drainage
& Alignment
1971 Grading & Paving
I
CONTP.AC&OUNT
177,624.00
83,500.00
-.34,100.00
121,908.00
327,105.00
740,923.00
137,838.00
73,411.00
122,650.00
60,237.00
204,089.00
LOCATION OF WOPY. AND
FOR WHOM PERFOR "!ED
County of Riverside
Dillon Road
City of Palm Springs
Bogie Road
City of Redlands
Bellevue Avenue.
County of San Bernardi
Chino Airport
City of Riverside
Lime Street
Coachella Valley Count
Hater District
State of California
Indian Avenue
State of California
Highway 18, Victorvill
State of California
Redlands
Riverside Co. Flood Di
Rathke Channel
U. S. Navy
29 Palms
1971
Grading,
Concrete & Paving
1971
Excavating
Channel & Rip Rap
'
1971
Concrete
Bridge
1971
Drainage
& Alignment
'
1971
Guardrail
'
1971
Grading,
Concrete Paving
1971 Grading & Paving
I
CONTP.AC&OUNT
177,624.00
83,500.00
-.34,100.00
121,908.00
327,105.00
740,923.00
137,838.00
73,411.00
122,650.00
60,237.00
204,089.00
LOCATION OF WOPY. AND
FOR WHOM PERFOR "!ED
County of Riverside
Dillon Road
City of Palm Springs
Bogie Road
City of Redlands
Bellevue Avenue.
County of San Bernardi
Chino Airport
City of Riverside
Lime Street
Coachella Valley Count
Hater District
State of California
Indian Avenue
State of California
Highway 18, Victorvill
State of California
Redlands
Riverside Co. Flood Di
Rathke Channel
U. S. Navy
29 Palms
I1
W
W
o
o
I
n N n J
N
.�{
O
J
C
p
RJ
O
o
O.
N
P
lPA
N r "m�pVV
P
-�
V
92222224
Imil
d
W O P� D w O N W l n
O
V O
O
yb 0 0 0 0 O O
-
P
P
Pln NCO to m -m
y
O
N
O
J
d m
W
6
d
�
N
n
R
b
6 -eJi mP Wt W -C
W
d
N
p
W
O
b
V
Ip �pN W O V-
P
Z
d
J
i
c
R
m
d N
R
P
6
n
F
$
J
N
b
v
�
O
P
w
P
V
J
ZZm
y b
m
P
N
N 11
�
W
P
R
1
b
C
�
m
R
N
II
it
o
�
_
P
m
F
o
towommrt
Io
w
V .1
V
Ip
O
WO -V t -W Pr
b
O
m -
!
mD�yynnm DD DD DD
v
-i
ry N n S J J J? J
L J J S S d d d d d b
3 n
D
y
P
D
m
O
O
V
F
W
m
N
N
W
p
2
yl
2
O
0
% R d N J J J J J J
lA
V
W
r
I=n
n
a< d J R n R n n n
0
2
d
d d 6 R
J N
m
O
w
v
m
y
m O O O O O
a
IO
m
N
W
W
m d
m
N
()
W W m� V V
Z
WIpN
V:
W— �bWwwIOV
ObVIw
R
ldc-
r
le
W
u
tOwO mIe -mot
u
10
v
v
t
P
O
N
WO —Vt —w Pte'
b
b
m
I1
I
I1
1.
N
W
W
P
I
w
N
-
O
J
p
V
O
o
I
I1
1.
N
b
P
I
w
N
J
p
V
O
o
N
P
lPA
N r "m�pVV
P
FS
•1 D
w
W
N�
W O P� D w O N W l n
O
V O
O
W b=
-
P
P
Pln NCO to m -m
V
V
ID
W
P
W
mP trO -tP�O
P
-'�
N
A
W
N
p
W
O
b
V
Ip �pN W O V-
P
Z
t
P
a
v
�
O
P
w
P
V
J
ZZm
y b
m
P
N
N 11
10
W
P
1
N
W N
O W m 0 W� V I n P lmi II N VVi N
W P N P P w VI F O N 10 . t
m O O P O N N m O N V P O
+n
V 1 N
F W P
P P O P N m V 1 p R P m 0
N
T
T
m
9
W
0
N
b
P
I
N
os
p
V
O
N
Intl
C
m
m
V O
O
W b=
1 G y
V D
Ip V
P
�r
Ip Ip
v
C
?roperties Owned by E.Aeager Construction Co., c. Page 2.
' (continued)
7.
Sone -Dak Property, 37 Acres on La Sierra
Road below Lake Mathews, DG Pit and
Terraced Lots, road graded and paved,
water stock with property, $2,000 /Acre
74,000.00 .
8.
Lubrication Building, 75' x 80', all
underground, complete
70,000.00`
9.
Shop Maintenance Building, 40' x 175'
with 10 ton craneway and 5 ton craneway
70,000.00''
10.
27 Acre Site,, adjacent to freeway
Whitewater --
27,000.00
11.
Partridge Pits
Thousand Palms Rock and Sand Pit 80.9 Acres
50,000.00
12.
Main Yard Areas, Agua Mansa and Market St.
West of Agua Mansa) 30.19 Acres Complete
300,000.00
East of Agua Mansa)
13.
Welding.Building 40' x 100' with craneway,
'
lighting, complete
30,000.00 _!
14.
E1 Cajon - Mt..Ararat
20% - 115 Acres
35,000.00
'
15.
V2ctoreslle Rock -Sand Pit & Plant Site
1Hemet
20,000.00
16.
- Daniels DG Rock Pit & Plant Site
42 Acres
45,000.00
1
$1,051,694.00
IBOHR & MUMPER l ealE m DONALD W. OHR. M. A. 1. ARTHUR P. MUMPER, C. P, M.
if .,f Imo, ` TELEPHONE (714) 6860639
.'
e, �,,�.. -.._N �.�.,. V.� „�_ _ 3590 FOURTEENTH STREET
1. :. RIVERSIDE, CALIFORNIA 92501
November 2, 1971
E. L. Yeager Construction Co., Inc.
P. O. Box 87
Riverside, California 92502
Gentlemen:
Pursuant to your request, I have reviewed, once again as
of this date, my previous investigations of certain holdings of the
E. L. Yeager Construction Co., Inc., E. L. Yeager Co., Palm Avenue
Co. and Yeager Brothers and related ownerships, in order to deter=
mine the approximate market value of these holdings as of September
30, 1971.
,1
As in previous years, I have not checked for proper title
vesting, nor for liens or encumbrances, but have given appraisal
procedures; such as location, age and condition of the improvements,
zoning, present market conditions, the highest and best usage of the
land involved, the availability of financing, and other pertinent
factors.
Subject properties so reviewed and investigated, and
owned by the E. L. Yeager Construction Co., Inc. are as follows:
1. 62.87 Acres, Agua Mansa Road
Leased on Royalty $2,200.00 per acre
2. Quarry Site, Mountain View and Fremont
4 Acres (Bailey Lands)
3. Shop Buildings, Agua Mansa Road
9,000 sq. ft. with railroad spur,
fenced, paved
4.' Office Building, Agua Mansa Road
6,240 sq. ft. landscaped, paved, fenced.
Engineering addition 4,888 sq. ft.
Estimating addition •2,050 sq. ft.
5. Martin Quarry Site, Mountain View
and Fremont, 5-acres ($5,000.00 /acre)
6. Watchnan's ?-louse, landscaped, fenced,
paved, air conditioned
$138,314.00
4,000.00,
45,000.00
114,380.00
25,000.00:.
4,000,00
$1,141,720.00
Page 3.
•
PROPERTIES OWNED BY E. L. YEAGER
CO.
.
1.
Riverside Industrial Park, 1/3 Armstrong
163 acres @ $4,200.00 /Acre $227,970.00
2.
Barstow Industrial Land, 20 Acres
40,000.00
'
3.
Desert Cove (Palm Springs) 7 1/2 Acres
@ $4,000.00 /Acre
30,000.00
'
4.
Glenhaven near Central 1/2 Interest
2 Developed Lots
12,000.00
6 Acres Improved @ $10,000.00 /Acre
30,000.00
.'
5.
25 Acres (Hendrick Ranch) Sunnymead
complete graded @ $4,000.00 /Acre
100,000.00
6.
10 Acres (Firsick) Sunnymead @ $9.000.00/.
Acre
90,000.00.
'
7.
54 Acres Sunnymead, 1/8 Interest
20 Acres C -2 34 Acres R -1 $9,000 /Acre
60050.00
8.
10 Acres Arlington and Grand @ $7,500/
Acre
75,000.00
9.
25 Acres Lenwood @ $2,000 /Acre.
501000.00
10.
Riverside Haven 6 1/48 + 200 Acres
65,000.00
11.
20 Acres DG Pit, Center Street, Highgrove
20,000.00
12.
.Yeager Industrial Lot, Hunter Park Lot 3
'
1 Developed Acre Site
35,000.00
13.
Palm Springs Land, Chino Palms
' .
Industrial Tract,-6 completely improved
lots
130,000.00
14.
Adams Street Properties, adjacent to
railroad tracks, 15 Acres 108 Interest
24,000.00
15.
Fontana Industrial Property 4.51 Acres
'
1/4 Interest
6,000.00
16.
West Palm Springs, 42 Acres
'
Owned in KBY settlement
84,000.00.
17.
Golding Property, 25 Acres @ $6,000 /Acre
White Gate Area 88 Interest
12,000.00
_
18.
Stalcup Property, 5 Acres, Sunnymead
50,000.00
$1,141,720.00
2.
' 3.
4.
6.
1 7.
PROPERTY OWN18 BY: Yeager's as Indivicls
Yeager Brothers
Palm Avenue Company
Lenwood, 55 Acres @ $2,000 /Acre
Jasmine Industrial, Lots 25 & 26 Blk. 19_
508 Interest
1 Acre Industrial, Rivera
Riverside Old Fairgrounds, 30 Acres
Improved @ $18,000 /Acre
Goslin Tire Co., Land and Buildings,
4 Acres and Buildings, 508 Interest
Laguna Beach House on 3 Lots, Ocean Front
Idyllwild,.Old Golf Course and Buildings,
Club House, 27 Acres
' 8. 20 Acres R -3 Zone, Third and Chicago
308 Interest $40,000 /Acre
9. Lot 19, Silver Spur Ranch
10. Yucaipa Property, 15 Acres @ $1,500 /Acre
' 11. Grant's Service Center, 10,000 sq.ft. on
Lot 4, Hunter Industrial Park w /Southern
Pacific RR
' Additional .6 acres rear for expansion
12. Rubidoux Blvd. 3.56 acres, Improved
' 13. Allstate Insurance Service Center
10,500 sq.ft. complete, developed
' 14. Tract #3998 - completely developed
C -2 Lots, adjacent to fairgrounds & Allstate
Lots 1 & 2 $150,000.00
Lot 11 1 50,000.00
Lot 4 thru 10 70,000.00
15. Rubidoux Blvd, 22.3 Acres, Improved
16. Peel Property (behind Goslins' adjacent to
' Item 12, 5 acres
' Respectfully,
Donald W. Bohr, M.A.I.
i
Page 4.
$110,000.00
4,000.00
9,000.00
540,000.00
65,000.00
240,000.00
200,000.00
204,000.00
5,000.00
22,500.00
160,000.00
35,000.00
325,000.00
270,000.00
22,300.00
40,000.00
$2,251,800.00
j c,+ n1i o lu
P.O. BOX 351 • BOO EAST LA.CADENA DRIVE
RIVERSIDE, CALIFORNIA 92502
AREA CODE 714 PHONE 686-4560
CATERPILLAR
December 23, 1971
To Whom it May Concern:
Attached is a list of equipment owned or being
purchased on conditional sales contracts by
E. L. Yeager Construction Co., Inc.
From our knowledge of the market and the
condition of the equipment, we believe these
estimates are representative of today's retail
market, and the replacement value would be
approximately $14,404,645.00.
This appraisal is given without cost or liability
on our part.
V Y zy Yours ,
A/_
6845360 Z P. O. BOX $7
ENGINEERS and CONSTRUCTORS
.. RIYERSIDE. CALIF. 92502
September 30, 1971
■1
F'
I
I'
I,
CURRENT MARKET VALUES
Office Equipment
Asphalt Plant nl -
Barstow
Asphalt Plant #3 -
1000 Palms
Asphalt Plant #4 -
Riverside
Asphalt Plant #5
Riverside
Asphalt Plant #6 -
Ludlow
Asphalt Plant #7 -
Victorville
Asphalt Plant #8 -
Fontana
Cememt Treated Base
Plant- Pioneer
Cement Treated Base
plant
Crushing Plant
Crushing Plant
Crushing Plant
Crushing & Base Plants
Screening Plant -
Sand - Fontana
Automobiles
Pickups 1/2 Ton
Dump Trucks 5 - 8
CY
Dump Trucks 11- 12
CY
Tractors
Flatracks
Water Trucks
Trailers
Grease Trucks & Welders
'
Rock Trucks
Cranes - Gradalls
Blades
Tractors
Scrapers
Loaders
Pavers
Rollers
Generators
Uelders
Buckets
Scrapers- Dozers -
etc.
Co.npresGors
Pumps
Generators
Shop Cranes
51,915.00
80,000.00 .
90,000.00
- -- 130,000.00,
85,000.00
230,000.00
200,000.00
310,000.00
55,000.00
80,000.00
120,000.00
260,000.00
105,000.00
235,000.00
25,000.00
110,950.00
68,600.00
72,200.00
289,800.00
265,200.00
87,700.00
60,400.00
200,300.00
84,100.00
433,000.00
685,500.00 .
1,036,000.00
2,408,000.00
3,057,500.00
904,500.00
124,000.00
439,000.00
74,500.00
13,700.00
23,000.00
117,400.00
73,700.00
156,500.00
268,000.00
27,100.00
4)684-5360 . . P. 0. BOX 87,
� �����3 �•�s`1� "�`�3f��'��I �� �� C�'.7SJ��:i�.1Ki� II�7�
ENGINEERS and CONSTRUCTO2S
- RIVERSIDE. CALIF. 12S02 - f
i
September 20, 1971
CURRENT MATKET VALUES - continued Page 2,
Water Tanks
Saws
Hammers
Slopers - Dozers
Pickups 3/4 Ton
Concrete Equipment
Compactors
Dump Trailers
Water Tanks
Pickups 1/2 Ton
Scales
Beacons
Vans & Office Trailers
Batch Plant & Water Chiller
Miscellaneous Equipment & Materials
344,000.00
800.00
17,480.00
25,500.00
56,300.00
46,700.00
19,600.00
84,000.00
49,000.00
73,400.00
139,000.00
4,200.00
62,200.00
35,000.00
309,900.00
$14,404,645.00
6. If you have a controlling
in any firms presently prequalified wilAe State of California, show flames thereof
7. In what other lines of business are you financially interested?
,. - -_� _ —None -- - - - -:� -- • - - - - --
8. Name the persons with whom you have been associated in business as partners or business associates in each of the
last five years .__._____ ----- __-- _E__L- .Yeager- Company, ... Riverslde _,___California ------ --- ----------
—
Karl -e r- Corpo ra t i on, - -S_an _Bern ---- -- � California _ ---
Gordon__Ball,_Danvllle California
— - - ------ ----- ---- -- ------ - - ---
) 3.__Stringfel_ low. Riverside_, California --- - -__ -,
9. What is the construction experience of the principal individuals of your present organization?
INDIVIDUAL'S NAME
PRESENT POSITION OR
OFFICE IN YOUR
ORGANIZATION
YEARS OF
CONSTRUCTION
EXPERIENCE
-
MAGNITUDE AND TYPE OF WORK
IN WHAT
CAPACITY
'1= Yeager-- --- ----- - - - - --
i?res i.dent- -- _-_- - --
-- -- -- 24- -- - --
General-- contractor- -------- --- ------
-Manager------- --
B' Q'- �t- 1be_rt------- --- --------
Vice__P_ s-ident------..
Z-1-----------------
� ��-- --••-- --- ------- -------- -------
II----------•----
fi _F_- _Xeager
Vice President
23
n u
n
A•__A.- _.Yeager
Treas_ure.r
0
If II
------------------------------------------------
„
.la_.W_._.P.owers
Secretary
45
-- --------- ---- --- - ---- ---------------------
-----------------------
E C------ ----- -- -- -- - --
Lbai.rman_of --- the-
------ --- ---------
- - -- ----- --- -- --- ------- - - - - -- - --- -- --- ---- --- •• --
-----I------------------
Hoard -
49
If - •--••--- --- •--•----•------------ -------
-SuPerxi.sory_
10. List construction equipment owned by you in the following tabulation. It is preferred that like items be grouped as a
single item but items may be detailed. Also, a separate schedule may be attached if desired.
-
VANEVAN-
DESCRIPCION, NAME AND CAPACITY OF ITEMS
PURCHASE
PRICE
DEPRECIATION
CHARGED OFF
HOOK
VALUE
__
— ---------------------------------------------------------------------------------------------
-------
- ---------
- -------
----------
- -- - -- ---
------------------------------------------------
-- - - - ----
----------
--
----------
- -------
•--- ------
----------
----------
•-•- --- ---
- ---------
- -------
.........
----------
________________________________________________________________ ______ ____ _________ _------------------------------------------------------------
____________
-- ------ --------- Scfiedule
- ---------------------------- ---------- ------------------- -- --- -- ------
-------- --•-------------------------------------------------- --------- ------ ---------- - -----
----------------------------------------------------------------- -- ------------ ----- ---- ---- --
------------------------------------------------------------- --------------- --- ---------- -•-
---------------------•----------------------------- --- ------- ---- --- --- ----- -•- --- ------- -- --
-- --- ---------------- ------- --• ------------- ------- ---
------------------------------------------------------------------ -- -- -------- ------- ---- --••--
--------•-----------------------------------------•- ------------ -------------- ---- ---- ------
-- ------- -------•------- ------------ ----- -- ---------- -- ----------- --- --- --------- ----- ------
------- ------- ----------------- - - - - -- ------------- --- --- ----- -------- --------- -- - -- -------
---------•-------------------•-------- ---- ----•-- ----- -- ------------- - --- •---•--- ------------
--------- --- ------------------------------------------------- --•--------- --------------- -- --
-------- ---------------------- ..---------------------------------------------------------------------------------------------------------------
-- ---• -- ------- -- ---- ----------------- -------------------- -- •- -- ---- ----------- --- --------
---•----- ---------•--•-------------•--------------------------- --- --------- -- ---------- --- ----
-------------- ------------------- - ----------------------•--- ----------------- --------------
----------------------------•----------------------- ------------------- ------------ -----------
-- ------- ---•------------------------------------------------ ---------- ---•----------- - ------
----------------------------------------------------------°- --- ------- --- --- ---- -I------- ---
---- ___ --------- _-------
---------- -- --- ---------
-- -------- ---- --- -• - ---
- ----- --- ---- -- ------- --
- --- --- --------- ------
----------------- -------
-•---- - -- --• ----------
---- --- -- --- -- --- -- ---
- ---- -- ------------ ----
----------- - ---- -- - - --
------------ --- -------
--- -•---- ---------------
------------ -- ----- -•- --
------------ --_- - -----
- ------ ----------------
-••- -------- ----------
----------------------
--------------------
-------- ----- -- -------
______ ________________
----- -- -- -- -----------
--- --------- -- --------
------ --- ----•-- - - - --
-- ----- -- ----- --------
------------------ ---
-------------- --------
-------- --- -----------
------------------------------------------------
------ ----------------
---- --- ----------- - -- --
-------------- - - - -- --
-- --- ----------------
-- -------------------
------- ----- - -- --- --
-•- --- --- --• -- -----
-----------------------------------------------
----------- -----------
I ------------------------
____ ___ _________________
------- ------- ---- I—-
---•--------------------
----------- --- ---------
-------------- -•-------
----------------------
---•----------
------- --------•-------
------------------------
-----------------------
-- ------------ -
------------------------
--------------------
- --- -- - -- --- ---- - - -°
-- -- ---------- ------- --
------------------------
---- ------- --- - ------ --
---------------- --
' Add infommlion as to iho availability of other Muipnsent.
Equipment Appraisal must correspond with the above list.
[5]
DF*RTMENT OF WATER RESWRCES
Questionnaire for "Other Contractors
(Design—Manufacture—Fabrication—Installation)
INSTRUCTIONS: All firms who intend to participate in design, manufacturing, fabricating, and installing contracts will
' be required to submit the following data. Such data should be provided on a separate form attached to this statement
using the same paragraph numbering as shown below.
For each General Category checked on Page 3, a separate set of answers to these questions will be required. This
' questionnaire will be submitted only once and will be updated as required by the State of California. Additional infor-
mation may be required for particular projects.
.A.—Design"
1. Submit an Organization Chart of your firm.
2. Describe the major design projects completed by your firm in the last five years. (Describe system or equipment
designed, owner, where equipment is installed, and approximate cost of project covered by this design.)
3. List consulting firms engaged by your company within the past five years. List the specific projects on which
they were employed and the nature of their services.
4. Give the location of your design offices.
5. List the number of engineers, technicians and draftsmen employed by your company and submit a brief resume
of the experience of your supervisory personnel.
6. List any additional information you believe is important.
B. Fabrication or Manufacture
1. Describe the major contracts completed in the last five years. (Describe equipment and ratings, location of in-
stallation, owner, and contract amount.)
' 2. How long has your firm been engaged in this type of manufacturing or fabrication?
3. Give location of major plant facilities.
4. Briefly describe each plant's capabilities, type manufacturing, crane sizes, size and description of major machine
tools, etc. Pictures are desirable.
5. List the firms you normally engage to perform work which is not within your capability. (Painting, castings,
galvanizing, machining, etc.)
' 6. List sources or suppliers of major components.
7. List additional information you believe is important.
!' C.— Quality Control
1. Describe in detail your quality control program.
a. What is your procedure to insure that all articles furnished to you have met all specification requirements?
b. Describe the material testing facilities which are available in your plant and those used outside your plant.
( c. Describe how inspection records are maintained and what records are available to the Department.
2. Submit your quality control manual.
D.— Laboratory and Testing Facilities
1. Describe laboratory and model testing facilities and give their location.
$. Describe equipment testing facilities and give their location.
j 3. What testing, if any, is normally contracted out? Describe and list firms engaged. .
E.—Field Installation and Service
1. Describe how you install or erect the product you manufacture, i.e., subcontract, furnish erection engineers,
' install by own crews, etc.
2. Describe the training program regarding operation and maintenance which is available to the Department.
3. Location of maintenance shops and parts storage warehouses.
• a An affiliate company may be used to fulfill any portion of the design requirements. Hou-eveq if an affiliate is used, an affiliate agreement shall he submitted for
approval. An outline of the infomratian required to be in the afilime agreement may be obtained from the Department of Water Resources.
Electronic Contractors
' A Special Electronics Questionnaire will be furnished by the Department of Water Resources upon request. This ques-
tionnaire will be submitted only once and will be updated as required by the Department of Water Resources.
C7)
CONTRACTOR'S FINANCIAL STATEMENT K7 A Corporation
'' ❑ A Co- partnership
• An Individual
' NANrs __ E:_L.__YEAGER CONSTRUCTION_ COMPANY,-IN-C. O Combination
Condition at close of business_______ Sew t !m r 30—
ASSETS
Current Assets
1. Cash-- --- ---------- -- -- -- -- - --
2. Notes receivable . _..._----- ----- - ----- .---------
3. Accounts receivable from completed a
4. Sums earned on incomplete contracts__-
'5. Other accounts receivable ---- _ ------------ __.
6. Advances to construction joint venture!
7. Materials in stock not included in Item
8. Negotiable securities -------- _-- _____ —.
9. Other current assets ----------
_— _____ —_
1
1
Fixed and Other Assets
10. Real estate -------- .------------ _. ----- _ ---
11. Construction plant and equips
12. Furniture and fixtures.. --------- _.
13. Investments of a non - current I
14. Other non - current assets ----------
Current Liabilities
15. Current portion of notes
and real estate encun
16. Accounts payable .. --------
17. Other current liabilities-
TOTAL
LIABILITIES AND CAPITAL
, exclusive of equipment obligations
Other Liabilities and Reserves
18. -Real estate encumbrances .... _------ __- _------- _ ------ _---- _ -.
19. Equipment obligations secured by equipment --- ------
20. Other non - current liabilities and non - current notes
21. Reserves - -- - - - ---- ..... _ ----------- - ------------
- - -- --
Capital and Surplus
22. Capital Stock Paid Up ------
23. Surplus (or Net Worth)_-
TOTAL LIABILMES AND
CONTINGENT LIABILITIES
24. Liability on notes receivable, discounted or sold________________ ____ ______
M Liability on accounts receivable, pledged, assigned or sold ---------
26. Liability as bondsman-- - - - -- ------------------_-----------------------------------
27. Liability as guarantor on contracts or on accounts of others.......
28. Other contingent liabilities ------------------------- - ------- ._--_--------------__.---
TOTAL CONTINGENT
4
DETAIL
P:Slpw
30
TOTAL
521 430
- - - - - -- ---- - - -- --- ------
168 365
- - - - -- ---- - - - -- -- --
551 375
1--- - -----
-63 - 626 --
947 217
-- --- - - ---
7778 8 07-0 0-
-- - -- - 1,843- p24---1 - --
138 1100
- 14.146 1 409 1
Nore. —Show details under main headings in first column, extending totals of main headings to second column,
[81
ZI
' I&TAMS
RELATIVE TO ASS S
1
1
1
2
(a) On hand - — - — - - -- ------- -------- --
-- $
--- 200
1
Cash: (b) Deposited in banks named below---------- -- ------ -- --------- -- -- --
- --
Accent Corp.
or per ornea
(c) Elsewhere — (state where) - _State of California
�;- -- -- - $
8-+9 000.
- - --
NAME OF DANK
LOCATION
- -------n - - - --
DEPOsrr IN NAME OF
AMOUNT
Security_Pacific National Bank
Riverside, Calif.
E.L.
Yeager onst. Co.l
'n '- ''"n ° °"'"'n
c. ,
Crocker Citizens National Bank
— — - --
__
--
n- n
- --- « rt "rr T
1
United California ank
B
San Eernardino, CA
rr :
2
(a) Due within one year -- - -- - -- - - -- - -- -- $-- ....... — .... 23- ,_115 -
Notes Receivable: (b) Due after one year ------------ — $ -------- -- __- _.- ..__ —_
(e) Past due .- -- ---------- - -- - - -- - -- - - - -- — - - - -- -- $- - -- - --------------
RECEIVABLE FROM
FOR WHAT
DATE OF
MATURITY
HOW SECURED
AMOUNT
Accent Corp.
or per ornea
Current
None
,
-
Nirams -Smith
- ---11--------11-- - ----
- -------n - - - --
-- -- -- -------- --n---- -- --- ---
------------------------•--
__ -_ -_ 11,364
Desert__Pav i ng-----------------------------------------------------
" II
"
"
6 000
_Al�_other_
u u
u
t'
-- 251
1 \ Have any of the above been discounted or If so, state amount, to whom, and reason ._ --------- _
1
3°
Accounts receivable from completed contracts exclusive of claims not approved for payment $__— 2.322 , 999
RECEIVABLE FROM
TYPE OF WORK
AMOUNT OF
CONTRACT
AMOUNT
RECEIVABLE
Boise Cascade
--------------------
aving
'
234 906
pine Mountain Club
- -- ---- -- --- - ----- ----------- --- ---- --------- - -- --- -----
r'
--
400 000
' - -- -- --
2511251
------------------ t
All__stth�L -
Various--- ---- -- ---- - -----
- - - ---
969, 61- �---
-- --- t,- -34842 --
Have any of the above been assigned, sold or pledged?-.--RP-.-- If so, state amount, to whom, and
4 0
I Sums earned on incomplete contracts, as shown by engineers' or architects' estimates --------- $ ---- _— ___573 -,424 -_
RECEIVABLE FROM
TYPE OF WORK
AMOUNT OF
CONTRACT
AMOUNT
RECEIVABLE
_State of_Calif._- ----T--7 e- -m-- ple Ave:
-
Grading and paving
---72 —r- -75
' -----
69,205
---- Road
" "
1 703 000
100,794
-------- _"_- ______- ___Barton _______
n.----- ��---- Temecul- a---•--
-
��---------
- - - ---
969, 61- �---
,129
-----• °- - --- -- - - -- - ------ --- ---
Ludlow
----- t- --•------- ---��-•--- ------ - -- --
- -3, --
12,215,722
--- ---••---- -72
214,666--
--- --��- -----.. --------------- -- -- --
A)�- other --- --- ------- ---
-------•----•------------•••----- --- ---------- --- --••---------•-
-- - --------- ------•---------- -------
-�� -�� ------ ----•
-------------••- --------- --- .----- ----- ---- - ---
- - -- --
-A-- -- 0,496-- --
-- --- --- -- ---- --- - ----•-
------------------ -
-- - -- --- ----16,630
-- -----•-•- --------- . -. -._.
Have any of the above been assigned, sold or pledged -._No . _.. If so, state amount, to whom, and reason -------------- _-------------
_.
--- -- -- - - - - - -- -- --- - --- --• --- ---- - — --- - --
'' • List teWratel, each ilan amounting to 10 per cent or Moro of the total and combine the remainder.
191
DETAILS RELATIVE TO ASSETS (Continued)
t 5°
Accounts receivable not from doruction contracts .__— ______— _-- __�_..____— $-_.--_- 208,490 --
RECEIVABLE FROM
FOR WHAT
WHEN DUE
-- -- E._L. -- Yeager-- CornpanY --------- -- ----------- --
------ ------S outhvestern_ Aggr __,._.l.nt,-- -- -- ---•-•-- -- - ---
- Fede_ rs. 1--- income --- tex--------------------------------
'
--------------------------------------------------
----------------------•-------------------- --- •------------ ---- ---- --- ----
V ari-ous -- ------ ------ ---- ---- -- -- - --- -
- E9t tj_Pa__Rental- -•----- -- -- ------------------------------------
----- ----- •---- --- -- -- -- ------ --- - --- -- =
----------------------------------------------- --------------- -- --- ---- --- -- --- =- -- ---- - -- - - --
-------------------- --- -- -- -- ----- ------- -- - - --
-- Current .......
---------------------------------------
-- - -- --- ---- ---------•
- ------ ---- -- -.._-- -- - ---••
•AMOUNT
... ------
--- ••--•--50,592 - -• --
29,A00-----
-••----- --20,263 - -- ---
-----------------------
What amount, if any, is past due ?----- ---- -----° - -- ------ --- - -- - -- - - - - - -- -- -- $- -------- --- - None-- -
Assigned, sold, or pledged - - - -- - -- - -- -- -- - - -- - - -- - - - -- -- -- $. _. --_- None - --
'6
Advances to construction joint ventures ---- - -------- ______.__ _._.__— __— _________ $ -------- .206 692------ -
NAME OF JOINT VENTURE
TYPE OF WORK
AMOUNT
-- Yeager -- Constructors-------•---•------ ---- •-------------- ------ ------
— --------------------------------- ---------------------------------------------------
----------------------------------------------------------------------- -- -------------------------------
--------------- •-••--- ------ -•- •----- -- ---- --
...... -- -- ----- ---- -------- --- -- - ---
--- 206,692- --- --
---- ---- ----- --------
What amount, if any, has been assigned, sold, or pledged?.__________.—..— _...____.__._.._..______..__ —. $___._— _.__..__None _
7
Materials in stock and not included in Item 4
(a) For use on incomplete contracts (inventory value)_- ___- _ -_____ $_____-- --------- _------- —
(b) For future operations ( inventoryvalue) --------- _— _.__ —____: $ ----- _ ---- ___131. 661___
(c) For sale (inventory value )________._________.____.___.__ _._._.____— $ ............. 53 1 8 5 0-----
' -
DESCRIPTION
QUANTITY
VALUE .
FOR INCOMPLETE
CONTRACTS
FOR FUTURE
OPERATIONS
FOR SALE
Schedu
- �:::- -:::_- - - l - e -_ .. . .::.:.... ...:::...:.:::.::..
-- -- --- - - --
' --- -- •- ---- - --- - =- ----------------•- ---- --- --•- --- ----•-•------•--- ---------------------------------------------------
---------------- --------------- ------ --- -- ----- --
-- ------ --- ---- -- ----
-
- ---•- --• --- ---------
13,661
---
- -•------- ---------- -------
--- -- ------- -- -- -- --------
53, 50
-
---------------------------
--------------------------
What amount, if any, has been assigned, sold, or pledged? ..-._.__-__-__-_------------- — ___— ___.— ._________. $ ---------------- __None
Who has possession? - - ------ -------- — — - -- - - - — -- - - - - -- -- - - — -° -- -
'If any are pledged or in escrow, state for whom and reason ---- ----- ... --- _.....__._..____._.__._--- ------------ _— ____._..._._...
- ----- -- ----- -•----- ---- -- ---- •-- ------- -------- -- ------- ___ ---------- ----------- ----- -- -- -- ----------- --- ---•- -- -- -- - ----- - -- - - -- °- - - - --
Amountpledged or in escrow -- -- ------------ -------------------- ---------------- ----------------------------------------- ----- - ---- --- ------ $---- --- ---- --- ----- ------ -- -- - - -- --
• List se"...topp etch item amuuntu,g to IU tier lent ,, more of the total and emnbine the remainder.
as IMPORTANT: limns listed under this heading will he given no consideration as working capital unless actual or estimated market value is fumished
(101 .
Negotiable Securities ( List non - negotiable items under Item 13)
$aa
(a) Listed— Present market value _______- ___— _____— ____--- .___________._
55 506
(b) Unlisted — present value --------------
BOOK VALUE
PRESENT
(ACTUAL
VALUE
OR ESTIMATED)
ISSUING COMPANY
CLASS
Q SAN-
TY
UNIT
PRICE
AMOUNT
.
---------------------------------------------------------
--- -- ••-• --- ----Schedul---------------------------------------------------
--- ---- -- ---- ------ -------- --•-- - -- ---- -------'- ---
-- -- ------- - - - ---
________ ___ ______ __ __
-
---- --- --------- ---•
---- -- -- ------- - -••--
_____________
---- ----
----------
- -- ---- -------
____________
-- --•--------------------------------
-- --- - -----
---- --- - - -- --
_____________________ _ ____
--
-----------------------------------------
- --- ------- --•- -----• ---
_____________
- ------ -----------------
-- - -- -•-••- --
________.__._________.___.
105,073----- -
---------------------------
-- --- ------ --- --- -- ---•----
Who has possession? - - ------ -------- — — - -- - - - — -- - - - - -- -- - - — -° -- -
'If any are pledged or in escrow, state for whom and reason ---- ----- ... --- _.....__._..____._.__._--- ------------ _— ____._..._._...
- ----- -- ----- -•----- ---- -- ---- •-- ------- -------- -- ------- ___ ---------- ----------- ----- -- -- -- ----------- --- ---•- -- -- -- - ----- - -- - - -- °- - - - --
Amountpledged or in escrow -- -- ------------ -------------------- ---------------- ----------------------------------------- ----- - ---- --- ------ $---- --- ---- --- ----- ------ -- -- - - -- --
• List se"...topp etch item amuuntu,g to IU tier lent ,, more of the total and emnbine the remainder.
as IMPORTANT: limns listed under this heading will he given no consideration as working capital unless actual or estimated market value is fumished
(101 .
E, L. YEAGER CONSTRUCTION COMPANY, INC,
BID QUALIFICATION
SEPTEMBER 309 1971
MATERIAL IN STOCK
Aggregates
$845
Asphalt
Plant
6,616
supplies
1,035
Diesel fuel and gasoline
1,637
Construction supplies
3,528
Equipment held for resale
532850**
$67,511
** For sale
t.
�'.' n
7@
y G) 2 W N V
•
m 0 0 0
O N O O rt N n 7 N 0
0
N
.
Z
n -• C= n n rf J c
N
O
0 3 -• N rt 7 c -• N N=
0
c
rt
0 m
O. 7 N O1 N OI 7 N N
Z
K
a
m_ i_
=3 (D c' a,G')w
Cl
rt
rt N n N N n n O -0 - 0
O
N
-1
N rt rt n N W N -• DI I n n.
3
a
On
m -
n
0 m m— —
3 -i m
D
N O D -h n -h rt n
Z
.
m_ -vm -N
-- N •.• -• O Z rt
'
0-
c
- m n O rt 3 3
d v� rt mn
rt O. — s ad O
0i
m CD 0 m- w
�.
N O p,
n 7 O
0
.
W
C') 7 On
O _. 7
• d 7c rt
0
y
n
O
m
n
<
_
r
m
In
m
CA
cmi
m
m
-Oi
o
3
D
p
O
O
C
z
m
r- r
D
to
X
m
r
-I
—N N — N
D
CA
T
a
-- In L1 V
C. N O 0000 V C5 O
Z
O
m
n
n
n
_I
-P- Ln 0 a 4 0 L W -•0FO-
y
Z
n
H
3
D
z
c
•<
Z
••
N iA
-1
LA -•O Wtn W1n
ONO W In O� �O V N to 0 0
�
n
O
n O
m�
D
r
c
m
W tn M 4 C, V
3
C\
0 L. 0 WC, N...•O W N
c
nO
A O W V 1 n D% 0 I n W
Z
O V O Cho Orn wN %C OD
-I
c
?
D ;MD
_
N i?
i n m
NN NLn
- N
0 14 OD �O 4.1 %O In V In %D W
� D Z
rZ
C')
mo�,r
>o
m
to m m
O
-• w in
D D
In
D` ND NN NUU N%0
3 r-
0
0 tn 10A W OD 4- li
C vm
V
C) V NN ODD V O
Z
An
W
O C` C% W O In OD N Ln OD O
-i
k k•
1
'REAL ESTATE LOCATION
Aqua Hansa Road
Mt. View and Fremont
Aqua Hansa Road
Mt. View and Fremont
Son -Dak Property
Whitewater
Partridge Pits
E1 Cajon
' Victorville
Hemet
Total
' * Encumbrance $63,626.
0 0
E. L. YEAGER CONSTRUCTION COMPANY, INC.
BID QUALIFICATION
SEPTEMBER 30, 1971
DESCRIPTION
62.87 Acres - Gravel
Quarry 4 Acres
Office, Shop and Yard
Quarry 5 Acres
37 Acres - D. G. Pit
30 Acre Site
80.6 Acres - Rock & Sand Pit
115 Acres - 20% interest
14 Acres - Rock and Sand
42 Acres - D. G. Pit
HELD IN
WHOSE NAME
Corporation
Corporation
Corporation
Corporation
Corporation
Corporation
Corporation
Corporation
Corporation
Corporation
VALUE
$138,314
4,000
633,380
25,000
74,000*
27,000
50,000
35,000
20,000
45,000*
$1,051,694
0
E. L. YEAGER CONSTRUCTION COMPANY, INC.
BID QUALIFICATION.
SEPTEMBER 30, 1971
i
TO WHOM PAYABLE
Wallace Mach.
(1)
1
Johnson Tractor
(23)
G. E. Credit Corp.
(2)
Walter Heller Co.
(1)
1
Nat. Accept. Co.
(2)
CiT
(2)
'
Utility Trailer Sales
(1)
Westinghouse Cr. Corp.
(1)
1
Clark Leasing
(1)
Bank of America
(2)
1
Shepard Machinery.
(2)
Whitney Tractor
(3)
1
.
i
1
1
i
1
o
Total
HOW PAYABLE
$1,052.41
33,795.25
2,782.47
671.00
16,368.08
950.00
2,400.00
3,569.50
1,027.46
15,049.00
3,075.00
1,510.00
AMOUNT
$4,210
397,824
45,394
4,022
78,597
5,700
28,450
57,112
9,247
242,475
61,545
12,641
$947,217
0
DETAILAWELATIVE TO ASSETS
Other current assets
9 Bid deposits, prepaid expenses, cash value of life insurance, accrued interest, etc. - -^
DESCRIPTION AMOUNT
_ iepos_its_on_ current_ contracts _______ -----------------
•_____
�repa i d__ Insurance
__2rePa !A_ -1. 1 _c.eAs.e_s ----- -------_----------- -- -- -- ---- --- --- --- ----------
-Pr_eP _a_i d__A_roPer ty -__ taxes- --------------------------------- - ---- ---
3repa_id -. Fade _r_al-- and..5_tate-- income___t ns________._..
-Pre paid- interes t_ charges--- included_. in- e9uip-me.
--•---------------------------------------------------------------------------------------
10° Real estate ( (a) Used for business purposes
Book value 1 (b) Not used for business purposes
S
,412_ -__.
LOCATION
DESCRIPTION
HELD IN WHOSE NAME
VALUE
________ __________________
- — Schedule--- ---- ---- - - --
- -- --- •- ---- -- -- ----- ------ -
------- ----- -- --- -- ---- -------- --- - -- --- -- - - --
---- •----- ------ --- ---- --•-------- -----------------------------------
- - .... .................
--- --- ---- --••-- -- -- --- -- -- -• --
t-------------------------------- ----
_____ ___ _____
.. 1 051 694 -
' 'l
- ------ --- --- --- •--- -- - -----
I ----------------------------
' 11° I Construction plant and equipment ------- ------------ - ----
•-- - - -� -_-- _— �____---- __ - ---
(Show details on Page 5, Item 10)
11Awhat is your approximate annual income from rental of equipment owned by you,
exclusive of such income from associated concerns having same ownership ----- __ ------ $ _ _.- _____ ... ....... ...........__
IJj 12 1 Furniture and fixtures ----_--- --- -- -•-------- --- -- ------ ----
13
Investments of a non - current nature _.---.-,--- ----------------- -------- ---- °----- --------- -- ------- - $__.... ----------- .--_900.- --
DESCRIPTION
AMOUNT
_Membership Lake Arrowhead Golf Club
•--------••------- -- ------- ----- --- --- --- - ------ -- -- --- --- • -- ------ ----- - - - - -- -- - ----- - ----- ----- --°- ---- --- ---- -----`-•----------- --------
-- -- --•---- ---- ---- -- ----------------------------------------- - - --- -- ----- ---- -- - --- -• -- ••---•--------•------- ---- -- ---•----- ----- --- ----- --- -
-- -- ------ ---- ---- ------- ----- --- --- ----------- ---- ---•-- --- -- ----- --- -- --•-- --- -- ------ - -- --- ------- ----------- ----- ---- ---- •-- - --- --
-----•-- ------ -- ----•- --- -------------- - ---- - -- -- ------ ---- -- -- --- --- ---- --- -• - °•------------ •- ---- •-------- •---------
900 .
------ --- --•------------•--
---- --------------------
--- -- ---- ------------------
-------------------
14
Other non - current assets --------------- ---- ----_-- .................. — -- - - — -- -- - - -- $ ° ----- - --- -2 50
DESCRIPTION
AMOUNT
-Organization expense -
---------•--------•-- --•------- ------- ---- ---- ----• ----- ---------
--- - -------- ------ - -- ---------- -- --- °•---- -- ------------ ------------------------------------ ................... _-- --••-------- -- ------ -
--•---------- -------•----•- ------ ----•-- ------- ----------- •--- -• ----•--- °- -- ------ -- ---- -- ---•- ------- ---- -- -----• - -- --- --- ----- ------
------------------ _---- -- - ----- -- ---- ---- - ------ ------------------------------------------------- -------- -••- ----- ---- ------------ •--- --
-- ------- -- - ------ -•---•-•- -- ---•----------•- ------------- -------- - -------- ----- --• -- ------------•-•- --- ------- ------- -- --- ---- -°- -- ...................
- 250
• --- - --- ----------------
- ---- - ------ ------- ------
- ------• -- -- •----• - - --- --
--------- - ----
TOTAL ASSETS $...._?0,230,603
• Sbow book value (cost less depreciation) unlen an apPmisal schedule prepared by an independent appraiser is attacbed; in which case appraised value may be
shown.
❑I)
DET4&S RELATIVE TO LIAL
15 Current Portion of Notes Paya , exclusive of equipment obligation
_ estate obligations ----------------------- --------------- --------- --- ---------- ----------- --- - - --
....... ..........
TT TTTTI'. • • '—
$ ------------ 1.,.52-1 1,521,41Q_
TO WHOM PAYABLE
WHAT SECURITY
WHEN DUE
AMOUNT
;ZeCUri_ty__
-------------- __None____ ____________________Current____
------------------------------------ - -- ---- --- --------
- --- -•------- -- ----- ----- -- - - - -- - - ----
--------- ----- --- -- --- - --- --- - --- --------- --- --
_____1,499:500__
9sc -i- dent- al..li_fe...l rns_. - -Coe _ of- .Gal -1 Earn a ______ _ _
_,_p and_secur tom_
______ _
FOR WHAT
........ - =------------------------------------------- --- ----------------- ----- -- - ---
--- a9r_eement -------------- ..
_1ma- al- i -• ----
---------- 21..93-9 --
16 o
I Accounts Payable: (a) Not past due ----- - - - ---
21
(b) Past due -------------- ----- --- ---- -- ------ ---- --- - - -- -- -- - --
TO WHOM PAYABLE
FOR WHAT
WHEN DUE
AMOUNT
- Chevron Asphalt ------------------ --- -- -- ------ --------- -- -- --
Materials
------- ------- -- ----- ------ ------- - - --
Current
------ -------- - ---
205.059
--------•-------------------
-Q I__5ervice__ Rock -
1�
-I�
421,883
-•-A 1- LP theJ----- ------ ----- -- ------- ----- -- ---- -- ---------- --- ----- ----- --- -- - --
- ------------------- --------------------------------------------- ----------------------
- Va r i ou s -
- ---- ---•-------- ......•• -- - - -- --
- -IV°
--- -------- -- ----
1.541_.423
-- -- --- ---•-- ---------
17
551 375
Other current liabilities -------------------------------- ----- -- --------- ---- ----- --- - -- - -- $--------------'---------
Accrued interest, taxes, insurance, payrolls, etc.
DESCRIPTION
AMOUNT
Accrued_pay_rol_I--------------------------------------------------------------------------------------------
----------- 317,185 ---
Accrugd_ taxes _
162 -,649
_other__ accrued__ expenses ------------------------------------------------------------------------------ ---------------------------
----- ------ -- 57,757..
income taxes
13,784
•
18 I Real estate encumbrances ------------- - --- ----- ------------ - --- --------------------------
$------ ------ - 63,-626- --
19
Construction Equipment obligations (a) Total payments due within six months $.-.._-..---_-- .4..4$.,.6.13 ...
secured by equipment: { (b) Total payments due after six months.... $- ...- - ------- 498 -,
TO WHOM PAYABLE
HOW PAYABLE ••
AMOUNT
----------- ..-
-•--- ------- - ----- --- ------ ---- ----- -- -- ------
----------------------- -------------- ---------------- --- ---- --- --- -- -- ------ --- -----
- --- - - ---- ------------------------------------------------- -- --- ---- -- ---- --•------ - -- ---
------------------------------------ - -- ---- --- --------
- --- -•------- -- ----- ----- -- - - - -- - - ----
--------- ----- --- -- --- - --- --- - --- --------- --- --
----------- 947, 217__.
--------------------
-----------•----------------
2U1
Other noncurrent liabilities and noncurrent notes payable. ...... . ------------ -.. _ _- _._- .._- - -.__- $ ...... --------- 7.7.8,.0.70 ---
DESCRIPTION
FOR WHAT
WHEN DUE
AMOUNT
Occidental_ Life Ins_ Co. of California
----M --------•----------------------------------------- ------- ----- -- ----- ----- --- -- --
----------- --- ---------- ------------ ---- -- ---------••---•- ------- --- -------------- ------
............ - ------------------- -Mm ----- - -----------------------------------------------------------------------------------
Term loan
--------------------------- ---
---- •--- ----------- -- ------- - -•----
-----
Instal
---------------------
-- ------ -- ---------
--- •------ --- - -----
778,070
-•--------------------------
--------------------------
--- -- ----------- -- -
21
1 Reserves .... ...... . ....° .... - - -- - --- $--------
DESCRIPTION
AMOUNT
___Bad debts
•----------------------------------------------------------------------------------------------------------------- --- ----- -- --------- ----- - - - ---
- --------------------------
22
Capital stock paid up: (a) Common ----- ------------------ ------•- -- --- -- - -- - - - - $ ° ---- ----- 138,100 _
(b) Preferred ----- ---- ----- ------- -- ----- ---- ---- - - - - - - -- -- - $-•------ ------------- ------ -M-M-
1 23 I Surplus (or Net Worth)....--------------- ......... ............. - .......... .......
14 008 309
� 20 230 603
TOTAL LIABILITIES AND CAPITAL $ ........- ..._.v........a.......
•• to this space show amount and frogvancy n( iminllmnn[ payments.
• List seMmtely each item amounting to 10 per mot or mote of the total and combine the remainder.
[121
DI
If a corporation, answer this: If a copartnership, answer this:
Capital paid In cash, $_._.. -_ -_138 100 _00 _ _ — _ Date of organization ._ -._.--------
__ --
When incorporated____._ March 30. 1953 Y_ State whether partnership is general, limited or association
' Cal i forn i a —. - -- — - -- -- ----
- - - - - -- - --
Inwhat State .------ ---------- ------ - ----- ---------------------•-
` Jac ues 5 Yea er Name and address of each partner:
President's name -- -q - - — - -- - -
Vice President's name .... . -- Gilbert. E.
----- ------ - - - - - -- - -- - - - ---
Secretary's name. ___ -- ..__.Julian W, Powers
----------- ------------- 7'--------- —
Treasurers name ............. RA._ Yeager ------ - -- --------------
WHERE PREQUALIFICATION IS BASED ON A COMBINATION OF ORGANIZATIONS, THE APPROPRIATE
AFFIDAVITS BELOW MUST BE EXECUTED FOR EACH MEMBER OF SUCH COMBINATION.
AFFIDAVIT FOR INDIVIDUAL
--- --- -- ---- ------ --- -- - - ° - - - ---- ---- ------ ----- -- -- -doing business as-- ---- ----- - --- -- - ---------- -- - - - --- - - --- -- --- ------ -
(Nune of individual) (Name of firm, if any)
certifies and says: That he is the person submitting the foregoing statement of experience and financial condition; that he
�has read the same, and that the same is true of his own knowledge; that the statement is for the purpose of inducing the
- State of California to supply the submitigor with plans and specifications, and that any depository, vendor, or other agency
therein named is hereby authorized to supply said State of California with any information necessary to verify the state-
ment; and that furthermore, should the foregoing statement at any time cease to properly and truly represent his financial
' condition in any substantial respect, he will refrain from further bidding on State work until he shall have submitted a
revised and corrected statement.
1 certify and declare under penalty of perjury that the foregoing is true and correct,
Subscribed at------- --- - -- -- — — - - - - - -• — - ----- ---- -- -------- -- ----- State o f -- - - - -- -
(City) (County)
NOTE: Statement will be returned unless affidavit is on--.. ------------- 19 ----
complete in EVERY respect. (Date)
--------------------------------------------
(Applicant must sign here)
rAFFIDAVIT FOR CO- PARTNERSHIP
1(
i
i
.___-.___-_____—__ _— ._- ... ___ ___-- _- ------------- certifies and says: That he is a partner of the partner-
ship partner)
ship of ------------ _---.---_-----_-- --------------- - ------------------- -.. ----------- --- -; that said partnership submitted the foregoing statement of
(Name of &m)
experience and financial condition; that he has read the same and that the same is true of his own knowledge; that the
statement is for the purpose of inducing the State of California to supply the submittor with plans and specifications, and
that any depository, vendor, or other agency therein named is hereby authorized to supply said State of California with
any information necessary to verify the statement; and that furthermore, should the foregoing statement at any time cease
to properly and truly represent the financial condition of said firm in any substantial respect, they will refrain from fur-
ther bidding on State work until they shall have submitted a revised and corrected statement.
I certify and declare under penalty of perjury that the foregoing is true and correct
Subscribed
(City)
NOTE: Statement will be returned unless affidavit is
complete in EVERY respect.
The foregoing statement and affidavit are hereby affirmed.
(Remaining members of firm sign here)
(County)
on
State
(Date)
(Member of firm must sign hero)
19------ -- - --
------------------ --- --------- -------_------------------ ------- ------------------------
(Nam of firm)
[131
AFFIDAVIT FOR CORPORATION
R. A. Yeager - --- - -------------, certifies and says. That heis___Treasurer- __4___
(Name of officer) (Official capacity)
E L. Yeager Construction Company, Inc.
of the._--- _______ —___ ____- _-- _--- _-- _— ___. - -, the corporation submitting the foregoing statement of experience and
(Name of firm) -
'financial condition; that he has read the same, and that the same is true of his own knowledge; that the statement is for
the purpose of inducing the State of California to supph the submittor with plans and specifications, and that any de-
pository, vendor, or other agency therein named is here91y authorized to supply said State of California with any infor-
mation necessary to verifij the statement; and that furthermore, should the foregoing statement at any time cease to
'properly and truly represent the financial condition of said corporation in any substantial respect, it will refrain from fur-
ther bidding on State work until it shall have'submitted a revised and corrected statement.
I certify and declare under penalty of perjury that the foregoing is true and correct.
Subscribed at-. Riverside Riverside California __
(Qtr) _ _ _ (Qmnty ) _ - State of _ —
- ,
' NoTE: Statement will be returned unless affidavit is on-- ----
— . —___.
complete in EVERY respect. (Date)
(officer must sign here)
Nora. —Use, full corporate name and attach corporate seal.
I
CERTIFICATE OF ACCOUNTANT
STATE
We have examined the Financial Statement of_ ---- - ------------- -------- --- . ----- -- .---- ---- ---•- -- ---- as of. --------- •------ --__-- - -----
Our examination was made in accordance with generally accepted auditing standards, and accordingly included such tests
of the accounting records and such other auditing procedures as we considered necessary in the circumstances.
In our opinion, the accompanying financial statement included on pages —_:___ to - -, inclusive, sets forth fairly the
financial condition of_________-- ________-------- ------------ as of.. --- --------- ---- --------- --_ --+ in
conformity with generally accepted accounting principles.
(Accountant must sign here)
- - - - -- -- -- - -- -- - ------------ - ------- - -----
-
(Print name or firm)
❑ Public Accountant
License No_ -------------------- -- ------------- 0 Certified Public Accountant
Special Note to Accountant:
Review instructions on inside of front cover carefully before completing statement.
The above Certificate of Accountant must not be made by any individual who is in the regular employ of the indi-
vidual, co- partnership or corporation submitting this statement, nor by any individual who is a member of the concern
unless he discloses his financial interest therein. A determination will be made by the Department if the financial interest
is excessive.
TILE CERTIFICATE OF ACCOUNTANT WILL BE REQUIRED IN ALL CASES.
[14]
r • •
CERTIFICATE OF ACCOUNTANT
We have examined the financial statement of E. L. Yeager
' Construction Company, Inc., as of September 30, 1971. Our examina-
tion was made in accordance with generally accepted auditing
standards and accordingly, included such tests of the accounting
' records and such other auditing procedures as we considered neces-
sary in the circumstances.
' In our opinion, the accompanying statement of Financial
Condition presents fairly the financial position of E. L. Yeager
Construction Company, Inc., as of September 30, 1971, based on a
percentage of completion basis in accordance with generally
' accepted accounting principles, except as noted in the immediately
following paragraph.
' Negotiable securities, real estate, construction equip -
meet, and office furniture and fixtures are stated at appraised
' value rather than at cost or depreciated value.
' Respectfully submitted,
' EADIE AND PAYNE
License X -411
' RIi. 14-. 11190 -- 6-10 081
CONTRACTOR'S COMMENTS
ACCOUNTANT'S COMMENTS
i
i
Page 6 ..
STATEMENT OF FINANCIAL
RESPONSIBILITY
'
The undersigned submits
herewith a statement of
his financial responsibility.
�Act f-tC rmna�
jSRK
fJZA,(<14 - Jfie K
J� lc �No NE
.4
i
1
i
I
,
• 4 1cACkR GON I UCTIpN'COMPANY, INC.
Un
i
r
-Signed
...
.' • .:. ...
�� s__... �_ti3 .. . . ru..r.r..�.r.:- 1.ie_e..rvlW>a'�. .•.-a1 ._ .. _ .. ...... .....
• • Page 7
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
The undersigned submits herewith a statement of the work of similar character
to that proposed herein which he has performed and successfully completed.
Reservoir Year Prestressing Reservoir Person to Telephone
Capacity Completed Contractor Owner Contact Number
3•+7 i�1>z �:ddr�eo /�✓ iaa 7ia/
Name of Proposed Superintendent:
summary of proposed Superintendent's experience:.
Project Description Year
(Contractor, Prestresser, Owner, Reservoir Capacity) Completed Position
GER CONSTRU'TION 6kPANY, Mr. Bidder's Authorized Signature: Jtkli
(cont.)
YEAR TYPE OF WORK CONTRACT AMOUNT LOCATION AOF WORK AND
FOR WHOM PERFORMED
1969
Grading- Paving
170511.00
City of Redlands
Tennessee Street
1969
Grading- Concrete - Paving
182,100.00
City of Riverside
Chicago Ave Widening
1969
Grading- Concrete - Paving
165,000.00
City of Victorville
Various Streets
•69
Grading- Concrete - Paving
361854.00
City of Palm Springs
Assessment Dist. 95
1969
Grading- Concrete - Paving
119,758.00
County of San BernaTe:
Baseline Avenue
1969
Grading- Concrete - Paving
107,868.00
City of Riverside
Central Avenue
1969
Grading- Concrete - Paving
270853.00
County of Riverside
Tilton Avenue
1969
Grading- Concrete - Paving
489490.00
City of Perris
"D" St $ Perris Blvd.
1969
Grading- Structure- Paving
5,600,000.00
State of California
.
Essex
1969
Grading -Rip Rap- Paving
1,2589000.00
State of California
Piru
1969
Grading- Channel - Paving
1730668.00
San Bernardino Co.
Flood Control Dist.
Cypress
1969
Grading- Structure - Paving
479,000.00
State of California
Thermal, California
1969
Grading- Paving
2560000.00
State of California
Mountain Center
YEAR
1970
1970
1970
1970
070
1970
1970
1970
1970
46 70
1970
1970
1970
1970
TYPE OF WORK
Grading- Concrete - Paving
Grading - Concrete- Paving
Grading - Paving
Grading- Structure - Paving
Grading- Paving
Grading
Grading - Paving
Grading
Grading
Grading- Structure - Paving
Grading- Structure - Paving
Grading- Structure - Paving
Grading - Structure- Paving
Grading- Structure - Paving
1970
Grading- Structure - Paving
1970
Grading- Structure - Paving
070
Paving
1970
Paving
CONTRACT AMOUNT
83,097.00
16,062,00
10,960.00
1,388,920.00
60,497.00
409,990.00
14,180.00
66,506.00
268,554.00
11,693,074.00
2,759,064.00
3,350,980.00
2,061,261.00
673,863.00
147,282.00
2,472,076.41
210,640.00
914,314.00
1970 Grading - Concrete- Paving 511,347.00
LOCATION OF WORK AND
FOR WHOM PERFORMED
City.of Fontana
Assessment Dist. 9
City of Palm Springs
Andreas Street
County of San Bdno
Barstow - Adelanto
State of California
Beaumont
County of Riverside
Agua Mansa Road
Coachella Valley Co.
Water District
City of Palm Springs
Tamarisk Road
State of California
San Timoteo Creek
State of California
Bonnie Canyon
State of California
Mountain Springs
State of California
Little Lake
State of California
Ontario Widening
State of California
Cabazon
County of Riverside
San Sevaine
Colton Industrial Park
State of California
Victorville
State of California
Various locations
State of California
Various locations
State of California
Apple Valley
TYPE OF WORK
Grading- Structure- Paving
Grading- Concrete - Paving
Paving
Grading- Concrete - Paving
LOCATION,OF WORK AND
CONTRACT AMOUNT
FOR WHOM PERFORMED
2521'484.00
State of California
Big Bear
68,508.00
State of California
Montclair
i
123,563.00
City of Riverside
Various locations
295,320.00
City of Colton
Redevelopment
YEAR TYPE OF 4!OP.K.
1971 Grading & Paving
1971 Grading & Paving
Grading & Paving
Grading & Paving
Grading, Concrete & Paving
Excavating Channel & Rip Rap
Concrete Bridge
Drainage & Alignment
Guardrail
Grading, Concrete Paving
Grading & Paving
LOCATION OF WORK AND
CONTRACT AMOUNT
FOR 411MM PEPFOR!'ED
177,624.00
County of Riverside
Dillon Road
83,500.00
City of Palm Springs
Bogie Road
34,100.00
City of Redlands
Bellevue Avenue
121,908.00
County of San Bernardino
Chino Airport
327,105.00
Citv of Riverside
Lime Street
740,923.00
Coachella Valley County
I-later District
137,838.00
State of California
Indian Avenue
73,411.00
State of California
Highway 18, Victorville
122,650.00
State of California
Redlands
60,237.00
Riverside Co. Flood Dist.
Rathke Channel
204,089.00
U. S. Navy
29 Palms
0
TECHNICAL ABILITY AND EXPERIENCE REFERENCES, CONT.
Name and address of proposed prestressing firm:
0 Page 7a
For Whom Performed
Reservoir (Give Name and Address of) Person to Telephone
Capacity Year Completed (Owner and Prime Contractor) Contact Number
an
Inc.
i
M. 1.rDfkmans, President
Author ized Signature
Prestressing Firm
i
I
I
CITY F NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPYGLASS HILL RESERVOIR (1.5 MG)
CONTRACT NO. 1351
ADDENDUM NO. 1
Make the Following Revisions to the Special Provisions:
Section II Qualifications of Bidders
Delete the second sentence and substitute the following:
"To qualify as a responsible bidder, the Contractor shall
have a successful performance record in reinforced con-
crete reservoir or tank construction ".
In the third sentence, following "Prestressing Contractor"
add "if applicable ".
Please show date of receipt of this addendum on the proposal or insert
a copy with your proposal.
Benjamin B. Nolan
Assistant Public Works Director
BBN:WBD:hh
Contractor: f. 4 YEAGER CL7NSTRUCTION COMPANY, ;VC.
Authorized Signature:
i
Date Received; J- -� - 1 Y
CITY OF NEWPORT BEACH
• PUBLIC WORKS DEPARTMENT
SPYGLASS HILL RESERVOIR (1.5 MG)
CONTRACT NO. 1351
PROPOSAL
To the Honorable City Council
City of Newport Beach
3300 West Newport Boulevard
Newport Beach, California 92660
Gentlemen:
PR l of l
The undersigned declares that he has carefully examined the location of the work,
has read the Notice Inviting Bids, has examined the Plans and Special Provisions,
and hereby proposes to furnish all materials and do all the work required to
complete contract No. C -1351 in accordance with the Plans and Specifications,
and will take in full payment therefor the following unit price for the work,
complete in place, to wit:
ITEM QUANTITY ITEM DESCRIPTION
N0. AND UNIT UNIT PRICE WRITTEN IN WORDS TOTAL PRICE
1. Lump Sum Construct 1.5 mg prestressed concrete
reservoir; utility tunnel; piping
with control valves; drainage devices;
excavation; backfilling; and other
incidental items of work
Dollars
and oc
Cents $ l0
ump um — 13
2. Lump Sum Construct final grading of reservoir
site; concrete walkway and appurtenances;
play area; irrigation system; planting
and lighting system; and other incidental
items of work
Dollars
and ca
Cents $ S 00.
Lump Sum
TOTAL PRICE WRITTEN IN WORDS:
Dollars
and
- - -__
--------Cents $� 9 /00
----------' 4----------------------------------------- - - - - -- — ---------------------------- - - - - --
DATE BIDDER'S NAME:
CONTRACTOR'S LICENSE NO.1,4ee6i AUTHORIZED SIGNAT�11
'CONTRACTOR'S ADDRESS P. 0. Box 87 Riverside, CaIif. 92502 j\
TELEPHONE NO. 114
CONSTRUCTION CO"Y; INC.
- i -
INDEX
SECTION
PAGE
I.
Scope of Work . . . . . . . . . . . . . .
. 1
II.
Qualifications of Bidders . . . . . . . .
. 2
III.
Proposed Site . . . . . . . . . . . . . .
. 3
IV.
Time of Completion . . . . . . . . . . .
. 5
V.
Schedule of Work . . . . . . . . . . . .
. 6
VI.
Trench Safety . . . . . . . . . . . . . .
. 7
VII.
Shop Drawings, Data on Materials and
Equipment, and Samples . . . . . . . . .
. 8
A. General . . . . . . . . . . . . . . .
. 8
B. Shop Drawings and Data Defined . . .
. 8
C. Review and Revision . . . . . . . . .
. 9
VIII.
Payment . . . . . . . . . . . . . . . . .
. 11
IX.
Guarantee . . . . . . . . . . . . . . . .
. 12
X.
Construction Survey Staking . . . . . . .
. 13
XI.
Grading . . . . . . . . . . . . . . . . .
. 14
A. General . . . . . . . . . . . . . . .
. 14
B. Structure Excavation and Backfill . .
. 14
XII.
Concrete . . . . . . . . . . . . . . . .
. 16
A. General . . . . . . . . . . . . . . .
. 16
B. Admixtures . . . . . . . . . . . . .
. 16
C. Mix Design . . . . . . . . . . . . .
. 16
D. Reservoir Walls . . . . . . . . . . .
. 16
E. Horizontal Construction Joints . . .
. 16
- i -
1,
0 9
INDEX
SECTION
PAGE
XII.
Concrete (Continued)
F. Forming . . . . . . . . . . . . . . . .
16
G. Removal of Forms . . . . . . . . . . .
17
H. Steel Reinforcement . . . . . . . . . .
18
I. Placing Concrete . . . . . . . . . . .
18
J. Consolidating . . . . . . . . . . . . .
18
K. Finishing . . . . . . . . . . . . . . .
19
L. Curing . . . . . . . . . . . . . . . .
21
XIII.
Expansion and Construction Joints . . . . .
22
A. Waterstops . . . . . . . . . . . . . .
22
B. Rubber Pads and Sleeves . . . . . . . .
24
C. Joint Filler . . . . . . . . . .
25
XIV.
Prestressed Concrete Construction . . . . .
27
A. General . . . . . . . . . . . . . . . .
27
B. Method and Qualifications . . . . . . .
27
C. Materials . . . . . . . . . . . . . . .
28
D. Application . . . . . . . . . . . . .
. 29
XV.
Earthquake Cables . . . . . . . . . . . . .
36
A. General . . . . . . . . . . . . . . .
. 36
B. Material . . . . . . . . . . . . . .
. 36
C. Placing . . . . . . . . . . . . . . .
. 36
- ii -
0 0
- iii -
INDEX
SECTION
PAGE
XVI.
Gunite Concrete . . . . . . . . . . . .
. . 37
A. General . . . . . . . . . . . . . .
. . 37
B. Mix . . . . . . . . . . . . . . . .
. . 37
C. Testing . . . . . . . . . . . . . .
. . 39
D. Equipment . . . . . . . . . . . . .
. . 40
E. Placing and Finishing . . . . . . .
. . 41
F. Curing . . . . . . . . . . . . . .
. . 42
1� XVII.
Painting . . . . . . . . . . . . . . .
. . 44
XVIII.
Reservoir Testing . . . . . . . . . . .
. . 45
XIX.
Utility Tunnel . . . . . . . . . . . .
. . 46
XX.
Altitude Control Valve & Appurtenances
. . 47
A. Valve . . . . . . . . . . . . . . .
. . 47
B. Sensing Line . . . . . . . . . . .
47
C. Curb Stop . . . . . . . . . . . . .
. . 48
D. Water Level Gauge . . . . . . . . .
. . 48
XXI.
Piping . . . . . . . . . . . . . . . .
. . 49
A. General . . . . . . . . . . . . . .
. . 49
B. Cast Iron Pipe . . . . . . . . . .
. . 49
C. Copper Pipe . . . . . . . . . . . .
. . 49
D. Asbestos Cement Pipe . . . . . . .
. . 49
E. Victaulic Couplings . . . . . . . .
. . 49
F. Sleeve Type Couplings . . . . . . .
. . 50
- iii -
f1
INDEX
SECTION
PAGE
XXI.
Piping (Continued)
G. Gaskets and Bolts . . . . . . . . .
. . 50
H. Pipe Line Testing . . . . . . . . .
. . 50
I. Protective Coatings . . . . . . . .
. . 50
XXII.
Disinfecting . . . . . . . . . . . . .
. . 52
XXIII.
Reservoir Water Level Transmitter . . .
. . 53
XXIV.
Electrical Service and Lighting . . . .
. . 55
A. General . . . . . . . . . . . . . .
. . 55
B. Electrical Cabinet . . . . . . . .
. . 55
C. Service . . . . . . . . . . . . . .
. . 55
D. Conduit . . . . . . . . . . . . . .
. . 56
E. Electrical Fixtures . . . . . . . .
. . 56
XXV.
Valves . . . . . . . . . . . . . . . .
. . 58
XXVI.
Access Hatches . . . . . . . . . . . .
. . 59
XXV II ..
Access Ladders . . . . . . . . . . . .
. . 60
XXVIII.Air Vent . . . . . . . . . . . . . . .
. . 61
XXIX.
Dampproofing Membrane . . . . . . . . .
. . 62
XXX.�D
Impermeable Membrane . . . . . . . . .
. . 63
A. General Requirements . . . . . . .
. . 63
B. Special Requirements . . . . . . .
. . 63
C. Earthwork . . . . . . . . . . . . .
. . 63
D. Sand Blanket . . . . . . . . . . .
. . 63
- iv -
INDEX
'
SECTION
PAGE
XXX. Impermeable Membrane (Continued)
I
'
E. PVC Plastic Membrane Material
64
. . . .
.
'
F. Installation of PVC Plastic Membrane
66
G. Vitrified Clay Underdrain Pipe . . .
. 67
'
11. Permeable Material . . . . . . . . .
. 68 j
XXXI. Irrigation System . . . . . . . . . . . .
. 70
A. Scope . . . . . . . . . . . . . . . .
. 70
B. General Conditions . . . . . . . . .
. 70
C. Materials . . . . . . . . . . . . . .
j
. 70 ;.
'
D. Installation
Procedures . . . . ... .
. 73
'
L. Equipment . . . . . . . . . . . . . .
. 75
I
F. Guarantee . . . . . . . . . . . . . .
. 75 i
I.
XXXII. Landscape Planting . . . . . . . . . . .
. 77
A. Scope . . . . . . . . . . . . . . . .
. 77
B. Grading
. . . . . . . . . . . . . . .
. 77
'
C. Soil Preparation . . . . . . . . . .
i
. 77
D. Soil Preparation Procedure . . . . .
. 78
'
E. Preparation of Landscape Areas . . .
. 78
F. Samples and Compliance Testing . . .
. 79
I
G. Statement of Confirmation . . . . .
. 74
H. Planting . . . . . . . . . . . . . .
. 80
I. Planting Procedures . . . . . . . . .
. 81
J. Maintenance . . . . . . . . . . . . .
. 84
i
K. Inspection . . . . . . . . . . . . .
. 87
'
L. Guarantees . . . . . . . . . . . . .
. 87
j
Plant List . . . . . . . . . . . .
. 88'
i
v -
11 • •
1 CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
FOR
SPYGLASS HILL RESERVOIR (1.5 MG)
CONTRACT NO. C -1351
I. Scope of Work
The work to be done under this Contract consists of
excavation, construction of a 1.5 MG prestressed concrete
1 tank water reservoir and appurtenances, utility tunnel with
1 access manhole, water supply facilities, altitude and control
valves; backfilling, drainage devices, landscaping, and other
1 incidental items of work as shown on the Plans, complete in
place and operable.
The Contract requires completion of all work in
1 accordance with these Special Provisions, the City's Standard
Special Provisions, the Plans (Drawing No. W- 5083 -S), and the
1 City's Standard Drawings and Specifications. The City's
Standard Specifications are the Standard Specifications for
Public Works Construction, 1970 Edition with 1971 and 1972
Supplements. Copies may be purchased from Building News, Inc.,
3055 Overland Avenue, Los Angeles, California 90034, Telephone:
1 (213) B70 -9871. Copies of the City's Standard Special Provi-
sions may be purchased from the Public Works Department at a
1 cost of $2.00.
1
1
rI
1
1
II. Qualifications of Bidders
Only bids from responsible bidders will be considered:
'
To qualify as a responsible bidder, the Contractor shall have
I a successful performance record in reinforced and prestressed
)))
jconcrete reservoir construction, and shall have.actublly
constructed 3 prestressed concrete reservoirs of capacity
equal to or greater than the reservoir to be constructed under
'
this Contract. Bidders shall submit, with their bids, the
name of the proposed superintendent who must be experienced
'
in this type of work; a list of reservoir jobs successfully
completed; and, the name of the prestressing contractor. The
'
prestressing shall be done by a company which can meet the
qualifications set forth herein, and which will be responsible
for all prestressing, pressure grouting of tendons, and gunite
'
cover - coating of wrapped wire or strann7. The bi ders' atten-
tion is also directed to Sections XIV/ -B. and ZE. of these
'
Special Provisions regarding qualification requirements.
rI
1
- 2 -
11 • �
I1
III. Proposed Site
1 The proposed site.is within a subdivision that is
currently under construction. The grading and adjacent street
improvements shown on the plans will not be completed prior to
1 advertising for bids for this project. However, prior to the
award of this Contract, the rough grading on the reservoir
1 site will be as shown on the plans and an access road will be
1 available.
Construction water-will be available from the fire
1 hydrant located at the intersection of San Joaquin Hills Road
and Spyglass Hills Road. Fire hydrants closer to the reservoir
1 site may be available as the subdivision construction progresses.
The Contractor shall apply to the City Water Department for
purchase of water from this hydrant. Before concreting or
1 guniting operations are commenced, the Contractor shall have
stored on the site a three days supply of water.
1 Prior to the time water is required to fill and test
1 the reservoir, a water line will be installed by others to the
site and will be available for use.
1
The
drainage and overflow outlets, and the
access
walk, shall
not be constructed beyond the reservoir
site
1 property lines until the adjacent curbs, gutters and sidewalks
1 within the streets have been installed by the Subdivider's
Contractor. If these improvements have not been installed and
1 - 3 -
l�
t
:t
i�
•
all other reservoir work has been completed, then the Contractor
shall either make arrangements with the Subdivision Contractor
to complete the required outlet structures, or return and
construct the outlets within 30 days after notification by the
Engineer that the street improvements have been constructed.
- 4 -
IV. Time of Completion
'
The Contractor shall complete all work on the
Contract within 180 conseeative
calendar days after the
'
date,that the City
executes the
Contract.
1
''
- 5
-
! i
V. Schedule of Work
The Contractor shall submit to the Engineer a
written schedule of work as provided in Section 6 -1 of
the Standard Specifications.
0 0
VI. Trench Safety
In conformance with Section 6422 and 6424, the Labor
Code and applicable sections of the Construction Safety Orders
of the State of California, a detailed plan showing the design
of shoring, bracing, and /or sloping of all trenches 5 feet
deep or deeper, must be submitted for the agency's review and
approval prior to commencing any such trenching operations.
If the submitted plan varies from the standards established
by the State Construction Safety Orders, the plan shall be
prepared by a registered civil or structural engineer.
- 7 -
11 0
i'
VII. Shop Drawings, Data on Materials and Equipment,
tand
Samples
A. General
'
The Contractor shall furnish to the Engineer
such working drawings, data on materials and equipment and
'
samples
as are required for the proper control of the work,
'
including but not limited to those working drawings, data
and samples specifically required elsewhere in the specifi-
cations and in the drawings.
All working drawings, data, and samples shall
'
be subject to
review by the Engineer for conformity with
'
the drawings and specifications.
B. Shop Drawings and Data Defined
Working drawings include without limitation,
shop detail drawings, fabrication drawings, falsework and
'
formwork drawings, pipe layouts, steel reinforcement and
'
similar classes of drawings. They shall contain all
required details and information in reasonable scale.
'
Data on materials and equipment include,
without limitation, materials and equipment lists, catalog
'
data sheets, cuts, performance curves, diagrams and similar
descriptive lists. Materials and equipment lists shall give,
for each item thereon, the name and location of the supplier
or manufacturer, trade name, catalog reference, size, finish
and all other pertinent data.
- 8 -
1
LI
C. Review and Revision
'
The Contractor shall furnish to the Engineer
'
for review two prints of each shop drawing. The Contractor
shall properly check and correct all working drawings and
'
data before their submission, whether they are prepared
within his own organization or by a subcontractor or supplier.
'
The shop drawings shall be submitted at least 30 calendar
days before drawings will be required for commencing the
work. Within ten days of receipt of said prints, the Engineer
will return one print of each drawing to the Contractor with
his comments noted thereon.
If the drawing is returned to the Contractor
marked "NO EXCEPTIONS TAKEN ", a revision of said drawing will,
not be required and the Contractor shall immediately submit
five additional copies to the Engineer.
If the drawing is returned to the Contractor
marked "MAKE CORRECTIONS NOTED ", formal revision of said
drawing will not be required and the Contractor shall
immediately
submit five corrected copies to the Engineer.
tIf
the drawing is returned to the Contractor
marked "AMEND AND RESUBMIT ", the Contractor shall revise
'
said drawing and shall resubmit six copies of said revised
drawing to the Engineer.
'
If the drawing is returned to the Contractor
9
,1
1
I
'1
i
1
i
1
i
1
1
1
1
1
Cl
1
1
1
marked "REJECTED - RESUBMIT ", the Contractor shall revise
said drawing and shall resubmit two copies of said revised
drawing to the Engineer, as in the case of an original
submittal.
Fabrication of an item shall not be commenced
before the Engineer has reviewed the pertinent shop drawings
and returned copies to the"Contractor without rejection.
Revisions indicated on shop drawings shall be
considered as changes necessary to meet the requirements of
the contract plans and specifications and shall not be taken
as the basis of claims for extra work. The Contractor shall
have no claim for damages or extension of time due to any
delay resulting from making required revisions to shop drawings.
The review of said drawings by the Engineer shall apply to
general design only and shall in no way relieve the Contractor
of responsibility for errors or omissions contained therein
nor shall such review operate to waive or modify any provisions
or requirements contained in these contract specifications or
on the contract drawings.
- 10 -
VIII. Payment
Payment for incidental items of work, not separately
provided for in the Proposal,
shall be
included in the bid
I'
price for other related items
of work.
x x x x x
x x x x x
x
-
11 -
i
IX. Guarantee
The Contractor shall guarantee for a period of one
year, after acceptance of the work by the City Council, all
materials and all workmanship against any defects whatsoever.
Any such defects shall be repaired at the Contractor's expense.
All equipment or material warranties in excess of one
year shall be delivered to the Engineer.
- 12 -
0 •
X. Construction Survey Staking
Field surveys for control of construction shall be
the responsibility of the Contractor. All such surveys
including construction staking shall be under the supervision
of a California Licensed Surveyor or Civil Engineer.
Payment for construction survey staking shall be
considered as included in the various items of work, and no
additional allowance will be made therefore.
- 13 -
XI. Grading
'
A. General
1,
The site has been rough graded as shown on the
plans. The existing elevations as shown are t 8.7 feet. A
'
sandy terrace deposit material in sufficient quantity to back -
fill around and above the tank will be available at the stock-
'
pile location indicated on the drawings.
This Contract requires excavating from the floor
elevation downward, excavation for the access tunnel, and any
additional excavation required for the proper execution of
the work.
'
B. Structure Excavation and Backfill
Structure excavation and backfill shall be in
accordance with Section 300 -3 of the Standard Specifications
except as modified herein.
The subgrade for the impermeable membrane, slabs,
'
footings, and pipe blocks shall be excavated to the lines
shown on the plans. Any remaining .soft or spongy material
be
shall removed. Undercut subgrade areas shall be backfilled
'
and compacted to 95% density using approved granular material,
lean concrete or crushed base material. The finished subgrade
'
shall not vary more than 0.05 feet from the lines shown on the
plans. The completed subgrade shall be approved by the Engineer
- 14 -
i�
' - 15 -
i
prior to placing the impermeable membrane or pouring any
concrete.
Backfilling adjacent to the walls shall not
'
commence until leakage
a satisfactory test has been completed.
The reservoir shall then be drained and remain empty during
the backfilling operation. Prior to beginning backfilling,
'
all loose soils and debris'shall be removed from behind the
walls. Backfill material shall be obtained from the stock-
pile except that any organic material or rocks greater than
'
6" in largest dimension shall not be used. The Backfill
material shall be placed uniformly around the tank walls in
'
layers not exceeding 8 inches in depth. The material shall
be brought to near optimum moisture content and mechanically
compacted to 958 density except for the top two feet. Back-
fill above the reservoir walls shall be placed and compacted
in
accordance with the Planting Section of these Specifica-
tions. Ponding and flooding will not be permitted. Care
shall be taken to not damage the gunite coating during the
'
backfilling operation.
The Backfill on the roof slab shall be placed in
'
uniform 6" layers and the weight of the equipment used in the
backfilling of the roof slab shall not exceed 9000 pounds.
Field density shall be determined using A.S.T.M.
'
D- 1557 -70 method modified to use three layers.
' - 15 -
i
XII. Concrete
A. General
Concrete construction shall conform to Sections
201 and 303 of the Standard Specifications except as modified
herein.
B. Admixtures
'
Concrete to belused in the reservoir walls, columns
and roof slab shall contain Plastiment Densifier, as manufactured
'
by Sika. Chemical Corporation in the proportion of two (2) fluid
ounces per sack of cement.
C.
Mix Design
'
Concrete for the reservoir walls, roof slab,
columns and
poured -in -place access tunnel shall be Class
'
658 -C -4000.
All other concrete shall be Class 564 -C -3000.
'
D.
Reservoir Walls
The reservoir walls shall be poured full height
without horizontal construction joints.
E.
Horizontal Construction Joints
'
Where concrete is to be deposited against hardened
concrete at
horizontal construction joints, placing operations
'.
"A"
shall begin
by placing a 2" thick bed of Class mortar.
'
F.
Forming
1. Form designs for reservoir footings, walls,
'
columns and
roof slab shall be submitted to the Engineer for
- 16 -
J
1 • •
'
shall not exceed 4 feet except that 3 x 6 panels may be used
review at least 30 days prior to use. Calculations shall
'
also be submitted to support the selection of the various
'
components of the forming system.
2. Form in the have
'
ties reservoir walls shall
'
waterstops and a 3/4 -inch breakback or cone depth. The ties
'
shall not be broken until the test cylinders indicate that
'
the concrete has reached the 28 -day strength.
'
3. Reservoir wall forms may be Economy, Symons,
Universal or exterior type there are no
'
plywood provided
.
straight sections longer than 30 inches at any place around
the circumference of the wall. The height of the form panels
• ,
shall not exceed 4 feet except that 3 x 6 panels may be used
provided they are staggered. 24 inch x 24 inch horizontal
'
openings shall be provided in the wall form panels at maximum
'
spacings of 90 inches horizontally and 6 feet vertically.
The first row of openings shall be 2 feet above the bottom.
'
Chamfer strips shall not be placed in the corners of vertical
construction joints on the reservoir walls.
'
G. Removal of Forms
Removal of forms shall comply with Section
'
303 -1.4 of the Standard Specifications. Reservoir wall form
'
removal shall not start until 12 hours after completion of
.
the wall pour. Removal of forms and falsework supporting
'
concrete beams, roof slabs, or other members subject to
' - 17 -
11
pours will not be permitted. The reservoir walls shall be
poured full height without horizontal construction joints.
J. Consolidating
All concrete shall be consolidated with immersion
type vibrators. Form or external types of vibrators will not
' be permitted. Internal vibrators shall produce a minimum of
14,000 vibrations per minute. Sufficient vibrators shall be
' available to consolidate the concrete within 5 minutes after
it is deposited.
t - 18 -
direct bending stress shall not start in less than 21 days
'
after the concrete has been placed unless concrete test
cylinders show a strength of not less than 3,000 pounds per
'
square inch in compression when cured under conditions
similar to those affecting the structure.
'
H. Steel Reinforcement
Steel reinforcement shall conform to ASTM -A615
grade 60 and be furnished and placed in compliance with
Sections 201 -2 and 303 -17 of the Standard Specifications.
No field bending of bars will be permitted.
I. Placing Concrete
Concrete for the reservoir walls shall be
deposited through the 24 -inch x 24 -inch openings in the wall
'
panels. There shall be no free vertical drop greater than
6 feet, except when starting the wall pour the free drop
'
shall not be more than 2 feet. The use of tremies for wall
pours will not be permitted. The reservoir walls shall be
poured full height without horizontal construction joints.
J. Consolidating
All concrete shall be consolidated with immersion
type vibrators. Form or external types of vibrators will not
' be permitted. Internal vibrators shall produce a minimum of
14,000 vibrations per minute. Sufficient vibrators shall be
' available to consolidate the concrete within 5 minutes after
it is deposited.
t - 18 -
1'
'
K. Finishin.1
'
The exterior of the roof slab shall receive a
wood float finish.
The reservoir floor,
wall tops, and rubber pad
'
seats shall receive a smooth and level steel trowel finish.
Any floor, wall and roof sections showing
continuous reinforcing through the joints, which are not
considered expansion and contraction joints, shall be poured
in a sequence to be approved by the Engineer.
Placing of concrete during periods of low humidity
(below 50 %) should be avoided. Surfaces exposed to the drying
wind shall be covered immediately after finishing with
polyethylene sheets until it is cured as specified herein.
'
The steel - trowel finish shall be an integral
finish obtained by troweling with a steel trowel after the
surface has been floated and allowed to stand until all water
sheen has disappeared. Final troweling shall be done after
the concrete has hardened sufficiently to prevent drawing
'
moisture and fine materials to the surface and when concrete
is sufficiently hard that no mortar accumulates on the trowel.
Cement
or mixtures of cement and sand, shall not be spread on
surfaces to absorb excess water or to stiffen the concrete.
Troweling shall produce a dense, smooth, impervious surface,
free from defects and blemishes.
- 19 -
1'
L
1
Immediately after the removal of all forms,
'
all fins and irregular projections shall be removed from
surfaces whether or not they will be covered with high
'
tensile wire and gunite overcoats.
Cavities from form ties shall be thoroughly
cleaned, coated with an approved epoxy and filled with
'
mortar consisting of one part of cement to 1/2 part of
plastersand. The amount of water to be added to the cement-
,
sand mix shall be such that the mortar can be driven into
the voids by hammer and will compact properly. No Embeco or
1
other additives may be used for pointing such cavities.
Surfaces which have been pointed shall be kept moist for a
period of not less than twenty -four hours. Finished surfaces
'
shall be free from sand streaks or other voids.
The exterior surface of concrete reservoir walls
'
- the
which will receive wire wrapping reinforcing and vertical
'
wall joints shall be sandblasted, regardless of the forming
method used, by the dry sandblasting process using a sharp
'
silica sand. The surface shall be sandblasted sufficiently
to remove all laitance, form oil or other type coatings.
'
The exterior surface shall be cut sufficiently to provide a
mechanical bond between the gunite covercoat and the concrete
'
wall. Sandblasting shall not be started before the completion
of the curing period or before all tie holes have been drypacked.
- 20 -
L
Ii
1
Cli
0 0
Defective surfaces, such as honeycomb, shall be
cut out entirely. The remaining sound surfaces shall be
coated with an approved epoxy bonding material applied in
accordance with the manufacturer's instructions. The cut -out
area shall then be damp - packed with a mix consisting of 1 part
of Portland cement to 2 parts of sand. The water content of
the sand- cement mix shall be such that a ball of the mix may
be squeezed in the hand without bringing free water to the
surface. Damp -pack material shall be tamped into place and
finished to match adjacent concrete surfaces. Surfaces of
areas which have been damp - packed shall be kept continuously
wet for a minimum of seven days after completion of damp
packing. Embeco or calcium chloride shall not be used for
filling defective areas, or be mixed with damp -pack material.
Miscellaneous surfaces not covered herein and
not specifically designated on the drawings shall be finished
as directed by the Engineer.
L. Curing
The reservoir floor, gunite cover coat, walls
and roof slab shall be water cured for at least 7 days. If
burlap is used, it shall be wet before it is laid on the
surface. All other concrete shall be sprayed with Type I
Curing Compound.
- 21 -
i 1
1
1
1
1
0 0
XIII. Expansion and Construction Joints
A. Waterstops
Waterstops shall be plastic, made of virgin
polyvinylchloride compound, ribbed, uniform in dimensions,
dense, homogeneous and free from porosity. The material
shall meet the following minimum requirements:
Standard Grade ASTM Wiest
Tensile Strength ---------- - - - - -- 2,000 psi D412
Ultimate Elongation ------- - - - - -- 300 percent D412
Shore Hardness ------------ - - - - -- 82 3 4 D676
Specific Gravity ---------- - - - - -- 1.37
Cold Brittleness ---------- - - - - -- -20OF D746
Permissible Tolerances:
Width --------------- ------ - - - - -- 3,1/4 inch
Thickness up to 1/4 inch -- - - - - -- 3 1/32 inch
Thickness over 1/4 inch --- - - - - -- 3 1/16 inch
Weight --------------------- - - - - -- 3 9 percent
The minimum dimensions of the waterstops shall be as follows:
Width Lbs. per 100 Ft. Center Bulb
Construction joints in
floor, walls and roof 6 inch 72
Expansion joints between
floor and exterior footing 6 inch 72
Expansion joints between
wall and wall footing
using rubber pads 9 inch 230 3/4 inch ID
Expansion joints between
wall and roof 4 inch 54 3/4 inch ID
Construction joint between
column pad and floor 4 inch 53 -
WA
Waterstops shall be correctly positioned in
the forms so that the center of the waterstop is centered on
the joint. Waterstops shall be held in place in the forms by
use of a splitform or other approved method that will
positively hold the w'aterstop in its correct position.
Horizontal waterstops may be supported by
nails driven under the waterstop at 12 inch intervals to
prevent bending over during pouring.
All horizontal and vertical waterstops which
are not accessible during pouring shall be tied off in two
directions every 12 inches in such a manner that bending is
prevented.
Wherever walls, footings and floor and roof
slabs intersect, the waterstops in the intersecting elements
shall be joined or spliced in accordance with the recommenda-
tions of the waterstop manufacturer so that a completely
watertight joint is obtained.
The spliced joints shall be checked for strength
and pinholes. Splices in joints shall develop a pulling
force _equal to 75 percent of the strength of the unspliced
waterstops.
Care shall be exercised in the placing and
vibrating of the concrete around waterstops so that a continuous
bond is obtained.
- 23 -
equal to
1
medium grade, closed cellular
'
B. Rubber Pads and Sleeves
'
All rubber bearing pads under walls shall be
neoprene. In addition, the material shall meet ASTM R 420
as manufactured
requirements, shall have a minimum ultimate strength of
'
2000 psi, a minimum elongation of 500 percent and a 50
Industries, Inc.,
percent maximum compressive set. Rubber pads shall be of
'
40 durometer.
Way, Los Angeles,
Rubber pads used under the reservoir walls are
covered by Dobell Patent No. 2,932,964 owned by the Preload
'
Company, Inc., 839 Stewart Avenue, Garden City, New York,
11530, and a royalty for their use is required. The Contractor
'
shall submit written evidence that the royalty payment for this
.
project has been paid.
'
Sponge rubber pads shall be similar and equal
to Rubatex R 411 -N soft grade, closed cellular neoprene, as
'
manufactured by the Rubatex Division of Great American
Industries, Inc., of Bedford, Virginia.
Sponge rubber sleeves used in connection with
'
the installation of earthquake cables shall be similar and
equal to
Rubatex R- 180 -14
medium grade, closed cellular
'
by Great
neoprene,
as manufactured
the Rubatex Division of
'
American
Industries, Inc.,
of Bedford, Virginia at 2655 South
Commerce
Way, Los Angeles,
California.
- 24 -
0 0
To prevent any uplift of the pads during
concrete pouring, pads shall be glued to the concrete with
an approved rubber cement material. In addition, pads shall
be held down where possible by dense small concrete blocks
placed under reinforcing steel. Nailing down pads will not
be permitted. All voids and cavities between ends of rubber
pads, or between rubber pad, waterstop and sponge rubber
material, shall be filled with a soft mastic that will not
adversely affect the quality of rubber, plastic and neoprene
�7als.
Sponge rubber pads shall be ordered 1/4 inch
wider than theoretically required to facilitate placing and
to reduce development of voids between sponge rubber, bearing
pads and waterstops. The method of holding down sponge
rubber pads shall be the same as for rubber pads.
/Sponge rubber sleeves shall be tied top and
bottom with tiewire to keep concrete out of the sleeves.
C. Joint Filler
Joint filler shall be Igas as manufactured by
Sika Chemical Corporation. The Joint Slot shown on the
plan shall be formed by suitably sized wood strips that
are removed after the concrete is poured. After the concrete
is cured, the Joint Slot shall be cleaned and dried. Igas
primer shall be applied to all surfaces of the joint in
- 25 -
1
1
1
1
1
1
1
1
1
1
J
1
1
!1
1
'.1
1
1
1
0
0
accordance with the manufacturer's recommendations. when
the primer has thoroughly dried, the joint shall be filled
with Igas using the hot installation method. The joint
shall be filled and finished in accordance with the manu-
facturer's recommendations.
- 26 -
XIV. Prestressed Concrete Construction
A. General
Prestressed concrete construction shall comply
with Section 303 -3 of the Standard Specifications.
The word "wire" shall also mean seven wire strand
and bars, and the words "stressing machine" shall also mean
wire wrapping machines and hydraulic jacks.
While prestressing operations are in progress,
the Contractor shall place barricades and signs and take
other precautions necessary to keep workmen and visitors
outside the danger area of breaking wire. In any event, no
other work shall be performed within 100 feet of the reservoir
wall during prestressing operations.
/ B. Method and Qualifications
t� The circumferential and tendon stressing equipment,
meeting the following requirements, will be considered accept-
able only if such machinery has been successfully used on at
least 3 tanks totalling 10 million gallons in capacity.
Contractor shall subunit with his bid the name and address of
the Owner and the completion dates and location of three such
reservoirs on which the qualifying equipment has been used.
No circumferential stressing system shall be
employed which in any wire at any point around the circumference
- 27 -
develops a stress variation greater than 1.25% and which
is incapable of producing a continuously electronically
monitored permanent stress or force record along the full
length of each wire or strand as it is being applied.
Tensioning systems based on wire reduction and /or
wire deformation will not be accepted. no vertical tendon
stressing system shall be employed which is incapable of
producing a continuously electronically monitored permanent
force - elongation record from zero to full force and to final
lock -off. One abscissa of the permanent recording must show
the elongation in inches and the other abscissa must show
the force in lbs. or Kips. Jack operated cable or rod type
tendons, involving the circumferential movement of steel wire
or rods relative to the wall, will not be permitted.
All electronically monitored force and elonga-
tion records for circumferential and vertical prestressing
must be submitted to and become the property of the City.
C. Materials
Uncoated high tensile steel bars for vertical
tendons shall meet A£TM A -322 and A. -29 standards and shall
have a minimum ultimate strength of 150,000 psi. The
circumferential prestressing steel shall have a hot dipped
galvanized coating of 0.82 oz. /sf. and shall have a minimum
Gam=
I
• •
tubing.
D. Application
'
ultimate tensile strength of 240,000 psi, a yield strength
at 1% extension of 180,000 psi and. a minimum elongation in
'
24" at fracture of 4' %.
.
All anchor plates shall be fabricated of steel
'
which will show no physical distortion when tested to 100
percent of the required anchor capacity.
'
Flexible metal conduit shall be fully interlocked
with a minimum wall thickness of 0.010 inch to 0.012 inch,
'
When necessary, wire ends shall be joined
shall be mortar tight, and at all times shall be rigid enough
'
to avoid collapse under concrete pressure or general working
conditions. PVC tubing may be used in lieu of flexible metal
tubing.
- 29 -
L
D. Application
'
1. Anchoring of Wire.
The wire shall be anchored with approved
.
clamps or anchors, and when used for circumferential pre-
'
stressing, at least once for every coil or reel, in order
to minimize the loss of wire in case of a wire break..
2.
Splicing of wire.
'
When necessary, wire ends shall be joined
by suitable splicing methods that will develop the full
strength of the wire. Use of different alloys in the splicing
material shall not be permitted.
- 29 -
L
11
• �
3. Minimum Concrete Strength.
Stressing may commence as soon as the concrete
has developed a minimum cylinder strength of 4,000 psi. How-
ever, the applied force shall at no time develop compressive
stresses greater than 55 percent or bearing stresses greater
than 100 percent of the concrete strength available at the
'
time the compressive force ,is applied. Wrapping over previously
applied gunite covercoatings may be started 12 hours after the
coating has been installed, unless temperatures have been below
350 F, in which case the gunite shall develop a'minimum com-
pressive strength of 500 psi before wrapping may proceed over
that gunite.
4. Stress Records.
'
All stressing forces for circumferential
and vertical prestressing shall be determined with the aid
'
load falling
of electronic cells having a maximum tolerance
twithin
±1% of the specified forces. Fixed load cells shall
be calibrated against portable load cells, which shall be
'
calibrated by an approved testing laboratory, at the Contractor's
expense, before stressing may be started. The elongation measure-
ments for vertical prestressing shall also be based on electronic
'
transducers. Manual force and elongation readings for any of
the stressing operations will not be accepted.
- 30 -
i' .
11 • •
'
5. Permissible Stress.
'
The initial applied force for circumferential
'
and vertical prestressing shall not exceed 75 percent of the
'
Minimum ultimate strength of the steel, hereinafter called
'
0.75 M.U., nor shall it be less than 0.725 M.U. The force
setting on the stressing machine shall be such that the
applied force shall fall within the 0.725 M.U. to 0.75 M.U.
stress limitation requirement. The force setting shall be
'
corrected immediately in the event that the applied stress
exceeds this condition.
6. Shop Drawings.
The Contractor shall submit shop drawings which
shall cover the vertical prestressing tendons and anchor plates
'
and the wire clamps for the circumferential prestressing wire.
'
7. Wir@ Spacing.
The minimum clear spacing between any 2 wires
to be encased in gunite shall under no condition be less than
1.5 wire diameter or 3/8 inch, whichever is larger. Any wires
'
not meeting the spacing requirements shall be spread by approved
methods or removed.
8. Wire Bundling.
'
Bundling of wrapped wire around pipe or manhole
openings shall not be permitted. Any wires falling in such
- 31 -
11
areas must be spread over a predetermined area above and below
such wall openings, in conformance with the above wire spacing
requirements.
9. Forming of Anchor Pockets.
' Provisions shall be made to flush tendons for
vertical prestressing with water during concrete placement,
except for those type tendons that are fully watertight.
Forms and cover plates for anchor pockets for
'
vertical prestressing shall be strong enough to take the
'
vertical load of the wirewrapping machine. Such forms shall
not be removed until both wire wrapping and gunite operations
'
have been completed. vertical tendons shall not protrude
above the top of the riding surface of the machine.
10. Assembly of Pressure Grouted Tendons.
! '
Tendon components shall be assembled as
detailed on the shop drawings. Particular attention should
'
be given to sufficient taping of joint connections and holes
in flexible tubing and transition cones, developed during
'
transportation, handling, and placing of tendons. To avoid
'
joint connections between flexible tubing, cones and anchor -
plates from working loose, they shall be properly tied together
'
with tiewires or other means. Bars shall be screwed tight into
the anchorplates and all the way to the last thread on the bar.
1
1
- 32 -
' 0 0
' No concrete shall be placed until the place-
ment of tendons and conventional reinforcement have been
' inspected and approved by the Engineer.
12. Vertical tendons shall be flushed with water
' during pouring of concrete after every 6 foot pouring lift of
' concrete, unless such tendons remain watertight during the
pouring. The flushing must continue until pouring and
1
- 33 -
1
A 3/8 -inch nominal diameter grout tube
'
connection shall be provided at each anchor.
Pressure grouted tendons shall be placed at
'
proper locations, elevations and alignments, with a maximum
'
tolerance of plus or minus 1/4 -inch. All tendons shall be
properly tied at the anchorplates and shall be tied and
supported at no more than 10 -foot intervals.
The clearance between bottom anchorplate and
'
waterstop, when placing vertical prestressing tendons shall
'
not be less than 2 inches nor more than 4 inches.
The minimum coverage over bars at the top
'
of the wall shall be 1'h inches. The concrete cover on the
inside wall surface over the anchorplates shall be a
'
minimum of 1� inches and on the outside wall face a minimum
of 1 inch, discounting for gunite covercoat protection.
11. Inspection.
' No concrete shall be placed until the place-
ment of tendons and conventional reinforcement have been
' inspected and approved by the Engineer.
12. Vertical tendons shall be flushed with water
' during pouring of concrete after every 6 foot pouring lift of
' concrete, unless such tendons remain watertight during the
pouring. The flushing must continue until pouring and
1
- 33 -
1
it • 0
vibrating of concrete around the tendons has been completed.
i
Water shall be introduced at the top of the wall, through the
top grout tube, and be permitted to drain through the bottom
grout tube. Upon completion of the water flushing operation,
the tubes shall be given a short burst of compressed air from
the top grout tube down, in order to remove any accumulations
ing concrete surface.
14. Grouting.
' The tendons shall be grouted with a pressure
grout machine capable of developing a pressure of 150 psi.
' Only neat cement shall be used for grouting
' the tendons after stressing. The neat cement shall be mixed
thoroughly with water. The water- cement.ratio shall be such
34
1
of water at the bottom of the tendons.
Cleaning of tendons by connecting air or
'
water to the bottom grout tube will not be permitted. Bars
which accidentally or purposely have been covered with oil
'
or grease shall be cleaned by flushing through the tendons
'
with an approved detergent before grouting may commence.
13. Filling of Anchor Pockets.
'
Upon completion of the stressing operation,
all anchor pockets shall be filled with 3000 psi concrete or
'
mortar. The surface shall be finished flush with the adjoin-
ing concrete surface.
14. Grouting.
' The tendons shall be grouted with a pressure
grout machine capable of developing a pressure of 150 psi.
' Only neat cement shall be used for grouting
' the tendons after stressing. The neat cement shall be mixed
thoroughly with water. The water- cement.ratio shall be such
34
1
i
'
that the mix is of a consistency that prevents settling and
'
separation of the cement and water in the tendons. This
ratio shall be approximately 4' gallons of water to 1 sack
'
of cement.
For vertical prestressing, a valve shall be
1
inches.
screwed onto the top- anchor grout -tube extension of 12
'
The tube and valve may be removed when the cement grout has
set up sufficiently so that no further settlement will take
'
place. Grout tubes shall be unscrewed no earlier than the
day following the pressure grouting operations. Any holes
tresulting
from inside
this, shall be coated on the with an
'
approved epoxy before they may be drypacked with Class "A"
mortar.
' Grouting of tendons shall be started at the
lowest grout- connection. After the grout has come through
' the other end, the valve shall be closed and the pressure
' built up. The valve shall then be opened briefly to let any
remaining air out, after which the pressure is built up to
' 150 psi. When this pressure has been reached, the valve at
the low end near the pump shall be closed. Intermediate
1 valves shall be closed as soon as grout has started to come
through.
I[
IF
e!
'I
- 35 -
XV. Earthquake Cables
' A. General
' Earthquake cables consisting of 7 wire galvanized
strands shall be installed to connect wall and wall footing
' at the locations shown on the Plans.
B. Material
Earthquake cables shall be hot - dipped galvanized
and shall meet ASTM A 416 requirements, before being
galvanized. The amount of galvanizing shall be at least
0.82 oz. per square foot.
C. Placing
The cables shall be cut to length with a burning
torch. Where necessary, the strands shall be pre -bent before
placing the units in wall and wall footings, as called for
on the drawings. The steel surrounded by sponge rubber
sleeves, shall be given a heavy coating of asphalt, shall be
wrapped with a glass -fiber cloth, be given another heavy
coating of asphalt, which shall be wrapped with pipe- fitters
adhesive tape. The sponge rubber sleeves shall then be
placed over the protective asphalt coating.
The strands may be tied to the outer wall
reinforcing curtain or to the vertical prestressing tendons.
In the footing, the strands shall be tied to
the radial footing bars.
- 36 -
0 9
XVI. Gunite Concrete
A. General
Gunite concrete shall be furnished and placed in
accordance with Section 303 -2 of the Standard Specifications,
except as herein modified.
B. Mix
Plastersand shall be used for gunite covercoating
of wire- wrapped walls and shall meet the following gradation:
Sieve Size % Passing by Weight
3/8 inch ----- - - - - -- 100
No. 4 -------- - - - - -- 97 - 100
No. 8 -------- - - - - -- 90 - 98
No. 16 ------- - - - - -- 70 - 85
No. 30 ------- - - - - -- 35 - 55
No. 50 ------- - - - - -- 15 - 25
No. 100 ------ - - - - -- 2 - 8
The sand shall have a fineness modulus of not
less than 2.40 nor more than 2.75. The mix shall be 1 sack of
Portland Cement to 3' cubic feet of sand by volume. The gunite
strength at 28 days shall be not less than 4,000 psi.
Sand shall be delivered to the job site at least
2 days before its use so as to permit excess water to drain
off. Sandpiles shall be covered with tarpaulins or poly-
ethylene sheets at night and also during the day in the event
- 37 -
The second protective cover for the pre-
' stressing wire shall be applied over the flash coat, and shall
' consist of 1 sack of Portland Cement to 3 cubic feet of
Plastersand.
38 -
I'
l'
of rainy weather.
'
1. Cement Slurry Coats.
For the "dry- process ", where the sand - cement
'
mix is
conveyed through the hose in a dry condition with the
'
aid of compressed air, the prestressing wire shall.be coated
with a slurry coat consisting of cement and water that will
'
provide a coverage of 1 sack of Portland Cement to no less
than 125 square feet or not more than 150 square feet of wall
'
area.
'
2. Flash Coats.
.
The slurry coat shall be covered with a
tgunite
flash coat consisting of 1 sack of Portland Cement to
•
3 cubic feet of Plastersand for the "dry- process" or 1 sack of
'
cement to 215 cubic feet of Plastersand for the "wet- process ",
'
where the sand - cement mortar mix is conveyed through the hose
in a wet mixed condition by means of special pumps, before it
'
is applied on to the wall at high velocity through high speed
rollers or compressed air injected at the nozzle.
'
3. Second Coat.
The second protective cover for the pre-
' stressing wire shall be applied over the flash coat, and shall
' consist of 1 sack of Portland Cement to 3 cubic feet of
Plastersand.
38 -
I'
l'
- 39 -
1
The other two shall be
tested at 28 days.
'
'
The
4. Finish Coat.
'
A finish coat shall be applied over the second
remainder
coat, and shall consist of 1 sack of Portland Cement to 3 cubic
'
feet of Plastersand.
and stored until after
C. Testing
made and
At the discretion of the Engineer, cubes may be
'
sawed, or cores having a minimum diameter of 2 inches and an
in writing,
L/D of 1 or greater, may be drilled from test specimens
'
prepared specially for testing purposes or actually taken
'
from the structure under construction. Results must be
corrected to L/D = 2 as described in ASTM C 42.
Gunite specimens shall be shot on a plywood form
in one continuous operation to the required height of the
'
block. The size of the blocks shall be such that 9 test cubes
or cylinders can be made from each block.
One gunite test specimen shall be made during
'
each day's operation. Four cubes or cylinders shall be cut
or cored from each gunite block 14 days after its application.
'
Two cubes or cylinders shall be tested for the 14 -day strength.
- 39 -
1
The other two shall be
tested at 28 days.
'
The
remainder
of the gunite blocks
shall be cured
'
and stored until after
the 28 -day test has been
made and
until the Engineer has
informed the Contractor,
in writing,
- 39 -
1
0 0
that no additional tests are required. All gunite specimens.
shall be properly numbered and dated and a record shall be
made by the Contractor as to the relative location of the work
for which these samples were prepared. All cubes or cylinders
shall be dense and free from sandpockets.
Fourteen -day cores shall develop a minimum
strength of 2,900 psi. Twenty- eight- day.cores shall develop
a minimum strength of 4,000 psi.
The cost for cutting, coring, and testing of
cubes or cylinders shall be borne by the City.
D. Equipment
Mixing equipment shall be capable of thoroughly
mixing the sand and cement in sufficient quantity to maintain
placing continuity, shall be self - cleaning and capable of
discharging all mixed material without any carry over from
one batch to another. The equipment shall be inspected and
cleaned at least once a day and more often if necessary to
prevent accumulations of batched material.
Delivery equipment must be capable of discharging
mixed material into the hose under close control, and it must
be able to deliver a continuous smooth stream of uniformly
mixed material at the proper velocity to the discharge nozzle,
free from slugs of any kind.
- 40 -
'
Gunite
on walls shall not
be placed in layers
'
The discharge nozzle for the "dry process" shall
'
be equipped with a manually operated water injection system
capable of directing an even distribution of water through
corners may be expected.
the -
Gunite
sand cement mixture. It must also be capable of ready
'
adjustment to vary the quantity of water by the nozzleman.
bottom then progress
Also, for the "dry process ", a sufficient number
'
of water -rings and nozzle liners, as well as various sizes
and types of nozzle, shall be on hand before any gunite work
'
may be applied. Equipment parts, especially the nozzle liner
'
and water -ring, shall be regularly inspected and replaced as
required. /
Placing and Finishing
V
The Contractor shall satisfy the Engineer that
'
the nozzleman has had a minimum of 2 years continuous experience
'
on structural gunite work, at least 6 months of which shall
have been as nozzleman. Gunite pool and ditch construction
'
shall not be considered as qualifying experience for the
nozzleman.
'
Gunite
on walls shall not
be placed in layers
'
thicker than 3/411.
The material shall
be applied sufficiently
wet that a proper flow of gunite into
corners may be expected.
'
Gunite
placement on walls
shall be started at the
bottom then progress
upward.
- 41 -
1
0 0
Cement slurry coats over wire may be applied by
the dry or the wet gunite process. The application velocity
shall be high enough and the mix wet enough that a proper
penetration into all voids around the wire is insured. Plaster
mixers may be used if sufficient air and pressure can be added
at the nozzle to insure proper penetration of the material.
The flash coat shall be applied before the slurry
coat sets up. Flash coatings shall be applied on the wire at
a wet enough consistency to insure a proper flow of the
material around the wire. The minimum cover over the wire,
not including the thickness of the wire, shall be 3/8 inch
minimum.
Second coatings shall be applied over the final
flash coat to a minimum thickness of 5/8 inch. The surface of
this coat shall be broomed after the initial set of the gunite.
Finish coatings shall be applied over the final
coat to a minimum thickness of 5/8 inch.
Immediately in advance of applying the slurry
coat, the second coating and the finish coating, the existing
surface shall he cleaned and sprayed with air and water.
F. Curing
Intermediate layers of gunite shall be kept damp
by hand spraying with water.
- 42 -
0 0
The final gunite surface shall be continuously
water cured for a period of 7 days. Membrane curing will
not be permitted.
- 43 -
'
XVII. Painting
I The exterior wall and roof
slab of the reservoir
shall be painted with two coats of
Sika -Seal at the rate of
150 square feet per gallon per coat.
The first coat shall be
'
applied as soon as the water curing
of the gunite or concrete
has ceased. The second coat shall
be applied when the testing
'
of the reservoir is completed. The
Sika -Seal shall be applied
in accordance with the manufacturer's
recommendations.
1
- 44 -
1
r
XVIII. Reservoir Testi
After the reservoir construction has been completed,
but prior to backfilling the walls, the reservoir shall be
filled and remain filled for 10 days. The leakage shall then
be determined by measuring the drop in the water surface which
shall not exceed 1 /10 inch in 24 hours. In addition, all
visible leaks shall be stopped in a manner approved by the
Engineer.
Water for the initial filling of the tank will be
furnished by the City at no expense to the Contractor. If
the reservoir needs to be drained and refilled to make repairs,
no charge will be made for the refilling provided the water
drained from the tank is acceptable by the Engineer for reuse
in the City's water system. If the water is not acceptable
for use in the City's system, then $300 shall be deducted from
amounts due the Contractor for each refilling required.
Prior to filling the reservoir, the inlet line and the
reservoir shall be sterilized as specified herein.
- 45 -
0
11
XIX. Utility Tu=el
The tunnel may be constructed by use of Quickset
preformed sections as manufactured by Associated Concrete
Products, Inc. or by poured -in -place methods.
Final approval for use of Quickset products by the
Engineer will be contingent upon receipt of shop drawings and
structural calculations indicating that the components when
assembled can unconditionally satisfy the use for which they
are intended. Calculations must include the variable height
backfill and the access shaft.
Supports shall be provided under all valves, the
altitude control valve, and pipe, as required, to provide a
rigid system.
The hole in the tunnel roof required for the valve
control extension shaft shall be located and cored after the
valve has been assembled and the exact location is known.
If the tunnel is poured in place, construction shall
conform to the requirements of the Concrete Section of these
Specifications.
- 46 -
I' - 47 -
I'
•
'
XX. Altitude Control Valve & Appurtenances
A. Valve
The altitude control valve shall be a Clayton
'
Two -way Flow - 206 -1.M, CI BZT, flanged, with epoxy internal
'
coating as manufactured by the Cla -Val Company of Newport
Beach, California. Flanges shall be 125 lb. conforming to
.'
ANSI B 16.1. The stem shall be supplied with a plastic
sleeve. The valve and appurtenances shall be installed in
'
conformance with the manufacturer's recommendations. The
'
height difference between the surfaces of the mercury in
the chambers shall be set at 1'10 ". This is intended to close
the water supply valve when the water in the tank reaches an
elevation of 661.5171. This provides a maximum water depth of
'
24'11" above the floor of the tank and 118" below the overflow
elevation.
B. Sensing Line
'
The pressure sensing line from the pilot control
to the flanged wall sleeve shall be 3/4" copper tubing attached
'
securely to the inside wall of the tunnel by use of galvanized
metal clamps at 3 -foot minimum intervals. Pipe bends and
'
clamps shall not crimp or deform the pipe in any way. The
'
pipe shall be installed on a straight grade upward from its
connection to the pilot control to the corporation stop so as
'
to avoid creation of air pockets.
I' - 47 -
I'
0
6
C. Curb Stop
A 3/4 inch curb stop and drain shall be installed
on the sensing line as indicated on the plans. The curb stop
shall be Mueller H- 15288.
D. Water Level Gauge
A water level (altitude) gauge, Crosby - Ashton
AAAH- 30417, shall be mounted on the 3/4" x 1/4" tee in the
3/4" copper pressure sensing line as indicated on the plans.
The dial shall face the access shaft and shall
have a range from 0 to 30 feet of water. The gauge shall be
calibrated after installation so that the water level in the
reservoir is accurately indicated.
- 48 -
0
0
XXI. Piping
A. General
All piping materials shall conform to the
applicable portions of Section 207 of the Standard .
Specifications.
B. Cast Iron Pipe
Cast iron pipe and fittings shall comply with
applicable portions of Section 207 -9 of the Standard Speci-
fications. Pipe shall be Class 150. Cast iron fittings
shall conform to Section 207 -9.9 of the Standard Specifications
and shall be for a working pressure of 156 psi. All cast iron
pipe and fittings shall be cement lined.
C. Copper Pipe
Copper pipe shall conform to A.S.T.M. Designation
888 Type K. Fittings shall be wrought copper designed for
150 psi working pressure with soldered joints unless otherwise
shown.
D. Asbestos Cement Pipe
Asbestos cement pipe to be used in construction
of the overflow and storm drains shall conform to Section 207 -6
of the Standard Specifications.
E. Victaulic Ccuplin s
Victaulic couplings shall be Style— " as manu-
factured by the Victaulic Company of America.
- 49 -
L
1
.1
1
i
I
0 •
F. . Sleeve Type Couplings
Sleeve type couplings located in the utility
tunnel shall be Dresser Style -53 as manufactured by Dresser
Induatri:es
The eoupling between the cast iron and asbestos -
cement pipe shall be a "Ring -Tice" adaptor.
G. Gaskets and Dolts
Gaskets for flanged joints shall be full face
and cut from 1/8" thick rubber.
Bolts for above ground (utility tunnel) flange
joints shall conform to the requirements of the "Specifica-
tions for Low Carbon Steel Externally and Internally Threaded
Standard Fasteners ", Grade B (A.S.T.M. Designation A307).
Bolts shall have a minimum tensile strength of 55,000 psi.
Bolts and nuts for buried flange joints and for all fittings
inside the reservoir tank shall be Type 316 Stainless Steel.
H. Pipe Line Testing
The piping system shall be tested in accordance
with Section 306 - 2.3.10 of the Standard Specifications.
Water ivr the tests will be furnished by the City.
I. Protective Coatings
The exterior surface of all buried valves, flanged
joints, and other buried items which are not mortar coated
- 50 -
I'
1
1
t
0
except for cast iron pipe and fittings shall be thoroughly
cleaned and given two coats of EC -244 as manufactured by
Minnesota Mining and Manufacturing Company. The coating
shall be applied strictly in accordance with the manufacturer's
recommendations. After drying, the coating shall have a
minimum thickness of 1/8 inch.
* * * * * * * * * * *
- 51 -
XXII. Disinfecting
The piping system shall be disinfected in accordance
with Section 306 - 2.3.10.2 of the Standard Specifications.
Prior to disinfecting the reservoir, the interior
shall be thoroughly cleaned. All loose debris shall be
removed and then the walls and floor washed thoroughly with
clean water. The inlet - outlet pipe shall be capped during
the cleaning operation after the wash water has been removed.
Water containing 50 ppm chlorine shall be placed in the
reservoir to such depth that when the tank is filled the
resultant chlorine concentration shall be no less than 2 ppm.
The water containing 50 ppm chlorine shall be held in the
reservoir for 24 hours before the reservoir is filled. The
full reservoir, in turn, shall be allowed to stand for 24
hours, after which the reservoir may be put into service
without draining the water used to disinfect it.
- 52 -
1
1 XXIII. Reservoir Water Level Transmitter
The water level transmitter shall be compatible with
the Zone IV reservoir level receiver unit (Bristol Model
IMIM500G14R) to be installed, by others, in the control
1 building at the City of Newport Beach's Big Canyon Reservoir.
1 The Contractor shall acquaint himself with these controls by
contacting the City's Public Works Department, phone (714)
673 -2110, and by reviewing the construction plans for the
City's Contract C -1350, Plans W- 5082 -5.
The instrument shall indicate as well as transmit
the reservoir water level. The indicating scale shall have
a range of 0 - 30 feet. The transmitter shall be enclosed
in a case suitable for mounting in the weatherproof electrical
cabinet shown on the plans. The transmitter shall be Bristol
OG685M -14.
The transmitter shall be connected to a Bristol
Pressure Bulb #31 by 1/4 -inch copper tubing. In the ground,
1 attach the 1/4 -inch tubing to the electrical conduit. This
should be accomplished outside the access shaft, through the
wall, and down the access shaft. At that point the line
shall be run over to the side of the tunnel where the altitude
1 control valve's pressure sensing lines are to be located.
- 53 -
.1
u
1
1
1
.1
1
1
1
1
1
'1
l
1
1
1
1
1
1
• •
The tubing shall then be attached to the inside face of the
tunnel and run along with the pressure sensing lines. Care
shall be taken in bending and attaching the tubing to avoid
crimping.
The pressure bulb shall be mounted on a 1/4 -inch tee
in the 3/4 -inch pressure sensing tubing adjacent to the
altitude gauge.
The Contractor shall make the necessary electrical
connections between the transmitter and electric service;
but the City will make the arrangements, with the Telephone
Company for the necessary transmission connections.
- 54 -
0 0
XXIV. Electrical Service and Liahtin
A. General
The work covered by this section consists of
furnishing all labor, materials, and equipment and perform-
ing all operations required for a complete and operable
electrical system as indicated on the drawings and /or as
specified herein. Miscellaneous appurtenances are not
necessarily specified or shown on the plans.
All work and materials shall be in accordance
with the City of Newport Beach Electrical Code which is
the 1468 National Electric Code.
Materials shall be new, shall be listed and
approved by Underwriter's Laboratories, and shall bear the
Inspection Label where subject to such approval.
B. Electrical Cabinet
The electrical cabinet shall conform to the
dimensions shown on the drawings. The meter socket, circuit
breaker panel and reservoir level transmitter shall be
mounted within the cabinet. The cabinet shall be free
standing, weatherproof construction and equipped with double
hinged doors that have a hasp and bolt for two padlocks. The
cabinet shall be hot - dipped galvanized after fabrication.
C. Service
The Contractor shall apply for service in the
- 55 -
0 •
name of the City to the Southern California Edison Company
for installation of the meter. The Contractor shall provide
the meter socket, the conduit stub, and pay all service and
cable charges required by the Edison Company.
The meter socket shall be single phase, 125 amp.,
and conform to the Edison Company requirements.
Five 15 amp. circuit breakers shall be installed
in the electrical cabinet. The tunnel lighting circuit,
irrigation controller, water level transmitter and area
lighting circuit shall be connected to separate circuit breakers.
D. Conduit
Exposed conduit shall be rigid steel conforming
to the requirements of Section 209 -1 -3 of the Standard
Specifications. Buried conduit shall be PVC Schedule 40
conforming to NEMA Standard TC -2 and shall be U.L. listed.
E. Electrical Fixtures
Three lights shall be installed along the roof
of the tunnel as shown on the drawings. The fixtures shall
be incandescent, vaporproof, ceiling mounted with clear globe
and screw guard, 200 watt Crouse -Hinds No. V22009.
An outdoor type toggle switch shall be installed
in the lighting circuit immediately inside of the access hatch.
The switch shall be Standard Grade "T" rated, 20 amps, 125
volts, Crouse -Hinds DS128.
- 56 -
0
0
The convenience outlet shall be three -pole,
polarized, twist -lock type with grounded pole, rated 15
amperes, 125 volts, and shall be equipped.with cover plate
and "FS" box, Hubbell No. 7580G.
- 57 -
1
XXV. Valves
'
All gate valves shall conform to Section 207 -14 of
the Standard Specifications, with flanged ends and hand wheels.
'
The flanges be faced drilled to
shall and conform with ANSI
'
B 16.1 Class 125.
The valve stem extension on the reservoir outlet
'
valve is intended to provide for operation of the valve from
the surface as well as inside the tunnel. The extension
'
shall be plumbed true vertically and located in the center
'
of the shaft.
The hole for the extension shaft shall be located.
'
and cored through the roof of the tunnel after the valve
is installed in its final position to insure that it is
'
directly over the center of the valve. The shaft shall be
securely attached to the roof of the tunnel so that it does
'
not shift during backfilling. The shaft shall be asbestos
'
cement pipe, Class 100. Joints shall be sealed to prevent
ground water leakage.
'
The extension shall be bolted to the valve stem in
such a manner that it can be detached for valve removal or
maintenance.
- 58 -
1
1
• •
XXVI. Access Hatches
The reservoir access hatch shall be a roof scuttle,
aluminum, Bilco Type S -50.
The access tunnel hatch shall be a double leaf door,
aluminum, Bilco Type JD -4AL.
The hatches shall be fastened to the concrete curbs
in accordance with the manufacturer's instructions.
- 59 -
1
i
1
1
7
'1
1
1
1
1
1
1
1
1
0 0
XXVII. Access Lac38ers
The reservoir access ladder shall be fabricated of
steel to the dimensions shown on the plans. The ladder shall
be hot -dip galvanized after fabrication. To facilitate
handling, the ladder may be fabricated in sections and field
bolted. The bolted splice shall be approved by the Engineer.
All miscellaneous metal fittings, brackets and bolts shall be
galvanized.
The portable ladder for the access tunnel shall be
steel hot -dip galvanized after fabrication, Alhambra Foundry
A -3380.
,No-
9 0
XXVIII. Air Vent
The air vent shall be constructed as shown on the
drawings. All fabricated steel shall be hot -dip galvanized
after fabrication.
The fiberglass filters shall be standard commercial
filters conforming to the dimensions shown on the drawings.
* * * * * * * * * * *
- 61 -
0 0
XXIX. Dampproofing Membrane
A dampproofing membrane shall be applied to the
exterior surface of the reservoir roof slab. The membrane
shall consist of a primer and 3 layers of asphalt alternated
with 2 layers of glass fiber fabric.
The primer shall be Johns - Manville unfibered asphalt
emulsion diluted with not more than 20% water. Asphalt shall
be Johns - Manville unfibered asphalt emulsion. The glass
fabric shall be Johns - Manville Duramesh, Type 931.
The dampproofing shall be applied in accordance
with Johns - Manville Specification DP -1.
Earth backfill shall be placed over the dampproofed
surface in such a manner that the membrane is not damaged.
- 62 -
6 0
' XXX. Impermeable Membrane
i
✓A. General Requirements
I
The work covered by this Section consists of
' installing a polyvinyl chloride (PVC) plastic membrane
covered with a layer of sand beneath the reservoir together
with an underdrain system as shown on the drawings.
1
finished surface shall not vary more than 0.05 feet from the
- 63 -
B. Special Requirements
Previous Experience of the Contractor: The
'
membrane Contractor shall have demonstrated his ability to
do this work by having previously successfully installed
in hydraulic structures such as reservoirs and lakes a
'
minimum of one million square feet of PVC plastic linings.
/. Earthwork
tThe
earthwork necessary to prepare the subgrade
below the membrane shall be done in accordance with the
requirements of Section XI. The excavated material may be
'
stockpiled and used for reservoir backfill.
✓D. Sand Blanket
'
The material for the sand blanket shall conform
to Section 200 -1.5 of the Standard Specific4tions with a
minimum sand equivalent of 50. The sand shall be placed on
the completed subgrade and compacted to 95% density. The
1
finished surface shall not vary more than 0.05 feet from the
- 63 -
0 0
indicated grades and shall be maintained in a uniform and
smooth condition during the placing of the PVC membrane.
E. PVC Plastic Membrane Material
1. Description of PVC Plastic Materials: The
PVC plastic material shall consist of widths of.calendered
polyvinyl chloride sheeting fabricated into large sections by
means of special factory- bonded seams into the minimum number
of large sections required to fit the reservoir. It shall be
as manufactured by Staff Industries, Inc., Upper Montclair,
New Jersey, or approved equal. All PVC plastic materials
shall be delivered to the job site in original sealed containers
with the brand and name of the manufacturer clearly identified.
a. Material Composition.
The PVC material shall be manufactured
from domestic virgin polyvinyl chloride resin and suitably
compounded of high quality ingredients to produce a flexible,
durable, water - tight product. Addition of all formula ingre-
dients in the mix stage shall be such as to insure complete
dispersion throughout the compound prior to calendering. The
calendered material shall be produced in a standard minimum
width of 54 inches and shall be uniform in color, thickness,
size and surface texture. Thickness shall be 20 mils as shown
on the drawings.
- 64 -
A • •
b. Material Physical Characteristics.
' The PVC plastic material shall be certi-
fied in writing by the manufacturer to have the following
minimum physical characteristics:
'1
Il
1
1
11
11
1
Test
Typical Test
Test Values Method
1.
Thickness
Specified ± 10%
2.
Specific Gravity
1.24 - 1.30
3.
Tensile Strength, psi, min.
2200
4.
Elongation, 8 min.
3008
5.
100% Modulus, psi
1000 - 1600
6.
Elmendorfer Tear,gms /mil,min.
160
7.
Graves Tear, lbs /in.,min.
270
8.
Water Extraction, % max.
0.35
9.
Volatility, % max.
0.7
10.
Impact Cold Crack OF.
-20
11.
Dimensional Stability, max.
8 (100oC -15 min)
5
12.
Shore Durameter, "A"
65 - 75
13.
Outdoor Exposure, sun hrs.
1500
14.
Bonded Seam Strength 8 of
Tensile, min.
80%
15.
Pinholes /10 sq. yds. max.
1
16.
Resistance to Burial
17. Alkali Resistances
18. Color
ASTM D882 -B
ASTM D882 -B
ASTM D882 -B
ASTM 689
ASTM D1004
AST14 D1239
ASTM D1203
ASTM 1790
ASTM D676
Meets USBR
Test (specially formu-
lated for resistance to
micro - biological attack)
Passes Corps of
Eng. CRD- 572 -61
Black or
Gray
C. Factory Fabrication.
Individual widths of PVC plastic material
shall be factory fabricated into large sections by solvent or
electronic bonding into the minimum number of pieces required
- 65 -
0 0
to fit the subgrade using a minimum joint width of � inch.
After fabrication, the sections shall be accordion- folded in
both directions and packaged for minimum handling in the
field. Wooden boxes for packaging shall be used for all
sections which weigh over 1,000 pounds to prevent damage to
sheeting during shipment.
d. Adhesive.
All PVC -to -PVC adhesives shall be of
a type or types recommended by the manufacturer for use with
their material.
F. Installation of PVC Plastic Membrane
17 General: The PVC plastic sections shall be
installed on the prepared surfaces of the bottom and slopes
of the subgrade in such a manner as to assure minimum handling.
The sections shall be of such lengths and widths and shall be
placed in a manner to reduce jointing to a minimum. Any
portion of the sections damaged during installation by any
cause shall be removed or repaired by using an additional
piece.of material as specified under Paragraph F.l.b.
a. Field Lap Joints.
Lap joints shall be used to seal factory -
fabricated pieces of PVC plastic sections together in the field.
'1
Lap joints shall be formed by lapping the edges of the pieces
' a minimum of two (2) inches. The contact surfaces of the
pieces shall be wiped clean to remove all dirt, dust, moisture,
1 or other foreign materials. Sufficient cold - applied PVC -to -PVC
adhesive shall be applied to both contact surfaces in the joint
area and the two surfaces pressed together immediately. Any
1 wrinkles shall be smoothed 'out. After the initial seal of the
lap joint has been made, any free edges of the PVC plastic
1 sections shall be resealed using adhesive to insure a completely
'
watertight joint.
b. Repairs to PVC Plastic Sheeting.
'
Any necessary repairs to the PVC plastic
sheeting shall be made using a sufficient size piece of the
1
PVC PVC -to -PVC Method
plastic sheeting and adhesive. of
'
application shall be as specified under Paragraph F.l.a.
G. Vitrified Clay Underdrain Pipe
1
1. Material
The 4" underdrain pipe shall be perforated
flat bell extra strength vitrified clay conforming to ASTM
1
C -211. The flat bells shall have integrally formed lugs to
provide for positive placement of perforations. The 6"
1
underdrain pipe shall be extra strength non - perforated vitri-
fied clay with plastic compression joints conforming to
1
- 67 -
1
1
1
'
Section 207 -8 of the Standard Specifications.
'
2. Installation
Underdrain pipe shall be laid to the
'
lines and grades indicated in accordance with the applicable
portions of Section 306 of the Standard Specifications. The
flat bell perforated pipe shall be laid directly on the PVC
'
membrane. The non - perforated pipe shall be bedded as
required in the Standard Specifications.
'
H. Permeable Material
Permeable material for use in backfilling over
the perforated underdrain and PVC membrane shall consist of
'
hard, durable, clean sand, gravel, or crushed stone, and shall
be free from organic material, clay balls, or other deleterious
'
substances.
'
The percentage composition by weight of permeable
material in place shall conform to the following grading when
'
determined by Test Method No. Calif. 202.
Sieve Sizes Percentage Passing
'ill
100
3/4" 90 -100
3/8" 40 -100
'
No. 4 2,5 -40
No. 8 18 -23
No. 30 5 -15
No. 50 0 -7
'
No. 200 0 -3
1
1
1
I
1
1
0
•
When tested in accordance with Test Method No.
Calif. 229, the permeable material shall have a durability
index of not less than 40. The permeable material shall be
placed over the underdrains and the PVC membrane and compacted
to 95% density. Extreme care shall be taken during placement
and compaction to prevent damage to the PVC membrane.
i'
i
I
IU
' XXXI. Irrigation System
A. Scone
' The Contractor shall perform all irrigation
work as indicated and specified, complete.
1 S. General Conditions
' All scaled dimensions are approximate. The
Contractor shall check and verify all site dimensions and re-
ceive Engineer's approval prior to proceeding with work under
this Section.
The Contractor shall coordinate installation
' of all sprinkler materials, including pipe, so there shall be
no interference existing with, or difficulty in planting trees,
' shrubs, planting, or utilities and other constructions.
The Contractor shall keep the premises clean
1 and free of excess equipment, materials and rubbish incidental
to work.
1
11
1
.1
1
The Contractor shall protect work and work of
others at all times in performance of work.
The Contractor shall carefully note all finished
grades before commencing work. He shall restore any finished grade
changed during course of this work to original contours.
C. Materials
- 70 -
Iassemblies) in such a manner as to conform with details per
plans.
1 Install NO multiple assemblies on plastic lines.
' Provide each assembly with its own outlet.
Install all assemblies specified herein in accor-
dance with respective detail. In absence of detail drawings or
specifications pertaining to specific items required to complete
' work, perform such work in accordance with best standard practice
' with prior approval of engineer.
3. Line Clearance: All lines shall have a
' minimum clearance of 6" from each other, and from lines of other
trades. Parallel lines shall not be installed directly over
' one another.
' 4. Trenching: Dig trenches straight and sup-
port pipe continuously on bottom of ditch. Lay pipe to an even
' grade. Follow layout indicated on drawings. Provide minimum
cover of 12" for all non - pressure lines. Provide minimum cover
' of 18" for all pressure lines.
' 5. Thrust Blocks: Provide pouted concrete
thrust blocks at each horizontal and vertical change of direction
' on all pressure lines. (see detail)
6. Backfilling: Compact backfill for trench-
'
�l
- 71 -
1
' 1. Pipe Lines and Fittings:
Pressure supply lines shall be PVC 2110P
Schedule 40, Type II, Grade I NSF approved.
Non - pressure lines shall be PVC 1220
' class 200, Type I, Grade Il NSF approved.
All solvent shall be approved by manufac-
tirer of pipe and fittings.
' Plastic fittings shall be Ring Tite PVC,
Type I, IPS Schedule 40, NSF approved on all pressure lines,
tor PVC, Type I - II IPS Schedule 40, NSF approved on all non -
' pressure lines.
Couplings shall be made from extruded
stock, reamed with a taper.
All plastic fittings shall be a molded
' type fitting.
' 2. Remote Control Valve: Shall be Rain Bird
"E" Series. Install as per detail.
' 3. Quick Couplers Valves: Shall be Rain Bird
#33. Install as per detail.
' 4. Pressure Vacuum Breaker shall be S.M.R.
Install as per detail .
1 S. Control Wiring:
' Use direct burial wire AWG -UF type. Wiring
' - 72 -
1
' shall occupy the same trench and shall be installed along the same
route as the pressure supply lines wherever possible. where more
' than one wire is placed in a trench, the wiring shall be taped
together at intervals of 15 feet.
All splices shall be soldered, coated with
General Bakelite Cement (or approved equal). An expansion curl
should be provided within 3 feet of each wire length on runs
more than 100 feet in length. Expansion curls shall be formed
by wrapping at least 5 turns of wire around a one or more inch
diameter pipe, then withdrawing the pipe.
6. Automatic Controllers: ;hall be Rain Bird
Controllers, 120 V, 60 cycle, A.C.,,pedestal mounted as per
detail.
7. Irrigation Heads: Shall be type and perfor-
mance as noted on Legend. Install as per detail.
D. Installation Procedures
1, water Supply: Install irrigation system
to point of connection at approximate locations shown on drawings.
Contractor will be responsible for minor changes caused by actual
site conditions.
2. Assemblies: Routing of pressure supply lines
as indicated on drawings is diagrammatic. Install lines (and various
- 73 -
' ing to dry density equal to adjacent undisturbed soil, and con-
form with adjacent grades without dips, sunken areas, humps, or
' other irregularities. Place a minimum of 6" of clean soil, free
of debris, rock, etc. under and over lines for initial backfill
on all pressure supply lines. Place initial backfill on all
' non - pressure lines of a fine granular material with no foreign
matter larger than 1/2" in size.
' 7. Testing: Test all pressure lines under
hydrostatic pressure of 125 lbs per sq in, and test all non-
' pressure lines under existing static pressures and prove both
' watertight. Sustain pressures in lines for not less than 4
hours. If leaks develop, replace joints and repeat test until
' entire system is proven watertight. Tests shall be observed and
approved by Engineer prior to backfilling. Upon completion of
' each phase of work, test entire system and adjust to meet site
' requirements.
S. Electrical: The Contractor shall be re-
. sponsible for making electrical connections for the automatic
controller.
9. System Check: Completely check and ad-
' just entire system and make any repairs that are necessare to
complete this work. Notify Engineer in writing upon completion
' of this work.
' - 74 -
10. Inspection of Work: Installation and
operations must be approved by ingineer, as specified.
11. Record Drawings: Contractor shall pro-
vide a reproducable drawing of exact locations of following items,
drafted in neat and legible form: Connections to existing water
lines and backflow units; gate valves; routing of sprinkler lines;
sprinkler control valves; routing of control wire.
E. Equipment
Contractor shall supply and deliver to the
Engineer the following equipment and information: 2 coupler
valve keys with hose swivel ell; 2 sets of various special wrenches
or tools that may be required for adjustment of sprinkler heads or
equipment; 1 set of operating manuals, for each piece of equipment
having same.
F. Guarantee
The entire sprinkler system shall be guaranteed
in writing by the contractor as to material and workmanship, in-
cluding settling of backfilled areas below grade for a period of
one year following the date of acceptance by City Council.
Should any operational difficulties in connection
with the sprinkler system develop within the specified guarantee
period, which in the opinion of the Owner may be due to inferior
material and /or workmanship, said difficulties shall be immediately
corrected by the contractor to the satisfaction of the Owner at no
additional cost.
- 75 -
•FORM OF GUARANTEE •
When requirea by the specifications, written guarantees shall
be in the form of the following guarantee, on the sub - contractor's,
contractor's or materials supplier's own letterhead:
"GUARANTEE FOR
we hereby guarantee that
which we have installed in
have been done in accordance with the drawings and specifications
and that the work as installed will fulfill the requirements
included in the specifications. We agree to repair or replace
any or all of our work, together with any other adjacent work
Which may be displaced by so doing, that may prove to be defective
in its workmanship or material within a period of years
from date of acceptance of the above mentioned structures by
owner, ordinary wear and tear and unusual abuse or neglect excepted.
In the event of our failure to comply with the above mentioned
conditions within a reasonable period of time, as determined by
the owner, after being notified in writing by the owner, we,
collectively or separately, do hereby authorize the owner to
proceed to have said defects repaired and made good at our expense,
and we will honor and pay the costs and charges therefor upon
aemand."
Signed
(Gen. Contractor or Sub - Contractor)
Counter- signed
General Contractor if for Sub - Contractor)
Local representative to be contacted for service
Name
Address
Phone No.
- 76 -
XXXII. Landscape Planting_
A. Scope
' Perform all grading and soil preparation,
planting and maintenance as indicated and specified, complete.
B. Grading
Install grades as indicated on drawings. All
grades shall be finished to within plus or minus 1 /10 foot. Soil
compaction in planting areas shall not be greater than 90 %, and
not less than 80 %.
C. Soil Preparation
1. Materials:
Organic amendment - derived from wood or
bark, granular in nature, stabilized with nitrogen and fortified
with minerals, and having the following properties: Particle
size - mi.n. 95% passing 4 mesh screen; min. 80% passing 8 mesh
screen. Nitrogen content - 0.5% based on dry weight for red-
wood sawdust. 0.7% based on dry weight for fir sawdust. 1.0%
based on dry weight for fir or pine bark. NOTE: Pine sawdust
is not acceptable. Salinity - maximum conductivity 3.5 millim-
hos/cm Q 25 degrees C., as measured by saturation extract con-
ductivity. Organic content - idin. 90% by weight.
2. Fertilizer:
or equal.
Commercial fertilizer - 6- 20 -20, Best Co.,
- 77 -
3. Approved Imported Soil.:
Approved non - saline soil on top 18".
Sandy loam, free of toxic minerals, clay and clay lumps; testing -
maximum conductivity 3.5 millimhos /cm at 25 degrees C., as measured
by saturation extract conductivity.
D. Soil Preparation Procedure
1. For trees and shrubs the following prepared
soil mix shall be used for backfill in tree pits:
Quantities per Percent by
_Cu yd of Mix Volume
Soil (Excavated) 6.25 cu ft 251
Organic Amendment 6.25 cu ft 25
Imported, non - saline
soil 13.5 cu ft 50
Plus: 5 lbs of
commercial fertilizer 6/20/20
E. Preparation of Landscape Areas
All planting areas are to be graded. Uniformly
apply 20 lbs commercial fertilizer 6 -20 -20 and 6 cu yds organic
amendment to all planting areas per each 1,000 sq ft, and work
into soil by cultivating, spading or rototilling to a depth of at
least 3 to 6 ", and finish grades to smooth finish 1 inch below
adjacent paving or curbs, and remove all rubble, rubbish and weeds
from site.
�L�
I
0 0
Y. Samples and Compliance 'testing
Designated testing or raw materials used
and final mixes shall be performed by a soils laboratory selected
and paid for by the owner. In the event of noncompliance, Con-
tractor shall make necessary corrections by additional submittals
or by adding, properly admixing, or otherwise, adjusting backfill
mixes in the manner to be specified by the Engineer with subsequent
conformance tests to be carried out at the expense of the Contractor
until conformance has been attained. The following samples of
materials shall be supplied to the designated laboratory by the
Contractor at the commencement of work: organic amendment, wood
residual: submit 1 cu ft for each kind approved, and for each
70 cu yds delivered to the site; organic amendment, manure: sub-
mit 1 cu ft loose measure, taken directly from a newly opened bale;
import soil: obtain representative sample of proposed import soil
and submit 1 cu ft loose volume.
Each sample shall be placed in a sturdy con-
tainer, properly labeled and dated. Materials will be tested
upon receipt with report of results to be supplied to the Engineer
and Contractor.
G. Statement of Confirmation
Contractor shall submit statements of confirmation
of compliance with specifications, and suppliers' invoices of fer-
tilizer, soil amendments, imported soil and /or volume for each de-
- 79 -
i
'1
1 livery on site and portion of project where it will be used the
day of delivery.
1 H «, Planting
1. Plant Materials - Quality and size of
1 plants shall be as approved, fresh, vigorous, of normal growth,
1 free of diseases, insects, insect eggs and larvae. Sizes of
plants shall be as stated on plans. No root bound or under-
' 1 sized materials will be acceptable. Plants shall be subject to
i
inspection and approval or rejection, at place of growth and on
1 project site at any time before or during progress of work, for
1 size, variety, condition, latest defects and injuries. Remove re-
i
jected plants from site'.immediately and replace at Contractor's
1 expense with plants approved by Engineer.
Protect all plants from damaging sun and wind.
1 Damage may be cause for rejection even after initial approval. Sub-
stitutes will not be permitted unless specifically approved in writ-
ing.
1 Nomenclature shall conform to customary
nursery usage. Quantities shall be dictated by need. Provide
1 materials as needed to complete indicated work whether correctly
estimated on drawings or not.
1 2. Staking and Guying Materials - Stakes:
1 dimensions shown, of redwood and uniform size, pointed at one
II
��
- SO -
,1
is
1
end ( see detail for wood type for pole). Hose and Wire Ties:
tfor covering wire, 2 -ply, 1/2" diameter, reinforced rubber, or
' approved plastic, new, garden hose type. wires to be pliable
zinc- coated iron of number 16 gage. Anchors: (deadmen) for hold-
' ing guys, 2x4" solid lumber, 3" long redwood. Stake or guy as
per detail.
3. Seed Material: blend 80% Alta Fescue and
20% Meadow Fescue. 90% germination, 95% purity.
I. Planting Procedures
Stake plant locations or place approved quan-
tities of plants in containers on locations, if approved and when
directed, and obtain approval before excavating pits, making necessary
adjustments, as directed.
Plant materials as soon as site is available and
weather conditions are suitable, as approved and directed. Do not
plant when weather conditions are unfavorable to good work, or if
soil is excessively wet.
Excavate pits with vertical sides for specimen
trees 24" greater than root ball. The center bottom of pit to be
6" greater than root ball, and perimeter to be 12" - 18" greater.
Do not excavate within 6" of any paved area, to permit handling and
Planting without injury to balls of earth or roots, and of such
depth that, when planted, crown of plant bears same relation to
finish grades that it did to soil surfaces in place of growth.
- 81 -
•
Plant pits no smaller than the following sizes:
1 gallon plants - 18" deep, 18" in diameter
5 gallon plants - 24" deep, 24" in diameter
15 gallon plants - 30" deep, 30" in diameter
Scarify bottom of pits and dust with sufficient gypsum to cover.
Set plants in center of pits, in vertical position
so that crown of plant is level with finished grade after allowing
for watering and settling of soil, and backfill with prepared plant-
ing mix as indicated.
Form shallow basin around edge of plant ball by de-
pressing soil slightly below finished grade. Form basin rims. Keep
basin within outer edges of plant ball. Grade areas around plants
to finish grades and dispose of excess soil.
Stake trees designated to be staked, as per detail,
with stake or stakes on windward side of tree.
Guy trees designated to be guyed, as per detail.
Apply.Bandini Weed Preventer 10 -6 -4 to all areas
of ground cover, shrubs and trees, but not on lawn areas, at the
rate of 20 lbs per 1,000 sq ft. The preventer shall be applied
in one of 3 methods by choice of applicator: hand Cyclone spreader,
wide open at a moderate walk; wheel Cyclone, hand propelled at No.
6h setting in small areas inaccessible for mechanical applicators;
hand applied by spreading a 1 lb coffee can of material containing
2 lbs per 100 sq ft. Following application the granules of the Weed
Preventer must be washed off plant foliages by hand with a light
- 82 -
' spray of water, so as not to displace the application with a
strong force.
' 1. Inspection: Required at end of construction
period to establish time for beginning of maintenance period.
Notify the Engineer at least 7 days in advance of required inspection.
' 2. Ground Cover Installation:
Plant ground covers in designated areas.
' Plant rooted cuttings and divisions from flats into moist soil and
in neat, straight rows parallel to the nearest paving or header at
' intervals as specified on plans. Smooth soil about plants and leave
' areas in neat and clean condition. Do not pile soil around crown
of any plants.
Hand water ground
twice a week carefully and individually
water making sure that soil is settled
sure, also, not to wash soil or plants.
shall elapse from the time ground cover
watered. Ground cover plants on slopes
cover plants at once, and
with slow, soft stream of
around the roots, but making
Not more than one hour
is planted until it is
shall have half cup -like
arrangement for holding water. Ground cover plants shall not be
allowed to dry out before or while being planted.
3. Lawn Installation:
Plant lawn in the areas indicated on plans.
Finish grades, filling as needed or removing surplus dirt and
floating areas to a smooth, uniform grade as directed and approved.
All lawn areas shall slope to drain.
- 83 -
I;
I❑
All areas shall have a smooth and continual
grade between existing or fixed controls (such as walks, curbs,
' catch basins, elevations at steps or buildings). Roll, scarify,
rake and level as necessary to obtain true, even surface. All
finish grades shall meet approval of the Engineer before seeding.
Sow grass seed, Alta Fescue and Meadow Fescue,
' at the rate of 12 lbs. of seed to each 1,000 sq £t of lawn area.
tDistribute seed evenly and uniformly. Rake lightly to 1/4" of
depth without displacing seed and mulch with approved steer manure
' at the rate of 3/4 cu. yd. per each 1,000 sq.ft. Roll with suitably
weighted roller. Water with a fine spray. Keep surfaces of seeded
area damp until germination of seed, but do not flood with excess
water.
J. Maintenance
Maintenance shall begin immediately after each
plant and each portion of lawn is planted, and shall continue
after inspection and acceptance for maintenance for at least 30
days, and as much longer after as necessary to establish acceptable
lawns and thriving plants, as approved and accepted by the Engineer.
1. Watering:
A sprinkler system is provided for maintaining
general moisture requirements. Hand watering of newly planted trees,
and shrubs will, however, be required once every week for three weeks,
or as weather conditions require. Use hose bib connections to hand
water container planting.
- 84 -
II 1
Conservation:
0 0
2. Cultivation, [needing, Aeration, Water
' After a_ y period of more or less continuous
watering, during which soil moisture is maintained at near satur-
ation point, cultivate all areas by scarifying the surface 1" by
' means of potato hooks, hoes or rakes. Scarify completely between
all planting except turf areas. Do not change grade, remove basins
' or berms in the process of such cultivation. Follow the cultivating
by three days of non - irrigating, assuring the killing off of weeds,
aeration and water conservation. Repeat cycles of irrigation and
' cultivation as needed to maintain all plantings in thriving and weed
free condition. Remove basins of shrubs and ground covers during
' the last cultivation prior to acceptance and after approval by the
Engineer.
3. Pruning: Unless otherwise directed, prune
only to remove dead or broken branches of tree or shrub parts.
4. Spraying: Examine frequently, but at least
once a week, all plants, especially any which are subject to common
insect depredation such as aphids, mealy bugs, ants, etc., to es-
tablish need for counter measures. Spray or dust - immediately as
required for adequate control of any diseases, fungi, insects, etc.,
and as directed by the Engineer.
5. Maintain Trees and Shrubs:
Maintain trees and shrubs in a vigorous,
thriving condition by watering, cultivating, pruning, spraying,
0 0
fertilizing and other necessary operations. Replace any plant
indicating weakness or probability of dying. Replace all tree
stakes, guy wires or other tree supports that have been damaged
or otherwise fail in their purpose. Keep all shrub areas free
from noxious weeds and patches of Bermuda grass. Perform com-
plete weed eradication at least once a week. Provide at least one
experienced, capable groundsman, and additional labor deemed ne-
cessary by the Engineer, to keep said areas maintained as specified.
6. Maintain Ground Cover:
Maintain ground cover areas by watering,
weeding, replanting and other necessary operations. Keep them free
from all weeds, and remove all roots and stolons to eliminate them
from the areas and to leave them in clean and acceptable condition
by the end of the maintenance period.
7. Protect Lawn and all Planting:
Protect grass and all planting against damage,
including erosion, rodents, and trespass, and provide proper safe-
guards as needed. Place stakes and twine barriers (visible day or
night) around all planted areas, repair daily, and leave in place
following acceptance of the work. Install twine barrier'in a straight,
neat manner. Repair damage to the work made by pedestrians, animals,
vehicular traffic, or any other cause until acceptance.
8. Apply Commercial Fertilizer:
Fertilize all areas 25 days after the be-
ginning of maintenance and apply a commercial fertilizer 16 -6 -8 at
MERF-W
i 0
the rate of 5 lbs, per 1,000 sq. ft. The Contractor shall re-
cognize the responsibility for uniform application to dry turf and
foliage, followed by a thorough irrigation (minimum of 1/2" of pre-
cipitation) to avoid burn. Improper use of fertilizer resulting in
damage to plants is the Contractor's responsibility, and any damage
resulting must be corrected.
K. Inspection
Final inspection of lawns and planting will be
made at the conclusion of the maintenance period. Submit written
notice to the Engineer requesting same at least 7 days before an-
ticipated date.
L. Guarantees
All trees shall be guaranteed in writing to
live in a healthy condition for one year after planting. Dead
or unhealthy trees shall be replaced immediately. All trees re-
placed shall meet the same specifications as the original plants.
Such replacements, including planting, staking, training, etc.,
shall be as originally specified, without cost to the Owner.
- 87 -
i
�a�
0
Quan-
PLANT LIST
tity
Item
Size
3
Erythrina humeana, 9 -101, low- branching, Guy
24" Box
3
Erythrina caffra, low branching
Guy
48" box
18
Eucalyptus citriodora
i
5 gallon
19
Acacia latifolia 10' O.C.
1
i
20
Bougainvillea "Barbara Karst"
10' O.C.
1
96
Echium fastuosum 4' o.c.
1
59
Hemerocallis "Evergreen Yellow"
3' o.c.
1
72
Plumbago capensis 3' o.c.
i
1 "
Lonicera japonica Halliana
12" o.c.
i
flats .'
Vinca major 12" o.c.
"
Zoysia tenuifolia 8" o.c.
"
Artotheca calendula 12" o.c.
" j
i
I
- 88 -
I
I