HomeMy WebLinkAboutTC Construction Company Inc; 1994-07-19; 3376I
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i TC CONSTRUCTION COMPANY, INC.
I (Reviewed)
FINANCIAL REPORT
MARCH 31,1994 I
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1 SUPPLEMENTARY INFORMATION 1
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i General and administrative expenses 1 u
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t TC CONSTRUCTION COMPANY, INC.
CONTENTS
INDEPENDENT ACCOUNTANT'S REPORT ON THE I FINANCIAL STATEMENTS
FINANCIAL, STATEMENTS
Balance sheets
Statements of operations and retained earnings
Statements of cash flows 4 and 1 Notes to financial statements 6-1
INDEPENDENT ACCOUNTANT'S REPORT ON THE
1 SUPPLEMENTARY NORMATION
Earnings from contracts 1
Contracts completed 1
1 Contracts in progress
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MCG-LADREY &PULLEN
Certified Public Accountants and Consultants
INDEPENDENT ACCOUNTANT'S REPORT
ON THE FINANCIAL STATEMENTS
To the Board of Directors
TC Construction Company, hc.
Santee, California
We Rave reviewed the accompanying balance sheets of TC Construction Company, h
as of March 31, 1994 and 1993 and the related statements of operations, retain
earnings, and cash flows for the years then ended, in accordance with Statements t
Standards for Accounting and Review Services issued by the American Institute
Certified Public Accountants. All of the information included in these financj
statements is the representation of the management of TC Construction Company, Inc.
A review consists principally of inquiries of Company personnel and analytic
procedures applied to financial data. It is substantially less in scope tRan an auc
conducted in accordance with generally accepted auditing standards, the objective
which is the expression of an opinion regarding the fmancial statements taken as a who1
Accordingly, we do not express such an opinion.
Based on our reviews, we are not aware of any material modifications that should 1
made to the accompanying fmancial statements in order for them to be in conformity wi 1 generally accepted accounting principles.
I 9kGb& iq-
San Diego, California
May20, 1994
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TC CONSTRUCTION COMPANY, INC.
BALANCE SHEETS
March 31,1994 and 1993
See Accountant's Report
ASSETS 1994 1993
CURRENT ASSETS
Cash and cash equivalents $ 402,665 $ 846,016
Contract receivables (Notes 2 and 4) 2,859,539 2,087,7 14
Other receivables 98,030 1,357
Costs and estimated earnings in excess
of billings on uncompleted contracts
(Note 3) 635,977 458,682
Prepaid expenses 12,098 55,195
Deferred tax assets (Note 7) 5,923 -
Total current assets $ 4,014,232 $ 3,448,964
DEPOSITS $ 48,002 $ 136,072
EQUIPMENT AND LEASEHOLD IMPROVEMENTS
(Note 5)
Construction equipment $ 5,805,430 $ 5,612,195
Vehicles 1,562,783 1,273,566
Office equipment 177,036 159,625
Leasehold improvements 205,602 205,602
$ 7,750,851 $ 7,250,988
Less accumulated depreciation and amortization 5,862,059 4,982,390
$ 1,888,792 $ 2,268,598
$ 5,951,026 $ 5,853,634
See Notes to Financial Statements.
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LIABILITIES AND STOCKHOLDER'S EQUITY 1994 1993
CURRENT LIABILITIES
Current maturities of long-term debt (Note 5) $ 740,909 $ 920,87S
Accounts payable 1,299,43 1 797,142
Accrued expenses (Note 6) 523,709 55 1,05 1
Billings in excess of costs and estimated
earnings on uncompleted contracts (Note 3) 105,925 402,806 I Total current liabilities $ 2,669,974 $ 2,671,87:
LONG-TERM OBLIGATIONS
Long-term debt, less current maturities (Note 5) $ 1,044,549 $ 909,906
Deferred tax liabilities (Note 7) 12,715 22,034
$ 1,057,264 $ 931,940
COMMITMENT (Note 8)
STOCKHOLDER'S EQUITY
Common stock, no par value; stated value
$300 per share; authorized 1,000 shares;
issued and outstanding 10 shares $ 3,000 $ 3,000
Additional paid-in capital 84,000 84,000 1 Retained earnings 2,136,788 2,162,s 16
$ 2,223,788 $ 2,249,816
$ 5,951,026 $ 5,853,634
TC CONSTRUCTION COMPANY, INC.
STATEMENTS OF OPERATIONS AND RETAINED EARNINGS
Years Ended March 31,1994 and 1993
See Accountant's Report
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OPERATIONS 1994 1993
Revenues earned $ 16,439,783 $ 11,937,832
Cost of revenues earned 14,797,158 11,083,70: I Cross profit $ 1,642,625 $ 854,125
General and administrative expenses (Note 8) 1,599,169 1,333,47(
Operating income (loss) $ 43,456 $ (479,341
Nonoperating income (expense):
Interest income $ 5,574 $ 34,333
Gain on sale of equipment 15,610 29,788
Interest expense (96,544) (161,556
Other income 66,954 18,680
$ (8,406) $ (78,755
Income (loss) before income taxes $ 35,050 $ (558,096
State income tax expense (benefit) (Note 7) (14,442) 800 B Net income (loss) $ 49,492 $ (558,896'
RETAINED EARNINGS
Balance, beginning $ 2,162,816 $ 2,938,705
Net income (loss) 49,492 (558,896)
Distributions (75,520) (216,993)
Balance, ending $ 2,136,788 $ 2,162,816
See Notes to Financial Statements.
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TC CONSTRUCTION COMPANY, INC.
STATEMENTS OF CASH FLOWS
Years Ended March 31,1994 and 1993
See Accountant's Report
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1994 1993
CASH FLOWS FROM OPERATING ACTIVITIES
Cash received from customers $ 15,052,564 $ 12,139,866
Cash paid to suppliers and employees (14,809,155) (10,882,121
Interest paid (1 07,522) (170,s 19
Interest received 5,574 34,333
Income taxes paid (800) (800
Net cash provided by operating activities $ 140,661 $ 1,120,459
Proceeds fiom sale of equipment $ 18,888 $ 59,074
Purchase of equipment and leasehold improvements (570,123) (133,623
88,070 82,104 Cash received from deposits
CASH FLOWS FROM INVESTING ACTIVITIES
Net cash provided by (used in) investing
CASH FLOWS FROM FINANCING ACTIVITIES
activities $ (463,165) $ 7,555
Proceeds from long-term borrowings $ 1,348,528 $ 19,340
Principal payments on long-term borrowings (1,393,855) (674,165; 8 Distributions to stockholder (75,520) (2 16,993)
Net cash (used in) financing activities $ (120,847) $ (871,818)
Net increase (decrease) in cash and cash
equivalents $ (443,351) $ 256,196
I Beginning 846,016 589,820
Ending $ 402,665 $ 846,016
CASH AND CASH EQUIVALENTS
See Notes to Financial Statements.
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TC CONSTRUCTION COMPANY, INC.
STATEMENTS OF CASH FLOWS, CONTINUED
Years Ended March 31,1994 and 1993
See Accountant's Report
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1994 1993
RECONCILIATION OF NET INCOME (LOSS) TO NET CASH
PROVIDED BY OPERATING ACTIVITIES
Net income (loss) $ 49,492 $ (558,896
Adjustments to reconcile net income (loss) to
net cash provided by operating activities:
Depreciation and amortization 946,651 90 1,246
(Gain) on sale of equipment (15,610) (29,788
(Increase) decrease in assets:
I Deferred income taxes (15,242) -
Contract receivables (771,825) 347,834
Other receivables (96,673) 123,638
Costs and estimated earnings in excess of billings
on uncompleted contracts (177,295) (3 12,657:
Prepaid expenses 43,097 (4,886:
Accounts payable 502,2 89 469,170
Accrued expenses (27,342) 160,259
Billings in excess of costs and estimated
earnings on uncompleted contracts (296,881) 24,539
Net cash provided by operating activities $ 140,661 $ 1,120,459
Increase (decrease) in liabilities:
See Notes to Financial Statements.
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TC CONSTRUCTION COMPANY, INC.
NOTES TO FINANCIAL STATEMENTS
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I See Accountant's Report
NOTE 1
NATURE OF BUSINESS AND SIGNIFICANT ACCOUNTING POLICIES
Nature of business
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The Company is a general contractor specializing in underground utility construction
the Southern California area. Work is performed primarily under fixed price contrac
The length of the construction varies but is typically one year or less. The Compa:
grants credit in the form of contract receivables to the owners of the projects.
A summary of the Company's significant accounting policies follows: I Revenues and cost recognition
Revenues from construction contracts are recognized on the percentage-of-completi(
method, measured on the basis of incurred costs to estimated total costs for each contrac
This cost-to-cost method is used because management considers it to be the best availab
measure of progress on these contracts.
Contract costs include all direct material, labor costs, subcontractor costs and tho2
indirect costs related to contract performance. General and administrative costs a
charged to expenses as incurred. Provisions for estimated losses on uncomplete
contracts are made in the period in which such losses are determined. Changes in jc
performance, job conditions, and estimated profitability are recognized in the period 1
which the revisions are determined.
The asset, Tests and estimated earnings in excess of billings on uncompleted contracts,
represents revenues recognized in excess of amounts billed. The liability, "Billings i
excess of costs and estimated earnings on uncompleted contracts," represents billings i
excess of revenues recognized.
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NOTES TO FINANCIAL STATEMENTS
See Accountant's Report
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NOTE I
NATURE OF BUSINESS AND SIGNIFICANT ACCOUNTING POLICIES, I CONTINUED
Cash and cash equivalents
For purposes of reporting the statement of cash flows, the Company considers :
certificates of deposit and money market funds purchased with a maturity of three mont
or less to be cash equivalents.
The Company maintains its cash accounts primarily in one commercial bank located
San Diego, California. Accounts at this bank are guaranteed by the Federal Depo:
Insurance Corporation (FDIC) up to $100,000. At March 31, 1994 the Company had 2
aggregate bank balance of approximately $441,500. 1
Equ3ment and leasehold improvements
Equipment is stated at cost, and depreciation is computed primarily using the straight-lit
method over the estimated useful lives of the assets, typically five to seven year:
Improvements to leased property are also stated at cost, and are amortized over ten years
I Income taxes
The Company, with the consent of its stockholder, has elected to be taxed under sectior
of the federal and California income tax laws which provide that, in lieu of corporatio
income taxes, the stockholder separately accounts for the Company's items of income
deduction, losses and credits. Therefore, these statements include provision fo
corporation income taxes only to the extent that the Company is subject to California ta
under provisions which require a 2.5% income tax on this type of entity.
Deferred taxes are provided on a liability method whereby deferred tax assets ar
recognized for deductible temporary differences and deferred tax liabilities ar(
recognized for taxable temporary differences. Temporary differences are the difference
between the reported amounts of assets and liabilities and their tax bases. Deferred ta:
assets are reduced by a valuation allowance when, in the opinion of management, it i
more likely than not that some portion or all of the deferred tax assets will not bl
realized. Deferred tax assets and liabilities are adjusted for the effects of changes in ta:
laws and rates on the date of enactment. I
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NOTES TO FINANCIAL STATEMENTS
See Accountant's Report
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NOTE I
NATURE OF BUSINESS AND SIGNIFICANT ACCOUNTING POLICIES, I CONTINUED
Income taxes, continued
As of March 31, 1994, the Company's reported net assets for both federal and Califon
income tax purposes exceeded their tax bases by approximately $126,000. According
if the tax election was terminated on that date, the net deferred tax liabilities would
adjusted to approximately $80,000 by a charge to income tax expense.
Refer to Note 7 for a change in the method of accounfing for income taxes.
I Reclasstjkations
Certain items on the balance sheet at March 31, 1993 have been reclassified to 1
consistent with the groupings and presentation in the March 3 1, 1994 balance sheet.
NOTE 2
CONTRACT RECEIVABLES
I Contract receivables at March 3 1, 1994 and 1993 are summarized as follows:
1994 1993
Completed contracts $ 681,439 $ 283,201
Contracts in progress 1,491,814 1,285,127
Retainages 726,286 559,3 86
$ 2,899,539 $ 2,127,714 I Less allowance for doubtfid accounts 40,000 40,000
$ 2,859,539 $ 2,087,714
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NOTES TO FINANCIAL STATEMENTS
See Accountant's Report
NOTE 3
COSTS AND ESTIMATED EARNINGS ON UNCOMPLETED CONTRACTS
Following is a summary of contracts in progress as of March 31,1994 and 1993:
NOTE 4
A VAILABLE LINE OF CREDIT
The Company has available a line of credit with a bank for $300,000,of which none was
outstanding at March 31,1994.The line of credit bears interest at prime (6.25%at
March 31,1994)plus 1%and matures on July 2,1994.Borrowings are collateralized by
contract receivables and are personally guaranteed by the sole stockholder.The line of
credit agreement requires the Company to maintain a minimum tangible net worth of
$2,000,000 and a minimum working capital of $700,000.The agreement also restricts
distributions to the stockholder.
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NOTES TO FINANCIAL STATEMENTS
See Accountant's Report
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NOTE 5
LONG-TERM DEBT
Long-term debt at March 3 1, 1994 is as follows:
Notes payable to finance company, due in monthly
installments totaling $63,707 including interest at prime
(6.25% at March 3 1, 1994) plus .8% through August 1997,
collateralized by certain equipment and vehicles $ 1,567,095
Notes payable to finance company, due in monthly installments
totaling $3,376 including interest at 5.0% through June 1996,
collateralized by certain equipment 83,015
Note payable to finance company, due in monthly installments
totaling $3,866 including interest at 7.5% through May 1997,
collateralized by certain equipment 124,195
Other 11,153
$ 1,785,458
Less current maturities 740,909 I $ 1,044,549
Aggregate maturities required on long-term debt at March 3 1, 1994 are as follows:
Years Ending March 3 1,
1995 $ 740,909
1996 776,784 I 1997 267,766
$ 1,785,459
Subsequent to March 3 1, 1994, the Company financed the purchase of certain equipmen
by issuing notes payable totaling $538,527 which are due in aggregate monthlj
installments of $16,802 through May 1997.
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NOTES TO FINANCIAL STATEMENTS
See Accountant's Report
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I NOTE 6
ACCRUED EXPENSES
Accrued expenses as of March 3 1, 1994 and 1993 consist of the following:
1994 1993
Workers' compensation claims $ 179,312 $ 179,312
Payroll and related taxes 255,802 188,24C
Other 88,595 183,49S
$ 523,709 $ 551,051
NOTE 7
ACCOUNTING CHANGE AND INCOME TAX MATTERS
Effective April 1, 1993, the Company adopted FASB Statement No. 109, Accounting fc
Income Taxes. The adoption of Statement 109 changes the Company's method (
accounting for income taxes from the deferred method to the liability method. Under tl:
deferred method, the Company deferred the past tax effects of timing differences betwee
financial reporting and taxable income. As explained in Note 1, the liability methc
requires the recognition of deferred tax assets and liabilities €or the expected future ta
consequences of temporary differences between the reported amounts of assets an
liabilities and their tax bases.
The adoption of Statement 109 had no material effect on the April 1, 1993 balance sheet.
Net deferred tax liabilities at March 3 1, 1994 consist of the following:
Deferred tax assets $ 5,923
Deferred tax liabilities ( 1 2,7 1 5)
$ (6,792)
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NOTES TO FINANCIAL STATEMENTS
See Accountant's Report
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NOTE 7
ACCOUNTING CHANGE AND INCOME TMMATTERS, CONTINUED I
Taxable temporary differences giving rise to deferred tax liabilities relate generally
depreciation on equipment. Deductible temporary differences giving rise to deferred 1
assets relate to allowance for doubtful accounts and accrued expenses.
The income tax benefit recorded to operations for the year ended March 3 1, 1994 consi! I of the following:
I Current tax expense
(15,242
800
$ ( 14,442
$ Deferred income tax benefit
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NOTE 8
LEASE COMMITMENT AND RELATED PARTY TRANSACTIONS
The Company leases its office and yard facility under a month-to-month lease agreeme:
with Cameron Brothers Construction Corporation, which is controlled by relatives of tl
Company's stockholder. The lease provides for monthly rental payments of $2,001
Approximately $24,000 was paid under the lease during each of the years ended Marc
3 1, 1994 and 1993. The net book value of the facility improvements at March 3 1, 1994
$47,566.
NOTE 9
PROFIT SHARING
The Company has a profit sharing plan as defined under section 401(a) of the Intern2
Revenue Code. Under the plan the Company has the option to contribute up to 15% o
eligible compensation of all eligible employees. Company contributions, if made, wil
vest over a seven year vesting period as established by the plan. There were n(
contributions by the Company for the years ended March 3 1, 1994 and 1993.
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NOTES TO FINANCIAL STATEMENTS
See Accountant's Report
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NOTE 10
BACKLOG
Following is a reconciliation of the backlog of signed contracts:
Balance of signed but unperfonned work at April 1, 1993
New contracts and change orders during 1994
Less contract revenues earned during 1994
$ 8,281,556
19,527,830
$ 27,809,386
(16,439,783 I Balance, March 31, 1994 $ 11,369,603
NOTE 11 I CONTINGENCIES
The Company is subject to lawsuits and claims which arise out of the normal course t
business. In the opinion of management, based upon the advice of legal counsel, it
disposition of any and all such actions of which it is aware will not have a material effec
on the fmancial position of the Company. B
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MCGLADREY &PULLEN
Certified Public Accountants and Consultants
INDEPENDENT ACCOUNTANT'S REPORT
ON THE SUPPLEMENTARY INFORMATION
To the Board of Directors
TC Construction Company, Inc. I Santee, California
Our reviews were made for the purpose of expressing limited assurance that there are r
material modifications that should be made to the basic financial statements in order fi
them to be in conformity with generally accepted accounting principles. TI:
supplementary information which follows is presented for purposes of additional analys
and is not a required part of the basic financial statements. Such information has bee
subjected to the inquiry and analytical procedures applied in the reviews of the bas
financial statements and we did not become aware of any material modifications th
should be made to such information.
1 %Gb& CV&
San Diego, California
May20, 1994
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TC CONSTRUCTION COMPANY, INC.
EARNINGS FROM CONTRACTS
Years Ended March 31,1994 and 1993
See Accountant's Report
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1994 1993
cost of Gross
Revenues Revenoes Gross Profit
Earned Earned Profit (Loss)
Contracts completed i during the year $ 10,234,484 $ 9,065,509 $ 1,168,975 $ (83,268
Contracts in progress I at year end 6,205,299 5,731,649 473,650 937,397
I $ 16,439,783 $ 14,797,158 !$ 1,642,625 $ 854,129
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TC CONSTRUCTION COMPANY, INC.
CONTRACTS COMPLETED
Year Ended March 31,1994
See Accountant's Report
Total Contract
cost of Gross
Revenues Revenues Profit
NO. Earned Earned o.oss>
9121 $ 334,200 $ 310,298 $ 23,902
9138 69 1,322 605,321 86,OO 1
9139 103,551 40,774 62,777
9203 212,710 161,251 51,459
9220 418,576 321,923 96,653
9222 528,633 480,919 47,714
9223 1,942,901 1,796,571 146,330
9226 795,805 665,891 129,914
9227 177,371 170,091 7,280
9229 412,780 447,78 1 (35,001)
9230 234,435 233,649 786
9301 267,506 420,271 (1 52,765)
9302 442,604 35 1,194 91,410
9304 659,2 17 533,921 125,296
9307 150,885 1 4 8.4 1 2 2,473
9309 134,740 107,560 27,180
9310 42,598 43,621 (1,023)
9311 528,818 573,7401 (44,922)
9314 2,118,743 1,675,702 443,041
9315 145,293 96,509 48,784
9316 251,409 162,614 88,795
9321 61,317 43,746 17,571
9322 226,671 207,892 18,779
9323 151,871 134,025 17,846
9324 238,886 181,218 57,668
9325 981,950 829,961 151,989
9328 335,663 32 1,789' 13,874
9329 117,322 84,89Cl 32,432
9332 285,679 209,492 76,187
9334 4 1,478 35,233 6,245
9336 256,449 267,481 (1 1,032)
9345 171,288 160,005' 11,281
9348 176,66 1 14 1,762 34,899
9351 52,160 26,033 26,127
(1 1,986) 9412 58,156 70,142
91013 1,047,936 693,846 354,090
other 928,442 834,1481 94,294
9225 358,090 406,133 (48,043)
9234 500,467 455,559 44,908
$ 16,584,583 $ 14,451,370 $ 2,133,213
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Before April 1, 1993 During the Year Ended March 3 1,1994
cost of Gross costs of Gross
Revenues Revenues Profit Revenues Revenues Profit
Earned Earned (Loss) Earned Earned (Loss)
$ 326,429 $ 290,203 $ 36,226 $ 7,771 $ 20,095 $ (12,324)
643,638 564,001 79,637 47,684 4 1,320 6,364
15,268 8,493 6,775 88,283 32,281 56,002
195,243 149,000 46,243 17,467 12,251 5,216
273,281 212,702 60,579 145,295 109,221 36,074
1,276,022 1,040,397 235,625 666,879 756,174 (89,295)
325,664 352,238 (26,574) 32,426 53,895 (2 1,469)
706,817 576,424 130,393 88,988 89,467 (479)
158,876 152,667 6,209 18,495 17,424 1,071
330,841 319,155 1 1,686 81,939 128,626 (46,687)
173,592 155,320 18,272 60,843 78,329 (17,486)
2 17,162 174,920 42,242 283,305 280,639 2,666
28,552 16724 1 (138,689) 238,954 253,030 ( 14,076)
46,196 35,105 11,091 396,408 3 16,089 80,3 19
104,476 83,075 62,255 20,820 576,142 471,666
503,577 4 5 0,9 8 3 52,594 25,056 29,936 (4,880)
2,674 2,323 35 1 148,221 1 146,089 2,122 - - - 134,740 107,560 27,180
30,016 25,906 4,110 12,582 17,715 (5,133)
- - - 2.1 18,743 1,675,702 443,041 - - - 14 5,2 93 96,509 48,784 - - - 25 1,409 162,6 14 88,795 - - - 61,317 43,746 17,571 - - - 18,779 226,671 207,892 - - - 17,846 15 1,871 134,025 - - - 238,886 181,2218 57,668 - - - 981,950 829,961 15 1,989 - - - 335,663 32 1,789 13,874 - - - 117,322 84,890 32,432 - - - 285,679 209,492 76,187 - - - 4 1,478 35233 6,245 - - - 256,449 267,481 (1 1,032) - - - 171,288 160,007 11,281 - - - 176,66 1 141,762 34,899 - - - 52,160 26,033 26,127 - - - 58,156 70,142 (1 1,986)
839,643 494,838 344,805 208,293 199,008 9,285
92,736 73,058 19,678 835,706 76 1,090 74,616
$ 6.350.099 $ 5.385.861 $ 964,238 $ 1 0.234.484 $ 9.065.509 $ 1.168.975
80,797 78,632 2,165 448,021 495,108 (47,087)
TC CONSTRUCTION COMPANY, INC.
CONTRACTS IN PROGRESS
March 31,1994
See Accountant's Report
Total Contract From Inception to March 3 1, 1994
Estimated
Gross Total Gross
Profit Revenues cost Profit
No. Revenues (Loss) Earned Incurre:d (Loss)
487 $ 5,075,834 $ 717,649 $ 4,528,441 $ 3,888,185 $ 640,256
9207 434,905 7,399 409,473 402,506 6,967
9210 75 3,820 2 17,830 75 1,007 533,990 2 17,017
9224 836,046 63,052 827,393 764,994 62,399
9228 417,951 36,329 23 1,767 211,622 20,145
9305 539,828 24,523 523,066 499,305 23,761
9306 265,580 6 1,846 187,366 143,734 43,632
9308 286,959 38,513 285,226 246,946 38,280
9312 225,217 (44,718) 220,217 264,935 (44,718)
9317 508,370 (1 86,304) 503,370 689,674 (186,304)
9318 277,9 17 (3,474) 275,9 17
9319 557,798 145,508 456,329 337,290 11 9,039
9320 389,637 38,935 367,417 330,702 36,7 15
9326 2 1 1,344 54,708 49,432 36,636 12,796
9327 2 19,330 33,062 26,221 22,268 3,953
9330 116,650 4,457 95,855 92,193 3,662
9333 216,259 36,944 209,023 173,315 35,708
9335 237,000 9,711 204,154 195,789 8,365
9337 670,839 70,803 428,840 406,536 22,304
9339 5 12,644 49,998 506,433 457,646 48,787
9346 95,301 15,210 23,906 20,091 3,815
9349 409,643 1 13,885 2 15,734 155,758 59,976
9352 283,053 29,731 249,532 223,322 262 10
9355 74,3 13 13,086 71,279 58,727 12,552
9402 1,149,396 236,332 104,564 83,064 2 1,500
94 04 2,272,785 360,563 73,954 62,222 1 1,732
9406 639,663 95,603 17,119 14,560 2,559
9407 1,137,819 217,423 148,837 120,396 28,441
9409 291,714 43,722 2,345 1,992 353
9413 50,959 (2,024) 48,959 50,983 (2,024)
9414 236,280 36,594 220 186 34
9124 946,882 95,260 939,099 844,622 94,477
(3,474) 279,391
9415 100,204 15,268 1,694 1,436 258
89002 3,057,306 192,928 3,019,949 2,829,378 190,571
90007 2 1,617,469 22,220 1,610,375 1,588,249 22,126
91010 542,697 1 18,206 536,304 4 1 9,49 1 116,813
$ 25,659,412 $ 2,980,778 $ 18,150,817 $ 16,452,134 $ 1,698,683
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At March 3 1, 1994 For the Year Ended March 3 1, 1994
Costs and Billings
Estimated in Excess
Earnings ofcosts
Estimated in Excess and cost of Gross
Billed cost to of Estimated Revenues Revenues Profit
to Date Complete Billings Earnings Earned Earned (Loss)
$ 4,520,019 $ 470,000 $ 8,422 $ - $ 89,788 $ 12,288 $ 77,500
937,932 7,000 1,167 - 16,563 11,110 5,453
386,225 25,000 23,248 - 64,385 101,740 (37,355)
750,520 2,000 487 - 183,579 123,965 59,614
827,501 8,000 - 108 620,593 575,622 44,971
181,785 170,000 49,982 - 458 310 148
52 1,361 16,000 1,705 - 483,075 4672 13 15,862
178,850 60,000 8,516 - 187,366 143,734 43,632
274,502 1,500 10,724 - 197,825 177,350 20,475
2 1 9,074 5,000 1,143 - 220,217 264,935 (44,718)
487,003 5,000 16,367 - 511,756 689,646 (177,890)
272,103 2,000 3,814 - 275,917 279,391 (3,474)
494,833 75,000 - 38,504 456,329 337,290 119,039
361,186 20,000 6,231 - 367,417 330,702 36,715
46,339 120,000 3,093 - 49,432 36,636 12,796
26,238 164,000 - 17 26,22 1 22,268 3,953
77,925 20,000 17,930 - 95,855 92,193 3,662 - 173,315 35,708
203,578 3 1,500 576 - 204,154 195,789 8,365
281,741 193,500 147,099 - 428,840 406,536 22,304
5 18,964 5,000 - 12,531 506,433 457,646 48,787
22,071 60,000 1,835 L 23,906 20,091 3,815
192,387 140,000 23,347 - 215,734 155,758 59,976
206,368 30,000 43,164 - 249,532 223,322 26,210
77,4 1 8 2,500 - 6,139 71,279 58,727 12,552 - 830,000 104,564 - 104,564 83,064 21,500
285 1,850,000 73,669 - 73,954 62,222 1 1,732 - 529,500 17,119 - 17,119 14,560 2,559
92,560 800,000 56,277 - 148,837 120,396 28,441
246,000 2,345 2,345 1,992 353
38,618 2,000 10,341 - 48,959 50,983 (2,0241
199,500 220 220 186 34
83,500 1,694 1,694 1,436 258
3,063,182 35,000 - 43,233 26,820 14,594 12,226
1,609,719 7,000 656 9,718 1 1,677 (1,959)
541,697 5,000 - 5,393 15,392 12,962 2,430
208,781 6,000 242 209,023
- -
- - - -
-
$ 17,620,765 $ 6,226,500 $ 635,977 $ 105,925 $ 6,205,299 $ 5,731,649 $ 473,650
TC CONSTRUCTION COMPANY, INC.
GENERAL AND ADMINISTRATIVE EXPENSES
Years Ended March 31,1994 and 1993
See Accountant's Report
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1994 1993
Salaries $ 447,977 $ 353,962
Salaries, officer 259,911 305,548
Taxes and licenses 195,3 11 149,456
Professional services 190,147 76,98 1
Advertising 64,934 47,858
Utilities 52,206 39,528
Payroll taxes 50,235 52,843
Depreciation 49,729 50,044
Repair and maintenance 49,248 9,5 14
Office supplies 49,068 3 0,845
Insurance 43,073 7 1,907
Miscellaneous 36,092 23,711
Travel and entertainment 29,625 37,609
Rent 29,162 25,557
Communication 21,300 17,842
Office expense 13,434 25,037
Employee benefits 12,582 8,182
Education 5,135 7,046
I $ 1,599,169 $ 1,333,470
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1 CARLSBAD MUNICIPAL WATER DISTRICT
1 CARLSBAD, CALIFORNIA
SAN DIEGO COUNTY
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I CALIFORNIA
CONTRACT DOCUMENTS AND SPECIAL PROVISIONS
FOR
CONSTRUCTION OF TWIN ’D’
RESERVOIR IMPROVEMENTS
IN THE CITY OF CARLSBAD 1 CMWD PROJECT NO. 84-111
CONTRACT NO. 3376
FEBRUARY 1994
DISTRICT ENGINEER
CARLSBAD MUNICIPAL WATER DISTRICT
5950 EL CAMINO REAL
CARLSBAD, CALIFORNIA 92008 b (619) 438-3367
3/1/94 Rei 7 e
l TABLE OF CONTENTS
6 Item Pae
NOTICEINVITINGBIDS
CONTRACTOR’S PROPOSAL ........................................
DESIGNATION OF SUBCONTRACTORS 1
AMOUNT OF SUBCONTRACTORS’ BIDS 1
EQUIPMENT/MATERIAL SOURCE INFORMATION .................... 3
BID SECURITY FORM 1
BIDDER’S BOND :
BIDDER’S STATEMENT OF FINANCIAL RESPONSIBILITY .............. :
BIDDERS STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE ....
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NON-COLLUSION AFFIDAVIT ....................................... ? CONTRACT . PUBLIC WORKS ..................................... 1
LABOR AND MATERIALS BOND ................................... :
FAITHFUL PERFORMANCE/WARRANTY BOND :
PURCHASING DEPARTMENT REPRESENTATION & CERTIFICATION .... :
ESCROW AGREEMENT FOR SURETY
DEPOSITS IN LIEU OF RETENTION .................................
RELEASEFORM .................................................
SPECIAL PROVISIONS
REVISIONS TO NOTICE INVITING BIDS
REVISIONS TO SPECIAL PROVISIONS ...............................
TECHNICAL SPECIFICATIONS
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General Provisions .............................................
Section 0. General
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TABLE OF CONTENTS, (cont.) I
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Item Pag
TECHNICAL SPECIFICATIONS, (cont.)
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Supplemental Provisions .........................................
Section 1. Steel Pipe ......................................
Section 2. Valves and Hydraulic Specialties ..................... t
Section 4. Earthwork (Water Mains) .......................... t
Section 5. Ejrcavation, Site Work and Erosion Control ............. :
Section 7. Reinforcing .................................... 2
Section 8. Cast-In-Place Concrete ............................ t
Section 9. Steel Reservoir 1(
Section 10. Protective Coatings ............................. 1:
Section 11. Asphalt Concrete Pavement ....................... 1:
Section 3. Testing and Sterilization
Section 6. Form Work ?
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.................................
Section 12. Landscape Work ............................... 1:
Section 13. Underground Irrigation System ..................... 11
Section 14. Fencing ...................................... 1(
Section 16. Telemetry, Telephone and Electric Service ............ 1' Section 15. Corrosion Control 1( ..............................
APPENDIX 'A' S.D.G. & E. INSTRUCTIONS 1' .......................... .
APPENDIX "B" . STANDARD DRAWINGS ............................ 1'
APPENDIX "C' - SOILS REPORT .................................... 1
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6 CARLSBAD MUNICIPAL WATER DISTRICT
CARLSBAD, CALIFORNIA
NOTICE INVITING BIDS
Sealed bids will be received at the Office of the Purchasing Officer, City Hall 1200 Carlsbz
Village Drive (formerly Elm Avenue), Carlsbad, California, until 4:OO P.M. on the 5th
day of Mav , 19 94 , at which time they will be opened and read, fi
performing the work as follows: ~
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8 CONTRACT NO. 3376
CONSTRUCTION OF TWIN 'D' RESERVOIR IMPROVEMENTS
CMWD PROJECT NO. 84-111
B
The work shall be performed in strict conformity with the specifications as approved by tl
Board of Directors of the Carlsbad Municipal Water District of the City of Carlsbad on fi
with the District Engineering Department. The specifications for the work include the late
revised edition of the Standard Plans and Specifications for Construction of Public Potab
Water Mains, Reclamation Rules and Repulations for Construction of Reclaimed Wat
Mains, both of the Carlsbad Municipal Water District and San Diego Regional Standa
Drawings, and Standard Specifications of Public Works Construction, (SSPWC), 19'
Edition, and the latest supplement, hereinafter designated "SSPWC', as issued by tl
Southern California Chapter of the American Public Works Association and as amended 1
the special provisions sections of this contract. Reference is hereby made to tl
specifications for full particulars and description of the work.
The Carlsbad Municipal Water District encourages the participation of minority ai
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The Carlsbad Municipal Water District encourages all bidders, suppliers, manufacture
fabricators and contractors to utilize recyclable materials when available and whe
appropriate.
No bid will be received unless it is made on a proposal form furnished by the Purchasi
Department. Each bid must be accompanied by security in a form and amount required
law. The bidder's security of the second and third next lowest responsive bidders may 1
withheld until the Contract has been fully executed. The security submitted by all 0th
unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days aft
the Contract is awarded. Pursuant to the provisions of law (Public Contract Code Sectic
22300), appropriate securities may be substituted for any obligation required by this noti
or for monies withheld by the District to ensure performance under this Contract. Sectii
22300 of the Public Contract Code requires monies or securities to be deposited with t
District or a state or federally chartered bank in California as the escrow agent.
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Notice Inviting B
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The documents which must be completed, properly executed and notarized are:
1. Contractor's Proposal
2. Bidder's Bond
3. Non-Collusion Affidavit
4. Contract
ID
All bids will be compared on the basis of the Engineer's Estimate. The estimated quantitit
are approximate and seme solely as a basis for the comparison of bids. The Engineer I Estimate is $3,550,000
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In keeping with the Special Provisions, work shall be accomplished within
calendar days. Liquidated Damages will be in the amount of $ 500.00
No bid shall be accepted from a contractor who is not licensed in accordance with th
provisions of California state law. The contractor shall state their license numbe
expiration date and classification in the proposal, under penalty of perjury. The followir
classifications are acceptable for this contract:
365
per day.
Class A
in accordance with the provisions of state law.
If the Contractor intends to utilize the escrow agreement included in the contra
documents in lieu of the usual ten percent (10%) retention from each payment, the!
documents must be completed and submitted with the signed contract. The escro
agreement may not be substituted at a later date.
Set of plans, special provisions, and Contract documents may be obtained at the Purchasir
Department, City Hall, 1200 Carlsbad Village Drive (formerly Elm Avenue), Carlsba
California, for a non-refundable fee of $35.00 per set. Carlsbad Municipal Water Distri
Standard Plans and Specifications are available for a non-refundable fee of $20.00 per st
The Carlsbad Municipal Water District reserves the right to reject any or all bids and
waive any minor irregularity or informality in such bids.
The general prevailing rate of wages for each craft or type of worker needed to execute t.
contract shall be those as determined by the Director of Industrial Relations pursuant
the Sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to Section 1773.2 oft
Labor Code, a current copy of applicable wage rates is on file in the Office of the Carlsbi
City Clerk. The Contractor to whom the Contract is awarded shall not pay less than t
said specified prevailing rates of wages to all workers employed by him or her in t
execution of the Contract.
. The Prime Contractor shall be responsible for insuring compliance with provisions
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Section 1777.5 of the Labor Code and Section 4100 et seq. of the Public Contracts COC
"Subletting and Subcontracting Fair Practiced Act."
Notice Inviting B
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The provisions of Part 7, Chapter 1, of the Labor Code commencing with Section 1720 shal
apply to the Contract for work.
A pre-bid meeting and tour of the project site will a will not - be held. The meeting
will be held on date: April 19th time: 9:OO a.m. location: Carlsbad Municipal
Water District Boardroom, 5950 El Camino Real, Carlsbad, California 92008
All bids are to be computed on the basis of the given estimated quantities of work, a:
indicated in this proposal, times the unit price as submitted by the bidder. In case of i
discrepancy between words and figures, the words shall prevail. In case of an error in tht
extension of a unit price, the corrected extension shall be calculated and the bids will bt
computed as indicated above and compared on the basis of the corrected totals.
All prices must be in ink or typewritten. Changes or corrections may be crossed out anc
typed or written in with ink and must be initialed in ink by a person authorized to sign foi
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u the Contractor.
I Bidders are advised to verify the issuance of all addenda and receipt thereof one day prio
to bidding. Submission of bids without acknowledgment of addenda may be cause o
rejection of bid.
Bonds to secure faithful performance/warranty of the work and payment of laborers anc
materials suppliers and to cover all guarantees against defective workmanship and materials
or both, for a period of one year after the date of final acceptance of the work by thi
District each in an amount equal to one hundred percent (100%) and fifty percent (50%;
respectively, of the Contract price will be required for work on this project. These bond
shall be kept in full force and effect during the course of this project, and shall extend in fu’
force and effect and be retained by the District until they are released as stated in thl
Special Provisions section of this contract. All bonds are to be placed with a suret
insurance carrier admitted and authorized to transact the business of insurance in Californi
and whose assets exceed their liabilities in an amount equal to or in excess of the amoun
of the bond. The bonds are to contain the foliowing documents:
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An original, or a certified copy, of the unrevoked appointment, power of attorne,
by laws, or other instrument entitling or authorizing the person who executed th
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2) A certified copy of the certificate of authority of the insurer issued by the insuranc
commissioner.
. If the bid is accepted, the City may require a financial statement of the assets and liabilitit
of the insurer at the end of the quarter calendar year prior to 30 days next preceding th
date of the execution of the bond. The financial statement shall be made by an officer certificate as defined in Section 173 of the Corporations Code. In the case of a foreig
insurer, the financial statement may be verified by the oath of the principal officer (
manager residing within the United States.
Notice Inviting Bii
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Insurance is to be placed with insurers that have (1) a rating in the most recent Best's Me
Rating Guide of at least A-:V, and (2) are authorized to transact the business of insurancc
in the State of California by the Insurance Commissioner. Auto policies offered to meet thi
specification of this contract must; (1) meet the conditions stated above for all insuranc
companies and (2) cover g vehicle used in the performance of the contract, used on-sit1
or off-site, whether owned, non-owned or hired, and whether scheduled or non-schedulec
The auto insurance certificate must state the coverage is for "any auto" and cannot bi
limited in any manner.
Worker's Compensation insurance required under this contract must be offered by ,
company meeting the above standards with the exception that the Best's rating cond.itio
is waived. The District does accept policies issued by the State Compensation Fund a
meeting the requirement for workers' compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. An.
additional cost of said insurance shall be included in the bid price.
The prime contractor and all subcontractors are required to have and maintain a valid Ci?
of Carlsbad Business License for the duration of the contract.
Approved by the Board of Directors of the Carlsbad Municipal Water District, Carlsbad
California, by Resolution No. 859 , adopted on the 8th day of Februarv
19%.
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7. r?SV lLt.x-L R. &
Date Aletha L. Rautenkranz, Secretary
Notice Inviting Bid
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CARLSBAD MUNICIPAL WATER DISTRICT
CONTRACTNO. 3376
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CONTRACTOR'S PROPOSAL
Board of Directors
Carlsbad Municipal Water District
5950 El Camino Real
Carlsbad, California 92008
The undersigned declares he/she has carefully examined the location of the work, read tl
Notice Inviting Bids, examined the Plans and Specifications, and hereby proposes to furnii
all labor, materials, equipment, transportation, and services required to do all the work
complete Contract No. 3376 in accordance with the Plans and Specifications of tl
Carlsbad Municipal Water District, and the Special Provisions and that he/she will take
full payment therefor the following unit prices for each item complete to wit:
CONSTRUCTION OF TWIN 'D' RESERVOIR IMPROVEMENTS I, IN THE CITY OF CARLSBAD, CMWD PROJECT NO. 84-111
Item Approximate 8 No. Quantity DescriDtion Unit Price Total
1. F.P. Mobilization and Demobilization F.P. $ 45,000.c
2. L.S. Excavation and Site Work L.S. $ \q02
3. L.S. Erosion Control L.S. $ \\,37k
L.S. $ dC(,w'
5. L.S. Construction of 8.5 MG Steel L.S. $ Y%b,\
6. L.S. Vault No. 1 (Meter Vault) L.S. $ 6s,oor
7. L.S. Vault No. 2 (Flow Control L.S. $ 1\7,%3
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3 4. L.S. Reservoir Foundation
B Reservoir
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Vault)
Contractor's Prop0
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Item Approximate 5
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No. Q uantitv DescriDtion Unit Price Total
Vault No. 3 (Meter Vault) L.S. $4\,7Sb.
9. L.S. Install Meter Pole L.S. $ \!%%c3:
10. L.S. Install Electrical Facilities L.S. $014,395
L-
8. L.S.
11. F.P. Purchase Telemetry Equipment F.P. $ 8,300.0
(Include Coordination Cost
in Bid Item No. 12)
12. L.S. Install Telephone and Ls. $ 3,747.0
13. 2 ea. Chlorine Solution Injection $5,4b5.00 $ II ;930 .c
Telemetry Conduit & Cabinet
Station
14. 2 ea. Chlorine Residual Sampling $4 qb0.00 $ 0,93b.(
Station
15. 1 ea. 16" Hot Tap $4.130.DIs $ q ;7 30 . o(
$Isg.llqlp
17. 194 L.F. 24" Steel CML & C Water Line, $ 357.m $ 04; 25%.
18. 25 L.F. 16" Steel CML & c Water Line, $ 1W.m $m
c 16. 576 L.F. 30" Steel CML & C Water Line, $ >7\ .OD
all depths
all depths
all depths
19. 24 L.F. 16" Steel CML & C Reclaimed $ I $\7.m $43: L6%
Water Line
20. 350 L.F. 24" Steel CML & C Drain Line, $ \75.(?0 $m all depths
21. 395 L.F. 18" Steel CML & C Drain Line, $ 12%. OQ $ %;5bOa[
all depths
22. 96 L.F. 16" Steel CML & C Drain Line, $ IL3. oc) $W all depths
Contractor's Propo!
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Item Approximate 5
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I 31. 1 ea. 36" Corrugated Steel Pipe Inlet $5152-o.03 $5,52-0.C
I ' 34. 440 L.F. 3'6" Rolled Curb and Gutter $& sA&L.a
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No. Q uantity Description Unit Price Total
23. L.S. Removal and Disposal of L.S. $W
24. L.S. Twin Pipe Headwall L.S. $ 7plJ.Q
Join lo" potable water inflow L.S. $W
existing 15" concrete drain
line and 12" AC drain line
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25. L.S.
line including flanges, tee,
gate valves and thrust blocking
26. 105 L.F. IO" 10 gauge steel CML & c $ I 14 .DO $ 11,470.1
potable water inflow line,
all depths
27. L.S. 10" 10 gauge steel CML & L.S. $53>2%.0
28. 2 ea. 6" Blow Off Assembly $= $e-
2" Air & Vacuum Valve $ \:?I\ 1-00 $J4=
30. 2 ea. 2" Water Service $1;%%.00 $-
32. 200 L.F. 2" X 10" Redwood Header $ 7.m $1;50O.rn
33. 1070 L.F. 6" Concrete Header $ (0.40 $W
3'6" Concrete Cross Gutter $ ILLCDO $W
36. 60 L.F. 3'0" Drainage Ditch $ 17.00 $ l:ba5.4
37. 880 S.F. Rock Rip Rap $ a.qo $W
38. 38,835 S.F. Asphalt Concrete Pavement $ 1.35 $4.3543.-
$ID.on $m
painted vertical inflow I line and cupola
29. 5 ea.
Assembly
35. 453 L.F
39. 100 L.F. Asphalt Concrete Berm
Contractor's Propos
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Item Approximate 6 No. Q uantitv - Descriution Unit Price Total 1 40. L.S 4’ Wide Stairs with Handrails L.S. $m on Grade I 41. 70L.F. 4’ Concrete Walk $ %.70 $-
42. 1,195 L.F. 6’ Security Fencing and Gates $ l“b.00 $ apo.U
43. 160 L.F. Metal Beam Guard Rail $ Ibm $4L72.cr
44. L.S. Landscape Planting and L.S. $30, h3a.1
45. L.S. Landscape Irrigation System L.S. $24 ; Ir 15. Q
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Hydroseeding
46. FP Monthly Twelve Month Landscape and F.P. MO. $1,500 $ 18,000.C
Irrigation System Maintenance
Total amount of bid in words: va fi\ dL1(33-) w u VpNDPep I wm (jE w $ID sG&O bUQQeD ff)q /
Total amount of bid in numbers: $
Price(s) given above are firm for 90 days after date of bid opening. Prices quoted in th
Proposal shall include all taxes, including sales and use taxes.
Addendum (a) No(s). r\Jove
this proposal.
The Undersigned has checked carefully all of the above figures and understands that th
District will not be responsible for any error or omissions of part of the Undersigned ir
making up this bid.
The Undersigned agrees that in case of default in executing the required Contract wit1
necessary bonds and insurance policies within twenty (20) days from the date of award o
Contract by the Board of Directors of the Carlsbad Municipal Water District, the proceed:
of the check or bond accompanying this bid shall become the property of the District.
2 p-\ ,7*0 -55 ?@
hashave been received and is/are included i
Contractor’s Proposa
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The Undersigned Bidder declares, under penalty of perjury, that they are licensed to c
business or act in the capacity of a contractor within the State of California and that tht
are validly licensed under license number dOaqFfi9 , classification 4
which expires on 4-3-04 q5 . This statement is true and correct and has the leg
effect of an affidavit.
A bid submitted to the District by a Contractor who is not licensed as a contractor pursuar
to the Business and Professions Code shall be considered nonresponsive and shall b
rejected by the District. 0 7028.15(e). In all contracts where federal funds are involved, n
bid submitted shall be invalidated by the failure of the bidder to be licensed in accordanc
with California law. However, at the time the contract is awarded, the Contractor shall h
properly licensed. Public Contract Code 0 20104.
The Undersigned Bidder hereby represents as follows:
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1. That no Board member, officer agent, or employee of the Carlsbad Municipz
Water District is personally interested, directly or indirectly, in this Contrae
or the compensation to be paid hereunder; that no representation, oral or i.
writing, of the Board of Directors, its officers, agents, or employees ha
inducted himher to enter into this Contract, excepting only those containel
in this form of Contract and the papers made a part hereof by its terms; an1
That the bid is made without connection with any person, firm, or corporatio
making a bid for the same work, and is in all respects fair and withou
collusion of fraud.
2.
end 1 Accompanying this proposal is 11, hi&Pr 5 b
for ten percent (10%) of the amount bid.
The Undersigned is aware of the provisions of Section 3700 of the Labor Code whicl
requires every employer to be insured against liability for worker’s compensation or tc
undertake self-insurance in accordance with the provisions of that code, and agrees tc
comply with such provisions before commencing the performance of the work of this
Contract and continue to comply until the contract is complete.
(Cash, Certified Check, Bond or Cashier’s Check)
... ... ... ... ... ... ... ... ... ...
Contractor’s Proposal
3/1/94 Rev.
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The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Artic
2, relative to the general prevailing rate of wages for each craft or type of worker needc
to execute the Contract and agrees to comply with its provisions.
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I IF SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
(1)
(2)
(3) Place of Business
Name under which business is conducted
Signature (given and surname) of proprietor
(Street and Number)
City and State
(4) Zip Code Telephone No.
p IF A PARTNERSHIP SIGN HERE:
Name under which business is conducted
Signature (given and surname and character of partner) (Note: Signatur
must be made by a general partner)
(1)
(2) 1
(3) Place of Business
(Street and Number) I City and State
(4) Zip Code Telephone No.
Contractor’s Proposal
3/1/94 Rev.
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ALbPURPOSL ACKNOWLEDGMENT E--
CAPACITY CLAIMEC
(7 INDIVIDUAL(S) p CORPORATE pm
OFFICER(S)C.F-'
Toerr) c . SGLqUAd % 0 ATTORNEY-IN-FACT
T NAME TITLE OF OFFICER E G JANE DOE'NOTARY PUBLIC'
State of ChUW~~~r.4
County of SR~ b\EhQ
On MPrV 5, \q9'?
personally appeared TkX\22\3 w. CAMt-9
before me, E$?J.J~T '?. Iv\AsLr\sIJt=K. VOTm FVBI+.
DATE 0 PARTNER(S) wo
(7 TRUSTEE(S) NAME(S) OF SIGNER(S) v personally known to me - OR - 0 proved to me on the basis of satisfactory evidence
to be the person(s) whose name(s) idare
subscribed to the within instrument and ac-
knowledged to me that h&&e/they executed
the same in ttM=te/their authorized
(7 SUBSCR,BING WITNt
OTHER
(7 GUARDIANICONSER'
acted, executed the instrument.
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SIGNATURE OF NOTARY
ATTENTION NOTARY: Although the information requested below is OPTIONAL, it could prevent fraudulent attachment of this certificate to unauthorized do
THIS CERTIFICATE Title or Type of Document
Number of Pages Date of Document MUST BE ATTACHED
TO THE DOCUMENT
0 1991 NATIONAL NOTARY ASSOCIATION * 8236 Rernrner Ave - P 0 Box 7184 - Canog
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IF A CORPORATION, SIGN HERE:
(1) Name under which business is conducted
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(3) Title Prc5;&& -----
Impress Corporate Seal hej
(4) Incorporated under the laws of the State of cfi \ &or ni L
-I--
(5) Place of Business \05\b Pro50ep-k. AVC.
(Street hnd Number) u City and State sAn+tI-. ?A -
(6) Zip Code qa 07 i Telephone No. Lb14) w% -45bU
NOTARY ACKNOWLEDGMENT OF EXECUTION OF ALL SIGNATORIES MUST B
A'ITACHED
List below names of president, vice president, secretary and assistant secretary, if
corporation; if a partnership, list names of all general partners, and managing. partners:
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I rru L). hrntrnn. Pr&dLuif-
John p. [muon, Setr~t-nru I
hn f. Su11dAn JX. hn-+&v- - CFn TG/L- \ c-
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Contractor's Propos;
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DESIGNATION OF SUBCONTRACTORS c (TO ACCOMPANY PROPOSAL) 8
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The Contractor certifies he/she has used the sub-bids of the following listed Contractors i
making up hisher bid and that the sub-contractors listed will be used for the work for whic
they bid, subject to the approval of the District Engineer, and in accordance with applicabl
provisions of the Specifications and Section 4100 et seq. of the Public Contracts Code
"Subletting and Subcontracting Fair Practices Act." No changes may be made in thesi
subcontractors except upon the prior approval of the District Engineer of the Carlsbar
Municipal Water District. The following information is required for each sub-contract01
Additional pages can be attached if required:
Items of Complete Address Phone No.
Work Full Companv Name With Ziu Code With Area Code
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1, 4.h T&Pah$ LWmE W&W "1m\x .....
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P.b-$bx b'3961A
#3sc34 G;;m J. Hmrg ('a, up)ai) 2-77 -9% 1
&14) 444 - Ir 1 1% u l-m-lonb*
*5 33-35i
alral43 Uh.w (hIQ2G3- f \OD SCrbb SkW%L a2 PRHLft sw wqa qxLax L&iq> 622-003
+44I% P.o-aiuc lJ39x
\67 M,fJ*T RPk mWL= -= &&LQ3lK q7Ji-j) w 00
-Qs 2-6&<i- s
Cm,, 434 -I 4\\
[ 619) 934 3-
7 (*$J 238- w ' *5 %J Lu\s TWt 8RSe.o WB-A5cjM
Designation of
Subcontractors
3/1 P4 Rev.
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AMOUNT OF SUBCONTRACTORS' BIDS
(TO ACCOMPANY PROPOSAL,)
The Bidder is to provide the following information on the sub-bids of all the liste
subcontractors as part of the sealed bid submission. Additional pages can be attached,
required.
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Type of State Carlsbad
Contracting Business Amount of Bid
Full Companv Name License & No. License No. * [$ or %I
N+b&g&&nn c~ A 564 7%% k'0Ob
F IhL c 13 b.L7 20,Odb
LqAwax ~-LwCL-lO <32q +I 113,Ou\3
4
76,o ob &
g 62,000
c mm I ;k~Lz?* pr 475819
TmaJ+E, LfwQ3m c-27 ttS'd%6\
? sw Lots TAE)L k &%ktu $& "150
*Licenses are renewable annually. If no valid license, indicate "NONE." Valid license musi
be obtained prior to submission of signed contracts. I
Amount of
Subcontractors' Bids
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EOUIPMENT/MATERIAL SOURCE INFORMATION
(TO ACCOMPANY PROPOSAL)
The Bidder shall indicate opposite each item of equipm
name of the one supplier and manufacturer of each item o
to be furnished under the bid. Awarding of a contr
approval by the District of the manufacturers listed by the Bidde
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(Manufacturer)
(Manufacturer)
EquipmentMateri;
Source Informatio
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BID SECURITY FORM L (Check to Accompany Bid)
(Note: The following form shall be used if check accompanies bid:)
Accompanying this proposal is a *Certified *Cashiers check payable to the order c
CARLSBAD MUNICIPAL WATER DISTRICT, in the sum of
dollars ($ )
this amount being ten percent (10%) of the total amount of the bid. The proceeds of th
check shall become the property of District provided this proposal shall be accepted by th
District through action of its legally constituted contracting authorities and the undersigne
shall fail to execute a contract and furnish the required Performance, Warranty an
Payment Bonds and proof of insurance coverage within the stipulated time; otherwise, th
check shall be returned to the undersigned. The proceeds of this check shall also becom
the property of the District if the undersigned shall withdraw his bid within the period c
fifteen (15) days after the date set for the opening thereof, unless otherwise required by lav
and notwithstanding the award of the contract to another bidder.
BIDDER
*Delete the inapplicable word.
(Note: If the Bidder desires to use a bond instead of check, the Bid Bond form on tf
following pages shall be executed--the sum of this bond shall be not less than ten percei
(10%) of the total amount of the bid.
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Bid Security For
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BIDDER’S BOND
(TO ACCOMPANY PROPOSAL)
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KNOW k PERSONS BY THESE PRESENTS:
mat we, TC CONSTRUCTION COMPANY, INC. as Principal, and INSURANCE COMPANY OF , as Surety are held and firmly bound unto the CAfiLSBAD
MUNICIPAL WATER DISTRICT, in an amount as follows: (must be at least ten percent
(10%) of the bid amount)
TEN PERCENT OF THE TOTAL AMOUNT OF BID ............................. (lox) ------
for which payment, weil and truly made, we bind ourselves, our heirs, executors and
administrators, successors or assigns, 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:
CONTRACT NO. 3376 I
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CONSTRUCTION OF “IN ’D’ RESERVOIR IMPROVETvfENTS 4 CMWI) PROJECT NO. 84-111
BID DATE: MAY 5, 199
in the City of Carlsbad. is accepted by the Board of Directors, and if the Principal shall duly
enter inn and execute a Contract, including required bonds and insurance policies, within twenty (20) days from the date of award of Contract by the Board of Dire, “tors of the
Carlsbad Municipal Water District, being duly notified of said award, then this obligation
shall become null and void; otherwise, it shall be and remain in full force and effect, and the
arnounr specified herein shall be forfeited to the said District.
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Insurance Company of the West
POWER OF ATTORNEY
HOME OFFICE: SAN DIEGO, CAUFORNIA i I. KNOW AU MEN BY THESE PRESENTS: That INSURANCE COMPANY OF THE WEST, a Corporation duly authorized and e
under the laws of the State of CALIFORNIA and having its principal office in the City of San Diego. California. does hereby non
constitute and appoint: Cynthia 3. Barnett
its true and lawful Attorney@)-in-Fact. with full power and authority hereby conferred in its name. place and stead, to execute
acknowledge and deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereof.
?his Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Res1
adopted by the Board of Directors of INSURANCE COMPANY OF THE WEST at a meeting duly called and held on the 16
of AUGUST, 1991, which said Resolution has not been amended or rescinded and of which the following is a true, full. and COI
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I Eopy: "RESOLVED. that the Chairman of the Board, the President. an Exatbe Vice President or a Senior Vice President
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Company, be, and that each or any of them is. authorizd to execute Powers of Attorney qualing the attorney named
given Powr of Attorney to execute on behalf of the Company. Sands. undertakings. md &i ccntraes of suretyship; ana
Vice President, an Assistant Vice President. a Secretary or an Assistant Secretary be, and that each or any.ot them hen
authorized to attest the execution of any such Power of Attorney, and to attach thereto the seal of the Company.
FURTHER RESOLVED. that the signatures of such officers and the seal of the Company may be affixed to any such af Attorney or to any cemicate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such fat
signatures or facsimile seal skall be valid and binding upon the Company when so affixed and in the future with respect
bond, undertaking or contract of suretyship to which it is attached.
FURTHER RESOLVED. that the Attorney-in-Fact may be given full power to execute for and in the name of and on be
the Company any and all bonds and undertakings as the business of the Company may require, and any such bonds or undefl
executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed by an authorized officer of the Corn
IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused its official seal to be hereunto affixed and
presents to be signed by its duly authorized officers this 13TH Day of April, 1993 4 0 44Sx 1.36 I STATE OF CALIFORNIA COUNTY OF SAN DIEGO ss: QLFOld
On this 13TH Day of April I 199 3 before the subscriber. a Not
the County of San Diego, duly commissioned and qualified. came John L Hannurn, Senior Vice President of INSURANCE CON
OF THE WEST, to me personally known to be the individual and officer described in and who executed the preceding instn
and he acknowledged the execution of the same, and being by me duly sworn, deposeth and saith. that he is the said off
the Corporation aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the said Corporatio
that the said Corporate Seat and his signature as such officer were duly affixed and subscribed to !he said instrument
authority and direction of the said Corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal. at the City of San Diego. the day an
first above written.
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$&7azee?+.3&-- --k& '-+ ;j &
Z $ : :,&y:g< Norcry PuhlicCclifi,nio f
NCR'AA ?3>TT> - fo COMM iW.5364 .-:. - -
STATE OF CALIFORNIA 1 -?:dm r4N DIEGO COUNTY d &)fl4&,, -
COUNTY OF SAN DIEGO ": 7- Notary Public
I, the undersigned, E. Harned Davis, Vice President of INSURANCE COMPANY OF THE WEST, do hereby certify tt
original POWER OF ATTORNEY. of which the foregoing is a full. true and correct copy, is in full force and effect, and h
been revoked.
IN WITNESS WHEREOF. I have hereunto subscribed my name as Vi- President. and affixed the Corpornte Seal
Corporation. this 22ND day of APRIL 19 94 n INSURANCE COMPANY OF THE V
\Ld) ~~~/~~/~~,~ ' 'E. \r- Harned " Oavis \\-"--
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Vice President
ICW CAL 37
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ROBERT 'F. PRlVER CO,, INE.
Jim Teghtmeyer Your representative
(6 1 9) 238- 1 828
7620 FIFTH AVE., SAN DIEGO, CA 92101
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In the event Principal executed this bond as an individual, it is agreed that the death of
Principal shall not exonerate the Surety from its obIigations under this bond.
Executed by PRLNCIPAL this sw
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Executed by SURETY this 22ND day of W&l ,19 q4 . day of APRIL ,19-. 94
PRINCIPAL: SURElT: I
INSURANCE COMPANY OF THE WEST
- CYNTHIA J. BARNETT
printed name of Attorney-in-Fect
(attach corporate resolution showing
current power of attorney)
(print name here)
5 eLf ecc?r\l
(title of organizatidn of signatory)
(Proper notarial acknowled_ment of execution of Principal and Surety must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. Lf only one officer
signs, the corporation must attach a resolution cenified by the secrecvy or assistant secceerary Under corporare seal empowering that officer to bind the corporation.)
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APPROVED AS TO FORiM:
GENERAL COUNSEL
I RONALDR-BALL
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Deputy General Counsel
Bidder's Bond
3/1/94 Rev.
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CAPACIlY CLAIMED BY 1
Thargn statme aoes no! require me
fill In tne data miow. doing so n
i-ivaiwe to mrsons reryrng on me c 0 INDIVIDUAL
CORPORATE OFFICER(S
stare of CALIFORXIA
County of SAN DIEGO
SANDRA J. LITTLE. NOTARY PL'BLIC , NAME. TITLE OF OFFICER. E.&. 'JANE DOE. NOTARY PUBLIC'
CYNTHIA 3. BARNETT personally appeared
a personally known to me - OR - proved to me on the basis of satisfactory evidence
to be the person(s) whose name(s) idare
subscribed to the within instrument and ac-
knowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by hidheritheir
or the entity upon behalf of which the
person(s) acted, executed the instrument.
NAME(5) OF SIGNER(S) rmES) 0 PARTNER(S) LIMITE
m AnoRNM-"-FACT
TRUSTEEIS!
0 GUARDIAN/CONSERVAT
c] GENE1
ShN 2i;GO CCUNTY
SIGNER IS REPRESENT'
NAME OF PERSON(S1 OR ENTllY(lES
TO TITUOANPEOF
NUMBER OF PAGES DATE OF DOCUMENT
[7 INDIVIDUAL(S)
7 NAME, TITLE OF OFFICER - E.G., "JANE DOE, NOTARY PUBLIC"
County of 5N-J DE4 0
'qq4 before me, eRU3227 ?, mHkl6?--, PoTrti2-Y Qub-K,
[7 PARTNER(S)
NAME(S) OF SIGNER(S) TRUSTEE(S)
to be the person(s) whose name(s) &/are
subscribed to the within instrument and ac- 0 GUARDlANiCONSEfi
capacity(ies), and that by in&bw/their
signature(s) on the instrument the person(s),
NAME OF PERSON(S) OR ENTIT
hand and official seal.
TC W%T' c(3,
ATTENTION NOTARY: Although the information requested below is OPTIONAL, it could prevent fraudulent attachment of this certificate to unauthorized c
THIS CERTIFICATE Title or Type of Document
Number of Pages
Signer(s) Other Than Named Above
Date of Document MUST BE ATTACHED
TO THE DOCUMENT
DESCRIBED AT RIGHT:
D 1991 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave. * P.O. Box 7184 * Canc
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BIDDER’S STATEMENT OF FINANCIAL RESPONSIBILITY L (TO ACCOMPANY PROPOSAL)
Bidder submits herewith a statement of financial responsibility:
QneW~~ CoNpLL5.D cov”\z~L~~ WW-
km”L bJFoRMknod klZU\S~\-y \\= I LmJ \3~~\32
Bidder’s Statement
Financial Responsibil
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Date Name and Phone Type
Contract Name and Address No. of Person of
Completed of the Employer to Contract Work
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Amount
of
Contract
DEVELOPERIAC ENCY
Shannon Communi ties
Presley of San Diego
City of Escondido
City of Poway
Signal LandmarklKoll Co.
Fieldstone Companies
e
Lomas Santa Fe Dev.
Tech Construction
Chevron Land & Dev.
Pardee Construction
Presley of San Diego
Sunland Consolidated
New land California
Great American Dev.
Newland California
Westana Builders
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PROJECT NAME CONTRACT VALUE COME
Vail Ranch $3,9 80,000. 1'
Old Val1 Ranch $1,445,000. 1'
Mission Rd/Highway 78 $946,000. 1'
Parkway Business Ctr. $4,500,000. 15
Lomas Del Lago E & W $3,684,000. 15
Eagle Crest $4,965,000. 15
Rancho Del Oro $4,854,000. 15
Poway Corporate Ctr $1,476,000. 15
Torrey Pines $1,110,000. 1s
South Creek $2,363,000. 19
CMR Units 22 A & B $1,525,000. 19
Cambridge Park Condos $1,446,000. 19
Green Val ley Water1 i ne $786,000. 19
Rancho Del Sur $1,795,000. 19
Lopez Riclge $1,246,000. 191
Penasquitos Park View $1,920,000. 191
DEVELOPERS PREVIOUSLY CONTRACTED WITH:
THE FIELDSTONE COMPANY
5465 Morehouse Drive
Suite 250 Suite 201
San Diego, CA 92121
Attn: Dave Dennig
PRESLEY OF SAN DIEGO
15090 Avenue of Science
San Diego, CA 92128
Attn: Will Pfau
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(6 19) 546-808 1 (6 19) 45 1-6300
THE KOLL CONSTRUCTION COMPANY
7330 Engineer Road
San Diego, CA 921 11.
(6 19) 292-5550
NEWLAND CALIFORNIA
9404 Genesee Avenue
Suite 340
La Jolla, CA 92037
Attn: Jack Funk
(619) 455-1230 Attn: Roy Peace
PARDEE CONSTRUCTION COMPANY
10880 Wilshire Boulevard
Suite 1400 5555 Overland Avenue
Attn: Lynn McNary
(3 10) 475-3525
SHANNON COMMUNITIES
51877 Enterprise Circle N.
Suite 200
Temecula, CA 92590 Suite 280
Attn: Jim Hatter
(909) 695-2206 Attn: Jim Hatter
CHEVRON LAND & DEVELOPMENT
1660 Hotel Circle, North
Suite 620
San Diego, CA 92108
Attn: Mark Urban
TECH CONSTRUCTION
3575 Kenyon Street
San Diego, CA 921 17
Attn: Doug Woods
(6 19) 233- 1663
THE BALDWIN COMPANY
11975 El Camino Real
Suite 200
San Diego, CA 92130
(6 19) 259-2900
COUNTY OF SAN DIEGO
Los Angeles, CA 90024 MS-090
0
San Diego, CA 92123
Attn: Kerry Standifer
(619) 694-3096
S UNLAND CONSOL IDA TED, IN C.
SO95 Murphy Canyon Road
San Diego, Ca 92123
(6 19) 278-0078
PATRICK DEVELOPMENT
2643 4th Avenue, STE 4
San Diego, CA 92103
Attn: Tim Kriier
(619) 692-381 1 (619) 231-3637
MC MILLIN COMMUNITITES
2727 Hoover Avenue NINTEMAN CONSTRUCTION
National City, CA 92050
Attn: Ken Screeton
(619) 477-41 17 Attn: Rick McKee
4375 Jutland Drive, Suite 200
San Diego, CA 921 17 0
(6 19) 490-6800
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NON-COLLUSION AFFIDAVIT
(TO ACCOMPANY PROPOSAL) 5
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID ' The Bidder shall fill in the three blank lines below with:
1.
2.
3.
The name(s) of the person(s) signing this bid on behalf of the Bidder.
The title(s) of the person(s) signing this bid in relation to the Bidder.
The legal name of the Bidder.
State of California 1
County of )
) ss.
Turu lA\ C.fimernn being first duly swor I (Name(s) o? Person(s) Signing this Bid on Behalf of the Bidder)
deposes and says that he or she is hSid4d- (
the par
(Title(s) of the Person(s) Signing this Bid in
Relation to the Bidder)
C- ~on5trw~inn bmnw i IN...
(Legal Name of the Bidder)
making the foregoing bid that the bid is not made in the interest of, or on behalf of, ai
undisclosed person, partnership, company, association, organization, or corporation; that tl
bid is genuine and not collusive or sham; that the bidder has not directly or indirect
induced or solicited any other bidder to put in a false or sham bid, and has not directly (
indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put
a sham bid, or that anyone shall refrain from bidding; that the bidder has not in ai
manner, directly or indirectly, sought by agreement, communication, or conference wi
anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, prof
or cost element of the bid price, or of that of any other bidder, or to secure any advantal
against the public body awarding the contract or anyone interested in the proposed contra(
that all statements contained in the bid are true; and further, that the bidder has nc
Non-Collusion Affida.
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% - Pp ALL-IPURPOSE ACKNOWLEDGMENT
CAPACITY CLAIMED t
INDIVIDUAL(S) p CORPORATE pw
OFFICEW) ~
TI NAME TITLE OF OFFICER - E G JANE DOE, NOTARY PUBLIC"
State of CIXUWGW
County of ShQ QlEQD
before me, ECrfl-T, 'p. Ma3132 , POThWl POW$-
PARTNER(S) - personally appeared m%y UJ* aMkmd - m ATTORN EY - I N - FACT
NAME(S) OF SIGNER@) TRUSTEE(S) B personally known to me - OR - 0 proved to me on the basis of satisfactory evidence
to be the person@) whose name@ ism
subscribed to the within instrument and ac-
knowledged to me that he/+b&#wy executed
the same in his/he+tWiT authorized
capacity(h), and that by his/keffltreir
signature(3) on the instrument the person(&),
orthe entity upon behalf of which the person@)
acted, executed the instrument.
Witness my hand and official seal.
SUBSCRlBlNG WITNE
GUARD,AN,CONSERV
OTHER
SIGNER IS REPRESEI NAME OF PERSON(S) OR ENTITY(
Tc cOO5T. cs. ) WhdW SIGNATURE OF NOTARY
ATTENTION NOTARY: Although the Information requested below IS OPTIONAL, it could prevent fraudulent attachment of this certificate to unauthorized dc
THIS CERTIFICATE Title or Type of Document
Number of Pages MUST BE ATTACHED
TO THE DOCUMENT
DESCRIBED AT RIGHT: Sign e r ( 5)
5 5ss7P -
Date of Document
D 1991 NATIONAL NOTARY ASSOCIATION * 8236 Remmet Ave - P 0 Box 7184 * Canoc
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directly or indirectly, submitted his or her bid price or any breakdown thereof, or t€
contents thereof, or divulged information or data relative thereto, or paid, or will not pa
any fee to any corporation, partnership, company association, organization, bid depositor
or to any member or agent thereof to effectuate a collusive or sham bid.
IN WITNESS WHEREOF, the undersigned represent and warrant that they have the rig€
power, legal capacity and authority to enter into and declare under penalty of perjury th
the foregoing is true and correct, and that this affidavit was executed on behalf of tl
Bidder, and have set their names, titles, and signatures hereon, this@' day of
19aat5-n i rFCounty, in the State of PiA\i-hr nin.
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PROJECT: TWIN 'D' RESERVOIR IMPROVEMENTS, CMWD PROJECT NO. 84-1
BIDDER:
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tovLS+rur+im Cnmmyy i )w-. Name
ID5ilD Pfb5pftT hfC;SAr\ffa. !A 4D7I I Address
Signatures must be made, and Notary Acknowledgements of execution of Bidder must I 1 attached.
To be submitted as part of the Bid Documents.
I declare under penalty of per ury that
affidavit was executed on the 5 day o
orrect and that tl 4%
Subscribed and sworn to before me on
&iQ.ykQihb- I (NOTARYSEAL)
I Signature of Notary
;x MY - EXPW 7.199) I
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Non-Collusion Affids
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1 5 CONTRACT - PUBLIC WORKS
This agreement is made this- /9%ay of&, , 19,, $4 by and between the Carlsba !
u (hereinafter called "Contractor".)
Municipal Water District of Carlsbad, C fo a, a municipal corporation, (hereinafter calle
"District"), and TC CONSTRUCTION COMPANY, I NC. whose princip:
place of business is 10510 PROSPECT AVENUE, SANTEE CA 92071
District and Contractor agree as follows:
1. DescriDtion of Work. Contractor shall perform all work specified in the Contrac
Documents for:
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CONSTRUCTION OF TWIN 'D' RESERVOIR IMPROVEMENTS
CMWD PROJECT NO. 84-111
(hereinafter called "project".)
Provisions of Labor and Materials. Contractor shall provide all labor, material
tools, equipment, and personnel to perform the work specified by the Contra
2. I Documents.
3. Contract Documents. The Contract Documents consist of this Contract, Notic
Inviting Bids, Contractor's Proposal, Bidder's Bond, Designation of Subcontractoi
Bidder's Statements of Financial Responsibility and Technical Ability, Non-collusic
Affidavit, Escrow Agreement, Release Form, the Plans and Specifications, tlr
Special Provisions, and all proper amendments and changes made thereto
accordance with this Contract or the Plans and Specifications, and all bonds for t'
project; all of which are incorporated herein by this reference.
Contractor, herbis subcontractors and materials suppliers shall provide and install t
work as indicated, specified, and implied by the Contract Documents. Any itei
of work not indicated or specified, but which are essential to the completion of t
work, shall be provided at the Contractor's expense to fulfill the intent of sa
documents. In all instances through the life of the Contract, the District will be t
interpreter of the intent of the Contract Documents, and the District's decisic
relative to said intent will be final and binding. Failure of the Contractor to apprj
subcontractors and materials suppliers of this condition of the Contract will n
relieve responsibility of compliance.
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4. Pavment. For all compensation for Contractor's performance of work under th
Contract, District shall make payment to the Contractor per Section 9-3 of tl
Standard Specifications for Public Works Construction (SSPWC) 1991 Edition, ar
the latest supplement, hereinafter designated "SSPWC", as issued by the Southei
California Chapter of the American Public Works Association and as amended 1
the special provisions section of this contract. The closure date for each month invoice will be the 30th of each month. Invoices from the Contractor shall 1
submitted according to the required District format to the District's assigned proje
manager no later than the 5th day of each month. Payments will be delayed
invoices are received after the 5th of each month. The final retention amount shz not be released until the expiration of thirty-five (35) days following the recordir
of the Notice of Completion pursuant to California Civil Code Section 3184.
Public Contract Code section 20104.50 requires a summary of its contents to be s
forth in the terms of the contract. Below is such a summary. However, contractc
should refer to Public Contract Code section 20104.50 for a complete statement 1
the law.
The District shall make progress payments within 30 days after receipt of i
undisputed and properly submitted payment request from a contractor on
construction contract. If payment is not made within 30 days after receipt of i
undisputed and properly submitted payment request, then the District shall pi
interest to the contractor equivalent to the legal rate set forth in subdivision (a) 1
section 685.010 of the Code of Civil Procedure.
Upon receipt of a payment request, the District shall, as soon as practicable aft1
receipt, determine whether the payment request is a proper payment request. If tl
District determines that the payment request is not proper, then the request shall 1
returned to the contractor as soon as practicable but not later than seven (7) da
after receipt. The returned request shall be accompanied by a document setting for
in writing the reasons why the payment request was not proper.
If the District fails to return the denied request within the seven (7) day time lim
then the number of days available to the District to make payment without incurri~
interest shall be reduced by the number of days by which the District exceeds tl
seven (7) day return requirement.
"Progress payment" includes all payments due contractors except that portion of tl
final payment designated by the contract as "retention earnings".
Independent Investigation. Contractor has made an independent investigation of tl
jobsite, the soil conditions at the jobsite, and all other conditions that might affe
the progress of the work, and is aware of those conditions. The Contract pri
includes payment for all work that may be done by Contractor, whether anticipatc
or not, in order to overcome underground conditions. Any information that m
have been furnished to Contractor by District about underground conditions or othc
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job conditions is for Contractor’s convenience only, and District does not warrai
that the conditions are as thus indicated. Contractor is satisfied with all jc
conditions, including underground conditions and has not relied on informatic
furnished by District.
Contractor Responsible for Unforeseen Conditions. Contractor shall be responsib
for all loss or damage arising out of the nature of the work or from the action of tl
elements or from any unforeseen difficulties which may arise or be encountered
the prosecution of the work until its acceptance by the District. Contractor shall ah
be responsible for expenses incurred in the suspension for discontinuance of tl
work. However, Contractor shall not be responsible for reasonable delays in tl
completion of the work caused by acts of God, stormy weather, extra work, (
matters which the specifications expressly stipulate will be borne by District.
Cal OSHA Permits. Contractor will obtain permits from Cal OSHA if require
including but not limited to, permits for excavations over four feet deep.
Hazardous Waste or Other Unusual Conditions- If the contract involves diggii
trenches or other excavations that extend deeper than four feet below the surfac
Contractor shall promptly, and before the following conditions are disturbed, noti
District, in writing, of any:
A.
6.
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Material that Contractor believes may be material that is hazardous waste,
defined in Section 25117 of the Health and Safety Code, that is required
be removed to a Class I, Class 11, or Class I11 disposal site in accordance wit 1 provisions of existing law.
I indicated. B. Subsurface or latent physical conditions at the site differing from tho
C. Unknown physical conditions at the site of any unusual nature, differe
materially from those ordinarily encountered and generally recognized
inherent in work of the character provided for in the contract.
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District shall promptly investigate the conditions, and if it finds that the conditio
do materially so differ, or do involve hazardous waste, and cause a decrease
increase in contractor’s costs of, or the time required for, performance of any pi
of the work shall issue a change order under the procedures described in tl
contract.
In the event that a dispute arises between District and Contractor whether f
conditions materially differ, or involve hazardous waste, or cause a decrease
increase in the Contractor’s cost of, or time required for, performance of any part
the work, Contractor shall not be excused from any scheduled completion da
provided for by the contract, but shall proceed with all work to be performed und
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the contract. Contractor shall retain any and all rights provided either by contrac
or by law which pertain to the resolution of disputes and protest between th
contracting parties.
Change Orders. District may, without affecting the validity of the Contract, orde
changes, modifications and extra work by issuance of written change order;
Contractor shall make no change in the work without the issuance of a writte
change order, and Contractor shall not be entitled to compensation for any extr
work performed unless the District has issued a written change order designating i
advance the amount of additional compensation to be paid for the work. If a chang
order deletes any work, the Contract price shall be reduced by a fair and reasonabl
amount. If the parties are unable to agree on the amount of reduction, the wor
shall nevertheless proceed and the amount shall be determined by litigation. Th
only person authorized to order changes or extra work is the Project Manager. Th
written change order must be executed by the Executive Manager or the Board c
Directors, as allowed by law and according to the latest procedures adopted t
resolution of the board.
Immigration Reform and Control Act. Contractor certifies he is aware of tl
requirements of the Immigration Reform and Control Act of 1986 (8 USC Sectioi
1101-1525) and has complied and will comply with these requirements, including, bi
not limited to, verifymg the eligibility for employment of all agents, employee
subcontractors, and consultants that are included in this Contract.
PrevaiIinP Wage. Pursuant to the California Labor Code, the director of t€
Department of Industrial Relations has determined the general prevailing rate of p'
diem wages in accordance with California Labor Code, Section 1773 and a copy (
a schedule of said general prevailing wage rates is on file in the office of tl
Carlsbad City Clerk, and is incorporated by reference herein. Pursuant to Californ
Labor Code Section 1775, Contractor and all subcontractors shall pay prevailir
wages. Contractor shall post copies of all applicable prevailing wages on the job sit
For this contract, eight hours shall constitute a legal day's work. Work beyond eigl
hours shall be paid at a rate not less than one and one half times the prevaili!
rates. Wage rates for Sundays and holidays shall be paid at a rate not less than tt
times the prevailing rates. The holidays upon which such rates shall be paid shall 1
all holidays recognized in the collective bargaining agreement applicable to tl
particular craft, classification or type of workers employed on the projects.
Indemnification. Contractor shall assume the defense of, pay all expenses of defen!
and indemnify and hold harmless the District, and its officers and employees, fra
all claims, lawsuits or judgements for any loss, damage, injury and liability of eve
kind, nature and description, directly or indirectly arising from or in connection wj
the performance of the Contractor or work; or from any failure or alleged failure
Contractor to comply with any applicable law, rules or regulations including tho
relating to safety and health; except for loss or damage which was caused solely
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10. -
11. -
12.
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the active negligence of the District; and from any and all claims, loss, damages
injury and liability, howsoever the same may be caused, resulting directly or indirect!
from the nature of the work covered by the Contract, unless the loss or damage wa
caused solely be the active negligence of the District. The expenses of defensi
include all costs and expenses including attorneys fees for litigation, arbitration, a
other dispute resolution method.
Insurance. Contractor shall procure and maintain for the duration of the contrac
insurance against claims for injuries to persons or damage to property which ma
arise from or in connection with the performance of the work hereunder by th
Contractor, his agents, representatives, employees or subcontractors. Said insuranc
shall meet the District’s policy for insurance as stated in Resolution No. 772.
(A)
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COVERAGES AND LIMITS - Contractor shall maintain the types (
coverages and minimum limits indicted herein:
1. Comprehensive General Liabilitv Insurance:
$1,000,000 combined single limit per occurrence for bodily injury an
property damage. If the policy has an aggregate limit, a separal
aggregate in the amounts specified shall be established for the risks fc
which the District or its agents, officers or employees are addition
insureds.
2. Automobile Liabilitv Insurance:
$1,000,000 combined single limit per accident for bodily injury a1
property damage. In addition, the auto policy must cover = vehic
used in the performance of the contract, whether used onsite or offsit
whether owned, nonowned or hired, and whether scheduled or no
scheduled. The auto insurance certificate must state the coverage
for “any auto“ and cannot be limited in any manner.
Workers’ ComDensation and EmDlovers’ Liabilitv Insurance:
Workers’ compensation limits as required by the Labor Code of tl
State of California and Employers’ Liability limits of $1,000,000 p
incident. Worker’s compensation offered by the State Compensatic
Insurance Fund is acceptable to the District.
3.
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(B) ADDITIONAL PROVISIONS - Contractor shall ensure that the policies
insurance required under this agreement contain, or are endorsed to conta
the following provisions. General Liability and Automobile Liabil
Coverages:
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1. The District, its officials, employees and volunteers are to be covere
as additional insureds as respects: liability arising out of activitir
performed by or on behalf of the Contractor; products and complete
operations of the contractor; premises owned, leased, hired (
borrowed by the contractor. The coverage shall contain no speci,
limitations on the scope of protection afforded to the District, i
officials, employees or volunteers.
The Contractor's insurance coverage shall be primary insurance ;
respects the District, its officials, employees and volunteers. AI
insurance or self-insurance maintained by the District, its official
employees or volunteers shall be in excess of the contractor's insuranc
and shall not contribute with it.
Any failure to comply with reporting provisions of the policies shs
not affect coverage provided to the District, its officials, employees (
volunteers .
2.
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4. Coverage shall state that the contractor's insurance shall app
separately to each insured against whom claim is made or suit
brought, except with respect to the limits of the insurer's liability.
(C) "CLAIMS MADE" POLICIES - If the insurance is provided on a "clain
made" basis, coverage shall be maintained for a period of three yea
following the date of completion of the work.
NOTICE OF CANCELLATION - Each insurance policy required by th
agreement shall be endorsed to state that coverage shall not be suspende
voided, canceled, or reduced in coverage or limits except after thirty (31 days' prior written notice has been given to the District by certified ma
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(D)
I return receipt requested.
(E) DEDUCTIBLES AND SELF-INSURED RETENTION (S.I.R.) LEVELS
Any deductibles or self-insured retention levels must be declared to ar
approved by the District. At the option of the District, either: The insurc
shall reduce or eliminate such deductibles or self-insured retention levels i
respects the District, its officials and employees; or the contractor s&
procure a bond guaranteeing payment of losses and related investigatio
claim administration and defense expenses.
WAIVER OF SUBROGATION - All policies of insurance required undc
this agreement shall contain a waiver of rights of subrogation the insurer m;
have or may acquire against the District or any of its officials or employee
(G) SUBCONTRACTORS - Contractor shall include all subcontractors i
insureds under its policies or shall furnish separate certificates ar
endorsements for each subcontractor. Coverages for subcontractors shall b
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subject to all of the requirements stated herein.
ACCEPTABILITY OF INSURERS - Insurance is to be placed with insure]
that have a rating in Best’s Key Rating Guide of at least A-:V, and a1
authorized to transact the business of insurance by the Insuranc
Commissioner under the standards specified by the Board of Directors i
Resolution No. 772.
VERIFICATION OF COVERAGE - Contractor shall furnish the Distri( with certificates of insurance and original endorsements affecting coverag
required by this clause. The certificates and endorsements for each insuranc
policy are to be signed by a person authorized by that insurer to bin
coverage on its behalf. The certificates and endorsements are to be in forn
approved by the District and are to be received and approved by the Distri
(H)
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R (J) COST OF INSURANCE - The Cost of all insurance required under th
agreement shall be included in the Contractor’s bid.
14. Claims and Lawsuits. Contractor shall comply with the Government Tort Claims A
(Section 900 et seq of the California Government Code) for any claim or cause (
action for money or damages prior to filing any lawsuit for breach of this agreemer
Maintenance of Records. Contractor shall maintain and make available at no co
to the District, upon request, records in accordance with Sections 1776 and 1812 (
Part 7, Chapter 1, Article 2, of the Labor Code. If the Contractor does not mainta
the records at Contractor’s principal place of business as specified above, Contractc
shall so inform the District by certified letter accompanying the return of th
Contract. Contractor shall notify the District by certified mail of any change (
address of such records.
Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing wi
Section 1720 of the Labor Code are incorporated herein by reference.
Security. Securities in the form of cash, cashier’s check, or certified check may 1
substituted for any monies withheld by the District to secure performance of tf
contract for any obligation established by this contract. Any other security that
mutually agreed to by the Contractor and the District may be substituted for moni
withheld to ensure performance under this Contract.
Affirmative Action. The Carlsbad Municipal Water District is an equal opportuni
employer.
Provisions Required bv Law Deemed Inserted. Each and every provision of law ai
clause required by law to be inserted in this Contract shall be deemed to be insertc
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15.
16.
17.
18.
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herein and included herein, and if, through mistake or otherwise, any such provisioi
is not inserted, or is not correctly inserted, then upon application of either party, thi
Contract shall forthwith be physically amended to make such insertion or correctior
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NOTARIAL ACKNOWLEDGMENT OF Contractor
EXECUTION BY ALL SIGNATORIES
MUST BE ATTACHED xfik\,m - \-. 5d\\, Jan "7vsr
(CORPORATE SEAL)
I Title
I APPROVED TO AS TO FORM:
RONALD R. BALL
General Counsel I
3, BY:
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CAPACITY CLAIMED E
INDIVIDUAL(S)
0 CORPORATE-
OFFICER(S) -
or the entity upon acted, executed the (NAME OF PERSON(S) OR ENT
Title or Type of Document
Number of Pages
Signer(s) Other Than Named Above
MUST BE ATTACHED
TO THE DOCUMENT
DESCRIBED AT RIGHT: - -
WOLCOTTS FORM 63240-ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPAClTY/REPRESENTATlON/FINGERPRINT-Rev. 12-92 0'
28
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LABOR AND MATERIALS BOND
WHEREAS, the Board of Directors of the Carlsbad Municipal Water District, State of , ha: California, by Resolution No. , adopted
awarded to TC CONSTRUCTION COMPANY, INC. (hereinafter designatec
as the "Principal"), a Contract for:
D
I 879 JUNE 28, 1994
5
CONSTRUCTION OF TWIN 'D' RESERVOIR IMPROVEMENTS
CMWD PROJECT NO. 84-111 1
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in the Carlsbad Municipal Water District, in strict conformity with the drawings an(
specifications, and other Contract Documents now on file in the Office of the Secretary a
the Carlsbad Municipal Water District (City Clerk of the City of Carlsbad), and all of whic'
are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the term
thereof require the furnishing of a bond, providing that if Principal or any of thei
subcontractors shall fail to pay for any materials, provisions, provender or other supplies o
teams used in, upon or about the performance of the work agreed to be done, or for an
work or labor done there of any kind, the Surety on this bond will pay the same to th
extent hereinafter set forth.
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9: Principal (hereinafter designated as the "Contractor"), and INS~WE COMPANY OF THE WEST
as Surety, are held firmly bound unto the Carlsbad Municipal Water Distric
in the sum of ONE MILLION,ONE HUNDRED TEN THOUSAND, EIGHT HUNDREC
), said sum being fifty percent (50%) of th
estimated amount payable by the Carlsbad Municipal Water District under the terms of tl
Contract, for which payment well and truly to be made we bind ourselves, our heii
executors and administrators, successors, or assigns, jointly and severally, firmly by the
presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the person or his/h
subcontractors fail to pay for any materials, provision, provender, supplies, or teams us(
in, upon, for, or about the performance of the work contracted to be done, or for any 0th
work or labor thereon of any kind, or for amounts due under the Unemployment Insuran
Code with respect to such work or labor, or for any amounts due under the Unemployme
Insurance Code with respect to such work or labor, or for any amounts required to
deducted, withheld, and paid over to the Employment Development Department from t
wages of employees of the contractor and subcontractors pursuant to Section 13020 oft
Unemployment Insurance Code with respect to such work and labor that the Surety will p
for the same, not to exceed the sum specified in the bond, and, also, in case suit is broug
upon the bond, costs and reasonable expenses and fees, including reasonable attorney's fel
to be fixed by the court, as required by the provisions of Section 3248 of the California C
Code.
c NOW, THEREFORE, WE, TC CONSTRUCTION COMPANY, INC.
AND 28/100 Dollars ($ 1,110,870.28 I
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Labor and Materials Bc
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This bond shall inure to the benefit of any and all persons, companies and corporati01
entitled to file claims under Title 15 of Part 4 of Division 3 of the Civil Code (commencir
with Section 3082).
In the event that Contractor is an individual, it is agreed that the death of any suc
Contractor shall not exonerate the Surety from its obligations under this bond.
Executed by CONTRACTOR this 5 -I’
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Executed by SURETY this 1ST day (
day of ‘5 Jh\l ,19&. JULY ,192.
CONTRACTOR: SURETY:
TC CONSTRUCTION COMPANY, INC. INSURANCE COMPANY OF THE WEST --
--
--_II
I J&WL F. 5 t)\V\dM T JAMES F. TEGHTMEYER
(print name here) Printed name of Attorney-in-Fact
e br (attach corporate resolution showin
current power of attorney)
(print name here)
56L.tye-t -4 Lcq
(title and organization of dignatory)
(Proper notarial acknowledge of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only one offia
signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporat
seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL
General Counsel
By: . /kc-saa
Deputy General Counsel
Labor and Materials Boni
3/1/94 Re\
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RIGHT THUMBPRINT 1
CAPACITY CLAIMED BI
0 INDIVIDUAL(S)
0 CORPORATE-
OFFICER(S) ~
THIS CERTIFICATE MUST BE ATTACHED
TO THE DOCUMENT
DESCRIBED AT RIGHT:
Title or Type of Document
Number of Pages
Signer(s) Other Than Named Above
Date of Document
WOLCOTTS FORM 63240-ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPAClTY/REPRESENTATION/FINGERPRlNT-Rev 12-92 0'
INSURANCE COMPANY OF THE WEST
HOME OFFICE: SAN DIEGO, CALIFORNIA
Certified Copy of
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That INSURANCE COMPANY OF THE WEST, a Corporati authorized and existing under the laws of the State of California and having its pi office in the City of San Diego, California, does hereby nominate, constitute and ai
its true and lawful Attorney(s)-in-Fact, with full power and authority hereby confe its name, place and stead, to execute, seal, acknowledge and deliver any and al: undertakings, recognizances or other written obligations in the nature thereof.
This Power of Attorney is granted and is signed and sealed by facsimile under and authority of the following Resolution adopted by the Board of Directors of I1 COMPANY OF THE WEST at a meeting duly called and held on the Sixth day of Februar) which said Resolution has not been amended or rescinded and of which the follow: true, full, and complete copy:
That the President or Secretary may from time to time appoint Attori Fact to represent and act for and on behalf of the Company, and either the Pres: Secretary, the Board of Directors or Executive Committee may at any time rem0 Attorneys-in-Fact and revoke the Power of Attorney given him or her; and be it furtl RESOLVED: That the Attorney-in-Fact may be given full power to execute for ant name of and on behalf of the Company any and all bonds and undertakings as the busj the Company may require, and any such bonds or undertakings executed by any such A in-Fact shall be as binding upon the Company as if signed by the President and sec attested by the Secretary."
IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused its official seal to I unto affixed and these presents to be signed by its duly authorized officl
0
James F. Teghtmeyer
"RESOLVED:
20th day of July, 1990 0 a' +@WOR4'6 8
+ Bn(, ,P 9 a
STATE OF CALIFORNIA QC/FO$VO+ COUNTY OF SAN DIEGO '':
on this 20 day Of July, 1990 before the subscriber, a Notary Public of t
of California, in and for the County of San Diego, duly commissioned and qualifi BERNARD M. FELDMAN, President of INSURANCE COMPANY OF THE WEST, to me personally I be the individual and officer described in and who executed the preceding instrum he acknowledged the execution of the same, and being by me duly sworn, deposeth ani that he is the said officer of the Corporation aforesaid. and that the seal affixe preceding instrument is the Corporate Seal of the said Corporation, and that t Corporate Seal and his signature as such officer were duly affixed and subscribe said instrument by the authority and direction of the said Corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at . of San Diego, the day and year first above written.
) Notary Public
STATE OF CALIFORNIA COUNTY OF SAN DIEGO '':
I, the undersigned, JAMES W. AUSTIN, 111, Secretary of INSURANCE COMPANY OF THE hereby certify that the orisinal POWER OF ATTORNEY, of which the foregoing is a fu and correct copy, is in full force atid effect, and has not been revoked.
0 IN WITNESS WHEREOF, I have hereunta subscribed my name as Secretary, and aff Corporate Seal of the Corporation, 9hxs ST day of JULY 19 94
I I(f,
Secretary
w. avL&h- p"".
I g ,*~c~p'Q+o 4
ICW CAL 37(REV. 5/87) t&oRJ 5 ap 44*cn, ,$I' 9
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FAITHFUL PERFORMANCERVARRANTY BOND
WHEREAS, the Board of Directors of the Carlsbad Munici a1 Water District, State
California, by Resolution No. 879 , has awarded
TC CONSTRUCTION COMPANY, INC , (hereinafter designated as tl
"Principal"), a Contract:
,adopted JUNE 28, 1894
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FOR CONSTRUCTION OF TWIN 'D' RESERVOIR IMPROVEMENTS
CMWD PROJECT NO. 84-111
in the Carlsbad Municipal Water District, in strict conformity with the contract, the drawin
and specifications, and other Contract Documents now on file in the Office of the Secreta
of the Carlsbad Municipal Water District (City Clerk of the City of Carlsbad), all of whic
are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the ten
thereof require the furnishing of a bond for the faithful performance and warranty of sa
Contract;
NOW, THEREFORE, WE, TC CONSTRUCTION COMPANY, INC. , as Principi
(hereinafter designated as the "Contractor"), and INSURANCE COPPANY OF THE WEST
Surety, are held and firmly bound unto the Carlsbad M\n&igal$l0 ter y Dist E ptrl& . t the su
said sum being equal to one hundred percent (100%) of the estim:(ed ahgtdof tl
Contract, to be paid to District or its certain attorney, its successors and assigns; for whil
payment, well and truly to be made, we bind ourselves, our heirs, executors ai
administrators, successors or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above boundc
Contractor, their heirs, executors, administrators, successors or assigns, shall in all thin
stand to and abide by, and well and truly keep and perform the covenants, conditions, ai
agreements in the Contract and any alteration thereof made as therein provided on tht
part, to be kept and performed at the time and in the manner therein specified, and in i
respects according to their true intent and meaning, and shall indemnify and save harmle
the Carlsbad Municipal Water District, its officers, employees and agents, as there
stipulated, then this obligation shall become null and void; otherwise it shall remain in fi
force and effect.
As a part of the obligation secured hereby and in addition to the face amount specific
therefor, there shall be included costs and reasonable expenses and fees, includii
reasonable attorney's fees, incurred by the District in successfully enforcing such obligatic
all to be taxed as costs and included in any judgment rendered.
Surety stipulates and agrees that no charge, extension of time, alteration or addition to tl
Faithful Performan1
Warranty Bo
3/1/94 R
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terms of the Contract, or to the work to be performed thereunder or the specification
accompanying the same shall affect its obligations on this bond, and it does hereby waivc
notice of any change, extension of time, alterations or addition to the terms of the Contraci
or to the work or to the specifications.
In the event that Contractor is an individual, it is agreed that the death of any sue1
Contractor shall not exonerate the Surety from its obligations under this bond.
Executed by CONTRACTOR this 5 Executed by SURETY this 1ST day of -A
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day of &T G\ bi 9 19a. JULY , 195.
CONTRACTOR: SURETY:
- R TC CONSTRUCTION COMPANY, INC. INSURANCE COMPANY OF THE WEST
- Signature of Attorneyhn-Faci - - -- 3SR* F. 5 J\;?mL? ,A!!& JAMES F. TEGHTMEYER
(print name here) Printed name of Attorney-in-Fact
(attach corporate resolution showin
current power of attorney)
(print name here)
(title and organizationlof signatory)
(Proper notarial acknowledge of execution by CONTRACTOR and SURETY must be attached.)
(President and vice-president and secretary must sign for corporations. If only one officer signs, tl
corporation attach a resolution certified by the secretary or assistant secretary under corporate se
empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL
General Counsel
By:
Sr_ccc -c-cu. kr
~ /&*
Deputy GGeral Counsel
Faithful Performanl
Warranty Bo
3/1/94 RI
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CAPACITY CLAIMED B1
0 INDiVIDUAL(S)
0 CORPORATE-
OFFICER(S) __
9 0 PARTNER(S)
(NAME OF PERSON(S) OR ENTlT
Title or Type of Document
Date of Document
ATTENTION NOTARY: The information requested below is OPTIONAL It could, however, prevent fraudulent attachment of this certificate to any unautho,
THIS CERTIFICATE
WOLCOTTS FORM 63240-ALL PURPOSE ACKNOWLEDGMENT WITH SIGNER CAPAClTY/REPRESENTATlON/FlNGERPRlNT-Rev 12-92 019'
INSURANCE COMPANY OF THE WEST
HOME OFFICE: SAN DIEGO, CALIFORNIA
Certified Copy of
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That INSURANCE COMPANY OF THE WEST, a Corporatj authorized and existing under the laws of the State of California and having its p office in the City of San Diego, California, does hereby nominate, constitute and a
James F. Teghtmeyer its true and lawful Attorney(s)-in-Fact, with full power and authority hereby confl its name, place and stead, to execute, seal, acknowledge and deliver any and a1 undertakings, recognizances or other written obligations in the nature thereof.
This Power of Attorney is granted and is signed and sealed by facsimile under ant authority of the following Resolution adopted by the Board of Directors of I COMPANY OF THE WEST at a meeting duly called and held on the Sixth day of Februar which said Resolution has not been amended or rescinded and of which the follok true, full, and complete copy:
That the President or Secretory may from time to time appoint Attor Fact to represent and act for and on behalf of the Company, and either the Pres Secretary, the Board of Directors or Executive Committee may at any time rem Attorneys-in-Fact and revoke the Power of Attorney given him or her; and be it furt RESOLVED: That the Attorney-in-Fact may be given full power to execute for ar name of and on behalf of the Company any and all bonds and undertakings as the bus the Company may require, and any such bonds or undertakings executed by any such P in-Fact shall be as binding upon the Company as if signed by the President and se attested by the Secretary.”
IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused its official seal to unto affixed and these presents to be signed by its duly authorized offic
0
“RESOLVED:
20th day of July, 1990 0 9 +4,Qa, ,%+ 2
STATE OF CALIFORNIA c41/~o~W\b COUNTY OF SAN DIEGO ”:
on this 20 day Of July, 1990 before the subscriber, a Notary Public of I of California, in and for the County of San Diego, duly commissioned and qualif: BERNARD M. FELDMAN, President of INSURANCE COMPANY OF THE WEST, to me personally be the individual and officer described in and who executed the preceding instrur he acknowledged the execution of the same, and being by me duly sworn, deposeth ar that he is the said officer of the Corporation aforesaid, and that the seal affixc preceding instrument is the Corporate Seal of the said Corporation, and that Corporate Seal and his signature as such officer were duly affixed and subscribc said instrument by the authority and direction of the said Corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at of San Diego, the day and year first above written.
a
j Notary Public
STATE OF CALIFORNIA COUNTY OF SAN DIEGQ ”:
I, the undersigned, ’ JAMES W. AUSTIN, IIIL Secretary of INSURANCE COMPANY OF THE hereby certify that the original POWER OF TTORNEY, of which the foregoing is a fl
,‘ and correct copy, is in full force and eff ct, and has not been revoked.
IN WITNESS WHEREOF, I have hereunto SUkscribed my name as Secretary, and af. Corporate Seal of the Corporotion. this 1 T day of JULY 19 94
I ((1,
Secretary mw. %- 0) (if i
% tC”, ,$’X E
4L.*& ~
ICW CAL 37(REV. 5/87) .\
I CALI FQ RN iA ALL-PU RPOSE
SANDRA J. LITTLE, ATTORNEY IN FAC'
NIWE rmE OF OF- - LC.. ';zINE WE NoTAaY PUUBUC
NUS) w -SI
I1 personally known to me - OR - c p 'wed to me on tbe basis of sat~sfactory evic 1 to be the person(s) whose narne(s) i: , subscnbed to the within instrument am
j knowledged to me ttrar ne/she/they exe
I the same in his/her/fheir autho i capacity(ies), and that by hidher, I signature(s1 on the instrument the persc ' or the entity upon behalf of whicf
~ person(s) acted, executed the instrur
SA \ C,IC/3 CCUNTY
OESCRFT'IOEI OF AXACHED OUCUl
kauaulenr reartacnrnem of th:s form. I CAPACITY CIAIMED BY SlGNEA
TlTLE OR TYPE OF OOC'JMENT
1- C3APORAE of8csq
I mrusl
NUM8E3 OF PAGES
I
OAE OF OOCLlMW
SIGNEi(S) Om6i TAAN NAMa A8(
SfGNEFI IS REPRESENTING:
u*r*EgPpcilsows)oFI~~ I
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illis Corroon Corporation of San Diego
615 Murray Canyon Road
CA 92108
105 10 Prospect Avenue
CA 92071
POLICY NUMBER
OMOBILE LIABILITY
ALL OWNED AUTOS
SCHEDULED AUTOS
93CBP0616139295
NON-OWNED AUTOS
GARAGE LIABILITY
UMBRELLA FORM
WC94900503
EMPLOYERS’ LIABILITY
DATE THEREOF, THE ISSUING COMPANY WlLLX
AYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER
Carlsbad Village Dr.
CA 92008-19ag
!
Willis Corroon Corporation of San Diego
Insurance Services
615 Murray Canyon Road
CA 92108
TC Construction Company, Inc.
105 10 Prospect Avenue
CA 92071
in the schedule.
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this endor sement . )
WHO IS AN INSURED (Section 11) iEm
the person or organization shown
respect to liability arising out
by or for you.
CG 20 10 11 85
0
amended to include as an insured
in the Schedule, but only with
of "your work" for that insured
I
Willis Corroon Corporation of San
Enclosure
Diego
4 The following representation and certification are to
REPRESENTATIONS: Mark all applicable blanks.
This offeror represents as part of this offer that:
(Check appropriate Ethnic Business Type)
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DEFINITIONS:
MINORITY BUSINESS ENTERPRISE: 'Minority
Business" is defined as a business, at least 51 percent of
which is owned, operated and controlled by minority
roup members, or in the case of publicly owned
ksinesses, at least 51 percent of which is owned, operated and controlled by minority group members.
The Small Business Administration defines the socially
and economically disadvantaged (minorities) as Black
be completed, signed and returned with propos
I am currently certified by:
Certification #:
CERTIFICATION OF BUSINESS
REPRESENTATION(S):
Mark all applicable blanks. This offeror repre
part of this offer that:
This firm is
minority business.
This firm is
woman-owned business.
, is not J
J , is not
WOMAN-OWNED BUSINESS: A WOIT I
business is a business of which at least 51
owned, controlled and operated by a woman (
Controlled is defined as exercising the powe
I poiicy decisions, Operation is defined a
involved in the day-to-day management.
American Indian, Eskimos, Aleuts and Native Hawaiians),
and Asian-Pacific Americans (Le., U.S. Citizens whose
origins are from Japan, China, the Philippines, Vietnam,
Korea, Samoa, Guam, the U.S. Trust Territories of the B Pacific, Northern Marianas, Laos, Cambodia and Taiwan). D CERTIFICATION:
COMPANY NAME
I
The information furnished is certified to be factual and
7C C13 &XiiU LXlW LO MYWy, \ PC,
I \O%O ?wp- b&Epe
ADDRESS I SRN-W,CR. qzm\
CITY,STATE AND ZIP
correct as of the date submitted.
Fwi5 spemofi
hAME
Ct)\tz~ esww~R
T'TLE& *
SIGNATURE
DEPOSITS IN
This Escrow Agreement is made and entered
Water District whose address is 5950
hereinafter called "District" and
whose address is
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1 hereinafter called "Cor
k
whose address
LhU OF RETENTION
into by and between the Carlsbad Municip
El Camino Real, Carlsbad, California 920C
tractor" and
ereinafter called "Escrow Agent."
is
as follows:
1. Pursuant to Section 22300 of the
Contractor has the option to deposit
for retention earnings required
Construction Contract entered into
Construction of Twin 'D' Reservoir
dated (hereinaf:er
on written request of the Contractor,
retention earnings directly to the
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Public Contract Code of the State of Californ
securities with Escrow Agent as a substitu
':o be withheld by District pursuant to t
between the District and Contractor for
Immovements. CMWD Proiect No. 84-111
in the amount of
referred to as the "Contract"). Alternative
the District shall make payments of t
:%crow Agent. When Contractor deposits t
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securities on deposit and payments of fees and charges.
On behalf of Contractor:
1 Escrow Agreement
Surety Deposits
Lieu of Retenti
3/1/94 R
Title I Title
Signature 1
I Address
Signature
Address
Escrow Agreement
Surety Deposiu
Lieu of Retent
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RELEASE
THIS FORM SHALL BE SUBMITTED
MONTHLY PROGRESS PAYMENTS
NAME OF CONTRACTOR: ' PROJECT DESCRIPTI0N:Construction
Praiwt NO.
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PERFORMED: I
FORM
AND APPROVED PRIOR TO APPROVAL C
of Twin 'D' Reservoir Imarovements, CMWD
84-111
DISPUTED 1
1 DESCRIPTION OF DISPUTED WORWCLAIM
The Contractor further expressly waives a1
WORWCLAIMS
AMOUNT CLAIME
[OR ESTIMATl
d releases any claim the Contractor may ha\
1 DATED:
I PRINT NAME OF CONTRACTOR
I
SPECIAL
I. SUPPLEMENTAR?.
PROVISIONS
GENERAL PROVISIONS
following documents: I
The specifications for the work include:
Specifications for Construction of Public
Regulations for Construction of Reclaimed
District and San Diego Regional Standard I the latest edition of Standard Plans ai
Potable Water Mains. Reclamation Rules ai
'Water Mains, both of Carlsbad Municipal Wat
Drawings and the Standa
I Modify Section 4-1.4, Test of Materials, as follows:
other reason shall be rejected.
completion, and any other
equipment manufacture and
major construction milestones, materials a:
delivery, logic ties, float dates and duration.
the Contractor.
I 6-6.3 PAYMENT FOR DELAYS TO CONTRA CTOR
7-4 WORKERS' COMPENSATION INSURANCE
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requirement for workers' compensation
7-5 PERMITS
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insurance.
7-8 PROJECTS AND SITE MANAGEME qT
Add the following to Section 7-10.4, public^
7-10.4.4 Safetv and Protection of Workers
I Safety:
and Public
materials.
7-13 LAWS TO BE OBSERVED
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Add the following:
Municipal ordinances which affect this work
If this notice specifies locations or possible
for use in the proposed construction project
Section 1603 of the Fish and Game Code,
pursuant to Section 1601 of the Fish an3 e contract.
include Chapter 11.06. Excavation and Gradir
materials, such as borrow pits or gravel bec
which would be subject to Section 1601
such conditions or modifications establish
Game Code shall become conditions of t
No separate payment will be made for a I
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s.:aging area.
NOTICE INVITING BIDS
Page 2, Paragraph 6, delete:
Set of plans, special provisions, and Contract
Department, City Hall, 1200 Carlsbad V
8
documents may be obtained at the Purchasi
age Drive (formerly Elm Avenue), Carlsbz
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REVISIONS TO
Sections:
10 SURVEYING
Delete:
10 SURVEYING
District Engineer will establish a system of
stations throughout the project and at
establish all intermediate lines and grades
Contractor shall preserve all surveyed control
if any, of the preceding which have been
for by Contractor.
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SPECIAL PROVISIONS
surveyed horizontal control points at
each angle point location. The Contractor sh<
through the use of appropriate equipment.
points. All expenses related to replacemei
disturbed or destroyed by Contractor shall be pa
Add:
10 SURVEYING (LINES AND GRADES
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Revisions
Special Provisic
3/1/94 R
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GENERAL 0
1 A. The work performed under this contract
Carlsbad Municipal Water District's
PROVISIONS
SE(XI0N 0
GENERAL
shall be performed in accordance with t
STANDARD SPECIFICATIONS FC
WATER MAINS and SAN DIEGO REG1 3NAL STANDARD DRAWINGS, modified ai
includes but is not inclusive of the
IMPROVEMENTS including:
CCNSTRUCTION OF TWIN "D" RESERVOI
5. Construction of 8.50 MG steel res! 1 rvoir complete-in-place, including interior a
exterior protective coatings and all
Construction of Vault No. 1 (me
structure, backfill and compaction,
1+14 to station 1+52, bypass pi
6. I
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1 associated appurtenances.
7. Construction of Vault No. 2 (flow c
structure, protective coatings, pipi
bypass piping, motor operated pl
lighting, and associated appurtenan
other appurtenances.
er vault), including excavation, concrete vai
rotective coatings, piping Line "A" from statii
ing, magnetic meter, power and lighting, a
ntrol vault), including excavation, concrete va
g Line "A" from station 1+52 to station 1+!
g valve, pressure reducing valves, power a
es.
9. Provide and install temporary electric
with San Deigo Gas & Electric service I
10. Install electrical facilities including
including electrical cabinets, pads, pull
vaults, tanks and irrigation pump.
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11. Purchase specified telemetry equipment
personnel. Contractors overhead cost
Bid Item No. 12.
12. Install telephone conduit from new
eter pole complete and in place in conforman
guide and instructions.
co:nduits and conductors from meter pole to ai
boxes, switches and conduits with conductors
at a fixed price for installation by Distr
to coordinate said purchase must be included
meter pole to master telemetry cabinet ai
15. thru 18.
Construction of approximately 577 LF
inch Steel CMUC water lines, 1/4" plate
bedding envelope, backfill and compxtion,
valves, and appurtenances.
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19. Construction of approximately 24 LF
1/4" plate minimum, including excavation,
compaction, tie-ins, repaving, cathoc 8 appurtenances.
20. thru 22.
Construction of approximately 350 LF
inch Steel CML&C drain line, 1/4" plate
bedding envelope, backfill and compaction,
connection to 15 inch overflow,
appurtenances. i
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of 30 inch, 196 LF of 24 inch, and 25 LF of
minimum, including excavation, pipe materi
16 inch hot tap, tie-ins, and all fittin]
Iof 16 inch Steel CML&C reclaimed water linc
pipe material, bedding envelope, backfill ai
ic test stations, and all fittings, valves, ai
of 24 inch, 395 LF of 18 inch, and 96 LF of
minimum, including excavation, pipe materi
36" temporary corrugated steel pipe in11
cornection to 6 inch drain, and all fittings ai
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23.Removal and disposal of existing 15 inch concrete pipe and 12 inch AC pipe drain lines,
and backfill and compaction of trench line.
24.Construction of one (1)twin pipe headwall,including flap valves,rock rip-rap,and
excavation of 75 LF of drainage channel.
25.Join existing 10 inch CML&C steel potable water inflow line 10 inch tee,flanges,gate
valves and thrust blocking,including excavation,bedding,backfill,compaction and valve
cans.
26.Construction of approximately 105 L.P.of 10 inch,10 gauge CML&C steel potable
water inflow line,including excavation,pipe material,bedding envelope,backfill and
compaction.'
27.Construct 10 inch,10 gauge CML &painted steel,vertical potable water inflow line and
fabricated cupola including,bends,brackets,braces and painted exterior surface.
28.thru 30.
Construct appurtenances such as 6 inch blow-off assemblies,2 inch air and vacuum
assemblies and 2 inch water services as shown on the plan and in accordance with
applicable standard drawings.
31.Construct 36 inch corrugated steel pipe inlet as part of air gap assembly for conversion
of D-l Tank use from potable to reclaimed water.
32.thru 36.
Construction of approximately 200 LF of redwood header,construction of approximately
1,070 LF of 6"concrete header,construction of approximately 440 LF of 3'-6"rolled
curb and gutter,construction of approximately 453 LF of 3'-6"concrete cross gutter,
construction of approximately 60 LF of 3'-0"concrete drainage ditch
37.Construct rock rip rap energy dissipators per plan including filter fabric.
38.Construction of 38,835 square feet of 3 inch compacted hot mix asphalt concrete
pavement,including compaction of subgrade,6 inch compacted base,tack coat.
39.Construction of Type A asphalt concrete berm including tack coat.
40.Construction of 4'wide stairs on grade with handrail.
41.Construction of approximately 70 LF of 4'wide concrete walk.
42.Installation of 1,195 LF of 6'high black colored security fencing including three (3)24'
double swing gates.
Section 0
General
3/1/94 Rev.
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43. Construction of approximately 160 LF of Metal Beam Guard Rail.
adjustments. I Project is located in Carlsbad, California, with the intent of the Contract Documents
E-1. For purposes of clearness
diagrammatic, and although
underground mains and
possible, the Contractor
1
D Documents and shall verify
I accepted standard practice
Changes in location of all
made to meet conditions
change in work which has
Contractor without additioI
the number of fittings and
E-2. All work not shown in complete
E-3. I
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and legibility, the Drawings are essentia
elevations are shown and locations
points of connection are drawn to scale whe
shall make use of all data in all of the Contra
:his information prior to and during constructia
detail shall be installed in conformance wi
and manufacturer's recommendations.
piping, as indicated on the Drawings, shall 1
a.s required and as directed by the Owner. A
not been installed shall be made by tl
a1 compensation except changes which increa
lengths of pipe runs.
Sectior
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Work indicated on Drawirgs,
versa, shall be performed
but not mentioned in Specifications, or vi
same as if specifically mentioned or indicated
installation shall be furnished
without cost to Owner. I
F. OWNER-FURNISHED
material or equipment listed in this Article
furnished and delivered to the Project site
expense, the Contractor shall receive and
perform all operations required to store,
service, and install the OFCI items complet
for the intended use. The Contractor shall F
not furnished with the OFCI items as are
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whether or not indicated and specified a
CONTRACTOR-INSTALLED ITEMS (OFCI). The items
(herein referred to as 'OFCI items) will
by the Owner at no cost to the Contractor. At I
unload the OFCI items when delivered a
protect, unpack, condition, assemble, transpa
2 in place, connected, tested, approved and rea
rovide all ancillary parts, supplies and operatic
required to acceptably complete the installatic
I 1 F-4. List of OFCI Items.
Quantity DescriDtion
(None) I
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EXECUTION (Not applicable to this Section)
SECTION 0
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SUPPLEMENTAL
STE,EL
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Steel pipe water lines and drain lines shall
edition of the Carlsbad Municipal
SPECIFICATIONS FOR CONSTRUCTION
11, Materials, modified as follows:
Add the following to section A. Pipe: I
PROVISIONS
SECTION 1
PIPE
be constructed in accordance with the latr
Water District's STANDARD PLANS Ab
OF PUBLIC POTABLE WATER MAINS, P:
"Contractor shall install corrosion
and as specified in Section 14 - I
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Amend section D as follows:
'The contractor shall not operate
personnel to open and/or close all
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control items to steel lines as shown on the pla
Corrosion Control of these special conditions."
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:District valves as required."
any District valve. The District will provi
Sectioi
Steel P
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B 18" Drain Line Y 0+75
1 24" Drain Line X 0+75
-
4+70 395' (09 (1 - 395'
4+25 - 350' 350'
-
16" Water Line A 0+85 i
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24" Water Line B 0+87
C 0+88
C 1 +39
D 1+13
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1+10 - 25'
25' -
1+48 61'
1 +54 66'
-- 5 1' Vault No.3 Byp
16' - 194' 1 +29 -
-
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Steel P
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Bid Line Beginning
Item No. Station
30" Water Line A 1+10
A 1+91
A 1+10
D 1 +61
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Vault No. 1 A 1+16
Vault No. 2 A 1 +52
Vault No. 3 D 1 +29
(i) The price for connections to the overflow
Reservoir "D-2" is subsidiary to the unit price
compensation is allowed therefore.
The price for connections to the overflow
Reservoir "D-1" is subsidiary to the unit price
compensation is allowed therefore.
The price for removing and disposal of 6C3
LF of A.C. drain line shall be by separate.
construction of 16" or 18" drain line.
The price for piping through vaults No. 1,
for construction of vaults No. 1, No. 2, ard
' (ii)
(iii)
(iv) I allowed therefore.
I D-13. EXECUTION.
13-1. Existing Drain Line. Contractor shall the existing 12" A.C. drain line and
Owner, District Engineer, and the
from removal of buried pipe shall
and compacted to minimum 95
fill shall be level with existing contoIrs.
and compaction procedures and test
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Ending
Station Length Comments
1+16 6'
5+09 318'
__ 25' Stub Out
3+88 - 227'
576'
1 +52 36' Includes Bypass, (
1 +91 39' (
1+61 32' (
and to the drain line for the southernmost existing 1.25 h,
bid for construction of 18" drain line and no additioi
ajid to the drain line for the northernmost existing 1.25 h,
bid for construction of 16" drain line and no additioi
(+) LF of existing 15" concrete drain pipe, and 85 (
bid item and is not subsidiary to the unit price bid 1
No. 2, and No. 3 is subsidiary to the lump sum price 1
No. 3, respectively, and no additional compensation
remove the existing 15" concrete drain line a]
dispose of off site in a method acceptable to t
governing agencies. Voids resulting in trenchli
be replaced with suitable compacted fill mater
percent relative compaction. Surface of compact
The geotechnical consultant shall observe 1
for proper compaction.
Sectioi
Steel PI
3/1/94 R
connections as shown on the plans, or
13-3. The 16" steel reclaimed water
Reservoirs R-1 and R-2, and rernovz.1
line. I
I Add the following to section E:
B-2. STEEL FABRICATED FITTINGS
flexible couplings where connection is require
lkie bid item shall include altitude piping f
and disposal of & 160 LF of existing 18" wat
fP) (Dp) (Do) (2-sin
T = (4) (fs) (w) (sine
T = Thickness of the collar
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I, P = Design pressure plus
Dp = Inside diameter of pipe
Do = Diameter of opening I 8 = Angle between the
fs = Design stress, psi.
W = Width of collar or
The width of the collars or wrappers
inside diameter of the outlet, measured
inches (3") in diameter or less may
called or in lieu of collars or wrappers,
than twelve inches (12") in.diamete:r.
AWWA Manual No. 11. All pipe pressure.
B-2.3 Elbows. All elbows, 6" and larger,
accordance with AWWA C208-83 r.
or wrapper, in inches.
surge pressure, in pounds per square inch.
cylinder, in inches.
(major axis in ellipse), in inches.
longitudinal axes of run and branch, in degrees
wrapper, in inches.
shall not be less than 1/3 or more than 1/2 t
on the surface of the cylinder. Outlets thr
be installed without collars. Where specifica
crotch plates may be used on outlets larg
The design of crotch plates shall be based 1
shall be designed for minimum 150 psi worki
buried and non-buried, shall be fabricated
(or latest revision) from steel pipe manufactur
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Steel P
3/1/94 R
following:
2-piece 0" I
Add the following to Section C.: 1,
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I C-5. PAYMENT.
Payment. Payment for all materials
of steel pipe shall be included in
schedule.
I END OF
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and work associated with excavation and back
the price bid for bid items as listed in pipi
SECTION 1
Sectioi
Steel PI
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VALVES AND HYI)
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D
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Contractor shall provide and install all
appurtenances in accordance with the
District's STANDARD PLANS AND
PUBLIC POTABLE WATER MAINS, Par:
'
Add the following to Section B-FITTINGS,:
B-10. All buried flexible couplings
lines, and all above ground
to the drains lines shall be
Dresser, Style No. 39.
Add the following to Section C-VALVINC-:
c-2.1 Epoxy Lining. Butterfly
AWWA C550. Manufacturer
iron internal waterway
guaranteed by the manufactrrer
coatings will be allowed.
The plug valve upstream of
manual operating handwheel.
reducing valve shall be
handwheel.
C-3.1
(2-14. PRESSURE REDUCINGPRESSURE
This valve shall maintain a.
fluctuations in demand. Whsn
spring setting of the pressure
a constant inlet pressure.
upstream pressure the valve
I.
(
SECTION 2
RAULIC SPECIALTIES
valves, fittings, and miscellaneous water lii
1a:est edition of the Carlsbad Municipal Wat
SP.AXFICATIONS FOR CONSTRUCTION C
11, Material, modified as follows:
connecting reservoir bottom drains to the dra
flexible couplings connecting reservoir overflol
i:nsulating flexible couplings as manufactured
valves shall be epoxy lined in accordance wi
shall apply holiday free epoxy coating to all ca!
surtaces prior to assembly, and valves shall 1
after lining. No field application of intern
pressure reducing valve shall be equipped with
The plug valve downstream of the pressu
equipped with an electric operator with auxilia
SUSTAINING/CHECK VALVE.
constant downstream pressure regardless
the upstream pressure becomes equal to tl
sustaining control, the valve throttles to mainta
If the downstream pressure is greater than tl
closes automatically to prevent return flow.
Sectior
Valves and Hydraulic Specialt
3/1/94 R
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C-15. FLOWMETER.
C-15.1 General. The Contractor
shown on the Plans. Flowmeters
511-30 or approved equal.
C-15.2 Sensor. The flow tube shall
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steel coil enclosure, or ceramc
The meter materials shall be
shall be polyurethane and
C-15.2.1
(
shall furnish and install magnetic flowmeters
Flowmeters shall be factory assembled.
shall be a 12" Sparling Model FM655-1
be 304SS with carbon steel flanges and weldi
(flangeless) with cast aluminum coil enclosui
suitable for potable water. The flow tube lin
elxtrodes shall be 316SS.
C-15.3.2 Power Requirements: 117
C-15.3.3 Selection and change of all
magnetic probe (magcomma.nd)
The software shall incorporate
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C-15.3.4 Totalized flow and programmed
for up to 10 years.
C-15.4 Interconnecting Cable: Cab1.e
be furnished by the magnetic
C-15.5 Svstem Characteristics: The
C- 15.5.1 Accuracy: .C 1.0% of rate
.C 0.01 ft/sec
ac, ? lo%, 50/60 Hz.
flowmeter settings shall be made by use of
without opening the transmitter enclosui
an owner selectable password.
configuration shall be maintained in memc
to connect the sensor to the transmitter sh
flow meter manufacturer.
overall systems characteristics shall be as follov
from 1 to 33 ft/sec.
below 1.0 ft/sec.
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C-15.5.2 Full scale: Adjustable from
C- 15.5.3 Outputs: Bi-directional:
or 0 - 1 Khz, 15 V peak to
C-15.5.4 Minimum conductivity: 1
C-15.5.5 Power consumption: 11 VA.
C-15.5.6 Sensor and transmitter
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t approved equal.
Temperature limits, ambien.;: C-15.5.7
3.0 ft/sec up to 33 ft/sec.
isolated 4-20 mAdc and .either 24 Vdc scaled pu
peak.
micromho/centimeter
maximum
protective coatings shall be 7 mils of epoxy
-20°F to + 140°F.
and lightning spikes.
C-15.5.18 Operation maintenance ma I system.
C-15.5.19 Flanges shall be steel class 1
1
I. Sectic
Valves and Hydraulic Special
3/1/94 E
uals and schematics shall be included with
:150.
65
c-15.5.20 Laying length for the 12” flo eter, flange to flange, shall be 18.88”.
.
C-16. ELECTRIC OPERATORS
C-16.1 ELECTRIC OP c type operators shall include the motor,
8
operator unit gearing, limit tches, torque switches, declutch lever, auxiliary
handwheel, reversing start switches, mechanical position indicator, and
accessories as indicated in chedule. Electric operators shall conform to
1
AWWA C504, Sec. 3.8.6 valve actuator motor and all electrical
errclosures shall be weath of, NEMA 4, as a minimum. A hammer blow’
mechanism that travels su ently enough to allow the motor to reach full
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speed before imparting a h mer blow to start valve in motion in either the
closing or opening directi shall be incorporated when specified in the
Schedule. The power gear-i 11 consist of helical gears of heat-treated steel,
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and worm gearing of loy steel. All power gearing shall be grease
lubricated with high on anti-friction bearings. Actuating speed
shall be as specified in the e. The responsibility for proper operation
I
shall reside with the valve
C-16.2 Motors shall be n-ventilated (TENV) construction with
NEMA Class B insulation h a maximum continuous temperature rating of
c 12OOC. The motor shall hav running torque of 40% of locked rotor torque
and a starting torque of times running torque or a rating per value
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manufacturer’s recommen . The motor shall be of sufficient size to open
or close a valve against t aximum specified differential pressure when
voltage to the motor is t of nominal voltage. Electrical service to the
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motor shall be single pha 60 HZ, 120 volts ACl. The motor shall be
prelubricated and all beari shall be of the anti-friction type. Motor rating
shall be 30 minute duty.
I C-16.3 Limit Switches shall be an integral part of the valve
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operator. The limit swi partment shall be totally enclosed and equipped
with a heater and stat to prevent build-up of moisture and
contamination. DT and rated 1OA at 120 VAC or as
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specified in the ng point shall be adjustable at any point
of valve travel d fully closed.
C-16.4 Torque Limiting Switches be provided and be responsive to the
mechanical torque backseating, or by obstruction. The
torque switch shall operate dial integrally mounted and directly
related to the the operator. Torque control accuracy shall be
within plus or The use of torque wrenches for calibration
shall not be required.
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Section 2
Valves and Hydraulic Specialties
3/l/94 Rev.
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C-16.5 Plug valve; shall be controlla'
The plug valve telemetry
control capabilities:
Analog
il Digital
t
Valve percent
Valve control
Ae by District operator at District headquarte
system shall have the following monitoring ai
open
open
C-16.8 Valves. The valves shall b
accordance with this Sectio
C-17. VALVE PROTECTION AND
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C-17.1 Concrete Pad. All valves
surfaces shall have a square
around valve can top. Concrete
extend 4" above finish grade.
Standard Drawing No. 21 -
C-17.2 Identification Posts. All valves
4" x 4" x 6' in height redwood
douglas fir (S.4S) post embedded
of identification. The post
of the type specified on the plans and .
IDENTIFICATION.
(pDtable and reclaimed) not located within pav
concrete pad, 24" x 24" x 4" thick cast-in-pk
pad shall be at finished grade. Valve can sh
Reference Carlsbad Municipal Water DistI
3xtension Stem and Marking Post.
not located within paved surfaces shall havt
or pressure-treated (with wood preservatii
next to valve box concrete pad for purpc
shall be embedded in concrete 2.5' below grar
stating "WATER' on each
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face of post. Posts marking reclaimed water11
Sectio
Valves and Hydraulic Special
3/1/94 F
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valves shall have the word
shall be painted purple and
Carlsbad Municipal Water I and Marking Post.
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"RECLAIMED" stated on each face. The PC
the letters shall be black in color. Referen
D:.strict Standard Drawing No. 21 - Extension Ste
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I TESTING ANI>
Contractor shall reference Section 9 - Steel
disinfection of 8.5 MG steel water tank.
Contractor shall test and sterilize water
Carlsbad Municipal Water District's ST
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SE(TI0N 3
STERILIZATION
Reservoir, of these technical specifications f
lhes in accordance with the latest edition of t
ARD PLANS AND SPECIFICATIONS FC
Disinfection. i
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SECTION 3
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Section
Testing & Disinfectic
3/1B4 Re
in thickness.'' I
Amend D:9 as follows: I
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Delete: "Relative compaction of 90
Agency in whose right-of-way the work is
Add: "Relative compaction of 95
D1.557-78."
percent (go%), or to the density required by t
located, whichever is more restrictive.''
percent (95%)' based on ASTM Test Meth
A-3. Soils Investigation ReDort. A.
has been prepared by I soils investigation report dated October 2, 19!
Leighton & Associates, entitled Prelimina
Tanks, Located South of
Camino Real, Carlsbad,
conditions on this project. 8
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B. EARTHWORK OBSERVATION ANI)
District’s Geotechnical consultant will be
procedures and testing the fills for
responsibility of the Contractor to assist
Consultant and keep them apprised of wcsk I 0
Palomar Airport Road between Interstate 5 and 1
California and shall be used as a guide to subsurfac
TESTING. During all grading operations, tl
present for the purpose of observing earthwo
conformance with the Specifications. It shall be tl
the District and the District’s Geotechnic
schedules and changes, at least 48 hours
Section
Excavation and Site Wo
3/1/94 Rc
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gly. No grading operations should
consultant. The Contractor shall T:
grading operations. The District u
11 be responsible for cost associat
ified requirements.
provide adequate equipment a
methods to accomplish the work in accor
tory conditions, such as unsuitat
tion, adverse weather, etc., are resulting
ations, the geotechnical consultant will
nstruction be stopped until t
mpaction should be performt
rican Society for Testing a1
eas to receive structural fill (
and subsurface obstructior
11 other deleterious materi
debris should be proper
acceptable to the Owner, design enginee
technical consultant. Holes resulting fro
ich extend below finish site grades shall t
disposed of off site in a
replaced with suitable com
e extent of these remova , no more than 1 percent (k
aterials and nesting of thes
materials should not be all
ce improvements shall b
ine weather the natur;
The existing ground which een evaluated by the geotechnical consultar
fill shall be scarified to a minimum depth c
ns, and recompacted t
Section
Excavation and Site Woi
3/1/94 Re
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1
a least 95 percent relative
Existing ground which i
in the following section. S
down and free of large
reasonably uniform, flat,
uniform compaction.
action (based on ASTM Dl557 78).
factory shall be overexcavated as specifj
ation shall continue until the soils are brok
or clods and until the working surface
ee of uneven features which would inhi
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c-3. Overexcavation. Soft, dry, ic-rich, spongy, highly fractured, or otherw h a depth that surface processing can1
n, shall be overexcavated down to compett
unsuitable ground, exte
adequately improve the 8 ground, as evaluated by technical consultant.
In order to minimize th r differential settlements between cut a
fill transitions, overexc tank pads is required. The cut porti
of the tank pads shall be avated to a minimum depth of eight (8) ft
below finish grade and r with compacted fill. This includes existj
material between el sl and 367 fmsl. The base of t
overexcava tion shall ht (8) feet outside the tank foot pri
See plans for area r
All cost associated be included in the Contract0
lump sum price site work, and no additior c compensation will
e-4. ected to be rippable w , non-rippable materials rn conventional eart
be encountered.
c-5. Moisture Conditi soils shall be watered, drie a uniform moisture conte
near optimum.
C-6. th slopes steeper than :
or benched. The lowc
st 2 feet into compete
chnical consultant. Other benches shall
as evaluated by the geotechnical consulta
otherwise overexcavat
material as evaluated by t
excavated into competent
when recomme
c-7. cluding processed are; ated by the geotechnic removal areas
Sectioi
Excavation and Site Wc
3/1/94 R
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D. FILLMATERIAL.
rally suitable for use as compacted
erial and debris. Material to be plac
organic matter and other deleteria
ated by the geotechnical consultant prior
ion, expansion, or strength characteristics sh
echnical consultant or mixed with 0th
1 D-1.
substances, and shall be
placement. Soils of poor I
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D-2. te will likely produce oversize ro materials not suitable for u structural fills.
other irreducible material with
es, shall not be buried or placed
disposal methods are specifica
uled to an appropriate off SI
acceptable to the Owner, District Enginec area and disposed of in I governing agencies, and nical consultant.
e broken up to an acceptat
shing of oversized rock
erial. The cost associatc
is subsidiary to the lun
ensation will be allowc therefor.
D-3. ding, the import maten'
dix D of the Soils Repc
be given to allow tl
ary) the proposed impc
price for transportatic
e bid for excavation ai 1 lowed therefore.
E.
E-I.
Section Excavation and Site Wo
3/1/94 Re
:
compaction equipment used. In gener
eding 8 inches in thickness.
be watered, dried-back, blended, and,
moisture content near optimum.
evenly spread, moisture-conditionc
and mixed.
r-optimum moisture conditions a
m lifts to at least 95 percent relative compacti uniformly compacted in
ked and either specifica
lity, to efficiently achieve t
lished, in addition to norn
with sheepsfoot rollers
other methods produci
he relative compaction
echnical consulta:
chnical consultan
. Temporary erosion control shall conform
trol plans (2 sheets), specified herein, and
Section
Excavation and Site Wo
3/1/94 Rc I
Grading controls. The Co tractor shall provide temporary earth bern
sandbags and similar measu es, coordinate with his construction procedurc
as necessary to control site rosion during the construction period. Spec
attention will be required o protect areas which have been cleared a
grubbed prior to excavation r embankment operations, and which are subjr
to runoff from November to pril. Temporary measures may include, but n
be limited to contour grade ditches, temporary unpaved ditches, sandba
and filter fabric fences to fil fi er silt and sediment from runoff.
Temporary erosion control
following:
a.
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easures shall include, but not be limited to, t m 6 The Contractor shall conduct his operations in such a manner tk
storm runoff will be c ntained within the project or channeled into t
storm drain system w ich serves the runoff area.
b. Storm drain syst
constructed and
and other devic
f slope drains, and outlet structure shall
prior to commencing, or concurrently w
emporary downdrains, drainage structurc
ovided to channel storm runoff water in
storm drain systems during constructic
d out of the storm runoff before said run(
ing brought up to grade and duri
e protected by various measures
the siltation of downstream facilities ai
measures may include, but shall not be limit1
ains, either in the form of pipes or ditches wi
erms around areas to elimina
by surface runoff; confined pondi
porary check dams in toe of slo]
Excavation areas
erosion and the r
being brought to grade, shall be protected fra
of downstream facilities and adjace
ary erosion control measures. The
but shall not be limited to: check dan
the runoff; and protection, such
which have not been brought up to grade.
protected against erosion and tl
facilities and adjacent areas durii
sures may include, but shall not 1
tour berms to control sheet fla
Sectior
Excavation and Site Wc
3/1/94 Ri
t
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Payment for removal of existing 15" concret
and compaction of resulting trench shall be
and disposal and no additional compensat'on I
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END OF;
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I, drain line and 15" A.C. drain line and for filli
included in the lump sum price bid for remo\
is allowed therefore.
SECTION 5
Section
Excavation and Site WOI
3/1/94 Re
Delete the latest edition of Car1sbs.d I Municipal Water District’s STANDM
SPECIFICATIONS FOR CONSTRUCTION
Section for Portland Cement Concrete and
Reinforcing, and Section 8 - Cast-in-Place I
I A. GENERAL.
I specified, and required.
A-1. Description. Provide formwork
A-1.1 Work Included in This Section.
a. Furnishing, erection, I b. Shoring and bracing.
Setting of embedded
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OF PUBLIC POTABLE WATER MAIP
replace with Section 6 - Formwork, Section
Concrete.
for cast-in-place concrete as indicatr
Principal items are:
and removal of forms.
items.
b . Reinforcement .
c. Concrete mixing, p1ack.g
d. Waterstops.
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A-2. Qualitv Assurance.
A-2.1 Requirements of Regvlatory
Construction Safety Orders
1926.701 apply to the Work
and maintain at least one
enforcing agency will not
submit evidence to the California
formwork and shoring designs.
does not include any allowawe
loads. Three copies of the I.
and finishing.
Agencies. The requirements of Californ
Section 1717 and OSHA Part 1926, Sectic
of this Section, and the Contractor shall prepar
copy of the required Drawings at the site. Th
approve the Drawings and the Contractor sha
Division of Industrial Safety to justify th
Design of the structures shown on the Drawinl
or consideration for imposed constructio
Contractor’s shoring and formwork drawings sha
Section
Formwoi
3/1/94 Re
I
be filed with the Owner
approval. Forms, shoring
dead loads, including e
foundation pressures, str
construction.
Standards and Tolera ork shall comply with ACI 347-
Recommended Practic Formwork, except as exceeded by t requirements of regul or as otherwise indicated or specific
Formwork shall be d structed to produce finished concre conforming to toleran aph 2.4.1 of ACI 347-78 and ACI 13 81 Standard Toleran
ord purposes only and not for review
ork shall be adequate for imposed live a
height of concrete drop, concrete a
1 stability, and other safety factors duri c
I A-2.2
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nstruction and Materials.
A-2.3 Shop Drawings. Con ints and expansion joints shall be
shop drawings for approval showi
nstruction for any joints not shoi
and concrete placing operatioi
orking days in advance of foi
the types and locatio
fabrication. 1 B. PRODUCTS.
B-1. aining resin or polymer type th
of concrete or adversely affe
mortar, protective coatinl
oatings containing mineral oi
-drying ingredients are not permitted. F
table stored water, the coatings and fon
will not leave
concrete surfaces contact
B-2. ng or No. 1 Structural Joists ai
Planks, or approved equal.
better, T&G or shiplap, S1
forms, ifused, shall be No. 2 Common I
1 B-3. ct Standard PS-1 and shall be APA or DFPA grade mark.
B-3.1 rm, Class I, minimum 5/ I
I B-3.2 aterials, or approved equz
1/8' thick ful
Section Formwo
3/1/94 Rt
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C-1. Form TvDes.
C-1.1 Smooth Surface Concrete. Us
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for interior and exterior
concrete in contact with liquii
General Concrete. Use either
or form as specified for smocth
C- 1.2
C-2. Shoring and False Work.
shoring is erected, either
against undermining or settle:nent,
c-2.1 Alignment. Construct forms to
and camber as required.
Form Construction. Build form ) c-3.
1
3 specified plywood or metal forms, as approve
exposed above-grade concrete and all forme
plywood or board forms for concealed surface
surface concrete.
Dis:ribute loads properly over base area on whic
coxrete slabs or ground; if on ground, protec
particularly against wetting of soils.
produce in finished structure all lines, grade,
to exact shapes, sizes, lines, and dimensior
Section
FO~IYIWOI
3/1/94 Re
I
as required to obtain accurate
plumb work in finished
recesses, moldings, reglets,
anchorages, and other requirjed
hammering or prying against
accurate spreading of forms.
displacement occurs during
specified coating material only
allow coating to contact
Chamfers. Provide 3/41' x 3/4"
and edges.
Form Joints and Tie Holes.
foam plastic strips, caulking
fully seal tie holes in forms,
prevent leakage of concrete
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C-3.1
C-3.2
c-3.3 Form Windows. Provide
access for concrete placeIrent
adequate for tremies and
alignment, location and grades, and level a
structures. Provide for openings, offsets, keywa
chamfers, blocking, joint screeds, bulkhea
features. Make forms easily removable with(
concrete. Use metal spreaders to prov
Construct forms so that no sagging, leakage,
and after pouring of concrete. Coat forms w
prior to placement of reinforcing steel; do I
reinforcing bars.
chamfer strips for all exposed concrete corn
Seal joints between form panels with specifi
compound, or tape. Unless form tie spreadc
seal around ties with specified materials a
mortar.
windows in forms wherever directed or necessary 1
and vibration. Windows shall be of s
vibrators, spaced at maximum 6 ft. centc
and sealed before placing higl
m
C-5.1 "Cast-In-Place Concrete."
C-5.2 Devices of the tell-tale type shall
where as required to detect formwc
ncrete placement. Required slab a
ectly maintained as concrete loads E
igned to check forms during concre
movements a
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C-6. . Do not remove forms or shoring ur
ngth to support its own weight and
C-6.1 r concrete placement are follows:
3 da
............... 2da
.............. 14 da
Do not remove shoring and falsework un
t or until concrete has attained at least ! 1 as demonstrated by contr
...............
C-6.2
C-6.3 nt, or permanent loads (
1 concrete has attained tl
C-6.4 Concrete shall be thoroughly wetted i
d shall be kept wet during the removi
le water supply with host
1 operations commencc
Section
Formwoi
3/1/94 Re
I.
Water District's STANDAI
OF PUBLIC POTABLE WATER MAlT
ce with Section 6 - Formwork. Section '
SPECIFICATIONS FOR CONSTRU
Section Portland Cement Concrete a
f the Contract and in Divisior
plete as indicated, specified a
. Principal items are:
reinforcing for cast-in- pla
including delivery to t
Testing. Materials shall b as hereinafter specified and unless specific
sting shall be performed by Owner approvt
me by Owner. Any subsequent tests o retes
e or failure to meet specificatior
ed by the Owner approved testir
required due to Contra
the sampling and retest
Section
Rein forci
3/1/94 Rt
8
include at least 2 pieces, each 18" long,
each sampling.
e required if reinforcement
elivered from the mill, identified as to hc
ed by certified mill analyses and mill t
aged with Identification Certificate so
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ess directed by the Owner.
When positive identification cannot be made
aken, tests shall be made from eacl
each size. One tensile and one be
cimens of each size of reinforceme
r testing unidentified bars.
A-2.3 shall conform to the specificatj
Steel Institute "Manual of Stand2
SI Manual) except as otherw
A-2.4 Field Quality Control. ontinuous inspections shall be performed
d by Governing Building Offici
red and submitted to Owner a
. Refer to Section "Cast-In-Place Concrete
te placing, assign ironworkers
nd maintain bars in correct positions at ea
rm shop and field welding of reinforcing stc
on of an Inspector representative of I
the Laboratory at least 24 hours in advar
of reinforcement.
six (6) weeks in advance A-3.
fabrication:
A-3.1 Shop Drawings. Submit rawings for reinforcing steel prepared
accordance with ACI 3 nual of Standard Practice for Detailj
ts, bending diagrams, asseml
diagrams, dimensioned and locations of all bar laps and splices, a
Sectio
Reinforc
311194 R
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I
shapes, dimensions,
layout plans for bar
and approval of sho
bars, and dimensio
of bar reinforcing and accessories. Inch
d chairs, with typical details. Owner’s revi
11 apply to the sizes, locations, and types
lices only. Dimensions shown on the sh
f the Contractor and approval of sh
a1 of dimensions therein.
es of each bar support and two samp
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A-3.2 I of each individua
B. PRODUCTS.
B-1. Reinforcing Bars. ASTM A615, Grade 60, Ty
’S’.
B-2. Welded Wire M 1 B-3. Tie Wire. Anne
B-4. lvanize steel or stainless stt
fied shall conform to CR
SB, BB, BC, JC, HC, CH
ast concrete block suppo
n grade or on membranc
ter bearing surfaces, roc
erior surfaces exposed
Manual of Stan
and others of s
B-5. Chapters 6 and 7 exce
cement and tagged wj , and transport and sta
cient supply of teste
B-5.1 e bars of indicated size and accurately form
and required by methods not injurious 1 not scheduled will be
C. EXECUTION.
Sectior
Reinforci
3/1P4 Rc
f
1
cover is allowable for bars
containing structures.
c-1.1 Cleaning. Before placing
clean reinforcement of loose
or reduce bond. Do not allow
curing compound to contact
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1 c-1.2 Concrete Coverage, over
s.t concrete surfaces exposed in liquid or watc
re-nforcing, and again before concrete is plaa
lnill scale, oil, or other coating that might destr
form coatings, release agents, bond breaker,
reinforcement.
reinforcing bars shall be as indicated. The covera
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rlays, freedom from porosity and clinkei
n into base metal. Cut out welds or pal
of welds foun th chisel and replace with prop
r removing defective welding is n
I C-1.6 Additional Reinforci ional reinforcing bars at sleeves ai
red. Where additional bars are not shown f
s instructions and provide additional bars
openings as indicated
such locations, obtain
directed, at no extra cost to
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C-1.7 Welded Wire Mesh.
during concrete pour
shown or required to
unless otherwise det
supports and chairs to hold in plac
to lay in flat plane and bend mesh
11 be no less than one complete me:
Sectior
Reinforci
3/1/94 Ri
P
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CAST-IN-PLACE
Delete the latest edition of Carlsb2.d
Section Portland Cement Concrete and
Reinforcing, and Section 8 - Cast-in-Place
A. GENERAL.
A-1. DescriDtion. Requirements I as indicated, specified and
I SPECIFICATIONS FOR CONSTRUCTI13N
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1 form a part of this Sectio E..
A-1.1 Work Included in This Section.
a. All cast-in-place concrete
equipment.
b. Concrete finishing, c c. Concrete curing.
d. Sealing of joints.
e. Vapor barrier membra:nes. I A-1.2 Related Work Not Included
a. Formwork and reinforcing
b. Site preparation and I A-2. Reference Standards. Except
to requirements of ACI
Buildings, and to requirements
Practices as contained therein.
A-3. Source Quality Control.
A-3.1 Code Requirements. Unless
and/or shown on the Drawings,
requirements of the Governing t
I
SECTION 8
CONCRETE
Municipal Water District’s STANDM
OF PUBLIC POTABLE WATER MA0
replace with Section 6 - Formwork, Section ’
Concrete.
specified in Conditions of Contract and in Divisi
Provide cast-in-place concrete work, complc
required.
Principal items are:
including bases for mechanical and electric
patching, grouting, and crack repair.
in This Section.
work.
ez.rthwork.
as herein modified, concrete work shall confor
301.-84 Specifications for Structural Concrete f
of ACI Standards and ACI Recommendc
more stringent requirements are specified here
all work shall conform to the applicab
Building Code.
Section
Cast-in-Place Come
3/1/94 Rt
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tests or retests required d ntractor’s noncompliance or failure to mc
retesting shall be performed by the oul
cost borne by the Contractor.
I A-3a2
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C150 with tensile strength test made a
d for identification at location of sampli
. Test aggregate before and after concrt I
. ASTM C40. Fine aggregate shall develop 0) an reference standard color.
ASTM C131; loss shall n
ns, 42% after 500 revolution 1
. ASTM C117; not
egate per ASTM C3
ASTM C289. Ratio of silica released
shall not exceed 1.0.
or all aggregate, not less thi
according to Test Method N 1
Section
Cast-in-Place Concre
3/1/94 Rc
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At Contractor’s expense Testi
ast-in-place concrete to have 2
i and shall perform prelimin2
irements. Test results shall
submitted to the Owner.
Mix Designs.
I A-4.
I A-4.1
es for workability of mix a
all be rigidly controlled
trial batch method or combinations
ed as required by Section 4.2, Standa
Concrete (ACI 318-83)
herein specified concre
n of Owner it becorn
ain the required strengi
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materials previously
. Unless otherwise shown on t
specified herein, normal weig
aggregate concre es shall provide the following minimu use in various locations:
shall be provided for concrete used j
wall, manhole bases, ai
all be provided for concrete used j
e headers, curbs, gutters, thn I concrete structures not occurrii
shall be provided for fence PC
t, for fills for ove
n-structural concretc
egate concrete shr
ement ratios whc
limit water/ceme
ratios as follows:
Section
Cast-in-Place Concre
3/1/!94 Rt
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1
0.44 maximum
0.48 maximum
0.45 maximum
ement ratios shall be no greater th
s, upon approval prior to use, a
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A-4.2 9 compression test cylindc
are required for an earl
ce with ASTM C31. C
r the concrete work.
inders at 28-day age. F
strength test results sh
ngth test result shall f
A-4.3 reliminary strength tc
r review and approv
he concrete materia
ments indicated a D specified.
A-5. Deliver materials in a timely mann . Store materials in a manner that u
and identificatior 1 B. PRODUCTS.
B-1. Materials.
B-1.1
B-1.2
aggregates shall pass a #4 sieve. In mixes f
Sectior Cast-in-Place Concrc
3/1/94 Rc
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provide uniform mate
a. Coarse Aazreg fine-grained sound crushed rock
not contain in excess of 5% in weight of fl
friable or laminated pieces, or more than i material and soft particles, or mc
s defined in Table 3 of ASTM C.
a major dimension in excess of 5 times
d approved samples.
washed gravel whic
chip-like, thin, elon
Consider any piece h
average dimension to
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b. Maximum sizes. M aggregate size shall be as indicated
Drawings. In additio
exceed one-fifth the
third the depth of
aggregate nominal maximum size shall I
west dimension between sides of forms, 01
or three fourths of minimum clear spacj
e in water bearing structur
ASTM C33 shall be No. 4
.) as otherwise required
except that no pozzolan
r alkali reactivity, and th
1 not exceed one-fifth t , one-third the depth
ing between reinforci
equirements of Artic
Carborundum by Unic
ded between No. 12 ai
te of 1/4 lb. per sq. I ' B-1.3 reflected in m
designs.
a. General. Use containing calcium chloride t
in combination shall be physically ar
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triethanolamine.
Section
Cast-in-Place Concre
3/1P4 Re
P
shown on the Drawings shal: I.
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be as manufactured by Sika Chemical Co.,
Sectior
Cast-in-Place Concrt
311194 Rc
1
shall be epoxies by any other
requirements and will equal
locations where the concrete
35 Mod LV, Hi Mod GEL
concrete is damp.
a. All epoxy mixing, surfase
strict accordance with
b. All existing concrete
receive two coats of
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manufacturer that will meet the same AS7
the performance. In general, epoxies applied
is dry shall be Sika Dur Hi Mod 32, Sika Dur
31, while Sikadur Hi-Mod shall be used wh
preparation and applications shall be made
xanufacturer's specifications.
that is cut or chipped and is left exposed sl:
Siiagard 62 100% solids at 4-7 mils per
1
B-2.2 Maximum Aggregate S
Class "1" and Class "2"
latest edition of the gov
aggregate exceed 75% o
between reinforcing b
"3" use 3/4" max. size aggregate and j
ze aggregate unless otherwise stated
Code. In no case shall the size of the coal
horizontal space between reinforcing bars ' B-2.3 Mix Designs. Confo ents of Article Toncrete Mix Desil
s before any Class concrete is to
r approval, mix designs for e2
g laboratory; or, in the case of r
roviding concrete having specifi
supplier may be submitted.
ked, supplied from an off-s
er, each load accompanied
ate listing the quantity of each concrc
nd slump, and time of loadi
clude notations to indic;
of contaminants prior
and Preliminary Te
placed the Contra
proposed mix mad
design for Class "3'
requirements and
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B-3.
a bonded weighmaster's
B-3.1 Readv-Mixed Co e in advance of batching,
pour shall be from a sin;
TM C94, except materii
se transit mixers equipp
concrete of a sin
testing and mix design sh
with automatic lutions of drum.
B-3.2 hing plant, ready-mix
one and one-half hoi
-mixed concrete to j
erein. Withhold 2-
ix before concrete
If no water is added at the batching pla
and a minimum
r truck shall arr
ontainer is not f
concrete shall
from the time
with the total
discharged from mixer t
B-3.3 of the Owner :
equipment and procedur for job mixed concrete. Only Class
2000 psi concrete may be te. Class 1, 4000 psi concrete and Cli
2,3000 psi concrete shall
delivered to the site.
Sectio
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B-3.4 Consistenq. Adjust quantity
slumps specified when placed;
by the part of the structure
accordance with ASTM C14.3.
Part of Structure
Footings and mass concrete
Slabs and floors
Columns, walls over 8" thick
Walls up to 8" thick
Equipment bases
5
C. EXECUTION.
c-1. Preparation Before Placing.
is deposited. Divert any flow
concrete. Remove hardenec
of water so concrete does not exceed maximi
use minimum necessary for workability requir
being cast. Measure consistency of concrete
Maximum SlumD
not reinforced 3 inches
2 to 3 inches
3 to 4 inches
3-112 to 4 inches
3 to 5 inches
Remove excess water kom forms before concrt
of water without washing over freshly deposit
concrete, debris, and foreign materials frc
d. Pour Rates.
(1) Vertical Elements.
does not over E
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stress forms nor allows the top lift to begin
Sectio
Cast-in-Place Concr
3/1/94 R
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lift is placed. Cold joints are T
rate that ensures all deposits are join
plastic and within 10 minutes of t
(3) Concrete adjo truction joint shall not be placed UT
has cured for at least seven days Unlr
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c-3.4 all be obtained by vibration, agitatic
is free from voids, air bubbles, or rc
ransport concrete within the forms. I
g condition shall be kept on the j
orkman shall be assigned to the operation
perations not deemed to be satisfactory by t each vibrator as his only d
ception of concrete slabs 4" or I(
igh frequency, internal mechani
vibrating equipment spading and tampii
Concrete slabs 4" or le nsolidated by wood or me
th a heavy leveling straight edi
rstops and ensure the waterstc
operate with vibratory elemc
ncrete, and shall have a frequency of not It
per minute when submerged. The vibrati
11 times in number of units a
the concrete properly.
Do not allow vibrators to contact forms
ced layer of concrete, t
into the preceding layr
tely plastic and slowly withdrawn, produci
the concrete without creati
ator enter or distu
t. The interval of vibral
le vibration diamei
cessive vibration that caw
voids. Under n
concrete that h
Sectioi
Cast-in-Place Concr
3/1/94 R
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c-3.5 . centers and verify correct elevations w
p concrete to bring 3/8" mortar to surfa
screeds. Make finished surfaces level
ation of V4" from 10 ft. straightedge
eel or plastic floats of any kind for ini1
erwise specified, do not apply hereinaf
water disappears and surface is sufficien
sloped as detailed, with m
exposed finishes. Do not
floating operations. Unle
specified finishes until su
laitance as it appears.
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c-4. Curine; Formed Concrete.
moist condition for not
concrete moist with fine
tain forms containing concrete in a thoroug
ved. Maintain all concrete in a continuou
n 7 consecutive days after pouring. Ke
c-5. te bases or foundations shown
er Sections of the work unless 1
bases are to be furnished as part
C-5.1 ss "2" concrete as required by Sectj
C-5.2 Work from approved setting Drawings. L
apply nuts above and below, to hold bolts
nt of any concrete, 1
r skill or trade requirc
all embedded anchor bolts, edge angles *
as progressed to a PO
nd prior to the concrf
h that adjustment of the items, if necessa
Crete. If the operati
available to check the 1
having obtained sufficient
is such that repeated che equired, they shall be made.
c-5.3 - of bases shown
Drawings are approximate. actual size, in all cases, shall be determin 1 equipment supplie
I C-6.
C-6.1 tie holes with wa
me mix as concrete (less coarse aggregat
Sectio
Cast-in-Place Concr
3/1/94 R
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pockets and damaged surfaces to sou
and back beveled. Apply approved epc
area with mortar as specified for the hol
before placing. Finish patches flush w
e same as the concrete. No other finishi
concrete adhesive and fill
operations are required for anently concealed concrete.
C-6.2 rmed concrete shall be rubbed while t
nd burlap and/or with brick and water
uct reasonably smooth surfaces suitable j
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eliminate pockets and
c-7. specified above, initially compact, bring 3
ces. Finished surfaces shall be "puddle-frt
e specified maximum deviation lim,
its shall be removed and replaced
not acceptable. Keep surface me
ng during finishing operations a
cement or sand during finishi
operations is not permitted.
C-7.1 d for heavy construction loa1
slabs resulting from his use 1, heavy equipment or loadin
I g areas and surfaces:
C-7.2 ial set of concrete leaving coal
grout or mortar. I
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c-7.3 atwork surfaces. After surfa
ce is sufficiently hardened, steel trowel a
as set enough to ring trow
slightly lift trowel to produ
Unless otherwise specifie
C-8.
accordance with material I at right angle direction from first co
Sectioi
Cast-in-Place Concrc
3/1/94 R
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. Maintain curing materials in proper seal
days after application. Keep traffic on curi
damaged or defective curing media.
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surfaces. Immediately rest
C-8.2 rming curing compound
or on surfaces to recei
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I C-8.4
surfaces with clean water, and replace sheetir
curing is not permitted. I C-8.5 d or sheet curi
Use on surfaces wh
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for entire curing period.
c-9.
c-10.
c-10.1
concrete shall be place
Inspector as otherwise
by governing Building Code Authority
c-10.2
1 thereof, of each cla concrete. Date cylinder, number and t;
Sectior
Cast-in-Place Concrc
3/1/94 Ri
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1
b. Test Winders. sting Laboratory will make test cylinders
ASTM C31; 24 hours after making, stc
g conditions at approximately 70 degrees
d at the age of 28 days (2 cylinders). T
held for testing at 45 days if the 28 day te
h. Contractor shall furnish labor a
and shall furnish a moist curing cabiI
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cylinders under mois I
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e, as indicated by tests, fall belc
tests of concrete which t
be required by Owner. Testi
accordance with ASTM Cd
by curing cores with dry pa
ncrete shall be paid for by t
ate the concrete has obtained t
n test cylinders are cast, tes
nt in accordance with AS? 1
Alterations and Rework.
coarse textured surface.
bonding compound imme
be an approved equivalent
Hunt Process Company’s ’
1 c-12. Precast Concrete Manhole.
ing concrete surfaces to receive new concrr
ggregate and produce cle
shall be coated with epc
ncrete. The compound sh
pany’s “Sikastix Adhesiv
ries Epoxy Mortar,’’ or approved equal
c-12.1
retain wall, to all(
er intrusion af
Sectio
Cast-in-Place Concr
3/1/94 R
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A. GENERAL. The work shall materials, labor, and equipmei
d required for the steel reservo
safe manner as set forth in t
ivision of Industrial Safety. L
ite shall be included with the costs of 0th
rules, orders, and regulations
costs incurred to ensure the s
Steel Reservoir.
B. FOUNDATION. Th ingwall foundation, sa
cushion consisting of 6" ex cell expansion joi
material, all as shown o
Prior to construction, he shop drawings a
structural calculations for the concrete ed in accordance w
AWWA Standard D100-84. Foundation ions, reinforcing bar size and spacing, a
concrete mixes shown inimum requireme1
only and shall be inc Reference Section
Concrete Work for s
Reference soils repor ed values of seisn
design variables. Th e reservoir is 5,O
acted to at least
evation by more than l/Z-inch (rtl/4-incl
of the entire ri
Sectior
Steel Reserv
3/1/94 R
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The sand cushion shall consist of two 1
of fine sand and the upper layer shall
free of corrosive elements.
The subgrade (structural fill) beneat
This compaction shall be tested an
The 6" sand layer shall be
Compaction shall be tested and a
will be taken by soils engineer fo
The 4" oiled sand layer shall b
compaction. Compaction shall b
The sand shall conform to the 1
graded as follows:
Sand:
95 - 100%
80 - 100% w 50 - 85% passing #16 sieve
25 - 60% passing #30 sieve
10 - 30% passing #50 sieve
2 - 10% passing #lo0 sieve
0 - 3% passing #200 sieve
The sand shall have a minimu
Method No. 217.
The oiled sand shall consist of
cubic yard bond dry sand. Th
together and pack when form
hand in this test. Oil sand shall be mix
of oil and sand on location
much oil is used and that t
corrosive to steel. Oil shall be new.
The expansion joint materia
e bottom course shall consist of six (6) inch
f four (4) inches of oiled sand, all clean a
I percent relative compaction based standard ASTM test method D1557-:
I
cushion shall be compacted to at least
or to placing of sand cushion.
1
at least 90 percent relative compactic
placing of oiled sand. Samples of sa
d for sand equivalency testing.
pacted to at least 90 percent relati
ed prior to laying of tank's floor plat1
ion for grading aggregate and shall
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passing #4 sieve
passing #8 sieve
60 in accordance with California Tc
ately 16 gallons of SC-800 road oil F
be thoroughly mixed and should sti
no excess oil should be left on on(
lant and trucked to job site. Mixi
must be taken to see that not t
r or other contaminants which a 1
I inch Flexcell expansion jo
ringwall and the tank shall be 1,
Payment for reservoir foun
sand, and 1/2" flex cell shal
wall foundation, 6" sand, 4" oil
rice bid for reservoir foundatic
Sectioi
Steel Reserv
311194 R
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approval prior to fabricatic
tural calculations showing I
of plates, the schedule for completion of 1 principal dimensions, t
tank construction, and cation and erection drawings.
be based on a water del
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within the tank of 52'.
All work in the fabrication shop and in 1
le requirements of the following, except
r "Welded Steel Tanks
Water Storage."
ainting Steel Water Ston
Tanks."
lves shall conform to 1
fications and Section 2
nts of Sections 3 and 4
ates in contact with wa
plates shall be 3/16-in
ployed. The manufacturer may use Appen Sealed pipe columns shal
as guides for twelve (
r providing or install
be accomplished by 1
t of this Contract. 7
tions for installation
all be 4" stainless st
masts, Flygt System 2, a tured by Flygt Corporation, 129 Gloi
Avenue, P. 0. Box 5857, Connecticut 06856-5857, (203) 846-20
ss steel mast shall
dielectric couplings to corrosion of interior tank walls. Dieleci
connections shall be de nd submitted by tank manufacturer for revi 1
mounts and the u
Sectia
Steel Resen
3/1/94 F
P
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r speed and flow rate. T
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platform sockets for futu
ntractor is not responsil
ocurement and installati e District concurrent w
this Contract. The ta
all include calculations for installation of six (
weight of one (1) mh
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fabricator's structural des
c-4.
c-5.
4" long and welded to the rc
b The cover for the Anode and Holes shall be a 4" schedule 80 PVC socE
submittals.
! expired.
C-6. Tank Accessories. Except as
kind and constructed as spe
revised, and each tank shall
ated herein, tank accessories shall be oft
in Section 6 of AWWA D100-84 as latc
the following accessories:
Sectio
Steel Reserv
3/1/94 R
P
1'
dder, or equivalent). The ladder shall '
te at twelve inches above the floor. A stainle
provided. See Plans.
I
C-6.1 One inside ladder (Trus
secured to the roof and te
steel safety climbing d
C-6.2 One exterior ladder swing grate anti-climb door at bottom
hasp, intermediate platform, top landi
nized Outside Ladder, or equivalen
per manufacturer's specifications. S
ladder cage with van
platform, and hand
Material shall be ga
Plans.
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C-6.3 Two 30" diameter o Monobolt Manway, or equivalen
m shall be lockable for maximt The tamper-resist
security. See Plans.
C-6.4 One 36"x36" roof al-proof locking hasped). See Plai
C-6.5 One 24" double nlet line, with 24 I' 45" bend spigc
See Plans.
C-6.6 tlet line. See Plans.
C-6.7 roof vents with "Fiberglass" inst
screens. See Plans.
C-6.8 uty Target Type Level Indicatc
ard shall be one-piece 6" aluminum standa
d joints. The indicator tape sh
e or wash off. The hollow flc
stainless steel. All parts, including cat
shall be of corrosion resista
climbing route and reduce vandalism, t
ing it above the reach of unauthoriz
or equivalent). The indic
conduits, tensioners, and
indicator shall be 1/2 sca I personnel. See Plans.
C-6.9
C-6.10 and steel pipe drain line. S
Plans.
C-6-11 . Platform system shall utili
g an optimum non-slip surfa
a1 angle iron frame shall
omplete protection. Coating shall be appli galvanized independently
Sectioi
Steel Reserv
3/1/94 R
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C-6.12 One guard rail completely
hatch. See plans.
Six 4'x6' hatches, double leaf
Bilco JD-3. Tank fabricator
adapt flat watch to sloping ro3f.
onto roof, not into reservoir.
Six mixer rails and supports, I side wall mounting brackets
1 Plans.
1 conductors).
C-6.13 1
1.
C-6.14
C-6.15 Six platform sockets (for
C-6.16 Six vertical electrical condu:
C-6.17 Three 3" chlorine injection
C-6.18 Nine 1" chlorine sampling
C-6.19 Two 1" corp stops. See Plars.
Stainless Steel Pipe Coup1ine:s.
all attachments for telemetry,
connections. The use of
rusty couplings, a condition
properly protected with
Testing of Bottom Floor We.
of the tank shall be vacuum
other approved method with
Testing of Shell Welds. After
painting, selected weld areas
D100-84 as latest revised. AJl
circumferential welds spot
welds. Contractor shall provide
the Contractor's qualified
specified. The report shall
D-100-84 or latest revision.
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c-8.
c-9.
c-10. Disinfection. Prior to accep:ance
service, the tank shall be
wash the inside of the tank P
11
e:ncircling exterior ladder landing and top acce
steel doors, galvanized with stainless steel trii
shall provide additional frames as required
The hatches' 1-1/2" coupling drain shall dra
See Plans.
4" stainless steel mast, Flygt's System 2 six st€
.?er mast with dielectric couplings.
"future" portable hoist), 14.5'k14.5" base, Flygt. S
t runs with braces (for "future" mixer elect
FO~~S. See Plans.
ports. See Plans.
Stainless steel pipe couplings shall be used i
level control, sampling, and other threaded pi
corrmion resistant fittings eliminates the problem
which occurs because the threads cannot
coatings. Shall be 3000# full coupling, SS 304.
ds. Prior to the painting of the tank, the bottcr
tested with a vacuum box and soap solution
an inspector present.
the reservoir has been erected, but prior
shall be x-rayed in accordance with AW
vertical welds will be 100 percent tested a
tested. Contractor shall pay all costs for testing
the Owner with a written report prepared
personnel certifying that the work was inspected
irclude all items listed in Section 11.2.1 of AWV
of the reservoir and putting the unit ii
disynfected by the Contractor. The Contractor sh
with a chlorine solution containing 200 PF
Sectio
Steel Resen
3/1/94 F
shall reference Section 10 - Protective 1 coatings.
1 E. PAYMENT. Payment for Steel Reservoir,
reservoir appurtenances shall be included i:i
Steel Reservoir Complete-in-Place. 1
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Cohtings for Specifications on exterior and inter]
including exterior and interior coating, a
the lump sum price for Construction of 8.5 N
? SECTION 9
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MAINS and RECLAMATION RULES
RECLAIMED WATER MAINS, Sectio
water line appurtenances.
REGULATIONS FOR CONSTRUCTION ( , for specifications pertaining to coating
ladder, and exposed piping.
Association Standard Dl02
2 - Systems and Specificat
Painting Council.
e Steel Structures Painting Manual, Volui
atest revision, published by Steel Structui
Section
Protective Coati
3/1/94 F
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e film sufficient drying time prior to dama
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by atmospheric conditions.
shall be checked with a non-destructiy
oating integrity of interior coated surfaces
d with an approved holiday detection devic
s shall not exceed 100 volts nor shall destn
voltage recommended by the manufactur
sses between 10 and 20 mils (0.25 mm a
etting agent such as Kodak Photo-Flo shall
the detector sponge. All pinholes shall
th the manufacturer's printed recomme
or other irregularities will be permitted
devices shall be operated in the presen
5
the immersion
tive holiday detectors exc
0.50 mrn), a non-sudsing
added to the water prior
of the Inspector.
In cases of dispute conc
instruments shown to be in
calibration shall predomina
The Contractor shall furnis
inspection devices in good
film thickness, measurements made w
ation with the National Bureau of Standar
il final acceptance of coating and painti1
ng condition for detection of holidays ai
of coating and paint. The Contractor sh
ommerce, National Bureau of Standar
s to test accuracy of dry-film thicknc
gauge.
od working order.
de available for the Inspector's use at
tion. Holiday detection devices shall
limited to, K-D "Bird-Dog" no
to 20 mils (0.50 mm) dry fil
-W holiday detectors for coati
ess; and "Inspector" units,
devices shall be operated
accordance with the man er's instructions.
ion during the second ye
ork required by this sectic
ired in accordance with the manufacture All defective work shall be
Section
Protective Coati1
3/1/94 R
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Safety and Health Requirements.
protective life saving equipment
site in accordance with
Regulations for Constructim
Precautions.
5 B-3.
B-4. Products. Protective coatings
Specification D102. All
original, unopened containers
batch number. Requests foI,
approved in writing prior to
All coatings and paints shall
to protect them from weathe::
or paints must be stored to
for flammable coating or
1
1 protected from freezing.
1
The Contractor shall provide use of persoi
for persons working on or about the projt
requirements of the latest revision of OSF
and AWWA D102, Section 7 - Safc
for this project shall be as prescribed in AM
matzrials shall be delivered to the job site in th
bearing the manufacturer's name, brand, a
material substitutions must be submitted a
delivery.
be stored in enclosed structures when necessi
and excessive heat or cold. Flammable coatir
cmform with City, County, and State safety coc
paint materials. Emulsion type coatings shall
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material meets specified
the following properties:
a. Quality
b. Durability
c. Resistance to abras
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e. Ability to recoat in
f. Solids content by
g. Dry film thicknes
h. Compatibility wit
i. Suitability for th
j. Resistance to c t k. Temperature li and during application
1. Type and quali undercoats and topcoats
m. Ease of application I n. Ease of repairi
0. Stability of colors
p. Volatile organi 1 q. Volatile organi
Contractor shall sub
color charts for all c
equal.
Contractor shall als rer’s recommendatic
for thinning.
safety data sheets, a
ted for consideration
Section
Protective Coati
3/1/94 F
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B-5.8 Materials and processes fo
ASTM A-123.
Disinfection materials shall c
D105, latest revision.
L
B-5.9 All interior reservoir surfac
with an epoxy system tes
Foundation (NSF) in accor
contact. Manufacturer’s pro
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hot-dip galvanized products shall conform
nform to the requirements of AWWA Standa
s in contact with potable water shall be coat
ed and certified by the National Sanitati
ance with NSF Standard 61 for potable war
ucts submitted for consideration as equal by t
Contractor shall include
color tinting.
B-6. Execution.
B-6.1
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documentation of NSF certification for product a
conform to applicable standards of the Stc
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e repair procedures which insure t
fied repair method a
tool cleaning, or dry I
injury to surrounding painted areas, bl;
ressure, smaller nozzle, smaller abrasj
ce from surface, shielding and maskir
mica1 to touch-up, the item shall be 1
ssary to provide a quality coating.
g equipment shall be designed 1
11 be maintained in first class worki
le traps and filters to remove wai
ent shall be subject to inspection
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specified. The Contract
complete protection of all
equipment may include wi
blast cleaning. In order to
cleaning may require use
particle sizes, short blast
If damage is too extens
cleaned and coated or
The Contractor’s coa
application of material
condition. Compresso
and oils from the air.
Owner’s representative.
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’ ‘ B-6.6
B-6.7 Application of the fir ce preparation and cleaning. A
o any rusting shall be re-clean cleaned areas not re
prior to application of first
The Contractor shal
e
ilation during the application
nterior coatings, proper curi
time shall be allowed prior
tank for the leak test.
B-6.8
B-6.9 All structural bo hall be galvanized. I B-7.
B-7.1 The latest revisi paration specifications of t I Steel Structures art of this specification:
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Protective Coati
3/1/94 R
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uality of blast cleaning provided, the SSP
parison and the corresponding definitio
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In case of question abo
blasting standards for
shall be consulted.
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B-7.2 Field blast cleaning ces shall be by dry sandblasting unle
otherwise directed.
B-7.3 Maximum particle siz used in blast cleaning shall be that whii
will produce a profile accordance with recommendations of tl
manufacturer of the
B-7.4 Abrasive used in bla
of contaminants tha
1 be washed, graded, and frc
sion of the coating or paint
B-7.5 During blast cleani e exercised to insure that t'
sion from blast cleaning. A
to their previous state.
B-7.6 The Contractor s a clean condition and sh
stitute a nuisance or haza
a
i e existing facilities.
1, B-7.7 aned prior to application
hall be applied over dar
B-7.8 . Interior surface 11 be blast cleaned to wh
metal in conformance Steel Structures Painting Council Surfa
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B-7.9 Exterior surfac 11 be blast cleaned to ne
Painting Council Surfa white metal in I Preparation SSPC-SP 10.
B-8.
B-8.1 shall conform to the requirements of St
fication SSPC-PA-1, lat
B-8.2 representative of 1
ts for volatile orga
ion Control District
Section
Protective Coati
3/1/94 F
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420 grams per liter.
B-8.3 shall be applied evenly, free of sags a
anship. Care shall be exercised to avc
g and paint shall be sharply cut to lin
defects or blemishes.
5
B-8.4 or drop cloths shall be used to protect floa
exercised to prevent coating or pa
ces which are not to be coated or paintc
t be removed satisfactorily shall
sh satisfactory to the Owner.
from being spattered onto
B-8.5 When two coats of coati paint are specified, the first coat shall cont:
as an indicator of coverage or the t
B-8.6 with the manufacture
recommendations.
B-8.7 ces, such as welds, tit
-brush touch up of t
plete field applied co
as welds, tight corne
cified product prior I application of the finish
B-8.8 inimum required. T I achieve the specifi
I B-8.9 t (tank exterior), t
I B-9.
B-9.1 II and exterior surfaces of steel reservoirs for storage of potable wat
B-9.2 i
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Section
Protective Coati]
3/1/94 R
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B-9.3
B-9.4
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specified in Coating Systems
B-9.5
surfaces of the overflow pi
B-10.
1 film thickness.
B-10.1
thickness near the edge.
inorganic zinc primer. Th
-dip galvanizing may be substituted for 1
r of the prime coat shall be greenish-gray I
TOUCH-UP: After weld areas and all exposed surfaces damag
on shall be spot cleaned in accordance w
ng.’ These surfaces shall then receive a tou
Section
Protective Coati
3/1P4 F
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coat of Tnemec Series 20 or approved equal, to a dry film thickness
required. The color of the finish coat sha
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areas shall achieve a mini dry film thickness of ten (10.0) mils. 1 B-10.2
or tapered to a thinner
shall be beige (Tnemec
SSPC-SP-5 - 'white blast
up coat of Tnemec Series
thickness of three (3.0) mils
ing.' These surfaces shall then receive a touc , or approved equal, to a minimum dry fi
20- 1255).
Section
Protective Coati
311194 R
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STRIP COAT: After obs
apply one strip coat over
FINISH: After ob
coat of Tnemec S recoat cycle and surface conditions, apply o
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B-10.3
of Tnemec Series 20 e approved equal, to a dry film thickness
color of this coat shall be beige (Tnemec 2 I
B-10.4
Section
Protective Coati]
3/1/94 R
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inorganic zinc primer, or a
two (2.0) mils. Specified a
shall be treated
finish coatings.
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accordance w
11 then receivc
touch-up coat of Tnemec
dry film thickness of three
into all sharp edges, cutout I (Tnemec 66- 1255).
half (1.5) mils. The meth
This coat shall be in the or finish color selected by the Owner.
i B-10.5
Section
Protective Coati
3/1P4 F
I.
B-13. 1 accordance with Section 9,
B-14. Ventilation. Ventilation of I accordance with the AWWA
B-15. Extra Stock. The Contracto::
paints and coatings used on
for proper disposal of paint
this project.
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B-16. Guarantee. When the resenioir
defects to the satisfaction of
acceptance by the Owner of
to the Contractor guaranteehg
or damage caused by defective
Contractor shall provide a two I.
rfaces shall be per formed
C-10. Disinfection of these specifications.
the interior of the tank shall be performed
D102-78 as latest revised.
shall deliver to the Owner no extra stock
,:his project. The Contractor will be responsil
ind coating material in open containers used I
has been proved free from leaks or ,oth
the Engineer, that fact shall constitute the fir
':he completed work as herein specified is subjc
the completed work against any repairs, lea
workmanship or materials furnished by t
year maintenance bond in the amount of fi
Section
Protective Coati]
3/1/94 R
Product shall be applied in
If curing compound is applied
prepare surfaces by brush-of’blast I
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accordance with manufacturer’s recommendatioi
to concrete surfaces, the Contractor sh,
prior to application of coating.
Section
Protective Coatir
3/1/94 R
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Contractor shall apy
. Neither interior nor exteri
Section
Protective Coati1
3/1/94 R
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A. GENERAL.
otherwise shoi
in Sections of the Standard S
988 Edition (SSPWC). In case of confl
All locations w
B. SUBGRADE. Subgrade material sha pacted to at least 95 percent relatj
trict’s Geotechnical Consultant, and mi
base.
ts of Subsection 301-2 of the SSPWC. Bz
f six (6) inches. Placement and compacti
base material shall be tested by Distric of base material shall be observed,
Section
Asphalt Concrete Pavem
3/1/94 R
1
. Application of prime cc
quirements of Subsections 203-2 and 302-5
e aggregate base at t'
er specifies a differe
shall be in conformance with the applic
e emulsified asphalt conforming to t
lls, headers, concrete slabs, paveme
pavement is to be placed. Tack cc
of the lower course of asphalt concre
rd or as specified by the Own(
with the applicable requirements specifil Application of tack coat shall be in confo
in Subsections 302-3 and 302-5 SSPWC.
te pavement not abutting concre
11 be edged with a wooden headc
ia Redwood conforming to t
imension of which shall be with
e. The headers shall have a fi~
e set to conform to the grade
es nominal size, 18 inches lor
on the outside of the headc
then nailed to the header. The joints betwe1
shall be spliced with a 1-inch thick nominal si
24 inches long. Headers sh
to a depth of 1 inch below the top ed
the individual boards being used as he
remain in place upon completion of Wo
Hot mix asphalt concrete mixture shall confor
the SSPWC for Class C1, using paving asph;
Drawings or required by lo(
ned paving asphalt grade AI
3-1 SSPWC "Paving Asphal
er a completed and prim1
ents of Subsection 302-5
Section
Asphalt Concrete Pavemc
3/1/94 R
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I ’ H. ASPHALT CONCRETE BERMS.
Asphalt concrete and base shall be spread
asphalt concrete shall not exceed 2 inche.s
concrete layer shall not exceed two inches
thickness shall be three inches.
District’s Geotechnical Consultant shall
concrete, shall test material for conformance
for proper compaction and thickness.
conformance with San Diego Regional
AR-8000 Grade Asphalt shall be shaped
other equipment capable of shaping the
I. PAYMENT. Payment for all work
including compaction of subgrade, headers,
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and compacted in layers. The top layer
in compacted thickness. The lower asph;
in compacted thickness. The total compactc
observe placement and compaction of asph;
with specifications, and test compacted asph:
Asphalt concrete berms shall be constructed
Standard Drawing No. G-5.
aqd compacted utilizing an extrusion machine
material to the Type A Section.
associated with asphalt concrete pavement or ben
placement and compaction of base materi
prime coat, tack coat, and placement anc.
sealcoat shall be included in the Contractor’s
or berms.
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compaction of hot mix asphalt concrete, ai
unit price bid for asphalt concrete paveme
SECTION 11
Section Asphalt Concrete Pavemt
3/1/94 R
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A. GENERAL
A-1. Related Documents: and general provisions of Contract, includi
nditions and Division-1 Specification sectioi
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A-2.
A-2.1 own on drawings, schedules, not
all labor, tools, materials, permi
essary and appropriate for t
herein specified and shown on t: complete installation of a s1 accompanying drawings, da
A-2.2 d grading required to establi
s. Refer to earthwork sectioI
es to insure proper drainat
ration shall be removed fro
ral Contractor and the Distri
ies. DO NOT proceed with a
ed. FAILURE to notify tl
rict Engineer shall make the landsca]
ng or additional work required to corre
additional cost to the ownc
ructures shall be 6" minimu
ess the grading plans call f
General Contractor and
contractor responsible for
e greater depths.
A-2.3 : Before proceeding with any work, tl
verify dimensions and planting arc
ineer immediately of ai
specifications and actu
rea where there are su(
r successful plant maten
n by the District Enginec
Section
Landscape Wa t 3llP4 Rc
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QUALITY ASSURANCE:
A-3.1 ializing in landscape wo
Landscape Technician
n to be on-site at all times during constructic
al. Failure to provide tl
1 A-3.
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hydroseeding company
related to the trade a
e contractor shall subr
n-irrigated hydroseedj
special treatments j
pproval by the Distr
under the continuous su ion of a competent foreman capable
areas, including see
Engineer within thirty days I A-4.
A-4.1 General: Ship landscape 1s with certificates of inspection required
with regulations applicable to landsca governing authorities.
materials.
equired plant mater
ctor’s responsibility
emain secured. If t
required, which la
ape contractor sh
the specified plant mater
p A-4.2
hall be used unlc
attempt to locate cont
successful in locating the material within 150 miles of the project site, t
payments due the General ontractor. Other plant material approvals
Section
Landscape WI
3/1/94 R 1 P
1:
cations shall not be made until payme
plant material by the District Engine€
ed, the contractor has the option
of the named manufacturers. If tl
aterial or related products of anoth
all apply in writing, within 30 (thirt
emission. Requests for substitutic
after the project has been awarded may 1
f the District Engineer.
bstitution for consideration. Subn
with procedures requiring Chanl
ti@ the product, or the fabricatic
each request. The contractor sh;
e data to substantiate his claim
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inspections as called fo
is received for the time
Where several manu
manufacturer for tho
days after award of
received more than thirty
considered or reject
Submit three copies
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equality including:
a. Manufactu eets or product data includi
amples where applicable
copies of test reports.
e. A detailed com of significant qualities of the proposi R substitution with
needed to other
necessary to acco
r and separate contractors, that will becor
ate the proposed substitution.
construction schedule
substitution. Indicate
contract time.
ed to the schedule without approval oft
ct of the proposed substitution on over
Section Landscape Wc r. 3/1/94 R
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h hisher request, the amount of credit
the substitute material is accepted.
1
h. The contractor sh
be extended to th
i. Certification by t that the substitution proposed is equal
respect to that Work or Product requir , and that it will perform adequately in t
the General Contractor’s waiver of rig1
that may subsequently become necesss
ubstitution to perform adequately.
or better in eve
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The District Engin data within two weeks after receipt, a
substitute item solely on substantiating ds
strict Engineer will note the Gene]
Contractor of a
No incomplete submittal
information is
The District Engineer has
of the proposed substitution.
considered, and products for which insufficie
roved for lack of substantiating data
the technical and aesthetic qualities oft
will a substitution be accepted which dc
d substitutions for approval in t
period after award of the contri
a1 by the District Engineer of a
e rearrangement of any of t
of accommodations for a
or replacement or both
ment or accessories, then su
1 be approved by the Distr
ents or replacements shall entail additior
shall be borne by the contractor. If su
ire additional services of a
f such services shall be bor I nature to the District En
rm additional reviews oft
bmitted due to incomple
1 Contractor, the Genei
istrict Engineer shall
rate for the additior
The Owner shall th
Section
Landscape Wc t 3/1/94 R
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Section Landscape Wc
1.
ental to plant growth are encountere
conditions, rock or other obstructioi
ding with planting.
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A-7.3 5
A-8.
A-8.1 od of one year after the end of tl
ding death and unsatisfactory growl
ct by Owner, abuse or damage
a or incidents which are beyoi
A-8.2 her plants found to be dead or
d. Make replacements within thii
s which are in doubtful conditic
inion of District Engineer, it
f extended warranty period, . Only one replacement (p
e required at end of warrar
e to failure to comply wj
B A-9.
A-9.1
A-9.2
A-9.3 tion is required to insu
on has been achieved.
d a Maintenance Peric
A-9.4 uired to insure all iter
INCLUDING irrigatic
d to notify the contractor the maintenan
of the punch list from the Pre-maintenan
mpleted at this walk-through and anoth
or to the start of t
titled to bill the Own
Section
Landscape Wc f 3/1/94 R
items, have been complied
walk-through is needed t
1:
al, for additional walk-througl . The Owner shall then dedu
ts due the General Contract(
ce until this time is paid fo
on is at the end of the maintenance peric
m is operating normally ai
The Owner takes over t’ n components are comple
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A-9.5 Final acceptance. This o
and is required to insure
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and operational.
B. PRODUCTS I B-1.
B-1.1 Particle Size:
B-1.2
Fir or Cedar sawdust:
Fir or Pine bark mini
B-1.3 ed 3.5 milli ohms p
B-1.4 the site in sealed ba
to, the bags. Invoic
1 be submitted for tl 1
B-1.5 to the site in sealc
shall be submittc
1 B-1.6
Section
Landscape Wc f 3/1/94 Rc
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Engineer before application.
B-1.7 L
B-1.8 SeaSoil: As manufactu o consisting of 50% organic matter a1
50% volcanic ash.
Sarvon: Soil Penetrant a
for Sarvon soil penetrant
I B-1.9
B-1.10
with the manufacturer’s
for the total quantity ne
approval and/or inspect
Commercial fertilizer ng minimum percentage
nutrient by weight:
attached to, the bags. Invoic
ect shall be submitted for tl
eer before application.
Phosphorous
Potash
B-1.11 Plantinp tablets shall ram and 5 gram tablets I -
B-1.12 Other soil amendment etermined by the soil repc
ional cost is required such cost shall 1 and recommendations. If 1 submitted to the Own ceeding with work.
I B-2. PLANT MATERIALS:
B-2.1 Quality: Provide tre of size, genus, species ai
variety shown and
recommendations an
Nursery Stock”.
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B-2.2 Bare Root Deciduou t specified, However, thl Engineer and the Own
are root planting perio
arger than the contain
ecified with branchii
Section
Landscape Wo f 3/1/94 Rc
may be utilized with
if the planting time
Provide trees of th
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configuration recommended SI 260.1 for type and species. Provic
single stem trees except whe
If the Landscape Contract0
shall be submitted to the
ins tallat ion costs .
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ses this option, a contract change ord
reflecting the credit for material ai
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B-2.3 Container mown coniferous oad leafed evergreen trees, deciduous trec
eptable subject to specified limitations
d shall be of a size and caliper typic
throughout the nursery trad
B-2.4 as existing, plants to be transplanted ai
to remain shall be given utmost care ai I protection. Any plants d ed due to Contractor carelessness shall
B-3.
B-3.2 All materials shall be standard, approve
ndition when installed. Any commercia
application, any special t
mix for approval by the
prior to start of work.
t Engineer thirty days after award of job ai
B-3.3 I Shall be as follows:
- seed as specified.
a commercial grade ted or granular, uniform in composition, d i free-flowing and lab th specific N-P-K rating of (16-6-8).
Section
Landscape Wc P 3/1P4 R
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ch add: 120 lbs. per ac
's recommendations).
nts per soil analyi
recommendations.
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B-3.5 Hvdroseed mix:
Alyssum 'Carpet of Snow'
Gaillardia aristata - 1Lbs
B-3.6 dicated on plans fro
le containers or integI
r and length of runne
1 B-4.
B-4.1 oles per plans. Cinc 1 ized roofing nails p
D B-4.2 Erosion Control Netting;:
e vertical feet shi 1
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plants are installed.
Section
Landscape Wc P 3/1/94 Rc
Control Applicato:..
Engineer. 1
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Submit copies of recommendations to Distril
Section ' Landscape Woi
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. If live perennial weeds exist on tl:
's specifications. Lea7
for at least 15 days to allow comple
weeds from the site.
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shall be re-sprayed
(3) . Fertilize all plantii
1 a 3 to 4 times daily to germinate existii
all continue through the maintenance perio
ee of weeds at the time of acceptance of tl
(Pre-emergent). Spray entire ground cov
areas to be hydroseeded, with a pre-emerge (4)
ufacturer's specifications, before planting
or soil erosion
The contractor elect not to do this portion of the Wet
in his judgement, the planting areas do n
Section
Landscape Wa
3/1/94 Rc
P
11 I . After establishme t
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ortion of the Wer
ontractor shall 1
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ce in all such are
i C-3.2 t 12” O.C. in tv
c-3.3
c-3.4
Agricultural Gypsum 200 11
Soil Sulphur 20 11
Gro-Power 150 11
Thoroughly incorporate sp
at rates specified and acco
Section Landscape Wa
3/1/94 Rc t
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of fertilizer if planting will not follc
anting soil prior to backfilling, a1
stockpile at site.
areas at 6 gallons per acre. APE
and rock over 1"
c-3.9 Finish grade planting areas
as required to meet finish
ooth, even surface with loose, uniformly fii
period if erosion occurs.
Section Landscape Wo
3/1/94 Rc
11
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*If the hole is not compl
gravel filled sump at low
are not improved by ad
ned, provide a 6" diameter x 3' deep
of planting pit. If drainage conditions
ump, contact the District Engineer.
1" shallower for shrubs and 2If shallower fi
e plant's rootball for all container plants I
pecimen trees to be excavated as shown (
C-4.2 Planting holes shall be
trees and three times a
to 15 gallon. Holes fo
details.
c-4.3 Excavate pits, beds an
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th vertical sides and with the bottom of tl
excavation level. Lo soil in the bottom of excavation. Scarj
sides of all planting
c-4.4 Plant backfill shall ure or as the soil repc
recommends:
Site Soil
Agricultural Gypsum
Iron ' Sulphate
Commercial Fertilizer
Plant Tablets:
Box Trees
15 Gal
5 Gal 1 1 Gal
5 Ibs. per cu. yd. of mix
Ibs. per cu. yd. of mix
Ibs. per cu. yd. of mix
Ground Cover
C-5. PLANTING:
DO NOT INSTALL ANY PLANT RIAL OR HYDROSEEDING WITH01
APPROVED GRADINGAND IRRIGA COVERAGETESTINWRITINGFROMTE I DISTRICT ENGINEER.
C-5.1 Planting - Trees and Shrubs:
Plant materials
the District En
All areas bein
time of planting.
Section
Landscape Wc f 3/1/94 R
11
or to planting if circling root growth
I
Scarify sides of each
evident.
Set plants in center o
will be above surrounding
grade after allowing for w
All backfill materials s
herein. No debris o diameter shall be allowed
a1 position, so that the crown of rootb;
1" for shrubs, 2" for trees and above fini
on site before use, as specifit
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1 backfill mix.
PreDare water basin t each plant location. Watl
thoroughly, backfillin prepared backfill mix. If dr
irrigation is used, ba fy with Landscape Architec
Stake trees immedi ted in the drawings. Do nl
place stake in root not guy or stake trees, if
the judgement of the cont the trees are capable of standing on the
own. However, the contr all bear responsibility for the trees and mi
need to add stakes durin rranty Period. Remove all nursery stakes ar
ties at time of planting.
Remove stakes during c removed stakes over t
ance period that are no longer required. Tui
Adjust and monito
C-6. PLANTING GROUND COVER:
C-6.1 Ground cover plan
operations. Roots shall
burlap, or left in c
not be exposed to
Wilted plants will
at the time of pla
Dig; holes large enough to
planting soil. Install plant t
air pockets. Take care not
thoroughly after planting.
owed to dry out before or during plantir
#
C-6.2
ver crowns of plants with wet soils. Watt
Section 1
Landscape Woi
3/1/94 Re t
1
Landscape Wa
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en hydraulically sprayed onto the soil, tl
aterial. The spray operation must be I
etrate the soil surface as to drill and m
us ensuring maximum impregnation a1
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any other chemicals speci
mulch shall not form a bl
directed that the slurry s
the slurry components i
coverage.
NOm DO NOT D OVER AREAS STILL
CONTAINING BER OR MORNING GLORY.
5
c-7.5 e specified components shall be mixc
o allow for a homogeneous slurry whic I is thoroughly mixed d easily without clogging.
The equipment shal
sufficient to agitate,
less than 44 pounds
additives and solids
The hydromulching nimum requirements of
slurry distribution li age and shall be equippc
with a set of hydr ovide a continuous no
fluctuating dischar
tation system and operating capaci
eneously mix a slurry containing n
amendment plus fertilizer, chemic
thoroughly cleaned of l
eeding process,includi
to any hydroseeding (
seed and other m 1 this project.
C-7.6 Time Limit. Th re not to be left in t’
o seed destruction.
s in the machine, t
ified seed mix to a slurry mix which has not rs after mixing. T
contractor shall add 75% of the original seed mix to any slurry mixtu
which has not shall be rejected ai
c-7.7 tor to prevent any
reas or construct
d to the Ownt
Section
Landscape Wc
3/1/94 R
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kept moist at all times 5 I
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curing the germination period. The light frequc
Section
Landscape Wc
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tinue until the seedlings require It
1
The irrigation frequency shall
intenance period. Toward the end oft
ng frequency shall be reduced
days or more depending upon the season. T
r adjusting watering frequency a
er day, to promote optimum growi
approximately every
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fertilize all hydroseeded areas at
plication shall consist of (16-6-
rate of 15 lbs. per 1,000 square fe
as shown on the soil test recommendatioi
of all materials used prior to Final wal
or an approved su n
d. Weeding: All weed
maintenance period
g in the planting areas during t
be removed at 15 day maximum interva
out hydroseed mix at any time
eeded areas will be unacceptat:
rgo weed eradication program
all be re-hydroseeded at no c(
to the owner.
will be given at the end of the
overage is achieved in lawns ai
1 areas on a weekly basis.
Contract shall provide copy of a landsca
Construction/Maintenan
rly scheduled monthly wal
I C-9. CLEANUP AND PROTECTION:
c-9.1 nts clean and the work ar
Section
Landscape Wc I. 3/1/94 R
1
s from damage due to landsca]
ctors and trades, trespassers, ai
stallation and maintenance periot
pe work as directed.
n, remove any rubbish, trash ai
ts of services, and leave entire arc
o meet the approval of the Distr
structed areas free of all dirt a]
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c-9.3
c-10. : When the landscape work
make an inspection to determi
ce period. District Engineer sh
be developed by t
tect and for use by t
ractor requests a I
nch list items we
itect shall be entitled to bill the Owner at I
nerated due to t
e. The Owner sh
1 not be made un
contractor when making
corrected, the Landscape
Section
Landscape Wc t 3/1/94 R
1.
1
A. GENERAL
A-1.
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I ivision-1 Specificatic
4 A-2. DESCRIPTION OF WORK
A-2.1 n drawings and sh
r, tools, materials, permits, appliances, tax consist of the furnishing of a
and all other costs, necess I
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ll drawings, dated 4/26/93.
imited to: all val
boxes and lids, a
controllers.
automatic conti
A-3.
ontractor and t
cies are rectifit
r additional wc
cost to the owner.
A-4. QUALITY ASSURANCE:
Provide underground irrigation system as
ceptable manufacturers including piping, hea
nents, and accessories as described in the pla
Section
Underground Irrigation Sysl
3/1/94 F
A-4.1 t
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following to the District Engine
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SUBMITTALS: Cont
for approval prior to start:
Product Submittals: Sub
sprinkler adjustment tools
representative upon c
5 A-5.
A-5.1 e sets of controller and pump enclosure ke!
uick coupler keys with hose swivels to Ownei
A-5.2 Product Data: Su hnical data and installatic
system components. Provic
e ring binder to the Distn
instructions for unde
three copies of spec
Engineer. Include anuals, phone numbers
suppliers, and all mission of warranties 1 manufacturers.
The contractor sh
specified including:
a. Manufacture product data includi
1 ples where applicable
c ies of test reports.
data for each produ
weeks after receipt ai
ntiating data submitti
General Contractor 1
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ts for which insufficie
f substantiating data
ata for approval in t
award of the contrz 1 istrict Engineer.
Should the District En
same product data whi
perform additional reviews oft
ted due to incomplete informatii
General Contract0
hall be entitled to 1
r the additional wo
er shall then dedl
era1 Contractor.
Section
Underground Irrigation Syst
3/1/94 R
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b. Fabrication and installation 1 requested.
c. Brochures, drawings, I
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procedures and samples where applicable
samples, and certified copies of test reports.
Sectior
Underground Irrigation Sys
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d. Related specifica
e. A detailed com of significant qualities of the propos
f the product or work specified. Signifies
ents such as size, weight, durability, a
ct. Provide sufficient documentation i
substitution with
b
I product or work specified.
f. Coordination in uding a list of changes or modificatic
of the work or product or to constructi
separate contractors, that Will beco1
needed to other
performed by the
necessary to acco ate the proposed substitution.
g. A statement i ubstitution’s effect on the contract0
d to the schedule without approval oft
of the proposed substitution on over
construction sc
contract time.
h. The contract hisher request, the amount of credit
e substitute material is accepted.
at the substitution proposed is equal
ect to that Work or Product requir
that it will perform adequately in t
e contractor’s waiver of rights
ay subsequently become necessi I tion to perform adequately.
thin two weeks after receipt, a
tern solely on substantiating dl
ngineer will notify the Gene
proposed substitution.
d products for which insufficic
r lack of substantiating data
1 and aesthetic qualities of t
tion be accepted which dc
proposed substitutions j
hirty day period after awa
r disapproval by the Dist
Section
Underground Irrigation Syst
3/1/94 R
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d by the General Contractor, the Gene
nal reviews oft
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ces shall be bor
information not originally
Contractor.
B-2. MATERIALS: c B-2.1 11 be a Grundi
I 2131, ATTN: Jim.
I alled per manufacturers’ specifications
B-2.2
1 B-2.3
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Section
Underground Irrigation Sysl
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2-1/2” and under, PVC
3” and larger, PVC pipe,
B-2.5 Circuit Pipe (downstream of
5
PVC Dlastic pipe,
shall not be used. I B-2.6 Pipe Fittings: Comply with
For PVC plastic PiDe,
Swing Joint Assemblies:
swing joint with or withimt
substitutions for this
Solvent Cement: Prirner
ASTM D 2564-80 unless
and/or fitting manufacturer.
B-2.7 Thrust Blocks: Comply with
Install thrust blocks per
thrust blocks in locations pe::
per District Standard Drawir.gs.
during the cool morning hours
larger pipe.
B-2.8 Backflow Preventer: Manufacturer’s
acceptable to governing wa:er
conform to all governing I Landscape Architect before
B-2.9 Valves: Manufacturer’s
Gate Valves: Gate
plans.
Ball Valves: Ball va1ve.s
handle and teflon seals.
Automatic Circuit
contamination proof
bleed, fully encapsulate.d, t
1
pipe, ASTM D 1785, Schedule 40.
ASTM D 1785. Class 315.
circuit valves): Comply with the following:
underground, ASTM D 1785, Class 200. 1/2” PVC pi
following:
.4STM D 2466 socket fittings.
Dura single O-ring sealed constant pressi
riser section as indicated in the drawings. 1
assembly will be accepted.
and PVC solvent cement shall conform
a higher grade or quality is required by pi
the following:
Standard Drawings W-15, W-16 and W-19. Ins1
construction documents detail and as requir
Install against solid, undisturbed trench wi
before exposed pipe expands. Install for 3” a
standard, to protect irrigation system a
providing agency. Backflow preventer is
standards. Provide copies of certification to 1
putting system into operation.
star..dard, of type and size indicated, and as folloi
va:ves shall have solid brass bodies or as noted
shall be of plastic PVC construction, with A
Valves: Valves shall have a filter screen a
tubing and shall be operated by low-power inter:
one piece solenoid. The valve shall be an an
Section
Underground Irrigation Sysl
3/1/94 F
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d have a manual flow adjustment with
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valve normally clo
pressure regulating
Brass valves shall
when indicated in the plans.
id actuated angle pattern with a balanc
e valve pressure rating shall not be lr
onnet shall be constructed of heavy c
of nylon reinforced rubber. All other pa
and stainless steel. Plastic valves may
licable and when approved in writing
5
used in lieu of
e of regulating outlet presst
adjusting screw for setti n for monitoring pressu
eing manually operated.
rainer - 140 mesh line s B-2.10 I with shut off valve.
B-2.11 lator, Model # PSI-M-
B-2.12 del # TLAVRV.
1, B-2.13 constructed of heavy c
er cover. The valve sh
o round valve box.
ic or brass and as call
e over entire area I ngs at available water pressure, as follows:
type flow adjustme n and as called out
B-2.14
spray coverage shown on
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Section
Underground Irrigation Syst
3/1/94 R
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1
dy, gear drive, stainless steel 4" high pc
ted and shrub spray as indicated.
rs standard unit designed to providr
output. Units shall be as indicated on I
recommendations including assem
d of the type indicated on the pb
nd installed per manufacturl
recommendations.
Green rectangular fiberglass box and lid w
bolt installed, by Carson Industries or eqL
s box and lid with lock bolt installc
sheet to the District Engineer
1 for installation under valve boxc
nufactured expressly for control
rrigation systems. Provide unit
ated. Allow for operation of t-
valves simultaneously.
ilize Rainbird Mirage, stations
Control Wiring: Control
12 gauge UL listed for di
1 be 14 gauge and ground wiring shall
nology - Model Series King 6 1
manufacturer. Submit sample
C. EXECUTION
SYSTEM DESIGN:
Section
Underground Irrigation Syst
3/1/94 R
1
lans are diagrammatic in nature. 1
in planter or turf areas. At no tir
lled in paved areas. The landsca
General Contractor and District Engine
nces in dimensions between the pl
occurs the District Engineer sh
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I modify the plans or make adjustments as needed.
notify the General Contractor a
the landscape contractor fully responsible 1
on system at no additional cost to the Own
allation of any additional irrigati
District Engineer shall
components as required.
c-1.2 drawings. Venfy in the field a
ssure at the POC varies more th
C-1.3 mate. Make minor adjustmei
structions. Maintain minimi I clearances from structures aving as shown in details.
C-1.4
obtain coverage or to s
manufacturers standard he Do not decrease the number of hes
indicated unless this is acce to District Engineer. All heads not install
shall be turned over to the r upon completion of the project. I
c-2.
c-2.1 I c-2.2 cover over the top of install
Mainline 18l
Lateral Line 12"
C-2.3 : Provide sleeving for control wire and pipi
areas one foot beyond the edge of pavii
izes larger than needed
Section
Underground Irrigation Syst
3/1/94 E
5
1
ired. Plug ends of sleeves with nc
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decaying removable plug.
C-2.4 of all mainline piping. Install on tl
hardscape including sidewalks a
5
C-2.5 material from excavation. Rem0
debris larger than 1" diametc
for any trench settling that OCCI
nce by the Owner. ' C-2.6 : It is intended that piping be install
prior to the installation of paving.
alled paving then it will becor
llowing method shall be utilizec
s must be cut to install irrigati
" wider than trench. I ed material from site.
I Backfill with dry sand fill material, placing in 6" lifts to the level
erial and compact to t
nt materials, colors, a. m finishes.
C-3. INSTALLATION:
(2-3.1 General: Unless o indicated, comply with all applicable curre
Plumbing Code, Uniform Electrical Code, ai requirements of the
C-3.2
Section
Underground Irrigation Systc
3/1P4 R
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required.
c-3.3 gs during normal workiI
District Engineer.
s with brass ball valves :
b
c-3.4
c-3.5 osure. Pump enclosui
lled per manufacture
C-3.6 am of the back fla
equired for sprinkl
systems downstream.
c-3.7 t pump with supply line from backfla
ic detail. Install all component parts for tl
duits, connectors a1
tically and providl
preventer as indicated in
C-3.8 revention assembl
c-3.9 : Landscape contractor shall insti
a1 service shall 1
indicating areas cover
reduced plan shall be
C-3.10 Submit cut sheets on i
le, of all components and :
Section
Underground Irrigation Systc
3/1/94 R
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1
16
lve boxes and pits shall have extensions i
e. Block openings with a double layer (
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(2-3.11 Valve Boxes and Valve Pit
required to properly enclo
301b. roofing felt to preve
All valve boxes and pits s
All valve box and pit lids
numbers identifying the
number for automatic co
lids with lock bolts installed.
with three inch high letters andh
etc.) and valve number or static
med water is used, valve box sb
5
1 be purple.
Quick coupler valve b marked "QCW
Irrigation Gate valve marked "IGV.
Irrigation electrical p
Multi-port Drip Emi
be marked "IEPB".
be marked "DP".
C-3.12 Circuit Valves: Insta ed grade is established and wi ustrnent and removal of valv extensions as requir
Install valve wiring
1, Wrap wire for corn
Provide union on
Valves shall be r indicated in tl
All control wires shaIl be m
controller number and/or
Locate at the va
wires in the sa
number.
with non-removable wire markers identifyli
and valve number and/or station numb<
I C-3.13
box with each drip valve.
Section
Underground Irrigation Systi
3/1/94 R
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1
C-3.14 Air Relief Valve: P Tor0 Airbacuum relief valve, Model
TLAVRV, at the high
Piping: Lay pipe on s
Install PVC pipe in
Fahrenheit (4 degre
instructions. Allow j
degrees Fahrenheit
recommended by m
each drip valve system.
ottom without humps or depressions.
when temperature is above 40 degre
strict accordance with manufacture:
least 24 hours at temperatures above l
lsius) before testing, unless otherwi
ow manufacture’s recommendations f
(2-3.15
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C-3.16 Fittings: Install D piping connections per manufacture
recommendations. ed O-ring swing joints at all spray ai
rotor sprinklers a drawings. No substitutions for tl
assembly will be allowed.
ce of primer when piping is assemble
of primer shall be rejected and I
installed.
. Backfill and compact trenches in li?
1, C-3.17 Sprinkler Heads: Flush lines with full head of water and install hea
ed. No fixed riser shall be allowed next to a
to prevent future settling.
after hydrostatic test is c
d in shrub beds.
1 dicated in the drawings.
between normal perpendicular
located at the toe of slope to 1
eads located at the top of slop
shall be installed as indicated
C-3.18 a full head of water and insti
stall threaded bases of the mu
mitters into the threaded bas
ers closest to the valve. Mu1
mmatic. Install as many mu1
plant material. Allow for tl
cost in bid.
Section
Underground Irrigation Systc
3/1/94 Rc
I.
1t
ase of each plant as indicated in tl
locations around plants whenevl
nstall drip tubing in the same trenc
aps at each tubing outlet.
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the edge of curbing and walks. It
ircle the planting areas in which it is
t exceed more than thirty feet in 01
C-4. RECORD DRAWINGS:
C-4.1 drawing set updated daily on tl
shall provide the record drawings to tl
review. The record drawing set sh:
nderground utilities, all pressu
at does not follow the mainlin
r future use. Contractor sh:
the record data onto a cle:
istrict Engineer but charged
ord drawings and field set w
the start of the maintenan1
I C-5. TESTING:
C-5.1 General: Notify Landsca
will be conducted. Con
Owner’s representative.
chitect in writing 48 hours prior to time testii
sts in the presence of Landscape Architect
shall be on a one time basis. All componer
e project is phased.
Landscape Architect shall 1
urly rate, including milage, f
cape contractor’s piping tc
er shall then deduct the comparable doll
C-5.2 d valves, before backfillii
gs and joints exposed, to
tain pressure for four hou
hich do not pass hydrostai
Section
Underground Irrigation Systc
3/1/94 Ri
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: Flush lines and remove all air and debris fro
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nnections, or fittings which do not pa
stem can pass test.
rational testing after hydrostatic testing
ackfill is in place, with sprinkler hea
adjusted to final position.
DO NOT INSTALL PLANT MATERIAL WITHOUT
APPROVED COVERA ST IN WRITING FROM THE
LANDSCAPE ARCHITECT.
of one circuit at a tim
rating one valve from ea1
ust all irrigation heads f
maximum coverage over-spray onto buildings, walks or 0th
structures. Adjust 1
indicated in details.
nkler heads to be flush with finish grade
mage due to irrigatic
trades, trespassers, ai I nd maintenance perioc
C-6. MAINTENANCE:
Section
Underground Imgation Systt
3/1/94 RI
f
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A. GENERAL.
Description. Furnish and Class I, Polyvinyl Chloride (PVC) Coatc
chain link fencing and g k as shown on the Drawings, Standa
Drawings, and specified an ired herein. The fence and gate shall be
e Drawings. The entire site sh;
cing and gates shall be removc
s shall be submitted. Eight (
B. PRODUCTS/MA"ERIALS.
ce with San Diego Region
0 and Section 206-6 of tl
Standard Specifications for c Works Construction.
be equipped with extensic
arms and barbed wire.
s I, Black PVC Coating. I
th the exception of sprini
clad-coated with Black PW
Section
Chain Link Fenci
3/1/94 Rc
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Propertv
Specific Gravity of Fused Resin 1.30 f 0.030
5
Hardness, Shore A 88 &2
Shore D 36 i- 2
Tensile Strength, psi 2500 +loo
Elongation, % 250 -r- 10
Tear Strength, ppi 440 2 20
Brittleness Temperature, OF 0 -1-4
Weathering Test Method, Langley 3@Moo
Dielectric Strength Range, V/Mil 800-1OOo
Melting Range, OF 395-415
c-2.1 oated shall be thoroughly cleane
noncontaminated surfaces. T
emperature of 450°F; and with 1
mposed of a mixture of acryl
nd fittings shall be immersed in a fluidized-b
frames shall be fabricated and welded prior
c-2.2 Damaged PVC coatings, which have be
or otherwise damaged, shall be repair
area shall be thorougl
on-oil-base solvent su
ed area shall be paint
el shall be a PVC re!
t absorbers, and solve
D. EXECUTION
D-1. on the Drawings a
tions shall be plun
D-2.
avated to clear t
Section
Chain Link Fenc
3/1/94 R
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bottom of the fabric as shown
filled and compacted to with:.n
Post Anchorage. Set all posts
crowned at the top to shed
D-3. 1
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in Standard Drawings. Depressions shall I
1 inch of the bottom fabric.
in concrete as specified. Footings shall I
water.
SECTION 14
Section
Chain Link Fenci
3/1/94 RI
16
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A. GENERAL. This section
be implemented and the mat
osion control measures shoul
ention measures for the ste ' reservoir and
B. STEEL RESERVOIR.
receive an active cathodic
passive cathodic protectio
completion of the paint sy
to test and evaluate the reservoir.
B-1.
See Section 9 - of these Specifications. I B-2.
m B-3.
I and 24" butterfly valves.
I and corp. stops.
I masts and their brackets.
B-3.1
B-3.2
B-3.3
B-4. I
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B-5.
Section
Corrosion Cont
311~94 R
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16
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C. PIPELINES.
rial, valves and fittings should b
with Section 4 - Earthwork (Watt
these Technical Specifications.
1 c-1.
c-2. and fittings not intended to be a
ferentially welded or bonded wit
and C-4a for size and number (
ine electrical continuity after th
ection 14-03.Q.1.
required on pipelines longer tha
ions shall be installed at interva
cations, number and type of te
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(2-4. At Grade Test Box. Test 1 be precast concrete roadway box wi
and with a cast iron cover. Covers sh; dimensions as indicated on
ot less than 1-1/2” high.
c-5. Wire/Cable Attachment. s and/or cable which are to be attached
ic welding process or by bra
mpletely cleaned of all sca
hanical grinder may be us
nder must be followed up 1 1 hand filing or sanding.
Contractor shall follow tl
and size of charge to 1
tile iron pipe uses differe
and cast iron pipe. TI
e proper weld material ai
weld mold.
the pipe and the weld 1
with a 2-lb. hammer
ed to the pipe. If t
way from the pipe, the wire or cable should
r more strands of the wire or cable are burn
the wire. All wires
no time should mc
weldment is loose or b
cleaned and rewelded.
Section Corrosion Con1
311194 R
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1'
1 at the weld, i.e., bare wire, pipe ai
oated using a cold-applied bitumasl
solids by volume and formulated fro
and solvent coatings. If the pipeline
should be coated with the concrete
ing has been applied and has complete
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c-7. metallic pipe is to be attached to i
d method of electrically isolating tl
Electrical isolation is also requirc
t composition are to be connectc
ally isolating these sections of pi]
Engineer and shall be in accordance wi
286 (Latest Revision) "Electrical Isolatic
C-8. shall contain full-face gaskets, fu
tee1 and phenolic) on each en
oprene-faced phenolic. Insulatic
sulating washers shall be phenol
plated. All insulating material shall be of tl
itable for appropriate service
Steel washers shall be cad
Insulating flange kit shall
and in accordance with N alled as recommended by the manufactur
evision) "Electrical Isolatic
must be taken to prevent a
contacting any portion of tl
rawing 9 and sa). If moistui
on of the insulating joint, tl
a suitable solvent, and dric
gasket and washers shall n
recommended in Section 1
03.1.
c-9. The buried insulating flange coating sh;
ape type coating as called out in NAC
test Revision), "Application and Handlii
r Systems for Undergroui
Section
Corrosion Cont
3/1/94 R
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1'
1
c-9.1 s, plasticizer and corrosic
rial shall have the followii
properties:
Pour Point: 100- 100'
Flash Point: 350°F m
Coverage (approx): 1 ga1/100 sq.
Color: Brov
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C-9.2 Wax-Tape. Flange cov material shall be a plastic-fiber felt tap
Tape Width: 6 inch
5-70 m Thickness:
Color: Brov
Saturant Pour Point: 115-120
Dielectric Strength: 100 volts/n
c-9.3
Width: 6 inch
Thickness: 1.5 m
Dielectric Strength: 2000 volts/n
Water Absorption: Negligib
Color: Cle
c-10.1
th a clean cloth. The surface shall be dl . A thin coating of primer shall be worked in
Section
Corrosion Conti
3/1/94 Rc
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1'
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minimum. 1 c-10.2
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c-11.
Putty or District approved . The vinyl plastic electrical tape shall 1
c-12.
C-13. Coating for the interior lining of tl
Paint as manufactured by
approved equal.
. The interior of tl
for a distance of tv
C-14. I
C-14.1
C-14.2
two minutes by hand or
brush.
Section
Corrosion Conti
3/1/94 R1
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1'
ted coating shall be made by brushing un
of 20 mils is achieved. Each ensuing coat shi
coat cures, usually within 3 to 6 houi
quare feet per gallon to provide a unifor
thickness (this would or
two coats. However, -mil minimum thickness shall be satisfic
1
C-14.3
a minimum coating thic
produce the required coating with a total
tions necessary to provide it.)
nating in a test box shall be identified 1
ttached 1" diameter by 1/16" thick bra
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C-15.
C-16. At each location where factory concrete
ch wires or cables, the coating shall 1
an non-shrinking fast setting mortar in Red-l
Note the bare metal at and surrounding tl
a cold-applied bitumastic compound. (St
Section 1-09.)
C-17. ntractor's work, the District shall dire
all test facilities installed. These tests will 1
nuity of the pipeline, the effectiveness of a
whether or not the test facilities have be(
will be repaired or replaced at tl
udes paying for retesting by the Distric
insulating joints or
installed properly.
Contractor's expense.
C-17.1 all notify the District when continu
ions have been installed. A Distr
shall conduct tests to measure t:
The pipeline shall be consider(
measured longitudinal resistance of t
adjacent test stations is no greater than
ical resistance of that section pipeline. percent higher than the t
1 continuity has not been achieved, t
and locate improperly bonded joiI
is achieved to the satisfaction oft I District's Engineer.
Section
Corrosion Cont
3/1/94 R
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TELEMETRY, TELEPHONE
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A. GENERAL. The work shall consist of
performing all installation as indicated,
installation of telemetry, telephone and
documents, applicable municipal codes and
All existing telemetry, telephone and electric
overs are made.
€3. TELEMETRY. Contractor shall instal
with pull ropes in conformance with the
Contractor shall purchase all telemetry
equipment to the Carlsbad Municipal Wat
Carlsbad, CA. 92008. Contact Warehouseman
coordinate delivery.
Water District personnel will install all D EQUIPMENT TO BE PURCHASED
1
Teleproducts Corp.
152 Union Avenue
Grants Pass, OR. 97527
Phone (503) 476-7211
RESERVOIR SITE:
3 ea. - FSR-D-2 (frequency shift receivers)
1 ea. - FST-C (frequency shift transmitter)
1 ea. - AST (12 chnl. analog scanner
1 ea. - 7MF-P-LE4 (7 module frame, power,
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SECTION 16
AND ELECTRIC SERVICE
furnishing the materials, labor, equipment, ai
specified and required for the furnishing ai
electric facilities in conformance with these contra
utility construction orders.
services shall remain operational until switc
concrete pads, pull boxes, panels and condu
ccnstruction drawings.
equipment specified herein and deliver sa x District Warehouse at 5950 El Camino Rei
Jim Smith at (619) 438-2722 ext. 116,
purchased telemetry equipment.
FR3M:
(865, 1075, 1275 HZ)
(1675 HZ)
transaitter)
LPU, box)
Section
Telemetry, Telepho
and Electric Sem
3/1/94 RI
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DISTRICT CONTROL CENTER:
3 ea. - FST-C (frequency shift transmitter)
1 ea. - FSR-D-2 (frequency shift receiver)
1 ea. - ASR (12 chnl. analog scanner receiver)
1 ea. - MMF (10 module mounting frame)
EQUIPMENT TO BE PURCHASED
Innovation Products, Inc.
P.O. Box 5347
Riverside, CA. 92517
Phone (909) 682-8506
DISTRICT CONTROL CENTER:
(Innovation Products)
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1 1 ea. - Dutec IOP-AD (16 channel multiplzxer)
8 ea. - Dutec IV5 (0 to 5 VDC input modiles)
5 ea. - Dutec ODC5 (5 to 60 VDC output
C. TELEPHONE SERVICE. Contractor
pull rope from the proposed telemetry mas':er
will make all arrangements for installation
pertinent costs. 1 D. ELECTRICAL SERVICE. Contractor
in conformance with enclosed San Diego
meter and service order, and S.D.G. & E.
Contractor shall remove and dispose of
E. PAYMENT. Payment for specified
but installed by District personnel, shall be
Schedule. The Contractor's overhead cost
shall be included in the lump sum amoun:
conduit and cabinet."
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(865, 1075, 1275 HZ)
(1675 HZ)
FR3M:
modules)
shall install telephone conduit with sweeps ai
panel to the new electric meter pole. Distri
of the telephone service conversion and pay :
shall install new electric service and meter PC
Gas & Electric instructions, S.G.E. & E. elect]
Service Guide, (Appendix "A").
exsting meter pole after switch over.
te1e:netry equipment to be purchased by Contract(
made at the fixed price as indicated in the B
€or coordinating the purchase of said equipme
to be bid for "install telephone and telemet
Section
Telemetry, Telepho
and Electric Sew
3/1/94 R
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Installation of telephone and telemetry
for by the lump sum amount bid for "install
Installation of a new temporary electric me:er
be paid for in a lump sum amount bid for
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END OF
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conduits with pull ropes and cabinet shall be pa
telephone and telemetry conduit and cabine
pole and removal of existing meter pole sh;
"install meter pole."
SECTION 16
Section
Telemetry, Telepho
and Electric Sew
3111994 R
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I SAN DIEGO GAS &
S.D.G. & E. ELECTRIC
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APPENDIX 'A'
ELECTRIC INSTRUCTIONS,
N:ETER AND SERVICE ORDER
AND S.D.G. & I
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h. SERVICE GUIDE
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1. Obtain city or cixnty permits.
1 5. Obtain city or county inspection approval for
county notifies SDG&E of the inspection the
plete any necessary work.
rformed by your contractor or electrician. The (
with the phone number.
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I . wrong type of riser material us4
Locked gate with no access to meter facilities
No heavy-duty pipe straps on riser
Project Management
ORANGE COUNTY
(San Diego/South Bay) (714) 361-8066
(619) 230-7800
se call your Project Coordinator in o
propriate phone numbers.
A D--.+- -. =.- .-*-. e & FIertrir =--.. -I .- -
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ESSARY DELA YS 1
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I Frequent Problems
A. Neutral wire not identi-
B. Coupling installed above
C. Electric metal tubing
fied
I roof line
(thin wall) used instead
of rigid galvanized pipe
for riser
D. Less than 2 heavy-duty
pipe straps for support
E. No connection made be-
tween old and new meter
base (rewireshpgrades).
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I NOTE: n and SDG&E crew nlay be requir I.
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day. Meters must be located in .I safe area free of any porenrially harar
Customer fxtension Planner at nearest SDChE office.
ft. over driveway or parking area
ft. at outer limit of vehicular traffic
LE C_: NOT APPLICABLE.
3 working days prior to trenching to
arrange premeet with inspector and initiate trenching pfOCeSS.
3. Open trenchand install service entrance equipment and conduit swee
at meter location. CALL ABOVE PHONE I FOR INSPECTION.
5. Meter will be set after inspector hasapproved inrtallation. backfill. co
paction. and city/county' inspection.
*ill ha!( +sori mmved.>:e'j
urtoxicrna:er!a:p' c-:: SESbL ccv
CUSTOMER-OWNED SERVICE AND METER POLES TEMPORARY/NON-CLIMBABLE . SERVICE GUIDE 0-600 VOLTS
ONE PIECE S~-SUPPORTING llME 20' ROUND POL€ Wmc 3 MINiMUL SELF-SUPPORTING 20' MER3 POU
WMUM LENGTH OF SERVlCE DROP
4*x4'x4 WOOD BLOCKS, BOLTEO TO POLE WH l/f GAINS. BLOCK NOT REQUIRED FOR WC SCHED 40 PumC CONDUIT NOR ON
MTWD PROTECTM COMRINC OVW METALLIC Cot BOllOM OF SERYlCE HEADS. DO NOT LEAVE CONC
SERMCE EMRANCE CONDUTT:
*
WIRE HOLDER OR SWCE FWK 'MU BE FURNISHED AND INSTALLEI) W SDGkE
PROVlDE AT LEAST 18' OF WIRE OUTSIDE Of SWCE HEAD PREFFfRED METHOD - PVC SCHEDULE 40 PUmC
ALTERNATE METHOD -. 3/4 MINIMUM GALVANIZED IRON CONDUIT WITH PROTE COMRiNG AS SPECIFIED A' OF PAGE.
INSTALL SmAPs BELOW FIBRE CONDUITS TO PRM
SMEW SOCKET CAN Wmc TEST BYPASS FACluTlES MnER MU BE FURNISHED AND SET BY SDGdtE
SERVlCE GROUND TO COMPLY WmC tanow NCTRICM CODE.
20' POLE - 4'4 WHW CUSTOMER'S LOAD CONDUCTORS ARE UNDERG CONDUt7 AS INDICATED BY DASHED LINES.
TEMPOM SERVlCE OR METER POLES SW
STATUS IS PUNNED.
ME TEMPORMY/NON-CUMBABLE POLE MUSl LOCATED WTMlN A 20 FOOT RADIUS FROM A OR OTHER DRNABLE SURFACE SO SDGdtE CA CONNECT AND WNTAJN THE SERVICE DROP FROM A BUCKET TRUCK. TRUCK ACCESS MUST BE WNTNNED DURING ME PERIOD OF TEMPOM SERVICE.@
ANY SERVlCE OR METER POLES THAT CAN NO LOCATED WITHIN THE 20 FOOT RMIUS MUST BUILT TO ME STANDARD OF A PERWENT/C POLE. SEE PAGE 202.
SET AT mr LwnoN WHERE A CWGE TO
-SHALL PUCE A WDER AGAINST OR OTHERWISE CUMB THE TEWORARY POLE FOR THE PURPOSE OF INSTALLING, REPAJRINC OR REMOVING WE NCTRlC SERVlCE CONNECTIONS
-
THESE ARE MINIMUM REQUIREMENTS FOR ALL CES. TEMPORARY SERVICE 1s FOR A PERlOC
ONE YEAR OR LESS.
POLE SHALL BE SET NO Pol F L(mIiQ&
SURFACE SO SDGbE
IS REQUIRED. SEE STD. 645.
’ A SAFER SOCKET CAN WITH EST-BYPASS FAClUTlE QUIREUSERVICE EQUIPMENT AND RECEPTACLES MUS
AND SHALL BE ADEQUATELY BONDED AND GROUNl RAIi.ITIGHT, PROPERLY MTED FOR THE LOAD TO BE ’ RECEPTACLES USED TO CONNECT PORTABLE
ORE THAN ONE VOLTAGE IS USED, ME RE
3-POLE MPE FOR SINGLE-PHASE MOTORS AND
BE NON-INERCHWGEABLE. Pol-€ MPE FOR THREE-PHASE MOTORS, BE USED FOR GROUNDING CONNECTION. WHU?E
WILL BE CONNECTED BY SDG&E.
WHERE SINGLE PHASE SERVICE EXCEEDS 100 AMPERES R TEMPORARY SERVlCE FROM UNDERGROUND S’
L NOT BE ATTACHED TO TEMPORARY SERVICE I MRR POLES.
COVERING OF METALLIC CONDUIT WILL NOT BE REQUIRE ETAL POLES, PROVlDEO THE METAL POLE IS ER GROUNDED AND PROVIDED ALL METALLIC CONDUilS ARE LY BONDED TO THE METAL POLE WITH APPRC
ALL METER POLES MUST HAM ME NUMERIC PORTION DRESS FIRMLY AITACHED AND FACING STREET OR DRIVABLE SURFACE. PIASTIC OR METALLIC TYPE USED FOR HOUSE ADDRESSES
A TELEPHONE AND/OR CABLE N SERVlC OUTSIDE THE CLIMBING SPACE, (2) A MI DRIP LOOP, AND (3) TT MEETS ALL C.O.
I CONSULT SOME FOR ADDMONAL REQUIREMENTS WHEN I ~OODUCHTS, SIGNS, ROPES AND ANY SIMllAR EQUIPM
1 CLAMPS OR CONNECTORS.
REE-PHASE OR 120/208 VOLT SERVlCE IS DES
A METER POLE PROVIDED (1) THE ATTACHMI E OF lr IS WNTAINED FROM AN7 PORTION {
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STANDARD
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APPENDIX "B"
DRAWINGS
3/1/94 Rc
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TWIN "D" RESERVOIR IMPR NTS IN THE CITY OF CARLSBAD
DESCRIPTION
Outlets on A.C. or P.V.C.
Outlets on D.I. or Steel M
for 1" thru 2" Assemblies
r 1" thru 2" Assemblies
Fire Hydrant Assembly
Valve Box Assembly
on-Res trained Joints ., D.I.P., A.C.P. & Steel Pipe Gate Valve Installation
Thrust Block Bearing Are
Protection Post
Zinc Anode and Connectors s
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Standard Drawir
3/1/94 RI
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APPLICABLE SAN DIEGO REGIONAL
DRAWING
NUMBER DESCRIPTION
D-40 Rip Rap Energy Dissipator
D-75 Drainage Ditches
M-3
M-5 Chain Link Gate
M-6 Chain Link Fence
M-7 Metal Beam Guard Rail
M-8 Metal Beam Guard Rail
M-20 Chain Link Fence Details
W-8
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36" Manhole Frame and Two
4" and 6" Blow-Off Assemb1:es
APPLICABLE STANDARD DRAWINGS i AS PROVIDED BY MAC DONALD-STZPHENS,
DRAWING 1, NUMBER DESCRIPTION
2-29.0 Concrete Walk
3-7.0 Typical Concrete Opening
3-19.0 Typical Concrete Stair on
3-24.0 Pipe Penetration, Submerge
5-5.0 Handrailing - Type "A"
5-8.0 Handrailing - Type "A"
5-15.0 Handrail Post Attachment -
5-24.0 Ladder
5-25.0 Deflector Plate for Hatch
16-1.0 Stanchion Detail
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It 16-2.1 Stanchion Base Detail Stanchion
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STANDARD DRAWINGS (SDRSD)
Concentric Covers Heavy Duty
Ins.:allation
Details
Type A
ENGINEERS, INC.
Reinforcing Detail
Grade
j Pipes 4" (10 cm) cp and Larger
Without Toe Plate
Opening and Head Hazard
Mounted Independent of Slabs
Standard Drawii
3/1/94 R
1.
I- No. DEscRlPTK)N.
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5 DM.
W I . INDEXOF ST'ANDARD DRAWINGS.
W2 . SELECllON OFUNEANDBFWJCH
W3. I'WATERSE~CON
WS FOR WATER MAINS,
N FOR w, W', 8 I'METERS B
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W4 . 2'WATER SERVlCEmF
W6 . 2"BLOW-OFfV MANUAL ALE ASSEMBLIES.
W7 . BELOW SURF= l8I2'AlR VYUUM VALVE ASSEMBLY 8I APPlRTENl
W8 .
FCR I E' 81 2' METERS.
w5 . I'MANUALAIR RELEASEA KY.
OUTLETS ON AC.0R W.C.MAlh FOR INCH THW 2 INCH ASSEMBLIES.
I ' DWG I NO. DESCRIPTKXJ.
w1 . INDEXOF STNARD DRAWPJGS.
w2 . SELECTloN OF LINE AND BRANCH I VAWES FDR WATER MANS.
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W3 .
W4 .
W5 . I'MANUALAIR FELEAE
W6. 2'BLOW-OFF/MANUAL E ASSEMBLIES.
W7 . BUDW SURME 182"AIR MW VAL.. ASSEMBLY & BPPURTEN
W8. ~TSa\r~oRaK:MAINFORl~THRU2lNCHASSEMBUES.
W9 . OUIETS ON RI. OF? STEEL MIUN FOR 1 INCH THRU 2 UVCH aSSEMBUE
I' WATER SERVE c0NVEcTK)N FOR !98: 34', 8 I' METERS.
2.WATER SERVICE CONNECTDI FOR IY2'82"METERS.
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WORKING PRESSURE:
VALVE ENDS: X CL 125 FLANGE, I X MECHANICAL JOINT,
WORKING PRESSURE: 1 VALVE ENDS:
(MATERWS UST,
SIZE RANGE: IG'AND LARGER
WORKING PRESSURE:
VALVE ENDS: FLAT FXE RANGE X CL 125 FIAT FACE FL
NOTE: WHERE VALVES ARE I UED Wmr PIPE HAVING NON- RESTRAIN€
CRETE ANCHOR AND AOAPTEFQ WITH
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+USESAME- Wl-ENMETEIRISl. TOmoFcuRB
1. CONTRAcroR SHALL ADJUST ANGLE VALVE 8 METER BOX TO EG. AFTER SIDEWALK IS INSTALLED 8 APPROVED.
2. DISTRICT Wlll ET METER AND
4. TAP TD MAIN TO BE MINIMUM NEAREST COUPUNG OR TAP.
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* USE SAME DIMENSDN WHEN METER IS LOCATED TO REAR OF CURB OR SIDEWALK 5
I. DISTRICT WILL SET METER & BALL VALVE.
2. ALL COPPER JOIMS SffAUBE SILVER SOL IN CONFORMANCE WITH SPECIFICATIONS.
4. TAP To MAIN TO BE MINIMUM OF IS’ FROM NEAREST CCUPLING OR TAP.
5. POSITION ANODE: MIDWAY BETWEEN
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ONSFTlRSOLDERlNG RECXilRMUIT
K)Ns FOR LO FWNTlffi
ANOOE MIDWAY BETWEEN AND VALVE BOX.
I.
I. SEE SECIFICATIONS FOR SOCOERING REQUIREMEN’
2. SEE SPEClFlCATlONS FOR LtI PcUNTlNG REQUIREMENTS.
3. SEE IMPROVEMENT PLAr FOR ASSEMBLY SIZE.
4. POSITION ANBDEMlOWnY BETWEEN PIPELINE AN0
RNlSlON ARR mTE
AUGUSl
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4: ALL V&VES AND mIN( SHALL BE SAME SIZE A AIR VENT INLET. REMENTS.
VALVE BOX.
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PVC MAIN
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,lo I 3CXX PSI FORGED STEEL COUPLING WOLDED TO MAIN. , II 1 lNSULATlNG BUSHING. (LMAN OR DEURIN 1. CARLSBAD MUNICIPAL WATER DISTRICT
W , ounm ON CI.I.OR STEEL MAIN FOR STD. D -REIVISICXJ APFR ME.
I INCH THRU 2 INCH ASSEMBLIES AUGUS
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SECTION b
I . DIELECTRIC CONNECTlOrJS SHALL 8E REQUIRED ON ALL AIR AND VACUUM \ ASSEMBLIES, MANUAL AIR RELEASE ASSEMBLIES, UW-OFF ASSEMBLII AND WATER SERVICE AssUvlBUES h COPPER TUBING OR BRASS PIPE Colvl ARE MADE TO STEEL MAINS.
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I. SEE SPECIFICAT#)NS FOR LID 1 PAINTING REQU JREM ENlS.
-OFF ASSEMBLY
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1. FlREtiYDRANTBASE-6
4. SEE SPEClFlCATION K)R B EMENTS. (B€GlN
5. SEE SPECIFlCATlON FOR BURIED REQUIREMENTS.
6. SEE IMPROVEMENT PLANS FOR
* 36’ FCR NON-CONTIGUOUS / OR-
5
WNT AT SCORE IN BREAK
HVORANT IEATIONS.
NO SIDEWALK.
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DOMESTIC WATER RECLAIMED WATER
I . IN NON- ROAD AREAS POST NEXT TO VALVE EXTENSION. AS DIRECTED BY THE DRAWING NO. 22).
2. SEE DRAWING N0.22 FOR GATE VAL
E 3. UPPER SIDE OF LID TO RECEIVE 2 CO
5
I . FLANGE PRESSURECLASSa Fi SHALL BE SAME AS ADJLCEN1
2. REINFORCING SADDLE THICKN TO BE SAME AS MAIN 'T' (346' I
3. FULL BACKING PUT€ IS REWII ON 12 AND LARGER MAINS a c
EXCEEDING 150 =.I.
STD. D
DECEM0
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REINFORCING .5 STEEL DETAIL.
1 VERTICAL BEND.
.. . .
TEE (SIDE VIEW:
2 . FOR AC. PIPE, A MIN. 3'-3'TO A 6'- LENGTH INTOAND~OFALLFIT
I . FfTTlNGS SW BE OUCTlLE IRON
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DRAWING N0.B K)f? UST BLOCK BEARING
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BEARING AfEA SHALL 8E THE MFFERENC BETWEEN THE BEARING AREAS REWIRE THRUST ANCHORAGE OF MANS ON EAM : REDucERAs~DmoMsTD.DwG.19P THE AREA OF THE TRENCH OeEMNG.
ADHERED TO. MINIMUM DIMENSIONS SHOWN SHAU, a
5
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; STRAIGHT UNE THRU
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I . THERE SHALL BE NO FIlllNGS CR CUWECnoFss To OTHER FACfUMS BETWEEN M METER AND 8KKFLfW ASSEMBLY.
2.BACKRMNMMERMAYNcrrE
INSrALLFD IN fWUC ffiHT-OF-WAY
3. CCWSW 2' HIGH RETAlNING WALL ON 3 SIDES OF BI.\cKw WEVENTER WHEN INSTAUTT) ON 4:loRGREATERsLOpE. mm SHntL BE AT -HILL SIDE OF SLOPE. PRCrJlDE 2 HORIZONTAL CtEARnrJcE BETWEEN WAU AND BACKFLOW REVENTER.
4. DO NOT INSTAU, IN ARE3 SUBJECT To FLOODING.
5
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I. ENTIRE MARKER POST SW BE PAINTED PRIOR To INSTAUATION.
FOR DOMESTIC WATERSYSTEM PAINT 2 COATS OF WHITE EXTERK)R EPAMEL OVER A PRIMECOAT, WITH 2 STEWLED BLACK LETTERS PAINTED VERTICALLY, STATING 'WATER'W EACH POST FACE.
FOR RECLAIMED WATER SYSTEM PAINT 2 COATS OF PURPLE Ern ENAMEL WER A PRIME COAT, WITH 2'STENC1UEO BLACK LETTERS RUNTED VERTICALLY, STATING 'RECLAIMED' ON EACH POST FACE.
2. EXTENSION STEM SHAU REQlJlR40 WHEN OPEN NUTIS4CRMOREBEU TOP OF VALVE COVER.
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PIPE SHALL BE PAINT IN CONFORMANCE WI1 I DISTRICT SPEC IFICAII
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ANODE LEAC ABOVE GRADl CONNECTON
ABOVE GRADE CONNECTON NOTE
I . RISER PIPE SHALL BE WIRE BRUSHEC TO CLEAN BRIGHT METAL.
2. PIPE CLAMP SHALL BE LOCATED ON RISER PIPE.
3. WIRE INSULATION SHU BE STRIP1 TO A MINIMUM LENGTH TO CONNEC WIRE TO PIPE CLAMP.
PACKAGED BACKFIL CWPOSITK
75 O/o GYPSUM
20 O/o BENTONITE
5 O/o SODIUM SULFATE
INGOT WEIGHT: X) LBS.
PKGD. WEIGHT: 70 LBS. APPROX.
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0 - Pipa Oiamrtrr
W s 6onom Width of Channel e
SECTION A-A
1. plw shall spcdfy:
A) flock dass and thickness c8).
8) Filter nuren’al, number of byrn and thiclmc
2 Rip np &all k tither quafv tionc or broker (if show on th8 plant.) Cobbles an not ac(
3. Rip np $tan k plaad over 1 filter blanket rh may be tither gnnutar mrtrn’d or platit litter
4. 88 mndard special pron’riont for selection of I
and filter blanket
5. Rip rap energy disripaton shrfl be designated (
Type 1 or Typt 2 Type 1 shall bt with cor Type 2 shall be without till.
SECTION 8-8
~~COUYIhOfO 81 rn( trn DI~CO
.<c10NAl $7UOAIO$ IOUUln([
Auz?& & /fT$
=-a- I r I tW T
m'th
netting. the option of tht contractor.
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1. Longitudinal dope of lined ditch hall bc 2% minimlm
2 Ow slope down ditches shall employ 6" thickened
at both sides of ditch.
SAN DlEGO REGIONAL Revision By Approvrd I Date
oitchrup €c /7 c rut 4f/J
DRAINAGE
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WxlH" I7 gage ma0
TEHRACE DITCH TYPE 0
edge section
LEGENO 01
_=
If~OYYfkOtD IT 71 STANDARD DRAWING IfGIONAl STAROA~O
&.U br-utu LCL 1w
NUMBER [ DITCHES DRAWING
For inner COW, see Standard Onwing M
inner Cow = 155 Ibs
Outrr Cow = 300 Ibr
2 Mattriaf: cut Iron
3 Machine seats to prevent no&
4. Filler ~dii to BO 1/2".
DETAIL
IftOrrfr0~0 IT THC U
IICJOOlAl SlARDALOS COI
1r dimrM stop food
3. Chain link hm, 3rJ1 confonn to %tion 206-6 d Spcificrtiom for Pubrg Works Comaion udaa noad on thk dmh$
EXTENSION POST AND BARBED WIRE LEGEND ON P - WALK GATE
outsic dianwtcr of poh
1. M tOOtiw 3UN bc 52W2S00 COMnt8.
2 lh foflom'q item tluQ br furnish& and insfatled only
show on thc pbnr andor alled for in th spacial provi
a. lkrbed wur
8. fmm*on Ann
c Top Horizontal Rul
3. Chain rmk hncc rhdt conform to section 206-6 of th8 Smdad Spedficatiom for Public Works Conrtmction unlm rpccifiurty noad O(I tbiu drsm'ng
4. SI( Stmdard Omhg M-20 for rdditiontl &tail&
XTENSION ARM AND BARBED WIRE LEGEND ON PL -
I &@ Standard Onwing M.8 for additional details.
NOTE
SAN OlEGO R8nsion 18~1 Approvtd Date e? Md. 3-.s
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flsections! f REGIONAL STANDARD DRAWING ::t~~~~~~U~
&w,r ktl I
ORAWING
&ff&
BEAM GUARD RAIL
IN!STALLATIOH NUMBER
- -_
element Section Sbtted hda-sx I'g'
TERMINAL SE RETURN SECTION
~I~WBUTTON HEAD BOLT
SECTION TH
RAIL ELEME
1. See Standard Dm
far guard nil inst
2 All mtbf elrmcnt
galvanized. FLAT PLATE WASHER
END AND CORNE POST ASSEMBLY
ti^ pm at 1000' mu. in and tnrrtrd in both dimCtio
Horizond bno with 3/8" rwl tm rod&
Threaded Removable Cap
@ Steel Pipe, Cement Lined and Coated.
@ Valvr Well ( Sea Standard Onwing W-12 ).
@ 90' Bend ( Same Material u Item 5 1.
LEGEND 0 -
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CONCRETE WALK
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MocOONALD - STEPHENS, ENGlNEE
1
W = MAXIMUM OIMENSION
w OR ~(SEL ~WW MINIMUM Of WalNG- SPAN(S) 0
USE STANOARO 90° BEND I At SU8 EDQE.
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AT wn CORNER
1. BAR SIZE
*3 THRU A5 d-0'(61 Cm)
#6 AH0 # 7 3'-0'(SlCm)
18 MO # 9 4'-0*(122crn)
#IoAND 11 ~'-O*(lbZ~)
TYPICAL CONC t
ALUM HANDRAIL PE
STD DWG NOS 5-5
5-8.0 de 5-15.0 r
------
AT $ SECTION AT CURB
4" WlDE ABRASIVE SAFER NOSING 2 ANCHORS, MIN
VARlATlON IN TREAD OR RISER DIMENSIONS SHALL NOT EXCEED
1/4' IN ANY RUN.
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ERE NECESSART 10 IXTERRUPT
ILL REIN. SEE[-)
MOTE: WERE PIPE CROSSES rALL OR SLAB AT OTHER THIN 90. THE FLANGE SHALL 8E CENTER
OM THE CDXCRETE TWICXNESS 4x0 PIRILLEL TlTH 11111 FACES AND SHALL EXTEHO THE
USUAl PIPE fUH6E llDTH ILL AROUXO THE PIPE.
PIPE PENETRATION, SUBMI
PIPES 4'(IOcm) B AND t
I ~OWG ~0.3
MwOONALD-STEPHEhS, ENGINE
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wd Wk *.tW WO '
HANORAILJNG - TYPE "A"
I 1 DWG. NO. 5- 5,
MacDQNALD-STEPHENS, ENGINEEI
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1/4*(6dB SS. T- 2 REOb AT BOI70 SLEEVE ONLY
WELD'M GRIND SMOOTli -
ONNECftON DETAIL
HANORAiUNG DETAIL- TYPE '
1 1DWG. NO. 5
kc Donold-Slephens,
I 1 (11.4~8 i la I 15.2~)
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TYP. RUNG CONN
AT STEEL WALL
BRACKR OETAlL
AT CONC.WALL
SIDE ELEVATION
,IF SAlNeSS m. ALUMIHWBW 1. STEEL ASTY A36 IF
3. Oan 8 OffmRED BOLTlNQ OWE- SET SPEC
4. USE STCLINGS$
STAlMlSS STEEL OR ALUMINUM LADDER.
STEEL FASTENINGS Wnd
1.0.8.0. = DEFERRED BOLTING DEVICE
2. OEFLECTOR PLATE SHAU BE 30"LONG
SEE SPECS. .
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1 /4" PLATE, GALV.
€E STANDARD DRAWING N0.16-2
ERIES FOR STANCHION BASES. ELEVATIUN
ION AND BASE SHALL BE ZED AFTER FABRICATION.
STANCHION DETAIL 1
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SOILS
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APPI3NDIX "C"
REPORT
3/1/94 R
TWO PROPOSED
I
ENGINEERS, INC. Court, Suite 212
fornia 92128
5421 AVENIDA ENCINAS, SUITE C, CARLSBAD, CALIFORNIA 92008 (619) 931-99 FAX (619) 931-93
Project No. 890081
Attention: Mr. Robert Coates
Introduction
If you have any questions regardin this office. We appreciate this tunity to be of service. report, please do not hesitate to cor
spectful ly submitted,
an Helenschmidt, GE 2064 (Exp. 6/30/92) ief Engineer/Manager
WM/MRS/SRH/b je
Distribution: (3) Addressee
5421 AVENIDA ENCINAS, SUITE C, CARLSBAD, CALIFORNIA 92008 (619) 931-
FAX (619) 931-
I
TABLE
Section
1.0 INTRODUCTION
2.0 SITE DESCRIPTION AND PROPOSED
3.0 SUBSURFACE EXPLORATION AND
4.0 GEOTECHNICAL CONDITIONS
4.1 Regional Geology 4.2 Site Geology 4.3 Ground Water 1 5.0 FAULTING AND SEISMICITY
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5.1 Faulting 5.2 Seismicity
5.2.1 Lurching and Shallow 5.2.2 Liquefaction and
6.0 CONCLUSIONS P 7.0 RECOMMENDATIONS
7.1 Earthwork ........
7.1.1 Site Preparation
7.1.2 Excavations
7.1.3 Trench Excavations 7..1.4 Fills ...... 7.1.5 Overexcavation of
7.2 Foundation Design ....
7.3 Lateral Earth Pressure
7.4 Settlment Considerations 7.5 Surface Drainage and 7.6 Construction Observation
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8900881
OF CONTENTS
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DEVELOPMENT
............................
.............
LABORATORY TESTING ...........
......................
...................... ........................ ........................
......................
.......................... .........................
Ground Rupture ......... lynamic Settlement .........
............................
...........................
..................
................... ..................... and Backfill ........... .................. Daylight Building Pads .......
.................. aid Lateral Resistance ....... .................. Erosion ................ ..................
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INGHTON AND AS
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TABLE OF
Appendices
Appendix A - References Appendix B - Boring Logs Appendix C - Laboratory Testing
Appendix 0 - General Earthwork and
Tab1 e
Table I - Seismic Parameters for Active
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Figure 1 . Site Location Map Figure 2 . Regional Seismicity and
Plate
Plate 1 . Geotechnical Map I
P
8900881
COVTENTS (Continued)
- P
Procedures and Test Results Grading Specifications
and Potentially Active Faults . .
...................... Index Map ...............
.................... In Pocl
-. ii -
LEIGHTON AND AS5
890088 1
This report presents site. The purpose
this investigation i
Review of availab to the site (App
Geologic reconn
Subsurface expl four small -di a
laboratory tes from our subsu
recommendation
The site is an total area, loc Camino Real in is located east of and adjacent
Based on our understand tha steel water t
adjacent to each tank will be paved.
LNGHTON AND ASS1
ACDONALD-STEVENS/TANK SIT Pro j e c t N 0. 8900881-01
Carts bad, California
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3.0 SUBSURFACE EXPLORATION
Our subsurface exploration program diameter borings to a maximum depth these borings are shown on Plate 1. the engineering characteristics of logged, and representative bulk and geologist from our firm. Logs of Subsequent to logging and sampling,
Laboratory testing was performed encountered during the drilling determination of in-place moistures maximum dry density, remolded shear of the tests performed and a summary
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8900881.
AND LABORATORY TESTING
consisted of the drilling of four 8-im of 21.5 feet. The approximate locations The purpose of this program was to evalu# the onsite soils. All of the borings WI undisturbed samples were obtained bq the borings are presented in Appendix the borings were backfilled.
on representative samples of the soi operation. Laboratory testing incluc and densities, determination of the soil tests and consolidation tests. A discussi of the results are presented in Appendix
-3-
lNtHTON AND AS!
8900881 - 8
4.1 Reqional Geoloqy
The subject site is located in coastal section of the Peninsular Rai Province, a California physi hic province with a long and act. history in southe Range Provi nce characterized b ranges separated re underlain by baseme rock and metasedimenta rn Cal ifornia bathol it Late Cretaceous, Tertia nts flank the rnounta ranges to the northeast
Throughout the last 54 nown as the "San Die Embayment" has undergone sev episodes of marine inundation a a thick sequence rocks of the southe Cal i forni a bathol i th wi c uplift of the area.
The Peninsular Range Pr a1 major active fault The Elsinore and San Jacinto Fa (associated with the San Andreas fau system) are the major tectonic es. Both are strike-slip faults wi predominantly right-1 ateral mov The major tectonic activity appea
to be a result of right-lateral ent on faults within the San Andre fault system.
Rolling hills and terr f the landforms in t general vicinity of t pographic features a connected by several t-lying areas in the luvium and slope wa
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4.2 Site GeoloqY
Based on our subsurf 53 stereoscopic aeri( photographs, and r literature and mal (Appendix A), the entire site aternary-aged terra( deposits. As encountered in ils were observed 1 predominantly consi se, fine- to mediur grained silty sands.
4.3 Ground Water
Ground water was not encounter our exploratory borings which extende to a maximum depth of 21.5 . However, it should be noted tha fluctuations in the due to variations i ground surface top rainfall p irrigation and other possible vident at the time c our investigation. P
890088: I
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5.1 Faultinq
Our review of available endix A), indicates 1 there are no known major n the immediate vicii of the site. The neare are the Coronado Bi fault zone, located offs s southwest of the s and the Elsinore fault 23 miles northeast the site.
The Rose Canyon fault i t of the site. Si definitive geologic evidence the Rose Canyon fz is not known, the Ros Diego area has t classified as potential eria set forth by California Division of 985). It should understood, however, th dies in the San Di area, the California gy is currently evaluating the classif ault. Based on results of recent stud es, the Rose Car Fault zone may soon be n active fault.
Figure 2 indicates th pect to known ma faults in the San Dieg are the approxim epicentral area and ma during the period 1769 to 1973.
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5.2 Seismicity
The subject site can sei smical ly act region, as can all of southe a1 ifornia. Table 1 indicates potent seismic events tha maximum probable e from a causative f parameters i ncl uded in Tab1 e Richter earthquake table high groi accel erat ions (RHGA) , of ground shakii
As indicated in Table ed to have the mc significant effect a point. A maxi1 probable earthquake o peak repeatable horiz the Rose Canyon Faul should be utilized. adhering to the curr design parameters of
Secondary effects relatively large e rupture, soil liqu s and tsunami These secondary ef
of Cal i forni a
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I 1NGHTON AND AS.
ACTIVE FAULTS EARTHHWME LocAnoNs
Appror*hatc cpictntrol ore0 d cocthq -
qukolcn! 10 Richter M 6.0. 31 I mdhqdrr, 7 ma$ asd w rot j I18571 we repotled in the 164-y l769 -1933.
Eorthguoke epianlar since 1933, 1
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inprod rnlmk 29msbsoP
0 Holocene volconic octirity hb, Pngoh, Cmo R~lo md Won Brim)
Sa bw, Irr((kW, halw pw bNr I rtpkdita d w).
foam of Cdcn. &fin! a qcfl rrlrUb - Y M Mtfhrh 1 h 7 % , # ;.drat# tUf-4 6 b 7.
AI7Jnn o/ IlWl mf &v*, m’w w krsae+dSpc*/*rr/rbmrz,, hrr CF.Ra
INDEX MAP
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5.2.1 Lurchinq and Shallow Ground
Soil lurching refers to passage of seismic surface to be significant where appreciably. Due to t7e soils, damage to the proposed
Breaking of the ground due to the absence of distant seismic events although it is a possibility
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Liquefaction and dynamic vibratory motion due to data indicate that loose., to liquefaction and dynariic clays and clays is not Liquefaction is typifiea affected soil layer, This effect may be boils at the ground surface.
The onsite materials belcw liquefiable due to their the low ground water table
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8900881
RuDture
the rolling motion on the surface by waves. Effects of this nature are lik the thickness of soft sediments v relatively dense nature of the ons development should not be significa
f..om faulting is not likely to occur on s active faults. Cracking due to shaking fi is not considered a significant hazai at any site.
Settlement
settlement of soils can be caused by strc earthquakes. Both research and historic saturated, granular soils are susceptit settlement while the stability of si' adversely affected by vibratory motic
by a total loss of shear strength in t thereby causing the soil to flow as a liqui manifested by excessive settlements and sa
the ground water table are not consider high density characteristics, along wi elevation.
-8-
MIGHTON AND AS.
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6.0
The results of our investigation i generally favorable for the proposec
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8900881
CONCLUSIONS
idicate that the subsurface conditions development. The proposed constructioi feasible from a geotechnical standpoint are incorporated into the final following is a summary of the main
Active faults are not known to
The maximum anticipated bedrock
0.239 based on a maximum probable active El si nore Faul t zone.
Ground water was not encountered
Soils encountered during our
I development of the site.
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potential for expansion.
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provided the following recommendat
geotechnical factors which may afi
exist on or in the immediate vicinity of
accelerations on the site is estimated tc earthquake of Richter Magnitude 7.3 on
at the time of our investigation.
design and construction of the project.
investigation are anticipated to have a
-9-
LElCHTON AND A
8900881 1
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7.1 Earthwork
accordance with the follow and Grading Specificati the following recommendati
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to receive structural fill or .enginee e and subsurface obstructio ed of vegetation. Rem0 ly disposed of off si obstructions which ext be replaced with suital oved by proposed grading, recompacted. A1 1 areas minimum depth of 12 inchi itions and recompacted to (based on ASTM Test Met1 I D1557-78).
7.1.2 Excavations
e rippable with conventior
ations in the onsite terra avy-duty backhoe equipmer
backfill provided they a tsgreater than 6 inches 1 should be compacted n thickness) by mechanic mpaction (ASTM Test Meth D1557-78).
7.1.4 Fills
ally suitable for use as compacted fi organic material and debris. All fi
o near-optimum moisture conditions a east 95 percent relati atory standard ASTM Test Method 01557-7 required to produce a uniformly compact compaction based on The optimum lift thi f u
I 8900881
mpaction equipment USI L ot exceeding 8 inches I
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be overexcavated tc
rade and replaced w- n Lot Detail). The bi ast 6 feet outside 1
ion of daylight pads
7.2 Foundation Desiqn
pported on continuc
a minimum depth finish grade (for low expansive soils).
ned for an allowable soil bearing value increased one-third for loads of sho
hould have a minirr g of two No. 4 bar I
7.3
Conditions 2:l Slope
Active At-Rest Passive (S1 opi ng Down)
1 fluid weight value should be
LZIGKlON AND ASS
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I 8900881 -
appropri ate drainage. age design is illustrated Appendix D. The total depth walls should be the vertical d the wall face for stem desi overturning and sliding cal accordance with structural Wall backfill should be I 90 percent relative compac
Soil resistance devel oped st lateral structural movement can obtained from the passive sliding resistance, a fric concrete and soil interfa third when considering lo loads. The total later frictional and passive re d that the passive portion dc not exceed two-thirds
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7.4 Settlement Considerations
The potential for settlem was estimated assuming t foll owing condi t i ons :
The entire site will b epth of 6 feet and replac ercent relative compactic
The fill material is drained
Each water tank has a
The ring wall footing ches below fini
The ring wall footin
Using these assumptio ent beneath ea water tank was estimate The differenti settlement across each In our professional o tolerable 1 imits for such ctures provided our recommendations a incorporated into the the estimated settleme
with fill material corn
grade.
5,000 psf.
I construction.
7.5 Surface Drainaqe and Erosion
Surface drainage should be c a11 times. The subject structur should have appropria to collect roof runoff. Positi surface drainage shoul structures toward suit t
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I 8900881
accomplished by providing a mi 2 percent gradient from the structurc In general, ponding of wate be avoided adjacent to the structurl
In order to help reduce the tial for excessive erosion of grac
slopes, we recommend berms an es be provided along the top of slopes and lot drainage dire ch that surface runoff on the sll faces is minimized. Protecti es to mitigate excessive site eros during construction should implemented in accordance with latest City grading ordinances.
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B . 7.6 Construction Observation
The recommendations provided this report are based on subsurfi conditions disclosed by ou ace expl oration. The i nterpol a1 subsurface conditions shoul d checked during construction by representative from Leighton Associates. A1 1 foundat ion excavat ic
and grading operations shoul ved by a representative of this f. so that construction is perf cordance with the recommendations this report. Final grading ld be reviewed by this office pr. to construction.
LElGHTON AND AS!
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APPENDIX - A
LEIGHTON AND ASSOCIATES, Ib
I 8900881
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Albee, A.L., and Smith, J.L., hquake Characteristics and Fat Activity in Southern C Lung, R., and Proctor, R., ed: Engineering Geology California, Association Engineering Geol ogi st ication, dated October 1966. I Allen, C.R., Amand, P., Richter, quist, J.M., 1965, Relationst Between Seismic ucture in Southern Cal iforni Sei smol ogi cal Soci e Bulletin, Vol. 55, No.
Bolt, B.A., 1973, Duration of St n, Proc. Fifth World Conferer
on Earthquake Engine r No. 292, pp. 1394-1313, dat
June 1973.
Bonilla, M.J., 1970, Surface Fa d Effects, jt~ Weigel, R., ec u Earthquake Engi neeri rentice-Hall, Inc., pp. 47-7
Greensfelder, R.W., 1974, Maxi Accelerations from Earthquak in California, Ca of Mines and Geology, P Sheet 23. p Hannan, D.L., 1975, Faulting , Carlsbad, and Vista Area Northern San Diego in ROSS, A. and Dowlen-, R.J
eds., Studies on th endleton and Western San Die County, California tion of Geologist Field Tr It Guidebook, pp. 56-
Lamar, D.L., Merifield, P.M., and ctor, R. J., 1973, Earthquake Recurren Intervals on Majo California, jr~ Moran, D.E Slosson, J.E., St , C.A., eds., 1973, Geolog Seismicity, and E Association of Engineeri Geologists, Speci
Leighton and Associates, Inc
P1 oessel , M. R., and S1 osson, Ground Accel erat i o from Earthquakes , California Geolog Volume 27, No. 9.
Ri ght-of -Way Engineering Se eservoir Site, dat August 27, 1990. 1 San Diego, County of, 19 cale 1”=200’, She
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NO. 318-1683.
, 1985, Orthotopograp t NO. 322-1683. 1
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References
Schnabel, B., and Seed, H.B., 1974,
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8900881
(Continued)
Accelerations in Rock for Earthquakes in Western United States, America, Volume 63, No.
Motions During Earthquakes, Division, ASCE, Volume 95,
Seed, H.B., 1979, Soil Liquefaction Ground During Earthquakes,
Wilson, K.L., 1972, Eocene and Re1at.d and Encinitas Quadrangles,
Seed, H.B., Idriss, I.M., and 1
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Bulletin of the Seismological Society 2, pp. 501-516.
Kiefer, F.W., 1969, Characteristics of RI Journal of Soil Mechanics and Foundat No. SM5, Proc. Paper 6783, pp. 1199-12
and Cyclic Mobility Evaluation for Le! AXE, GT2, p. 201, dated February.
Geology of a Portion of the San Luis I San Diego, California.
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APPENDIX - B
LEIGHTON AND ASSOCIATES, ir
GEOTECHIYICAL
Date September 11, 1990
Project MacDonald-Stevens/Tank Site
Drilling Co. GeoDri 11
E?e.vation Top of Hole 3662 Ref. or
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(nn ul 0 * 'F * E= a U x- u* -Cm v u .a= wo" c:ce 1;I.vi
+, l-nzk y ocz. =% 23 -r 3 52 zLL acz..,c, Q, v t: z "x Q)L
w a Q 2 =z s.2 E
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BORING LOG
Drill Hole No. B- 1 Sheet 2
Project No. 8900881-
Type of Rig Hollow SI
Weight 140 lbs Drop -
d.':
Datum Mean Sea Level (MSL)
GEOTECHNICAL DESCRIP'I ION
Logged by JB
JB Sampled by
Date September 11,- 1990
Project No. 8900881
Type of Rig Hollow :
GEOTECHNICAL DESCRIPl ION
TERRACE DEPOSITS:
8 5' Light orange-brown, moist, dl silty, fine to medium grainel
8 15' Light to medium orange-brow1
dense, sl ightly si1 ty, fine
medium grained sand; predom. medium grained sand
Total Depth = 21.5 Feet
No Ground Water Encountered Backfilled 9-11-90
GEOTECHz’41CAL
Date September 11, 1990
Project MacDonald-Stevens/Tank Site
Drilling Co. GeoDri 11
Elevation Top of Hole 3602 Ref. or
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1 Hole Diameter 8-inches Drive
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52 oL an Q) v .rC, % g Cy
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BORING LOG
Drill Hole No. B- 3 Sheet 2
Project No. 8900881-
Type of Rig Hollow st
140 lbs Drop - Weight
Datum Mean Sea Level (MSL)
GEOTECHNICAL OESCRIP1 ION a?
Logged by JB
JB Sampled by
Date September 11, 1990 Drill Hole No. B-4 Sheet - 1
Project No. 8900881.
Type of Rig Hollow s
GEOTECHNICAL OESCRIPl ION
TERRACE DEPOSITS:
@ 5' Light brown to light brown-or to damp, dense, silty, fine g
@ 10' Light to medium orange-brown very dense, slightly silty, medium grained sand; slight1 micaceous
@ 15' Medium orange-brown, moist , dense, slightly silty, fine medium grained sand
Total Depth = 21.5 Feet No Ground Water Encountered
Backfilled 9-11-90
APPENDIX -C
LEIGHTON AND ASSOCIATES,INC.
890088 1 -
Moisture and Den ermi nat i ons we
or disturbed s
shearing force. The relaxed values of effective strength parameters. Shear Summary".
therefore judged to be a good estimatic test results were plotted on the "Direc
8900881 *
Maximum Density Tes typical materials w The results of the
ExDansion Index T ected materials b evaluated by the E moJded under a gi content and appro re1 ative compactio
the test data.
d optimum moisture content
ith tap water unt s are presented
Consolidation Tes lected, relative undisturbed sarnp were placed in consol idometer a ion. The perce consol idation fo of the amount
curves are pre consol idat i on w time of consolidation.
"R"-Value: Th Method No. 30
Triaxial Corn
Cohosh R1 L FrIction An&
1 DIRECT SHEAR TEST RESUtTS [ ~rojoct NO. 8900881-01
ProMct Nam MacDonald-St~eng
Dah 10/1/90 Figure No. c- 4 3(
SOIL TYPE OR B SAMPLE LOCATION
B-4, @
B-2, @
E
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TEST METHOD:
OPTMUM M
MOISTURE (X) DRY Dl SOIL DESCRI >TION
Brown, silty sand 8.5
Orange, silty sand 9.0
ASTM ~1557-78
MAXIMUM 8- DENSITY TEST RESULTS
Project No. 8900881-01
Date 10/1/90 Figure No. c- 5
Project NameMacDonald - Stew
1' Indicate8 Sa,mple BORING NO.: 8-4 DEPTH m: 0 to
At ter Saturation SAMPLE NO.: 0 son TYPE: SM (R 0 hdkates Sample
at field Mobtue 0 - Loading --- Rebound
CONSOUDATION-PRESSURE CURVE
t fl Project N0.89n0R81 -nl Project Narnem.d - Stf2Pnz
Date10/1/9n_Figure No. c-fi 30 1
at Field Mobtue SOILTYPE: SM ([ - Loadhg -0- RebOU
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APPENDIX - D
LEIGHTON AND ASSOCIATES, IN
I 890088 1
1.0 General Intent
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and approved grading pl ans.
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? of all grading operations.
are rectified.
3.0 I
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8900881 I
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The geotechnical cons t should evaluate the extent of th fic site conditions. In general, no m of the fill material should consist of these materials should not be allow
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I een evaluated by
section. scarification lumps or clods and until the work flat, and free of uneven features wh
hi g hl y fractured , a depth that surf; ndition, should evaluated by i ining quantities yor/civi 1 engi nt
3.4 Moisture Conditioninq: xcavated and processed soils should watered, dried-back, ble and/or mixed, as necessary to attair
s which have bc al, and moistur at i ve compaction I chnical consul tar
3.6 Benchinq: Where fills ar be placed on ground with slopes steer
I would inhibit uniform
than 5:l (horizontal to ical), the ground should be stepped f 15 feet wide,
4.0 Fill Material
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or other irreducik inches, should not
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of oversize material d h that the oversi material is completely Oversize materials shou ties or undergroi feet horizontally of slope faces,
red for grading, t s of Section 4. technical consul ta I import materials.
5.0 Fill Placement and Compaction
areas prepared a
ered, dried-bac, uniform moistui
ely sized and i for soil compaction or of prow achieve the specified degree ai
fill elevatic sults. At tl fill out to tL
consultant. The location ountered. I vals of 2 fee ill soils. I I
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I 8900881
6.0 Subdrain Installation
d in areas previou ant, to conform to ans or herein. d or modified unll ultant, however, n ding on conditic y a licensed 1; lation. Sufficic ncement of filli
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over the subdrains.
7.0 Excavation
resentative of t If directed by t ion, and refilli
8.0 Quantity Determination
excavated duri , a licensed la
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FILL-OVER-CUT SLOPE
CUT StOPE
RlOR TQ FtLL BE EXCAVATED CUT-OVER-FILL SLOPE
PROJECT 1 TO 1 LINE FROM TOE OF SLOPE TO
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c BY "HE GEOTECHNICAL C 0 N S ULTANT
EXISTING CUT LOT
C 0 M P ETE N'T
FOR MATERlA BY THE Q E C 0 N S tl
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+NOTE:
Deeper or laterally more
consultant based on actua and locatlona of prOpO8ed
. rscompactlon may be
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1 8 ED R 0 C K
L EVALUATED
OTEC H N ICAL
LTA NT
extensive overexcivatlon and recommended by the geotechnlcal . fleld COndltbn8 encountered
Improvement8
R ETA IN IN G WAL 1r
I i L D RAIN A G E D E TAI t
SIDE HILL STABl’=ITY 8 t
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FlLl DETAIL
// EXISTING OROUND SURFACE /
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I NOTE: Subdrain details and key width recommendations to be provided bas4 on exposed subsurface condit on3
iL STABILITY FILL L-
I BUTTRESS DETAIL
At locatloor r0commmnd.d by tho g.ot*chfllC8k
SUBDRAIN TYpE-Subdraln typo should bo Aery
WVC) of ~pr0v.d ~qujvalont. Cl888 126,SDR
Cf.88 2048DR 21 rhould bo u8.d for m8XhUH I
COflrUltrnt, nonpsrforatod pipo rhou'u be Inrta'
onltrilo BUtadl*n* 3tYrOne (A-B.9*)* Pol~vln~l Ch' 32.8 rhould b* u0.d for maXlmUm fi*l depth. Of 3
flfl d~ptna Of loo foot-
TRENCH SEE BELOW
6' MIN. OVER
3J4'-1*;12* CLEAN
IF CALTRANS CLASS 2 PERM MATERIAL fS USED IN PLACE.
3J4%1-1J2* GRAVEL, FILTER 1
MAY BE DELETED
SPECIFICATIONS FOR ULTRA
CLASS 2 PERMEABLE HATERIA
DESIGN FlNlSH U. S. Standard Sieve Size L Passin
90- 100 40- 100
Sand Equivalent>75
coruultant.
ROCK 1 DISPOSAL DETAIL
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SLOPS FACE
DETAIL
-------- -------- --- ----------- -- - - - -- - - - ------
- - -- - --- e -- - - - - - - - - ------ _----------- -- - - - -- - - - ------
TYPiCAL PROFILE ALONG WINDROW
1) ~~~k with maximum dimensions greater 1
1:
I 4) Maximum 6128 and spacing of wfndr0w8~ 1 rOCk8.
vertically of.finish grade (or 2 feet below
and 15 feet horizontalIy Of Sfope faces,
2) Rocks witj, maximum dimensions greater
3) Rock Placement, flooding of granular Sol!,
geotechnical consuttant,
Width of wjndrow should not exceed vertlc'ally (a8 depicted).
to 30) should be flooded In the windrow
5) ~ock shoutd be placed In excavated
1. '
':han 6 inches should not be used withfn " depth of lowest utility whichevef I' gre
than 4 feet should not be uti1ized in fi1rr
and ftfl placement should be ObWrved
should be in accordancewith the above
b feet. Windrows should be staggored
trenches. Granular SOf1 (S-E* greater than 'I
to completeb' firt voids around 8nd bena
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2&-.J-QH-19p& 10% *
Recording requested by: )
2 4
1 ii
)
CITY OF CARLSBAD )
1 65
1
City Clerk 1
City of Carlsbad )
Carlsbad, CA 92008 1
When recorded mail to: )
1200 Carlsbad Village Dr. )
Space above this line for Hecc
NOTICE OF COMPLETION
Notice is hereby given that: '
I. The undersigned is owner of the interest or estate stated below in the property
described.
2. The full name of the undersigned is Carlsbad Municipal Water District, a
corporation.
3. The full address of the undersigned is 5950 El Camino Real, Carlsbad, Californis
4. The nature of the title of the undersigned is: In fee.
5. A work of improvement on the property hereinafter described was completed on C
1995.
6. The name of the contractor, if any, for such work of improvement is T. C. Consti
lnc.
7. The property on which said work of improvement was completed is in the City o
County of San Diego, State of California, and is described as follows: CMWD F
Contract No. 3376.
8. The street address of said property is 6727 El Camino Real, Carlsbad, Californk
CITY OF CARLSBAD
&&& <p&
WILLIAM E. PLUMMkR, P. E.
District Engineer
VE!?!FICAT!ON OF SECRETARY
1, the undersigned, say:
I am the Secretary of the Carlsbad Municipal Water District, 5950 El Ca
Carlsbad, California, 92008; the Board of Directors of said District on January 9
1996, accepted the above described work as completed and ordered that a Notice of (
be filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on Januarv 17 , 1996, at Carlsbad, California.
CITY OF CARLSBAD
ALETHA L. RAUTENKRANZ L
Secretary
June 20, 1994
T.C. Construction Co., Inc.
10510 Prospect Avenue
Santee, CA 92071
Re: Bond Release - Construction of Reclaimed and Potable Water System Improveme
Contract No. 3394/CMWD Pro$ Nos. 86-109, 91-109, and 91-301
The Notice of Completion for the above-referenced project has recorded. Therefore, wc
hereby reducing the Faithful Performance Bond to 75% of the original amount. PI
consider this letter as your notification that Insurance Company of the West Fail
Performance Bond No. 1269032 is hereby reduced from $964,177.45 to $241,044.3
A copy of the recorded Notice of Completion is enclosed for your records.
&it Assistant City C erk
Enc.
c: Rita, Eng.
1200 Carlsbad Village Drive - Carlsbad, California 92008-1 989 - (61 9) 434-2
1807 e
Recording requested by: )
)
CITY OF CARLSBAD )
)
1
City Clerk 1
City of Carlsbad 1
Carlsbad, CA 92008 )
When recorded mail to: )
1200 Carlsbad Village Dr. )
SDace above for Recorder's Use
NOTICE OF COMPLETION
Notice is hereby given that:
1.
2.
3. 4.
5.
6. 7.
The undersigned is owner of the interest or estate stated below in the property hereina described.
The full name of the undersigned is Carlsbad Municipal Water District, a munici corporation.
The full address of the undersigned is 5950 El Camino Real, Carlsbad, California 920 The nature of the title of the undersigned is: In fee.
A work of improvement on the property hereinafter described was completed on Mal 11, 1994.
The name of the contractor, if any, for such construction is T.C. Construction. The property on which said work of improvement was completed is in the City Carlsbad, County of San Diego, State of California, and is described as follows: CM\ No. 86-1 09,91-109 and 91 -301 Contract No. 3394, Reclaimed and Potable Water Syst
Improvements. The street address of said property is Palomar Airport Road between Paseo Del Nc and College, from Palomar Airport Road to "E" Tank north of Palomar Airport Road; Camino Real between Camino Vida Robles and La Costa Boulevard; La Costa Boulevi from El Camino Real to D2 Tank; College Boulevard from Palomar Airport Road Cobblestone Road.
8.
CITY 0 CARLSBAD /+A[, &@GL +------
BOB COATES, P.E. District Engineer
VERIFICATION OF SECRETARY
I, the undersigned, say:
I am the Secretary of the Carlsbad Municipal Water District, 5950 El Camino RE
Carlsbad, California, 92008; the Board of Directors of said District on April 26 , 19% accepted the above described work as completed and ordered that a Notice of Completion filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executedon April 27 , 19 94 at Carlsbad, California.
CARLSBAD MUNICIPAL WATER DlSTRlC
A~+E~G&~~LsP~~ Secretary
April 27, 1994
J
Gregory J. Smith
County Recorder
P.O. Box 1750 San Diego, CA 92112-4147
Enclosed for recordation are the following described documents:
Notice of Completion - Contract No. 3404
CMWD No. 89-108; Hillside Water Line Rep1 acement ;
Thomas Pipe1 ine, Contractor
Notice of Completion - Contract No. 3394 CMWD Nos. 86-109, 91-109, and 91-301; Reclaimed and Potable Water System Improvements;
T.C. Construction, Contractor
Our staff has determined that the recordation of these documents is of beni
to the City; therefore, it is requested that the recordation fees be waivec
Thank you for your assistance in this matter.
&i=2 Assistant City lerk
Encs.
1200 Carlsbad Village Drive - Carlsbad, California 92008-1 989 - (61 9) 434: