Agenda Item # 3.B.10.
To: Mayor Stewart and the Honorable Members of the City Council From: Ruth F. Quinto, CPA, City Treasurer
Subject: Investment Report for the Month Ending July 31, 2024 RECOMMENDED ACTION: Receive the Investment Report for the month ending July 31, 2024.
The portfolio is in compliance with the City’s Investment Policy. The City has sufficient liquidity to meet expenditure requirements for at least six months. This monthly Investment Report is in conformance with Government Code 53636, stating the Treasurer may render a quarterly report to the legislative body within 45 days following the end of the quarter covered by the report.
The City’s portfolio is invested in the following categories:
Cash and Cash Equivalents 21.28%
U.S. Treasury 71.89%
U.S. Agencies 0.00%
Certificates of Deposit 6.83%
Investments month to month:
Investment
Issuer/Instrument Type
June 30, 2024 July 31, 2024
Amount
(in millions) Yield(A) %
Amount
(in millions) Yield(A) %
Operating Cash Cash $19.19 4.68% 17.05% $16.43 4.68% 14.85% LAIF Cash $2.19 4.52% 1.95% $2.21 4.53% 2.00%
CDs Investment $7.51 4.43% 6.67% $7.56 4.40% 6.83%
Treasury Bills Investment $0.00 0.00% 0.00% $0.00 0.00% 0.00% Treasury Notes Investment $78.67 4.37% 69.90% $79.27 4.37% 71.66% Treasury STRIPS Investment $0.26 4.21% 0.22% $0.26 4.21% 0.23% Money Market Cash $4.73 5.32% 4.16% $4.89 5.14% 4.42%
Total/Blended Yield $112.55 4.47% 4.46%
Total Duration(Years) 1.15 1.13
(A)Yield is based on Purchase Yield for Treasury Bills
2-Year U.S. Treasury Note Benchmark, as of July 31, 2024: 4.29% The fair market value of all investments held by the City is $110,615,915 as of July 31, 2024.
ATTACHMENTS:
1. City of Malibu Investment Statement
2. City of Malibu Portfolio Analysis Statement
City Council Meeting
8-26-24
Item
3.B.10.
1 SNAPSHOT
Current period ending July 31, 2024
ACCOUNT NAME: CITY OF MALIBU
RUTH QUINTO
ACCOUNT NUMBER:
Your Financial Advisor:
WILLIAM GOMBERG 701 S PARKER STREET
Phone: 714-497-1366 SUITE 2500
ORANGE, CA 92868
If you have more than one account with us, why not link them and receive summary information for your entire household? Contact Your Financial Advisor for more details.
CITY OF MALIBU Message from Our Firm
RUTH QUINTO STAY CONNECTED WITH YOUR ACCOUNTS AND OUR LATEST MARKET COMMENTARY. YOU 23825 STUART RANCH ROAD CAN ALSO GET ELECTRONIC DELIVERY OF YOUR ACCOUNT DOCUMENTS. SIGN UP TODAY AT WELLSFARGOADVISORS.COM/ENROLL. MALIBU CA 90265-4861
News
SHOULD YOU NEED ADDITIONAL DETAILS ABOUT A SPECIFIC TRANSACTION REFLECTED ON
YOUR STATEMENT, THE INFORMATION IS AVAILABLE ONLINE OR BY CONTACTING THE CLIENT SERVICE NUMBER ON YOUR STATEMENT.
Investment and Insurance Products are: Investment products and services are offered through Wells Fargo Advisors Financial Network, LLC (WFAFN), a registered broker-dealer and non-bank affiliate of Wells Fargo • Not Insured by the FDIC or Any Federal Government Agency & Company. WFAFN uses the trade name Wells Fargo Advisors. Any other referenced • Not a Deposit or Other Obligation of, or Guaranteed by, the Bank or Any Bank entity is a separate entity from WFAFN. Account(s) carried by Wells Fargo Clearing Affiliate Services, LLC, Member SIPC.
• Subject to Investment Risks, Including Possible Loss of the Principal Amount Invested
SNAPSHOT
072 ANCA ANC9 Attachment 1
2 General About your rights and responsibilities instructions and disclosures Questions and complaints about Your Account: This account statement contains important information About this statement about your brokerage account, including recent transactions. All account statements sent to you shall be deemed Clearing services: Wells Fargo Clearing Services, LLC (WFCS), an indirect wholly owned subsidiary of Wells complete and accurate if not objected to in writing within ten days of receipt. We encourage you to review the details Fargo & Company, is a clearing broker-dealer registered with the Securities and Exchange Commission (SEC) and in this statement. If you do not understand any of the information in your statement or if you believe there are any the Municipal Securities Rulemaking Board (MSRB) and is a member of the New York Stock Exchange (NYSE), the inaccuracies or discrepancies in your statement, you should promptly report them to both WFCS and to the manager Financial Industry Regulatory Authority (FINRA) and all principal U.S. exchanges. WFCS carries your account(s) and of the Wells Fargo Advisors Financial Network office listed on the front of your statement. To further protect your acts as your custodian for funds and securities deposited with us directly by you, through our affiliated broker-dealer, rights, including any rights under the Securities Investor Protection Act, any verbal communications with either your Wells Fargo Advisors Financial Network, LLC (Wells Fargo Advisors) or as a result of transactions WFCS processes Wells Fargo Advisors Financial Network office or with WFCS should be re-confirmed in writing. Inquiries or for your account. Twice a year, WFCS publishes on its web site www.wfclearing.com a statement of the firm's complaints about your account statement, including the positions and balances in your account, may be directed to financial condition. A financial statement of this organization is available for your personal inspection at its offices, or Wells Fargo Advisors Client Services at (866) 258-4606 or ATTN: H0005-087, 1 N. Jefferson Ave, St. Louis, MO a copy of it will be mailed upon your written request. Unless and until we receive written notice from you to the 63103. contrary, WFCS may, without inquiry or inves igation, accept from Wells Fargo Advisors (i) orders for the purchase or Public disclosure: You may reach FINRA by calling the FINRA BrokerCheck Hotline at (800) 289-9999 or by visiting sale of securities for your account on margin or otherwise, and (ii) any other instructions concerning your account. the FINRA website at www.finra.org. An investor brochure that includes information describing FINRA BrokerCheck Trade date statement and trade details: All activity and positions on this statement are shown as of the date a is available from FINRA upon request. A brochure describing the FINRA Pricing of Securities Regula ion Public trade is entered on the brokerage trading system (i.e., the trade date). Proceeds from the sale of securities and costs Disclosure Program is also available from the FINRA upon request. for the purchase of securities are not transacted through your account until the actual settlement date of the trade. MSRB disclosure: A brochure describing the protections available under MSRB rules and how to file a complaint is The time of the transactions, the name of the buyer or seller, and the source and amount of any commission or fee available at www.MSRB.org. will be furnished upon written request.
Account protection: WFCS is a member of the Securities Investor Protection Corporation (SIPC) which protects Pricing of securities: Securities prices on your statement may vary from actual liquidation value. Prices are against the loss of cash and securities held in client accounts of a SIPC member firm in the event of the member's provided by outside quotation services which we believe are reliable but due to the nature of market data the accuracy insolvency and liquidation. SIPC coverage is limited to $500,000 per customer, including up to $250,000 for cash. For cannot be guaranteed. In the absence of such pricing, prices are estimated by WFCS using available information and more information on SIPC coverage, please see the explanatory brochure at www.sipc.org or contact SIPC at (202) its judgment. Such estimates may not reflect actual trades and do not reflect a commitment by the firm to buy or sell 371-8300. In addition, WFCS maintains additional insurance coverage provided through London Underwriters (led by at those prices. Securities listed on a national exchange are priced as of the close of the statement period. Unlisted Lloyd's of London Syndicates). This additional insurance policy becomes available to clients if their SIPC limit is shares may be valued at the current best published "bid-price", and, if none exists, the last reported transaction if exhausted and provides additional protection up to a firm aggregate of $1 billion, including up to $1.9 million for cash occurring within the last 45 days. Prices of securities not actively traded may not be available and are indicated by per client. SIPC does not insure the quality of investments or protect against market losses. SIPC only protects the "N/A." Corporate and municipal bonds and other fixed income securities are priced by a computerized pricing service custody function of their members, which means that SIPC works to restore to clients their securities and cash that or, if less actively traded, by utilizing a yield-based matrix system to arrive at an estimated market value. Listed are in their accounts when the member firm liquidation begins. Not all investments are protected by SIPC. In general, options are priced based on the closing "bid-ask" prices and the last reported trade. Mutual fund shares are priced at SIPC does not cover instruments such as unregistered investment contracts, unregistered limited partnerships, fixed net asset value. Shares of direct participation program (DPP) and real estate investment trust (REIT) securities that annuity contracts, escrow receipts, direct investments, currency, commodities or related contracts, hedge funds and are not listed on a national exchange are generally illiquid. Because no trading market exists for these investments, certain other investments. their values are estimated. Unless otherwise indicated, the values shown for DPP and REIT securities have been provided by the management of each program and represent that management's estimate of the investor's interest in Free credit balances: Free credit balances are not segregated and may be used by WFCS in the operation of its the net assets of the program. See statement sections for additional pricing information. Values for hedge funds and business in accordance with applicable laws and regulations. You have the right to receive from us in the course of certain managed futures funds are provided on a month delay basis. Other managed futures funds may be priced normal business operations, subject to any open commitments in any of your accounts, any free credit balances to more frequently. Long-term certificates of deposit (maturity beyond one year from date of issue) are priced using a which you are entitled. market value pricing model. The sale or redemption price of your securities may be higher or lower than the prices Investment objectives/Risk tolerances: Please inform us promptly of any material change that might affect shown on your statement. For an actual quote, contact the individual servicing your account. your investment objectives, risk tolerances or financial situation, or if you wish to impose or change any reasonable Estimated annual income/yield: Estimated Annual Income (EAI), when available, reflects the estimated amount restrictions on the management of your account. A copy of the Investment Advisory Services Disclosure document is you would earn on a security if your current position and its related income remained constant for a year. Estimated available without charge upon request. Please contact the individual denoted on the front of your statement to update Annual Yield (EAY), when available, reflects the current estimated annual income divided by the current value of the your information and to receive a copy of this document. security as of the statement closing date. EAI and EAY are estimates and the actual income and yield might be lower Option accounts: Pursuant to FINRA Rule 2360, option assignment notices are randomly allocated by an or higher than the estimated amounts. EAY reflects only the income generated by an investment. It does not reflect automated process amongst all client short option positions that are subject to exercise, including posi ions changes in its price, which may fluctuate. The information used to derive these estimates is obtained from various established on the day of assignment. Transaction confirmations that were previously furnished to you provides outside vendors; WFCS and Wells Fargo Advisors Financial Network, LLC are not responsible for incorrect or information on commissions and other charges related to your option transaction executions. Details of our random missing estimated annual income and yields. Past performance is not a guarantee of future results. allocation procedures and copies of transaction confirmations are available upon request.
Income summary: The Income summary displays all income as recorded in the tax system as of period end date.
The totals in the Cash flow snapshot may not match the totals in the Income snapshot due to reclassifications or other corrections made in the tax system. Remember, you may have certain products that are not included in these figures and whose income is only available on the tax forms sent to you at year-end. Reclassifications and other tax reporting requirements may alter these numbers both during and after year end. You should rely only on tax reporting documents. Contact your tax advisor if you have any questions about the tax consequences of your brokerage activity.
Texas designation: If you are a resident of Texas who has purchased mutual fund shares, you may designate a representative to receive notification to assist in avoiding escheatment of assets in your investment account to the State of Texas. The designated representative does not have any rights to your account. Please use the Texas Unclaimed Property link (https://claimittexas.org/) to access the Designation of Representative for Notice Request form which you may complete and return to us at ATTN: H0006-08K, 1 N. Jefferson Ave, St. Louis, MO 63103 or return by email at [email protected].
Tax reporting: We are required by federal law to report annually to you and to the Internal Revenue Service (IRS) on Form(s) 1099 interest income, dividend payments and sales proceeds including cost basis information for applicable transactions credited to your account.
3 4
SNAPSHOT Page 2 of 20
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Cash flow summary THIS PERIOD THIS YEAR
Opening value of cash and sweep balances $1,278.26
Income and distributions 161,683.57 1,608,704.01
Securities sold and redeemed 0.00 14,269,400.87
Net additions to cash $161,683.57 $15,878,104.88
Securities purchased -20,496.34 -16,025,048.98
Net subtractions from cash -$20,496.34 -$16,025,048.98
Closing value of cash and sweep balances $142,465.49
Income summary * THIS PERIOD THIS YEAR
TAXABLE Money market/sweep funds 678.61 7,652.95
Interest 140,508.62 1,458,937.77
Ordinary dividends and ST capital gains 20,496.34 121,179.10 Total taxable income $161,683.57 $1,587,769.82
Total federally tax-exempt income $0.00 $0.00
Total income $161,683.57 $1,587,769.82
* Certain distributions made in he current year are reported as prior year income according to IRS regulations. This may cause a difference between Cash Flow and Income Summary totals.
Gain/loss summary UNREALIZED THIS PERIOD REALIZED THIS YEAR REALIZED Short term (S) 924,360.82 0.00 0.00
Long term (L) 179,145.82 0.00 0.00
Total $1,103,506.64 $0.00 $0.00
SNAPSHOT
072 ANCA ANC9
5 SNAPSHOT Page 3 of 20
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Your Financial Advisor Client service information
WILLIAM GOMBERG 701 S PARKER STREET Client service: 800-266-6263 Phone: 714-497-1366 SUITE 2500 Website: www.wellsfargoadvisors.com ORANGE, CA 92868
Account profile
Full account name: CITY OF MALIBU
RUTH QUINTO
Account type: Brokerage Cash Services For your consideration Brokerage account number: Go paperless. Accessing your account documents online is easy, secure, and Brokerage Cash Services number: costs nothing. Sign on at wellsfargoadvisors.com, go to Portfolio and select Tax status: Non-Profit Statements & Docs, and then click on the Delivery Preferences link. Choose Investment objective/Risk tolerance:* CONSERVATIVE INCOME Paperless - All Docs or view your Delivery Settings details to select specific Time horizon:* INTERMEDIATE (3-5 YEARS) account documents for paperless delivery. If you do not have a Username and Liquidity needs:* MODERATE Password, visit wellsfargoadvisors.com/signup or call 1-877-879-2495 for Cost Basis Election: First in, First out enrollment assistance.
Sweep option: ALLSPRING GOVERNMENT MONEY
MARKET Document delivery status
*For more information, please visit us at: www.wellsfargoadvisors.com/disclosures Paper Electronic Statements: X Available funds Trade confirmations: X
Cash 0.00 Tax documents: X
Money market and sweep funds 142,465.49 Shareholder communications: X Available for loan 0.00 Other documents: X
Your total available funds $142,465.49
SNAPSHOT
072 ANCA ANC9
6
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Bond maturity schedule % OF
MATURING IN: AMOUNT MATURING CURRENT VALUE MATURING VALUE under 1 year 35,895,000.00 35,491,439.10 40.14
60,000,00 1 to 5 years 53,525,000.00 51,588,967.21 59.86 6 to 10 years 0.00 0.00 0.00
40,000,00 11 to 15 years 0.00 0.00 0.00
16 to 20 years 0.00 0.00 0.00
21 to 30 years 0.00 0.00 0.00
20,000,00 over 30 years 0.00 0.00 0.00
Total $89,420,000.00 $87,080,406.31 100.00%
0 under 1 1 - 5 6 - 10 11 - 15 16 - 20 21 - 30 Over 30
Years
Additional information
THIS PERIOD THIS YEAR THIS PERIOD THIS YEAR
Accrued interest on purchases 0.00 -78,256.65 Gross proceeds 0.00 14,269,400.87 Portfolio detail
Cash and Sweep Balances
Sweep Balances - You have the right, in the course of normal business operations, to withdraw balances in the Bank Deposit Sweep Program(s) or redeem shares of the money market mutual fund used in the sweep, subject to any open commitments in any of your accounts and have the proceeds returned to your accounts or remitted to you. The money market mutual funds in the sweep reserve the right to require one or more day's prior notice before permitting withdrawals.
Money Market Mutual Fund - Funds seek to preserve a value at $1.00 per share, but it is possible to lose money by investing in these funds. Investments in money market funds are not bank deposits and are not insured by the FDIC or any other government agency. They are instead covered by SIPC. Estimated Annual Yield on money market funds, when available, reflects the current estimated yield for the Interest Period dates displayed. For more complete information, including fees, expenses and risks, please request a prospectus from Your Financial Advisor.
% OF CURRENT EST MATED ESTIMATED CURRENT
DESCRIPTION ACCOUNT MARKET VALUE ANNUAL INCOME YIELD (%) ALLSPRING 0.15 142,465.49 6,952.00 4.88
GOVERNMENT MONEY MARKET
Interest Period 07/01/24 - 07/31/24
Total Cash and Sweep Balances 0.15 $142,465.49 $6,952.00 072 ANCA ANC9
Amount Maturing
7
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Fixed Income Securities
Corporate and municipal bonds and other fixed income securities are priced by a computerized pricing service or, for less actively traded issues, by utilizing a yield-based matrix system to arrive at an estimated market value.
Government Bonds
ESTIMATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ACCRUED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INTEREST INCOME YIELD (%) US TREASURY ^
NOTES
CPN 0.375% DUE 09/15/24
DTD 09/15/21 FC 03/15/22
Moody AAA
CUSIP 91282CCX7
Acquired 03/15/23 L 4.32 4,000,000 95.07 3,802,819.52 99.3840 3,975,360.00 172,540.48 5,665.76 15,000 0.37
US TREASURY
NOTES
CPN 2.250% DUE 10/31/24
DTD 10/31/17 FC 04/30/18
Moody AAA
CUSIP 9128283D0
Acquired 10/19/23 S 11.18 10,360,000 97.01 10,050,353.13 99.2350 10,280,746.00 230,392.87 58,908.42 233,100 2.26
US TREASURY
NOTES
CPN 4.250% DUE 12/31/24
DTD 01/03/23 FC 06/30/23
Moody AAA
CUSIP 91282CGD7
Acquired 10/02/23 S 4.65 4,290,000 98.88 4,242,319.62 99.6350 4,274,341.50 32,021.88 15,854.35 182,325 4.26
US TREASURY
NOTES
CPN 1.500% DUE 02/15/25
DTD 02/15/22 FC 08/15/22
Moody AAA
CUSIP 91282CDZ1
Acquired 08/09/23 S 5.56 5,215,000 95.21 4,965,249.23 98.1140 5,116,645.10 151,395.87 36,103.84 78,225 1.52 072 ANCA ANC9
8
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Fixed Income Securities
Government Bonds continued
ESTIMATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ACCRUED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INTEREST INCOME YIELD (%)
US TREASURY
NOTES
CPN 1.750% DUE 03/15/25
DTD 03/15/22 FC 09/15/22
Moody AAA
CUSIP 91282CED9
Acquired 03/15/23 L 4,000,000 96.35 3,854,194.52 3,922,200.00 68,005.48 Acquired 08/10/23 S 5,330,000 95.31 5,080,154.94 5,226,331.50 146,176.56 Total 9.95 9,330,000 $95.75 $8,934,349.46 98.0550 $9,148,531.50 $214,182.04 $61,671.80 $163,275 1.78
US TREASURY
NOTES
CPN 3.125% DUE 08/15/25
DTD 08/15/22 FC 02/15/23
Moody AAA
CUSIP 91282CFE6
Acquired 11/30/23 S 1.57 1,465,000 97.59 1,429,755.44 98.4240 1,441,911.60 12,156.16 21,129.81 45,781 3.17
US TREASURY
NOTES
CPN 3.500% DUE 09/15/25
DTD 09/15/22 FC 03/15/23
Moody AAA
CUSIP 91282CFK2
Acquired 03/15/23 L 4,000,000 99.85 3,994,132.00 3,949,840.00 -44,292.00 Acquired 08/09/23 S 15,120,000 97.78 14,785,075.41 14,930,395.20 145,319.79 Total 20.53 19,120,000 $18,779,207.4 98.7460 $18,880,235.20 $101,027.79 $252,768.48 $669,200 3.54 $98.21 1
US TREAS STRIPS 02/26
INTEREST PMT
DUE 02/15/26
DTD 02/15/96
Moody NR , S&P NR
CUSIP 912833LY4
Acquired 01/24/24 S 0.28 276,000 93.78 258,857.54 93.4780 257,999.28 -858.26 N/A N/A N/A
91.79 253,355.50
072 ANCA ANC9
9
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Fixed Income Securities
Government Bonds continued
ESTIMATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ACCRUED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INTEREST INCOME YIELD (%)
US TREASURY
NOTES
CPN 2.250% DUE 03/31/26
DTD 03/31/19 FC 09/30/19
Moody AAA
CUSIP 9128286L9
Acquired 03/15/23 L 4.20 4,000,000 96.38 3,855,382.00 96.5740 3,862,960.00 7,578.00 30,245.90 90,000 2.32
US TREASURY
NOTES
CPN 3.750% DUE 04/15/26
DTD 04/15/23 FC 10/15/23
Moody AAA
CUSIP 91282CGV7
Acquired 04/02/24 S 2.15 2,000,000 98.53 1,970,772.62 98.9640 1,979,280.00 8,507.38 22,131.15 75,000 3.78
US TREASURY
NOTES
CPN 0.750% DUE 08/31/26
DTD 08/31/21 FC 02/28/22
Moody AAA
CUSIP 91282CCW9
Acquired 03/15/23 L 4.05 4,000,000 91.07 3,643,007.00 93.0930 3,723,720.00 80,713.00 12,554.35 30,000 0.80
US TREASURY
NOTES
CPN 2.500% DUE 03/31/27
DTD 03/31/22 FC 09/30/22
Moody AAA
CUSIP 91282CEF4
Acquired 03/15/23 L 4.18 4,000,000 96.45 3,858,132.00 96.0270 3,841,080.00 -17,052.00 33,606.55 100,000 2.60
US TREASURY
NOTES
CPN 2.625% DUE 05/31/27
DTD 05/31/22 FC 11/30/22
Moody AAA
CUSIP 91282CET4
Acquired 03/21/24 S 2.35 2,245,000 95.32 2,139,978.18 96.1130 2,157,736.85 17,758.67 9,982.89 58,931 2.73 072 ANCA ANC9
10
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Fixed Income Securities
Government Bonds continued
ESTIMATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ACCRUED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INTEREST INCOME YIELD (%)
US TREASURY
NOTES
CPN 3.125% DUE 08/31/27
DTD 08/31/22 FC 02/28/23
Moody AAA
CUSIP 91282CFH9
Acquired 03/15/23 L 2.00 1,894,000 98.59 1,867,461.42 97.3120 1,843,089.28 -24,372.14 24,768.69 59,188 3.21
US TREASURY
NOTES
CPN 1.250% DUE 04/30/28
DTD 04/30/21 FC 10/31/21
Moody AAA
CUSIP 91282CBZ3
Acquired 04/02/24 S 2.94 2,985,000 88.91 2,654,128.14 90.4960 2,701,305.60 47,177.46 9,429.52 37,313 1.38
US TREASURY
NOTES
CPN 1.375% DUE 12/31/28
DTD 12/31/21 FC 06/30/22
Moody AAA
CUSIP 91282CDP3
Acquired 02/15/24 S 4.94 5,075,000 88.22 4,477,363.89 89.6050 4,547,453.75 70,089.86 6,067.93 69,781 1.53
US TREASURY
NOTES
CPN 2.875% DUE 04/30/29
DTD 04/30/22 FC 10/31/22
Moody AAA
CUSIP 91282CEM9
Acquired 04/30/24 S 1.62 1,565,000 92.50 1,447,763.07 95.3510 1,492,243.15 44,480.08 11,370.71 44,994 3.01 Total Government Bonds 86.47 81,820,000 $78,376,899.6 $79,524,638.81$1,147,739.14 $612,260.15 $1,952,113 2.45 7 $78,371,397.6
3 ^ Denotes bonds with a maturity date in the next 60 days. Please contact us for further investment opportunities or any assistance. 072 ANCA ANC9
11
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Fixed Income Securities
Certificates of Deposit
Long-term certificates of deposit (maturity beyond one year from date of issue) are priced using a market value pricing model.
ESTIMATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ACCRUED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INTEREST INCOME YIELD (%) CUSTOMERS BANK CD ^
WEST READING PA ACT/365
FDIC INSD
CPN 4.700% DUE 08/16/24
DTD 02/16/23 FC 08/16/23
CUSIP 23204HNC8
Acquired 02/09/23 L 0.27 250,000 100.00 250,000.00 99.9520 249,880.00 -120.00 5,376.03 11,750 4.70 MORGAN STANLEY BK NA CD ^
SOUTH JORDAN UT ACT/365
FDIC INSD
CPN 5.500% DUE 09/26/24
DTD 09/27/23 FC 09/26/24
CUSIP 61690DEM6
Acquired 09/20/23 S nc 0.27 250,000 100.00 250,000.00 100.0130 250,032.50 32.50 11,640.41 13,750 5.49 BANK OF BARODA CD ^
NEW YORK NY ACT/365
FDIC INSD
CPN 5.500% DUE 09/27/24
DTD 09/28/23 FC 09/27/24
CUSIP 06063HRH8
Acquired 09/20/23 S nc 0.27 250,000 100.00 250,000.00 100.0140 250,035.00 35.00 11,602.74 13,750 5.49
COMERICA BANK TEXAS CD
DALLAS TX ACT/365
FDIC INSD
CPN 5.250% DUE 09/30/24
DTD 03/30/23 FC 09/30/23
CUSIP 200339FB0
Acquired 03/20/23 L 0.27 250,000 100.00 250,000.00 99.9470 249,867.50 -132.50 4,422.95 13,125 5.25
BANK HAPOALIM BM NY CD
NEW YORK NY ACT/365
FDIC INSD
CPN 5.050% DUE 11/26/24
DTD 05/26/23 FC 11/26/23
CUSIP 06251A5N6
Acquired 05/18/23 L 0.27 250,000 100.00 250,000.00 99.9050 249,762.50 -237.50 2,317.47 12,625 5.05 072 ANCA ANC9
12
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Fixed Income Securities
Certificates of Deposit continued
ESTIMATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ACCRUED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INTEREST INCOME YIELD (%)
MANUF & TRADERS TR CO CD
BUFFALO NY ACT/365
FDIC INSD
CPN 4.900% DUE 12/09/24
DTD 12/07/22 FC 06/07/23
CUSIP 564759RJ9
Acquired 11/28/22 L 0.27 250,000 100.00 250,000.00 99.9130 249,782.50 -217.50 1,845.89 12,250 4.90
AMERICAN EXPR NATL BK CD
SALT LAKE CTY UT ACT/365
FDIC INSD
CPN 2.050% DUE 03/24/25
DTD 03/23/22 FC 09/23/22
CUSIP 02589ABV3
Acquired 03/17/22 L 0.21 200,000 100.00 200,000.00 98.1200 196,240.00 -3,760.00 1,471.50 4,100 2.08
ALLY BANK CD
BENSALEM PA ACT/365
FDIC INSD
CPN 5.250% DUE 03/24/25
DTD 03/23/23 FC 09/23/23
CUSIP 02007GM34
Acquired 03/14/23 L 0.27 250,000 100.00 250,000.00 100.1200 250,300.00 300.00 4,710.62 13,125 5.24
WELLS FARGO BANK NA CD
SIOUX FALLS SD ACT/365
FDIC INSD
CPN 4.900% DUE 05/23/25
DTD 05/23/23 FC 06/23/23
CUSIP 949764CT9
Acquired 05/18/23 L 0.27 250,000 100.00 250,000.00 99.9780 249,945.00 -55.00 302.05 12,250 4.90
BMO HARRIS BANK NA CD
CHICAGO IL ACT/365
FDIC INSD
CPN 4.850% DUE 05/27/25
DTD 05/24/23 FC 11/24/23
CUSIP 05600XQK9
Acquired 05/18/23 L 0.27 250,000 100.00 250,000.00 99.9090 249,772.50 -227.50 2,292.12 12,125 4.85 072 ANCA ANC9
13
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Fixed Income Securities
Certificates of Deposit continued
ESTIMATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ACCRUED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INTEREST INCOME YIELD (%)
AMERICAN COML BK & TR CD
OTTAWA IL ACT/365
FDIC INSD
CPN 5.000% DUE 06/06/25
DTD 12/06/23 FC 01/06/24
CUSIP 02519ACB1
Acquired 11/29/23 S 0.27 250,000 100.00 250,000.00 100.0790 250,197.50 197.50 890.41 12,500 4.99
BANK OF HOPE CD
LOS ANGELES CA ACT/365
FDIC INSD
CPN 4.400% DUE 07/14/25
DTD 01/12/24 FC 07/12/24
CUSIP 062683JQ1
Acquired 01/04/24 S 0.27 250,000 100.00 250,000.00 99.5620 248,905.00 -1,095.00 602.74 11,000 4.41
FLAGSTAR BANK NA CD
TROY MI ACT/365
FDIC INSD
CPN 4.600% DUE 08/11/25
DTD 01/10/24 FC 07/10/24
CUSIP 33847GBY7
Acquired 01/04/24 S 0.27 250,000 100.00 250,000.00 99.7650 249,412.50 -587.50 5,450.69 11,500 4.61
BMW BK N AMERICA CD
SALT LAKE CTY UT ACT/365
FDIC INSD
CPN 5.100% DUE 09/17/25
DTD 03/17/23 FC 09/17/23
CUSIP 05580AX58
Acquired 03/14/23 L 0.27 250,000 100.00 250,000.00 100.3050 250,762.50 762.50 4,785.62 12,750 5.08
STATE BANK OF INDIA CD
NEW YORK NY ACT/365
FDIC INSD
CPN 4.950% DUE 12/02/25
DTD 12/02/22 FC 06/02/23
CUSIP 856285V81
Acquired 11/28/22 L 0.27 250,000 100.00 250,000.00 100.2750 250,687.50 687.50 2,034.24 12,375 4.93 072 ANCA ANC9
14
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Fixed Income Securities
Certificates of Deposit continued
ESTIMATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ACCRUED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INTEREST INCOME YIELD (%)
SALLIE MAE BANK/SALT CD
SALT LAKE CTY UT ACT/365
FDIC INSD
CPN 4.750% DUE 12/15/25
DTD 12/13/23 FC 06/13/24
CUSIP 795451DG5
Acquired 12/07/23 S 0.27 250,000 100.00 250,000.00 100.0730 250,182.50 182.50 1,594.17 11,875 4.74
BANK OF AMERICA NA CD
CHARLOTTE NC ACT/365
FDIC INSD
CPN 4.950% DUE 01/05/26
DTD 07/03/24 FC 01/03/25
CUSIP 06051XFE7
Acquired 06/26/24 S 0.27 250,000 100.00 250,000.00 100.3760 250,940.00 940.00 983.22 12,375 4.93
COMENITY BANK CD
WILMINGTON DE ACT/365
JUMBO CD FDIC INSURED
CPN 2.000% DUE 03/18/26
DTD 03/18/22 FC 04/18/22
CUSIP 99000QQW7
Acquired 03/15/22 L 0.21 200,000 100.00 200,000.00 95.4285 190,857.00 -9,143.00 153.43 4,000 2.09
SYNCHRONY BANK CD
DRAPER UT ACT/365
FDIC INSD
CPN 5.000% DUE 03/24/26
DTD 03/24/23 FC 09/24/23
CUSIP 87165HX21
Acquired 03/14/23 L 0.27 250,000 100.00 250,000.00 100.5570 251,392.50 1,392.50 4,452.06 12,500 4.97
TEXAS EXCHANGE BK SSB CD
CROWLEY TX ACT/365
CALLABLE FDIC INSD
CPN 1.100% DUE 10/29/26
DTD 10/29/21 FC 11/29/21
CALL 08/29/24 @ 100.000
CUSIP 88241TMC1
Acquired 10/22/21 L 0.25 250,000 100.00 250,000.00 92.7840 231,960.00 -18,040.00 22.60 2,750 1.18 072 ANCA ANC9
15
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Fixed Income Securities
Certificates of Deposit continued
ESTIMATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ACCRUED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INTEREST INCOME YIELD (%)
DISCOVER BANK CD
GREENWOOD DE ACT/365
FDIC INSD
CPN 4.950% DUE 11/16/26
DTD 11/15/22 FC 05/15/23
CUSIP 254673Z66
Acquired 11/09/22 L 0.22 200,000 100.00 200,000.00 101.0140 202,028.00 2,028.00 2,115.61 9,900 4.90
UBS BANK USA CD
SALT LAKE CTY UT ACT/365
FDIC INSD
CPN 1.150% DUE 12/08/26
DTD 12/08/21 FC 01/08/22
CUSIP 90348JX96
Acquired 11/30/21 L 0.25 250,000 100.00 250,000.00 92.5860 231,465.00 -18,535.00 189.04 2,875 1.24
VALLEY NATL BK WAYNE CD
WAYNE NJ ACT/365
FDIC INSD
CPN 4.600% DUE 03/11/27
DTD 03/11/24 FC 09/11/24
CUSIP 919853KW0
Acquired 03/05/24 S 0.27 250,000 100.00 250,000.00 100.3120 250,780.00 780.00 4,505.48 11,500 4.58
BRADESCO BANK CD
CORAL GABLES FL ACT/365
FDIC INSD
CPN 4.500% DUE 03/22/27
DTD 03/21/24 FC 09/21/24
CUSIP 10421AAT4
Acquired 03/05/24 S 0.27 250,000 100.00 250,000.00 100.0870 250,217.50 217.50 4,099.31 11,250 4.49
BNY MELLON NA CD
NEW YORK NY ACT/365
FDIC INSD
CPN 4.600% DUE 06/01/27
DTD 05/29/24 FC 11/29/24
CUSIP 05584CP59
Acquired 05/23/24 S 0.27 250,000 100.00 250,000.00 100.4020 251,005.00 1,005.00 2,016.44 11,500 4.58 072 ANCA ANC9
16
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Fixed Income Securities
Certificates of Deposit continued
ESTIMATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ACCRUED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INTEREST INCOME YIELD (%)
EAGLEMARK SVGS BK CD
CARSON CTY NV ACT/365
FDIC INSD
CPN 4.700% DUE 07/02/27
DTD 07/03/24 FC 01/03/25
CUSIP 27004PFE8
Acquired 06/26/24 S 0.27 250,000 100.00 250,000.00 100.7080 251,770.00 1,770.00 933.56 11,750 4.66
CELTIC BANK CD
SALT LAKE CTY UT ACT/365
FDIC INSD
CPN 2.000% DUE 12/27/27
DTD 12/27/19 FC 01/27/20
CUSIP 15118RTH0
Acquired 12/09/19 L 0.25 250,000 100.00 250,000.00 92.5290 231,322.50 -18,677.50 68.50 5,000 2.16
BEAL BANK USA CD
LAS VEGAS NV ACT/365
FDIC INSD
CPN 4.700% DUE 05/30/29
DTD 06/05/24 FC 12/05/24
CUSIP 07371DR66
Acquired 05/23/24 S 0.28 250,000 100.00 250,000.00 101.9030 254,757.50 4,757.50 1,834.93 11,750 4.61
BEAL BANK - PLANO TX CD
PLANO TX ACT/365
FDIC INSD
CPN 4.700% DUE 05/30/29
DTD 06/05/24 FC 12/05/24
CUSIP 07371BVU2
Acquired 05/23/24 S 0.28 250,000 100.00 250,000.00 101.9030 254,757.50 4,757.50 1,834.93 11,750 4.61
MORGAN STANLEY PVT BK CD
PURCHASE NY ACT/365
FDIC INSD
CPN 4.650% DUE 05/30/29
DTD 05/30/24 FC 11/30/24
CUSIP 61768E4J9
Acquired 05/23/24 S 0.28 250,000 100.00 250,000.00 101.6540 254,135.00 4,135.00 2,006.51 11,625 4.57 072 ANCA ANC9
17
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Fixed Income Securities
Certificates of Deposit continued
ESTIMATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ACCRUED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INTEREST INCOME YIELD (%)
TOYOTA FINL SGS BK CD
HENDERSON NV ACT/365
FDIC INSD
CPN 4.500% DUE 06/28/29
DTD 06/28/24 FC 12/28/24
CUSIP 89235MPR6
Acquired 06/26/24 S 0.27 250,000 100.00 250,000.00 101.0460 252,615.00 2,615.00 1,047.94 11,250 4.45 Total Certificates of Deposit 8.22 7,600,000 $7,600,000.00 $7,555,767.50 -$44,232.50 $87,603.21 $332,625 4.40 Total Fixed Income Securities 94.68 $85,976,899.6 $87,080,406.31$1,103,506.64 $699,863.36 $2,284,738 2.62 7 $85,971,397.6
3 ^ Denotes Certificate of Deposit with a maturity date in the next 60 days. Please contact us for further investment opportunities or any assistance. nc Cost information for this tax lot is not covered by IRS reporting requirements. Unless indicated, cost for all other lots will be reported to the IRS.
Mutual Funds
If a portion of your fund position was converted, the 'Client Investment' value may include reinvestments from previously held positions.
Open End Mutual Funds
Open End Mutual Fund shares are priced at net asset value. Estimated Annual Income and Yield refer to Dividends and Interest Income only, and typically do not reflect Total return.
EST MATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INCOME YIELD (%)
FIDELITY FUNDS
FIDELITY TREASURY ONLY
PORT INSTL CLASS SHS
FRSXX
On Reinvestment
Acquired 03/17/23 L nc 4,338,121.57000 1.00 4,338,121.57 4,338,121.57 0.00 Acquired 05/23/24 S nc 111,317.64000 1.00 111,317.64 111,317.64 0.00 Reinvestments L nc 57,547.30000 1.00 57,547.30 57,547.30 0.00 Reinvestments S nc 242,525.58000 1.00 242,525.58 242,525.58 0.00 072 ANCA ANC9
18
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Mutual Funds
Open End Mutual Funds continued
EST MATED
% OF ADJ PRICE/ ADJ COST/ CURRENT CURRENT UNREALIZED ANNUAL ANNUAL DESCRIPTION ACCOUNT QUANTITY ORIG PRICE ORIG COST PRICE MARKET VALUE GAIN/LOSS INCOME YIELD (%) Total 5.16 4,749,512.09000 $1.00 $4,749,512.09 1.0000 $4,749,512.09 $0.00 $244,600 5.15 Client Investment (Excluding Reinvestments) $4,449,439.21 Gain/Loss on Client Investment (Including Reinvestments) $300,072.88 Total Open End Mutual Funds 5.16 $4,749,512.09 $4,749,512.09 $0.00 $244,600 5.15 Total Mutual Funds 5.16 $4,749,512.09 $4,749,512.09 $0.00 $244,600 5.15 nc Cost information for this tax lot is not covered by IRS reporting requirements. Unless indicated, cost for all other lots will be reported to the IRS.
Activity detail
Income and distributions
DATE ACCOUNT TYPE TRANSACTION QUANTITY DESCRIPTION PRICE AMOUNT 07/01 Cash DIVIDEND FIDELITY FUNDS 20,496.34
FIDELITY TREASURY ONLY
PORT INSTL CLASS SHS
062824 4,729,015.75000
AS OF 6/28/24
07/01 Cash INTEREST US TREASURY 91,162.50
NOTES
CPN 4.250% DUE 12/31/24
DTD 01/03/23 FC 06/30/23
063024 4,290,000
AS OF 6/30/24
CUSIP 91282CGD7
07/01 Cash INTEREST US TREASURY 34,890.63
NOTES
CPN 1.375% DUE 12/31/28
DTD 12/31/21 FC 06/30/22
063024 5,075,000
AS OF 6/30/24
CUSIP 91282CDP3
072 ANCA ANC9
19
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Activity detail continued
Income and distributions
DATE ACCOUNT TYPE TRANSACTION QUANTITY DESCRIPTION PRICE AMOUNT 07/08 Cash INTEREST AMERICAN COML BK & TR CD 1,027.40
OTTAWA IL ACT/365
FDIC INSD
CPN 5.000% DUE 06/06/25
DTD 12/06/23 FC 01/06/24
070624 250,000
AS OF 7/06/24
CUSIP 02519ACB1
07/08 Cash INTEREST UBS BANK USA CD 236.30
SALT LAKE CTY UT ACT/365
FDIC INSD
CPN 1.150% DUE 12/08/26
DTD 12/08/21 FC 01/08/22
070824 250,000
CUSIP 90348JX96
07/10 Cash INTEREST FLAGSTAR BANK NA CD 5,734.25
TROY MI ACT/365
FDIC INSD
CPN 4.600% DUE 08/11/25
DTD 01/10/24 FC 07/10/24
071024 250,000
CUSIP 33847GBY7
07/12 Cash INTEREST BANK OF HOPE CD 5,484.93
LOS ANGELES CA ACT/365
FDIC INSD
CPN 4.400% DUE 07/14/25
DTD 01/12/24 FC 07/12/24
071224 250,000
CUSIP 062683JQ1
07/18 Cash INTEREST COMENITY BANK CD 328.77
WILMINGTON DE ACT/365
JUMBO CD FDIC INSURED
CPN 2.000% DUE 03/18/26
DTD 03/18/22 FC 04/18/22
071824 200,000
CUSIP 99000QQW7
072 ANCA ANC9
20
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Activity detail continued
Income and distributions
DATE ACCOUNT TYPE TRANSACTION QUANTITY DESCRIPTION PRICE AMOUNT 07/23 Cash INTEREST WELLS FARGO BANK NA CD 1,006.85
SIOUX FALLS SD ACT/365
FDIC INSD
CPN 4.900% DUE 05/23/25
DTD 05/23/23 FC 06/23/23
072324 250,000
CUSIP 949764CT9
07/29 Cash INTEREST CELTIC BANK CD 410.96
SALT LAKE CTY UT ACT/365
FDIC INSD
CPN 2.000% DUE 12/27/27
DTD 12/27/19 FC 01/27/20
072724 250,000
AS OF 7/27/24
CUSIP 15118RTH0
07/29 Cash INTEREST TEXAS EXCHANGE BK SSB CD 226.03
CROWLEY TX ACT/365
CALLABLE FDIC INSD
CPN 1.100% DUE 10/29/26
DTD 10/29/21 FC 11/29/21
072924 250,000
CUSIP 88241TMC1
07/31 Cash DIVIDEND ALLSPRING 678.61
GOVERNMENT MONEY MARKET
SWEEP CLASS
073124 141,786
Total Income and distributions: $161,683.57
Securities purchased
DATE ACCOUNT TYPE TRANSACTION QUANTITY DESCRIPTION PRICE AMOUNT 07/01 Cash REINVEST DIV 20,496.34000 FIDELITY FUNDS -20,496.34
FIDELITY TREASURY ONLY
PORT INSTL CLASS SHS
REINVEST AT 1.000
Total Securities purchased: -$20,496.34
072 ANCA ANC9
21
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Cash sweep activity
Our Cash Sweep program allows you to earn a return on the idle cash balances in your account by automatically investing such balances into one of our cash sweep options. These 'sweep transactions' may represent a net amount for the day and occur on settlement date. The following section displays transfers into and out of your sweep option. Transactions displayed here are Transfer To, Transfer From and Reinvested Dividends and Interest. These transaction amounts are not included in your cash flow summary.
DATE TRANSACTION DESCRIPTION AMOUNT DATE TRANSACTION DESCRIPTION AMOUNT 07/01 BEGINNING BALANCE 501,044.70 07/15 TRANSFER TO ALLSPRING 5,484.93
GOVERNMENT MONEY MARKET
07/01 TRANSFER TO ALLSPRING 233.56 07/19 TRANSFER TO ALLSPRING 328.77
GOVERNMENT MONEY MARKET GOVERNMENT MONEY MARKET
07/02 TRANSFER TO ALLSPRING 126,053.13 07/24 TRANSFER TO ALLSPRING 1,006.85
GOVERNMENT MONEY MARKET GOVERNMENT MONEY MARKET
07/03 TRANSFER FROM ALLSPRING -500,000.00 07/30 TRANSFER TO ALLSPRING 636.99
GOVERNMENT MONEY MARKET GOVERNMENT MONEY MARKET
07/09 TRANSFER TO ALLSPRING 1,263.70 07/31 REINVEST DIV ALLSPRING 678.61
GOVERNMENT MONEY MARKET GOVERNMENT MONEY MARKET
07/11 TRANSFER TO ALLSPRING 5,734.25 07/31 ENDING BALANCE 142,465.49
GOVERNMENT MONEY MARKET
Bank Deposits Through Teller July 1 - July 31
Wells Fargo Bank, N.A. (Member FDIC) Account number Questions? Call us at 1-800-266-6263 Deposits made in a bank branch on the last business day of the month will typically appear on your next statement.
DATE TRANSACTION DESCRIPTION AMOUNT BANK BALANCE
07/01 BEGINNING BALANCE $0.00
072 ANCA ANC9
22
CITY OF MALIBU
RUTH QUINTO
JULY 1, 2024 - JULY 31, 2024
ACCOUNT NUMBER:
Bank Deposits Through Teller continued
DATE TRANSACTION DESCRIPTION AMOUNT BANK BALANCE
07/31 ENDING BALANCE $0.00
Specific instructions and disclosures
Available funds
"Available for loan" reflects the approximate amount available as of the statement period ending date and should be reduced by any pending checks and Visa charges not yet cleared. This amount is the approximate amount available for withdrawal and loans. A margin loan is a variable rate loan secured by your account.
Income on non-reportable accounts
Your income summary is categorized into taxable and tax-exempt income based upon the securities that you hold. Please be aware that, since this is a 1099 non-reportable account, this income will NOT be reported to the IRS, but is being provided to you for informational purposes only.
Callable Securities
Securities that are subject to a partial call will be selected by an impartial lottery process in which the probability of your securities being selected for redemption is proportional to the holdings of all shareholders of such securities held in street name. If a security is called prior to maturity it may affect the yield you receive. Additional information is available at www.wellsfargoadvisors.com under Legal Disclosures or the written procedures are available upon request.
Cost basis - To add or update information or modify your reporting options, please contact Your Financial Advisor.
This statement presents estimated unrealized or realized gains or losses for your information only. If acquisition or other information is not available, the gain/loss information may not be displayed and section and summary totals may not reflect your complete portfolio. Cost basis information is not verified by WFCS or Wells Fargo Advisors Financial Network and should not be relied upon for legal or tax purposes. Revisions to this information (due to corporate mergers, tenders and other reorganizations) may be required from time to time.
Cost basis for factored bonds (GNMA, CMO, etc.) will be adjusted for paydown of principal. Systematic investments in mutual funds and reinvested dividends for mutual funds and stocks have been consolidated for each position. Unit cost data for systematic investments and dividend reinvestment securities is provided for informational purposes only and is a non-weighted average.
Your account statement should not be used for tax preparation without assistance from your tax consultant. We do not report capital gains or losses for non-covered securities to he IRS.
Cost basis options
Unless specific tax lots are selected at trade time, sales of tax lots will occur using the cost basis election reflected in the Account profile section.
Estimated accrued interest on Fixed Income securities
Estimated accrued interest is included in the Portfolio summary as a convenience to you and represents the estimated portion of he interest that would be received upon the sale of he Fixed Income posi ions in your account, calculated from the date of the last coupon (or dated date) through the date of the account statement, based upon information provided by the issuer. This is not a guarantee that this amount will be realized in your account. Actual income will be based upon the payout schedule of the securities held in your account. If you own a Foreign Fixed Income security, and it is denominated in a foreign currency, the Estimated accrued interest will not be accurate. 072 ANCA ANC9
23 Attachment 2
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44
Agenda Item # 3.B.11.
Council Agenda Report
To: Mayor Doug Stewart and the Honorable Members of the City Council Prepared by: Mario Reyna, Information Systems Manager
Reviewed by: Joseph D. Toney, Assistant City Manager
Approved by: Steve McClary, City Manager
Date prepared: August 5, 2024 Meeting date: August 26, 2024 Subject: Disposal of Surplus Property – Wide Format Printer RECOMMENDED ACTION: Approve the disposal of surplus City equipment.
FISCAL IMPACT: No additional appropriation is required. Revenue will be credited to Information Systems – Computer Equipment (602-7060-7400). The item is valued at more than $500.
STRATEGIC PRIORITY: This item was not included in the Adopted FY 2023-24 Strategic Priority Project List. Staff continue to work on ongoing projects and normal business while the FY 2024-25 Strategic Priority Plan is finalized. At the Council’s direction, this project can be brought back at a future Strategic Planning meeting for prioritization.
DISCUSSION: Municipal Code (MC) 2.56.180-Disposal of personal property, requires the City Council to authorize disposal for items with a value of more than $500, that no longer have a use by the City or are obsolete.
The City Clerk originally acquired document scanning equipment in 2011, which was later transferred to Public Works and used as a large format scanner until 2019. Due to the high demand for improved document quality and the need to scan in color, newer equipment was acquired. As a result, there is no space to accommodate the obsolete equipment. In line with MC 2.56.180, since there is no reasonable City use for the item listed below, it will be listed in a public auction as surplus property. • Wide Format Printer - KIP 7100, s/n 12403509
ATTACHMENT: Council Policy #39
City Council Meeting
08-26-24
Item
3.B.11.
1 2
Attachment 1
3
Council Agenda Report
To: Mayor Stewart and Honorable Members of the City Council Prepared by: Tyler Eaton, Senior Planner
Reviewed by: Salvador Lopez, Interim Assistant Planning Director Approved by: Steve McClary, City Manager
Date prepared: July 31, 2024 Meeting date: August 26, 2024 Subject: Appeal of Planning Commission Resolution No. 24-009 regarding Coastal Development Permit No. 20-068, Site Plan Review No. 21-009, and Demolition Permit No. 20-028 – An application to demolish an existing single-family residence and construct a new single-family residence, second unit and associated development (6734 Zumirez Drive; Owner/Appellant: IBN Properties, LLC)
RECOMMENDED ACTION: Adopt Resolution No. 24-24 (Exhibit A) determining the project is categorically exempt from the California Environmental Quality Act (CEQA), and approving Appeal No. 24-001 (Exhibit B), approving Coastal Development Permit (CDP) No. 20-068 and Demolition Permit (DP) No. 20-028 for the demolition of an existing singlefamily residence and construction of a new 5,860 square foot single-family residence, 986 square foot basement, 510 square foot attached garage, 462 square foot detached garage, 471 square foot detached second unit, swimming pool, two spas, onsite wastewater treatment system (OWTS) and associated development; including Site Plan Review (SPR) No. 21-009 for construction up to 24 feet in height for a flat roof, located in the Rural Residential, One-Acre (RR-1) zoning district at 6734 Zumirez Drive (IBN Properties, LLC).
FISCAL IMPACT: There is no fiscal impact associated with the recommended action.
STRATEGIC PRIORITY: This item is part of the day-to-day operations identified in the Adopted FY 2023-24 Strategic Priority Project List. Staff continue to work on ongoing projects and normal business while the FY 2024-25 Strategic Priority Plan is finalized.
City Council Meeting
08-26-24
Item
4.A.
1
DISCUSSION: The matter is an appeal of the Planning Commission denial of CDP No. 20- 068, an application for a proposed two-story, single-family residence and other associated development (Exhibit D – Project Plans). This agenda report provides a project overview, summary of the previous meetings, a summary of project setting and surrounding land uses, a description of the project scope, an analysis of the project’s consistency with applicable provisions of the Malibu Local Coastal Program (LCP) and Malibu Municipal Code (MMC), and environmental review pursuant to CEQA. The analysis and findings contained herein demonstrate the project is consistent with the LCP and MMC.
APPEAL TO THE CITY COUNCIL
The Appellant alleges the findings are not supported by evidence, that the decision is not supported by the findings, that there was a lack of a fair or impartial hearing, and that the decision was contrary to law. The Appellant’s specific arguments are summarized below in italics using phrases taken from the appeal document. The full text of the appeal document can be found in Exhibit B.
APPEAL ITEM 1: The Appellant states, “The City's resolution provides no facts, rationale, statements, or other reasoning for recommending project denial. The maker of the motion, Commissioner John Mazza, despite being urged several times by the other Commissioners and the City Attorney, insisted that the motion be a general denial, unsupported by any specific facts or reasoning offered in support of the motion/decision.
It is crucial to note that the Commission did not provide or reference any facts or substantial evidence to support the findings necessary to justify the denial under LIP section 13.9.”
Staff Response: As the evidence supports the required findings, Staff recommends the appeal be granted and the project be approved as further discussed below. While the Planning Commission raised some issues of concern, Staff’s opinion is that the evidence supports the findings and is consistent with the City’s past application of the applicable provisions of the LIP.
APPEAL ITEM 2: The Appellant states that “The denial by the Planning Commission appears to be an overt filibuster, intentionally designed to cause delays and confusion in the application process with clear evidence of these biases provided in the public records act request results from December 6th, 2023. The applicant raised concerns through their attorney about bias and a potential violation of substantive and procedural due process rights under both State and Federal Constitutions before the hearing. The Commission's actions during the hearing manifested the applicants' worst fears, as many of the comments by the Commissioners were clearly geared towards obstructing the applicant's path to approval. Commissioner Mazza went so far as to suggest that the house be redesigned by moving it further West 15 ft., although there was no basis in code for doing so. This is exactly what the neighbor’s representatives suggested to the applicant’s attorney as a settlement for Ms. Janet Friesen to drop their opposition. It is obvious to the 2
applicant that certain members of the Commission are coordinating with Ms. Friesen and abusing their position of authority on the planning commission to do the bidding of the opposing neighbor.”
Staff Response: Every applicant is entitled to a fair hearing before an unbiased decisionmaker that has not pre-judged the matter. The standard for “bias” is “an unacceptable probability of actual bias” proven by “concrete facts,” not implied from the circumstances.
The constitutional threshold is reached when such “probability of bias” is “too high to be constitutionally tolerable.” While issues of concern were raised by the Appellant, concrete facts are required. The Appellant was granted a fair hearing and was provided notice and an opportunity to be heard. In addition, the City Council’s review of the proposed project is de novo and no deference is owed to the decision and actions of the Planning Commission.
As a result, any concerns raised by the appeal would be cured by the action of the City Council on the appeal.
Project Overview
The existing single-family residence was constructed in 1949 according to the Los Angeles County Assessor. The subject application proposes to demolish the existing single-family residence and construct a new single-family residence and associated development including a new detached garage and detached second unit. The project plans are included as Exhibit D.
Previous Public Hearings
At the March 6, 2023 Planning Commission meeting, the Commission considered the subject item. At the time, a Commissioner recused himself which left four Commissioners to decide on the item. Multiple motions were made at the meeting with no majority vote reaching a decision. The first motion was to continue the item to a date uncertain and failed with a 2-2 split. The second motion was to deny the project, which also failed with a 2-2 split. The third motion was to approve the project, which also failed with a 2-2 split vote. A fourth motion was made to recess the meeting which did not receive a second. A fifth motion was made to direct staff to bring the item to the City Council after the deadlocked voting so that the applicant could get a decision on the project. The fifth motion was carried with a 4-0 vote.
Revised plans were received on the day of the March 6, 2023 Planning Commission meeting that differ from what was presented to the Commission at the meeting. Staff had not reviewed those plans prior to the start of that meeting but the applicant included them as part of their presentation. The plans include a reduction in the proposed total development square footage (TDSF), eliminating an area that potentially blocked unprotected views from neighboring properties. The plans are provided as Exhibit D and represent the proposed project before the Council. The story poles have since been revised to reflect the proposed changes. The two northerly neighbors who were originally 3
opposed to the project have now submitted correspondence in support of the revised project (Exhibit F). While these revised plans were proposed to the Planning Commission, they were not evaluated by staff in its report for the March 6, 2023, hearing.
On October 23, 2023, the City Council heard the item. At the time, the Council decided to remand the item to the Planning Commission to consider the revised project.
Consequently, the item was sent back to the Planning Commission for a decision.
On December 18, 2023, the Planning Commission considered the revised project which is the proposed project reflected in Exhibit D. One Planning Commissioner recused himself for the same reason he recused himself at the March 6, 2023 Planning Commission meeting. After deliberation on the project components, the remaining four members of the Planning Commission first voted on a motion to approve the project as staff had recommended with a couple added conditions regarding archaeological monitoring and a sound wall on the proposed pool deck to mitigate noise for the neighbors. That motion failed with a 2-2 vote. A second motion was made by the Commission to deny the project (Exhibit C) with two votes for denial, one against the denial motion, and one abstaining.
The main topics of concern discussed during the March 6, 2023 Planning Commission meeting include: 1) whether the project is within a stream Environmentally Sensitive Habitat Area (ESHA) buffer; 2) if the project is subject to the bluff top requirements of LCP Local Implementation Plan (LIP) Chapter 10; 3) if the project is being constructed on slopes steeper than 25 percent, which are protected in Point Dume under LIP Chapter 4; 4) if the project impacts scenic views from a public beach; and 5) if the project obstructs documented primary view determinations held by nearby properties. A resolution for denial was formally issued by the Planning Commission on February 5, 2024. The Planning Commission denial resolution was based on discussion of the various topics described above. Analysis on these topics is included below.
Potential Stream/ESHA Impacts
Correspondence from Jaime Harnish
On February 16, 2023, Mr. Jaime Harnish, owner representative for both the Zicklins and the neighbors at 6744 Zumirez Drive, submitted correspondence regarding a potential stream with riparian habitat on the eastern side of the property (Exhibit F). The subject property is in Point Dume. LIP Section 4.6.1(A) states that “[n]ew development shall provide a buffer of no less than 100 feet in width from the outer edge of the canopy of riparian vegetation. Where riparian vegetation is not present, the buffer shall be measured from the outer edge of the bank of the subject stream. However, in the Point Dume area, new development shall be designed to avoid encroachment on slopes of 25 percent grade or steeper.” As stated, the LCP addresses streams differently in Point Dume versus other parts of the City. Instead of a 100-foot stream ESHA buffer, the LCP restricts development to locations where slopes are equal to or flatter than 4 to 1. The proposed project avoids 4 to 1 slopes or steeper, which is evident on the applicant’s stamped color-coded slope 4
analysis and geology reports submitted for the project. As a result, the proposed development is consistent with applicable ESHA requirements.
The applicant’s original slope analysis showed that the project complied with the ESHA requirements of Point Dume, avoiding 25 percent slopes. However, staff verification identified areas where the slope analysis showing slopes less than 25 percent may actually have been steeper than described. The applicant provided a subsequent slope analysis (Exhibit D) which demonstrated that the area in question, where the pool is proposed to be located, was less than 25 percent in steepness. The applicant attributes the anomaly in the original slope analysis to existing vegetation affecting the measurement of the slope.
Potential Impacts to Scenic Public Views
Mr. Harnish also argued that the project will have public scenic impacts because the project site is visible from the beach. LIP Section 6.5(A) requires that development be designed to minimize scenic impacts to public viewing areas by siting the development on the least visible portions of the property and requiring that designs blend into the natural hillside setting. The proposed development will be visible from the beach1, but Staff does not expect the proposed development will have a significant impact on views from the beach.
Views from Paradise Cove Beach of the Santa Monica Mountains or other scenic resources are not projected to be impacted as seen in staff’s site visit to the beach. The proposed development is also surrounded by mature vegetation and other surrounding development and, therefore, will be mostly visually screened and will blend in with the surrounding built environment.
View Corridor
In June of 2022, staff received an email from a nearby resident regarding the project’s potential for scenic view impacts (Exhibit F). Specifically, the resident was concerned with potential view corridor requirements. Zumirez Drive is not an LCP-designated scenic road and, as such, development along the road has not traditionally required a view corridor.
However, LCP Local Implementation Plan (LIP) Section 6.5(E) states that “New development on parcels located on the ocean side of public roads, including but not limited to, Pacific Coast Highway, Malibu Road, Broad Beach Road, Birdview Avenue, Cliffside Drive shall protect public ocean views.” As a result, staff asked the applicant to demonstrate that a view corridor would not provide a view of the ocean and thus that a public ocean view would not be protected by a view corridor. The applicant provided a view corridor exhibit (Exhibit G) which shows that the Paradise Cove mobile home park, with existing development, is situated at approximately the same elevation as the subject parcel and is aligned in such a way that a view corridor, as defined in LIP Section 6.5(E)(2), would not provide views of the Pacific Ocean (Figure 1). The ocean is visible from the parcel but 1 Further discussion regarding this issue is included in the discussion of the scenic resource findings. 5
only diagonally across the parcel; such a view would not be protected by a view corridor as no view of the ocean would exist through such a corridor. The LIP requires that a view corridor be a contiguous, straight corridor running along one side of the property. The applicant demonstrated that such corridor would only provide views of the Paradise Cove mobile home park and not the Pacific Ocean.
Figure 1 – Applicant’s View Corridor Exhibit
Source: Applicant’s Exhibit
Blufftop Requirements of LIP Chapter 10
The Planning Commission evaluated whether the project met the blufftop requirements of LIP Chapter 10, specifically LIP Section 10.4(D) which requires “In no case shall development be set back (from a bluff) less than 100 feet. This distance may be reduced to 50 feet if the City geotechnical staff determines that either of the conditions below can be met with a lesser setback.” LIP Chapter 10 applies to projects that are located on or along the shoreline, a coastal bluff or bluff-top fronting the shoreline. The LIP provides multiple definitions related to bluffs, including:
“BLUFF EDGE - For coastal and canyon bluffs, the bluff edge shall be defined as the upper termination of a bluff, cliff, or seacliff. In cases where the top edge of the cliff is rounded away from the face of the cliff as a result of erosional processes related to the presence of the steep cliff, the bluff edge shall be defined as that point nearest the cliff beyond which the downward gradient of the surface increases more or less continuously until it reaches the general gradient of the cliff. In a case where there is a steplike feature at the top of the cliff face, the landward edge of the topmost riser shall be taken to be the bluff edge. Where a coastal bluff curves landward to become a canyon bluff, the termini of the coastal bluff edge, shall be defined as a point reached by bisecting the angle formed by a line coinciding with the general trend of the coastal bluff line along the seaward face of the bluff, and a line coinciding with the general trend of the bluff line along the canyon facing portion of the bluff. 6
Five hundred feet (500′) shall be the minimum length of bluff line or edge to be used in making these determinations.
CLIFF - any high, very steep to perpendicular or overhanging face of rock, a precipice.
COASTAL BLUFF - a high bank or bold headland, ten feet (10′) or more in vertical extent, with a broad, precipitous, sometimes rounded cliff face overlooking a body of water.”
The common theme between the existing definitions is that a bluff is comprised of a “cliff” or “precipice”. The slope along the rear of the subject property to the east is not a cliff or precipice. The slope is gradual (approximately 150 feet wide) from the building pad where the existing single-family resides, from slopes flatter than 4:1 at the west descending to 2:1 slopes at the toe of the hillside forming a canyon. Planning staff and the City’s geotechnical consultant reviewers analyzed the slope analysis and geotechnical reports provided by the applicant and determined that the area in question, within the property boundaries due east of the proposed development, is a canyon slope and not a bluff. A coastal bluff exists near the subject parcel on a nearby lot, approximately 220 feet to the south of the parcel and approximately 350 feet away from the proposed residence (Figure 2). This determination is consistent with past City practice, specifically regarding the singlefamily residence two parcels to the north at 6716 Zumirez Drive, approved by the City under CDP No. 05-098. The City did not require that development to meet a blufftop setback along the same slope. Additionally, findings pursuant to LIP Chapter 10 were not made in the approval of CDP No. 05-098.
Figure 2 – Bluff Setback Exhibit
Source: Google Earth
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Primary View Determinations and Neighbor Concerns
Primary View Determinations (PVDs) were found within a 1,000-foot radius of the site but the proposed project is not expected to impact any protected views from the documented PVDs. Staff received concerns from two neighbors in July of 2022. The concerns voiced by the neighbors are described as follows:
Correspondence from the Zicklins
The Zicklins provided an email and letter (Exhibit F) raising concerns with the project as well as potential view impacts. The photos that the Zicklins initially provided in July 2022 appeared to have been taken from down the slope and not from the residence’s documented PVD (Exhibit H). It seemed the concern identified from these photos was primarily about the proposed pool deck, designed not to exceed 18 feet in height (including 42-inch-tall railing). Even from this line-of-sight, the portion of the development above 18 feet in height would not be obstructing ocean views. However, the deck does not exceed a height of 18 feet and therefore, it is not subject to the site plan review.
Figure 3 - Photo from the Zicklins
Source: Zicklin Correspondence, September 2022
The Zicklins are also concerned about future lights on the deck and deck furniture such as umbrellas, and movie screens. The property will be conditioned, and will be required to record a deed restriction, to comply with the City’s Dark Sky Ordinance. String lights are 8
only allowed in occupied dining areas while the space is used pursuant to MMC Chapter
17.41. Staff has previously applied building height requirements to furniture on rooftop decks. However, to avoid any confusion, staff added Condition No. 97 to Resolution No. 23-11 restricting furniture and attachments on the deck not to exceed a height of 18 feet as measured from adjacent grade.
The letter also raises concerns with noise generated from potential future parties on the proposed deck. Any event held at the property with 100 people or more would require a Special Event Permit with the City, and so would an event that occurred if the property were rented out even if it was less than 100 people. Special Event Permits are limited to four per year and have conditions applied to them that limit noise and other public nuisances. Additionally, the property will have to comply with MMC Chapter 8.24 which is the City’s Noise Ordinance.
Lastly, the Zicklins contend that the slope along the rear of the subject property qualifies as a bluff and the proposed development is too close to the top of the bluff and ESHA. As mentioned previously, planning staff reviewed the project’s geotechnical reports with City geotechnical consultant reviewers and determined that the area of concern, the eastern facing down-sloping portion of the property, is not considered either a coastal or canyon bluff and therefore the bluff setback requirement does not apply. The project was reviewed for geologic integrity and was deemed to be in compliance with the City’s standards. In terms of ESHA, the subject property is within Point Dume and ESHA within Point Dume is addressed in the LIP by restricting construction on slopes that are 25 percent or steeper, other known as 4 to 1 and steeper. The proposed project avoids these slopes as shown in the applicant’s slope analysis and as described above.
Since the March 6, 2023 Planning Commission meeting, the Zicklins have submitted a letter of support for the revised project since it was redesigned to avoid their view.
Correspondence from Ryan Levis
Mr. Levis represents the owner of 6728 Zumirez Drive who is also concerned about potential view impacts. In December of 2022, staff documented a PVD (Exhibit I) for this property in response to the proposed development. A portion of the bluewater view will be obstructed by the proposed residence and deck. Figure 3 below includes the photo that shows the view obstruction. However, this portion of the residence and deck is under 18 feet in height and is not subject to the requested site plan review. The portion of the residence over 18 feet in height will not obstruct any bluewater views from the neighbor’s documented PVD. Pursuant to MMC Section 17.40.040(A)(17), the primary view corridor shall exclude the first 18 feet of the proposed building height as measured from the existing natural grade or finish grade whichever results in a lower building height. 9
Figure 4 – Photo Documented in PVD No. 23-001
Source: PVD No. 23-001
Mr. Levis also pointed out that the proposed development is not in keeping with other development along the same side of the street in terms of siting the development away from the slope. His solution is to re-site the proposed development 35 feet closer to the street in order to keep it in line with the existing development on the same side of the street. The project conforms to the LCP and MMC. There are no provisions in the code that would require the proposed development to be in line with other development on the same side of the street. Neighboring properties along the hillside are as close or closer to the top of the hillside than the proposed development. Some existing residences will be slightly setback from the furthest point of the proposed development but the redesigned project eliminated contentious areas of the home within those neighboring viewsheds. As such, he proposed development is consistent with siting and design of other homes in the immediate neighborhood.
Since the March 6, 2023 Planning Commission meeting, a new owner has purchased the property and submitted a letter of support for the project since it was redesigned to avoid their view.
Surrounding Land Uses and Project Settings
The subject property is located in the Point Dume neighborhood, south of Pacific Coast Highway (PCH) and on the east side of Zumirez Drive (Figure 4). The parcel is currently developed with a two-story single-family residence and detached garage. Properties in the vicinity of the subject property are zoned RR-1 and are developed with one and two-story single-family residences and accessory structures such as swimming pools, second units/guest houses, and detached garages.
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Figure 5 – Aerial Photograph
Source: Malibu City GIS 2023
The subject property lies within the Appealable Jurisdiction of the California Coastal Commission as depicted on the Post-Local Coastal Program Certification Permit and Appeal Jurisdiction Map. The project area is not designated ESHA as shown on the LCP ESHA Overlay Map. According to the LCP Park Lands Map, no trails are located within the project vicinity. The parcel is visible from Paradise Cove Beach on the easterly side of the property.
Table 1 provides a summary of the lot dimensions and the lot area of the subject parcel.
Table 1 – Total Property Data
Lot Depth 592 feet
Lot Width 98.33 feet
Gross Lot Area 58,093 square feet (1.33 acres)
Net Lot Area* 58,093 square feet (1.33 acres)
*Net Lot Area = Gross Lot Area minus the area of access easements and 1 to 1 slopes.
Table 2 provides a summary of the neighboring surrounding land uses and lot sizes.
Table 2 – Adjacent Land Uses
Address Size Zone Land Use
North 6728 Zumirez Drive 1.38 acres RR-1 Single-Family Residence 11
Table 2 – Adjacent Land Uses
Address Size Zone Land Use
East 28128 PCH 29.85 acres MHR2 Paradise Cove Mobile
Home Park
West 6725 Zumirez Drive 1.05 acres RR-1 Single-Family Residence 6747 Zumirez Drive 1.83 acres RR-1 Single-Family Residence South 6744 Zumirez Drive 1.36 acres RR-1 Single-Family Residence Project Description
The proposed scope of work is as follows (Exhibit D – Project Plans):
Demolition
• Demolition of the existing single-family residence and detached garage; Construction
• Construction of a new 5,860 square foot two-story single-family residence with a 986 square foot basement and 510 square foot attached two-car garage; • 471 square foot detached second unit;
• 462 square foot detached two-car garage;
• Permeable driveway;
• 42-inch tall solid and up to 6-foot visually permeable front yard fence and vehicular gate;
• 6-foot solid side yard walls;
• Swimming pool and spa (62.67 feet long by 18.67 feet wide) with associated pool equipment (to be fully screened) and decking;
• Second unit spa (7 feet long by 7 feet wide);
• New landscaping;
• 14,076 square feet of new impermeable surfaces;
• Open-air garden trellises
• Water features;
• Retaining walls (not to exceed six feet in height); and • OWTS.
Discretionary Request
• SPR No. 21-009 for construction up to 24 feet in height to allow for a flat roof.
Proposed TDSF
• Single-family residence w/ attached garage 6,370 sq. ft. 2 MHR is an acronym for Mobilehome Residential; LIP Chapter 3.3. 12
• Second unit 471 sq. ft.
• Detached garage 462 sq. ft.
Total: 7,303 sq. ft.
LCP Analysis
The LCP consists of the Land Use Plan (LUP) and the LIP. The LUP contains programs and policies to implement the Coastal Act in Malibu. The purpose of the LIP is to carry out the policies of the LUP. The LIP contains specific policies and regulations to which every project requiring a CDP must adhere.
There are 14 LIP chapters that potentially apply depending on the nature and location of the proposed project. Of these, five are for conformance review only and contain no findings: 1) Zoning, 2) Grading, 3) Archaeological/Cultural Resources, 4) Water Quality, and 5) OWTS. These chapters are discussed in the LIP Conformance Analysis section.
The nine remaining LIP chapters do contain required findings: 1) Coastal Development Permit findings; 2) ESHA; 3) Native Tree Protection; 4) Scenic, Visual and Hillside Resource Protection; 5) Transfer of Development Credits; 6) Hazards; 7) Shoreline and Bluff Development; 8) Public Access; and 9) Land Division. For the reasons described in this report, including the project site, the scope of work and substantial evidence in the record, only the following chapters and associated findings are applicable to the project:
Coastal Development Permit (including the required findings for the SPR), Scenic, Visual and Hillside Resource Protection and Hazards. Findings have also been included for the proposed demolition permit as required by the MMC. These chapters are discussed in the LIP Findings section of this report.
LIP Conformance Analysis
The proposed project has been reviewed by the Planning Department, City Biologist, City Environmental Health Administrator, City geotechnical consulting reviewers, City Public Works Department, Los Angeles County Waterworks District No. 29 (WD29), and the Los Angeles County Fire Department (LACFD) (Exhibit E – Department Review Sheets).
These specialists found the project, as proposed and conditioned, to be consistent with all applicable LCP codes, standards, goals and policies with the inclusion of SPR No. 21-009.
Zoning (LIP Chapter 3)
The proposed project is subject to non-beachfront residential development and design standards set forth under LIP Sections 3.5 and 3.6. Table 3 provides a summary and indicates the proposed project meets those standards, inclusive of the requested SPR. 13
Table 3 – LCP Zoning Conformance
Development Requirement Allowed/ Required Proposed Comments SETBACKS (ft.)
Front Yard 65 ft. 142 ft., 5 in. Complies
Rear Yard 88 ft., 10 in. 139 ft. 6 in. Complies
10% Side Yard (south) 9 ft., 10 in. 9 ft., 10 in. Complies 25% Cumulative Yard 24 ft., 7 in. 24 ft., 7 in. Complies
PARKING
Enclosed 2 4 Complies
Unenclosed 2 2 Complies
TDSF 7,760 sq. ft. 7,303 sq. ft. Complies
IMPERMEABLE COVERAGE 17,428 sq. ft. 14,217 sq. ft. Complies HEIGHT (ft.) 18 ft. 24 ft. (Flat Roof) SPR No. 21-
009
1st Floor x 2/3rds = 2nd Floor square
feet
4,798 sq. ft. x 2/3 =
3,200 sq. ft.
1,572 sq. ft. Complies
SITE OF CONSTRUCTION Flatter than 4 to 1 Flatter than 4 to 1 Complies NON-EXEMPT GRADING < 1,000 cubic yards 920 cubic yards Complies
FENCES/WALLS/HEDGES/GATES
Front Yard
42-inches solid w/
area up to six feet
to remain view
permeable
42-inches solid w/
area up to six feet
to remain view
permeable
Complies
ESHA (LIP Chapter 4)
Pursuant to LIP Section 4.6.1(A), new development in Point Dume shall be designed to avoid encroachment on slopes of 25 percent grade or steeper. All of the proposed development will be sited to avoid 25 percent slopes and steeper, consistent with LIP Chapter 4. The proposed development will all take place within the two-acre convex development area as defined in LIP Section 3.6(H).
Grading (LIP Chapter 8)
LIP Section 8.3 ensures that new development minimizes the visual resource impacts of grading and landform alteration by restricting the amount of non-exempt grading to a maximum of 1,000 cubic yards for a residential parcel. As summarized in Table 4, the project includes 920 cubic yards of non-exempt grading. Therefore, the proposed project complies with grading requirements set forth under LIP Section 8.3. 14
Table 4 – LCP Grading Conformance
Exempt** NonR&R* Understructure Safety*** Exempt Remedial Total Cut 3,950 cy 1,460 cy 210 640 cy 0 6,260 cy
Fill 3,950 cy 30 cy 0 280 cy 0 4,260 cy
Total 7,900 cy 1,490 cy 210 920 cy 0 10,520 cy
Import 0 0 0 0 0 0
Export 0 1,430 cy 210 360 cy 0 2,000 cy
*Note: R&R= Removal and Recompaction; cy = cubic yards
**Exempt grading includes all Removal and Recompaction (R&R), understructure and safety grading. Safety grading is the incremental grading required for fire department access (such as turnouts, hammerheads and turnarounds and any other increases in driveway width above 15 feet required by the Los Angeles County Fire Department).
Archaeological / Cultural Resources (LIP Chapter 11)
LIP Chapter 11 requires certain procedures be followed to determine potential impacts on archaeological resources. The project site has been evaluated for potential impacts to archaeological resources in a Phase 1 Archaeological Report, prepared by Robert Wlodarski of Historical, Environmental, Archaeological, Research, Team (H.E.A.R.T.), dated December 2018. The report concluded that no cultural resources were discovered within the project area.
Nevertheless, a condition of approval is included which states that in the event that potentially important cultural resources be found in the course of geologic testing or during construction, work shall immediately cease until a qualified archaeologist can provide an evaluation of the nature and significance of the resources and until the Planning Director can review this information.
Water Quality (LIP Chapter 17)
The City Public Works Department reviewed and approved the proposed project for conformance to LIP Chapter 17 requirements for water quality protection. A standard condition of approval for this project requires that prior to the issuance of any development permit, a Local Storm Water Pollution Prevention Plan incorporating construction-phase Erosion and Sediment Control Plan and Best Management Practices, must be approved by the City Public Works Department. Additionally, the ocean between Latigo Point and the western City limits has been established by the State Water Resources Control Board as an Area of Special Biological Significance (ASBS) as part of the California Ocean Plan.
As such, the applicant’s drainage system is required to retain all non-stormwater runoff on the property without discharge to the ASBS, and to maintain the natural water quality within the ASBS by treating storm runoff for pollutants in residential storm runoff that would cause a degradation of ocean water quality in the ASBS. A condition is also included requiring a Water Quality Mitigation Plan. With the implementation of these conditions, the proposed project conforms to the water quality protection standards of LIP Chapter 17. 15
Wastewater Treatment System Standards (LIP Chapter 18)
LIP Chapter 18 addresses OWTS. LIP Section 18.7 includes specific siting, design, and performance requirements. The project has an OWTS to serve the existing and proposed development, which includes a 7,540-gallon MicroSepTec ES25 tank with an ultraviolet disinfection unit, two seepage pits, and two future seepage pits. The OWTS will be located towards the western portion of the property. The OWTS conformance review was completed for five bedrooms and 119 fixture units for the single-family residence and one bedroom and 16 fixture units for the second unit. The OWTS has been reviewed by the City Environmental Health Administrator and found to meet the minimum requirements of the LCP and MMC.
LIP Findings
A. Coastal Development Permit (LIP Chapter 13)
Pursuant to LIP Section 13.9, the following four findings need to be made on all coastal development permits.
Finding 1. That the project as described in the application and accompanying materials, as modified by any conditions of approval, conforms with the certified City of Malibu Local Coastal Program.
The project is located in the RR-1 zoning district, an area designated for rural residential uses. A single-family residence and associated development are permitted uses. The proposed project has been reviewed for conformance with the LCP by the Planning Department, City Biologist, City Environmental Health Administrator, City geotechnical consultant reviewers, City Public Works Department, WD29, and LACFD. As discussed herein, based on submitted reports, project plans, visual analysis, and site investigations, the proposed project, as conditioned, conforms to the LCP and MMC in that it meets all applicable residential development standards with the inclusion of the requested SPR.
Finding 2. If the project is located between the first public road and the sea, that the project is in conformity to the public access and recreation policies of Chapter 3 of the Coastal Act of 1976 (commencing with Sections 30200 of the Public Resources Code).
The project is located between the first public road parallel to the sea and the sea.
However, the proposed project and related construction activities are not anticipated to interfere with the public’s right to access the coast as the site offers no direct or indirect public beach access. Adequate public access exists nearby, and the project complies with Coastal Act.
Finding 3. The project is the least environmentally damaging alternative. 16
Alternative Project(s) – The applicant could have remodeled the existing structure with proposed additions. Remodeling and adding to the residence would be less impactful to the site, although the original house was constructed in 1949 and is not in compliance with today’s building code and possibly the City’s design standards.
In December of 2023, staff visited the project site to document the story poles and reviewed alternate site locations for the proposed project. The structures could be clustered closer together to limit the required fuel modification as stated in LIP Section
3.6(N)(1)(c)(i). However, the subject and neighboring parcels are mostly devoid of native vegetation and no ESHA will be affected by the required fuel modification. Clustering the structures closer together would result in generally the same amount of required fuel modification and have similar impacts as proposed. The proposed second unit and detached garage will be clustered together, separated from the main house by a Fire Department turnaround to retain some privacy. All structures are proposed within the twoacre convex development area as required by LIP Section 3.6(H). Many properties along Zumirez Drive are developed with similar accessory structures and siting.
Another alternative would be to site the proposed main residence further back from the steeper slopes to east of the property. This alternative would provide better views for the neighboring parcels. However, as mentioned in the “Project Overview” section above, the project is in conformance with the LCP and MMC as proposed and it does not obstruct any protected views.
Additionally, the applicant could have proposed a smaller, single-story home to avoid the site plan review. However, the proposed project will comply with the LCP and the property will be within the allowed TDSF. No view impacts or impacts to ESHA are anticipated as a result of the proposed development.
Proposed Project – The project consists of the demolition of the existing residence and construction of a new single-family residence, second unit, detached garage, swimming pool, two spas and associated development, all of which are permitted uses within the RR1 zoning classification of the subject property. The project also complies with the impermeable coverage calculation, TDSF calculation, two-thirds rule, and setback requirements of the LCP. The selected location for the proposed development has been reviewed and conditionally approved by the City Planning Department, City Biologist, City Environmental Health Administrator, City geotechnical consultant reviewers, City Public Works Department, WD29, and the LACFD and the project meets the City’s residential development policies of the LCP and MMC. The proposed development is consistent with existing development in the area and has been determined not to result in adverse impacts. Therefore, there are not project alternatives that would provide a significant benefit to the environment compared to the proposed project. The proposed project meets the development policies of the LCP and MMC, with the inclusion of the SPR and has been determined to be the least environmentally damaging alternative. 17
Finding 4. If the project is located in or adjacent to an environmentally sensitive habitat area pursuant to Chapter 4 of the Malibu LIP (ESHA Overlay), that the project conforms with the recommendations of the Environmental Review Board, or if it does not conform with the recommendations, findings explaining why it is not feasible to take the recommended action.
The proposed development is located in Point Dume. As such, the proposed development has been sited on slopes flatter than 4 to 1 consistent with the ESHA requirements in the area. As a result, the proposed project is not subject to review by the Environmental Review Board (ERB). Therefore, this finding does not apply.
B. Site Plan Review for Construction in Excess of 18 Feet in Height (LIP Section
13.27.5)
LIP Section 13.27.5(A) requires that the City makes four findings in the consideration and approval of a site plan review for construction exceeding the City’s base 18-foot height limit to a maximum of 24 feet with a flat roof and 28 feet with a pitched roof. Two additional findings are required pursuant to MMC Section 17.62.060. The applicant is proposing to construct a new two-story single-family residence that is proposed to be 24 feet in height.
Based on the evidence in the record, the findings of fact for SPR No. 21-009 are made as follows:
Finding 1. The project is consistent with policies and provisions of the Malibu LCP.
As stated in Section A, the project has been reviewed for conformance with all relevant policies and provisions of the LCP. Based on submitted reports, visual impact analysis, and a detailed site investigation, the project is consistent with all policies and provisions of the LCP and MMC.
Finding 2. The project does not adversely affect neighborhood character.
Story poles were installed in September of 2023. Staff visited the project site in December 2023, photo-documented the story poles and evaluated the project for conformance with City codes. Properties in the vicinity of the subject property are developed with a mix of one and two-story single-family residences and accessory structures such as second units, detached garages, and swimming pools. As demonstrated with story poles, due to the size, shape, and topography of the lot, the location of the proposed development will not be visible from any scenic road or located within primary views of neighboring properties. The site is visible from Paradise Cove Beach but is on the landside and will not affect scenic views of the Santa Monica Mountains or other coastal resources. Based on the existing development within the surrounding neighborhood, the proposed project is expected to blend in with the surrounding built environment. The two-story portions of the home are sited at a similar distance to the top of the hillside as neighboring properties. 18
Therefore, the portions of the structure exceeding 18 feet tall are not anticipated to adversely affect neighborhood character.
Finding 3. The project provides maximum feasible protection to significant public views as required by Chapter 6 of the Malibu LIP.
The existing size and shape of the subject property limits visibility of the proposed development from Zumirez Drive. PVDs were discovered within a 1,000-foot radius of the site but none will be impacted by the proposed development. As stated in Finding 2, no private or public views of scenic areas will be impacted.
Finding 4. The proposed project complies with all applicable requirements of state and local law.
The proposed project will comply with all applicable requirements of State and local law and is conditioned to comply with any relevant approvals, permits and licenses from the City of Malibu and other related agencies.
Finding 5. The project is consistent with the City’s general plan and local coastal program.
The proposed project is consistent with the LCP in that the property is located in an area that has been identified and zoned for residential use. The proposed project is also consistent with the City’s General Plan and LCP. The goals and policies of the General Plan intend to maintain rural residential character in this area, and all components of the project are consistent with these goals. The proposed project is consistent with the LCP in that it conforms to the residential land use designation and all applicable development standards.
Finding 6. The project does not obstruct visually impressive scenes of the Pacific Ocean, off-shore islands, Santa Monica Mountains, canyons, valleys, or ravines from the main viewing area of any affected principal residence as defined in MMC Section
17.40.040(A)(17).
As stated in Finding 2, the proposed development will not significantly impede any private visually impressive views of the Pacific Ocean or other scenic areas indicated in the LCP or MMC.
C. Environmentally Sensitive Habitat Area Overlay (LIP Chapter 4) As determined by the City Biologist and the LCP ESHA and Marine Resources Map, the subject parcel is in Point Dume and does not contain ESHA. The proposed development is sited on slopes flatter than 4 to 1 consistent with the ESHA requirements. Therefore, the findings of LIP Chapter 4 are not applicable.
19
D. Native Tree Protection (LIP Chapter 5)
There are no protected native trees on or adjacent to the subject parcel. Therefore, the findings contained in LIP Chapter 5 are not applicable.
E. Scenic, Visual and Hillside Resource Protection (LIP Chapter 6) The Scenic, Visual and Hillside Resource Protection Chapter governs those coastal development permit applications concerning any parcel of land that is located along, provides views to or is visible from any scenic area, scenic road or public viewing area.
The subject parcel is visible from Paradise Cove Beach, an LCP designated scenic area.
Therefore, the findings set forth in LIP Section 6.4 are enumerated herein.
Finding 1. The project, as proposed, will have no significant adverse scenic or visual impacts due to project design, location on the site or other reasons.
The proposed project will not have significant adverse impacts on scenic or visual resources. The project has been determined not to require a view corridor due to its location along Zumirez Drive and although visible from a public beach, there will be no impacts to views of the Santa Monica Mountains. LIP Section 6.5(A) requires that development be designed to minimize scenic impacts to public viewing areas by siting the development on the least visible portions of the property and requiring that designs blend into the natural hillside setting. Views from Paradise Cove Beach of the Santa Monica Mountains or other scenic resources are not projected to be impacted as seen in staff’s site visit to the beach. The proposed development is also surrounded by mature vegetation and other surrounding developments and, therefore, will be mostly visually screened and will blend in with the surrounding built environment.
Finding 2. The project, as conditioned, will not have significant adverse scenic or visual impacts due to required project modifications, landscaping or other conditions.
The project as conditioned will not have significant adverse scenic or visual impacts. The project has been conditioned to include limitations on lighting and colors of the materials used to prevent any visual impacts to scenic areas.
Finding 3. The project, as proposed or as conditioned, is the least environmentally damaging alternative.
As previously discussed in Section A, Finding 3, the project is the least environmentally damaging feasible alternative.
Finding 4. There are no feasible alternatives to development that would avoid or substantially lessen any significant adverse impacts on scenic and visual resources. 20
The project, as designed and conditioned, is not expected to adversely affect scenic and visual resources and no feasible alternatives would avoid or substantially lessen any significant adverse impacts on scenic and visual resources.
Finding 5. Development in a specific location on the site may have adverse scenic and visual impacts but will eliminate, minimize or otherwise contribute to conformance to sensitive resource protection policies contained in the certified LCP.
The subject property is visible from Paradise Cove Beach; however, the proposed singlefamily residence will not significantly impact public views of the Pacific Ocean and is not anticipated to block views of the Santa Monica Mountains from the beach. Therefore, the proposed development, as designed, is sited to eliminate, minimize or otherwise contribute to conformance to sensitive resource policies.
F. Transfer of Development Credits (LIP Chapter 7)
The proposed project does not include a land division or multi-family development.
Therefore, the findings of LIP Chapter 7 are not applicable.
G. Hazards (LIP Chapter 9)
Pursuant to LIP Section 9.3, written findings of fact, analysis and conclusions addressing geologic, flood and fire hazards, structural integrity or other potential hazards listed in LIP Section 9.2(A) must be included in support of all approvals, denials or conditional approvals of development located on a site or in an area where it is determined that the proposed amendment has the potential to create adverse impacts upon site stability or structural integrity.
The proposed amendment has been analyzed for the hazards listed in LIP Chapter 9 and has been reviewed and approved for conformance with all relevant policies and regulations of the LCP and MMC by the Planning Department, City Biologist, City Environmental Health Administrator, City geotechnical consultant reviewers, City Public Works Department, WD29 and the LACFD. The required findings are made as follows:
Finding 1. The project, as proposed will neither be subject to nor increase instability of the site or structural integrity from geologic, flood, or fire hazards due to project design, location on the site or other reasons.
Analysis for potential hazards included review of the submitted geotechnical reports prepared by Solid Solis & Geologic Consultants, dated August 4, 2020, January 28, 2021, March 26, 2021, and May 12, 2021. According to the geotechnical reports, the proposed development was determined to not increase instability of the site or structural integrity from a geologic, flood or fire hazards perspective. It has been determined that the project is not located in a hazard zone, except that the project site is located within an extreme 21
fire hazard area. Based on review of the project plans by the City Environmental Health Administrator, City geotechnical consultant reviewers, City Public Works Department and LACFD, these specialists and agencies determined that adverse impacts to the project site related to the proposed development are not expected. The proposed project will neither be subject to nor increase the instability from geologic or fire hazards. In summary, the proposed development is suitable for the intended use provided that the certified engineering geologist and/or geotechnical engineer’s recommendations and governing agency’s building codes are followed.
All recommendations of the City geotechnical consultant reviewers and City Public Works Department shall be incorporated into the final design and construction, including foundations and grading. Final plans shall be reviewed and approved by the City geotechnical consultant reviewers and City Public Works Department prior to the issuance of a grading permit.
Fire Hazard
The entire city limits of Malibu are within an identified fire hazard zone. The property is currently subject to wildfire, however, the proposed development on the subject property will not increase the site’s susceptibility to wildfire. The scope of work proposed as part of this application is not expected to have an impact on wildfire hazards. The proposed development may actually decrease the site’s susceptibility to wildfire through the use of appropriate building materials during construction.
The City is served by the LACFD, as well as the California Department of Forestry, if needed. In the event of major fires, the County has “mutual aid agreements” with cities and counties throughout the State so that additional personnel and firefighting equipment can augment the LACFD. Conditions of approval have been included in the resolution to require compliance with all LACFD development standards. As such, the proposed project, as designed and conditioned, will not be subject to nor increase the instability of the site or structural integrity involving wildfire hazards.
Finding 2. The project, as conditioned, will not have significant adverse impacts on site stability or structural integrity from geologic, flood or fire hazards due to required project modifications, landscaping or other conditions.
As stated in Finding 1, the project, as designed, conditioned, and approved by the City geotechnical consultant reviewers and City Public Works Department, does not have any significant adverse impacts on the site stability or structural integrity from geologic or fire hazards due to the project design.
Finding 3. The project, as proposed or as conditioned, is the least environmentally damaging alternative.
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As previously stated in Section A, the project, as proposed and conditioned, is the least environmentally damaging alternative.
Finding 4. There are no alternatives to development that would avoid or substantially lessen impacts on site stability or structural integrity.
The proposed development has been analyzed for the hazards listed in LIP Chapter 9 by the City Environmental Health Administrator, City geotechnical consultant reviewers, City Public Works Department and LACFD. These specialists and agencies determined that the proposed project does not impact site stability or structural integrity.
Finding 5. Development in a specific location on the site may have adverse impacts but will eliminate, minimize or otherwise contribute to conformance to sensitive resource protection policies contained in the certified Malibu LCP.
As previously discussed in Section A, the proposed project, as designed and conditioned, will not have adverse impacts on sensitive resources.
H. Shoreline and Bluff Development (LIP Chapter 10)
LIP Chapter 10 applies to land that is located on or along the shoreline, a coastal bluff or bluff-top fronting the shoreline. The proposed project is not located near the shore or coastal bluff. Therefore, LIP Chapter 10 findings do not apply.
I. Public Access (LIP Chapter 12)
LIP Section 12.4 requires public access for lateral, bluff-top, and vertical access near the ocean, trails, and recreational access for the following cases:
A. New development on any parcel or location specifically identified in the Land Use Plan or in the LCP zoning districts as appropriate for or containing a historically used or suitable public access trail or pathway.
B. New development between the nearest public roadway and the sea.
C. New development on any site where there is substantial evidence of a public right of access to or along the sea or public tidelands, a blufftop trail or an inland trail acquired through use or a public right of access through legislative authorization.
D. New development on any site where a trail, bluff top access or other recreational access is necessary to mitigate impacts of the development on public access where there is no feasible, less environmentally damaging, project alternative that would avoid impacts to public access.
The project does not meet any of the criteria above. The requirement for public access of LIP Section 12.4 does not apply and further findings are not required.
J. Land Division (LIP Chapter 15)
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This project does not include a land division. Therefore, the findings of LIP Chapter 15 are not applicable.
K. Demolition Permit Findings (MMC Section 17.70.060)
The application requests a demolition permit for the demolition of the existing single-family residence. The MMC requires two findings be made to allow a demolition permit. The findings are made herein.
Finding 1. The demolition permit is conditioned to assure that it will be conducted in a manner that will not create significant adverse environmental impacts.
Several conditions are included in the resolution pertaining to safe demolition and construction practices required for this project. Among these include using City authorized waste haulers, use of quality building materials and licensed professionals. Regular inspections from the Building Safety Division will take place throughout the demolition and construction of this project so that the City can ensure the conditions are being met.
Finding 2. A development plan has been approved or the requirement waived by the city. (Ord. 86 § 3, 1993; prior code § 9505)
The demolition and construction activities are dependent on the approval of this project.
The final demolition and construction plans will be reviewed by City staff in the building plan check process if approval is given. All City departments must approve the final plans before building permits can be issued.
ENVIRONMENTAL REVIEW: Pursuant to the authority and criteria contained in CEQA, the Planning Department has analyzed the proposed project. The Planning Department found that this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment. Therefore, the project is categorically exempt from the provisions of CEQA pursuant to Sections 15303 (a) and (e) – New Construction. The Planning Department has further determined that none of the six exceptions to the use of a categorical exemption apply to this project (CEQA Guidelines Section 15300.2).
CORRESPONDENCE: Staff received correspondence as described in the “Project Overview” section above. All correspondence is included as Exhibit F.
PUBLIC NOTICE: Staff published a Notice of Public Hearing in a newspaper of general circulation within the City of Malibu on August 1, 2024, and mailed the notice to property owners and occupants within a 500-foot radius of the subject property (Exhibit J). 24
SUMMARY: The required findings can be made that the project complies with the LCP.
Further, the Planning Department’s findings of fact are supported by substantial evidence in the record. Based on the analysis contained in this report and the accompanying resolution, staff recommends approval of this project subject to the conditions of approval contained in Section 6 (Conditions of Approval) of Resolution No. 24-24. The project has been reviewed and conditionally approved for conformance with the LCP by Planning Department staff and appropriate City and County departments.
EXHIBITS:
A. Resolution No. 24-24
B. Appeal No. 24-001
C. Planning Commission Resolution No. 24-009
D. Project Plans
E. Department Review Sheets
F. Public Correspondence
G. Applicant’s View Corridor Exhibit
H. PVD No. 12-119
I. PVD No. 23-001
J. Public Hearing Notice
25 Exhibit A
RESOLUTION NO. 24-24
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MALIBU,
DETERMINING THE PROJECT IS CATEGORICALLY EXEMPT FROM THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT, UPHOLDING APPEAL
NO. 24-001 AND APPROVING COASTAL DEVELOPMENT PERMIT NO. 20- 068 AND DEMOLITION PERMIT NO. 20-028 FOR THE DEMOLITION OF AN
EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCTION OF A
NEW 5,860 SQUARE FOOT SINGLE-FAMILY RESIDENCE, 986 SQUARE FOOT BASEMENT, 510 SQUARE FOOT ATTACHED GARAGE, 462
SQUARE FOOT DETACHED GARAGE, 471 SQUARE FOOT DETACHED
SECOND UNIT, SWIMMING POOL, TWO SPAS, ONSITE WASTEWATER TREATMENT SYSTEM AND ASSOCIATED DEVELOPMENT; INCLUDING
SITE PLAN REVIEW NO. 21-009 FOR CONSTRUCTION UP TO 24 FEET IN
HEIGHT FOR A FLAT ROOF, LOCATED IN THE RURAL RESIDENTIAL, ONE-ACRE ZONING DISTRICT AT 6734 ZUMIREZ DRIVE (IBN
PROPERTIES, LLC)
The City Council of the City of Malibu does hereby find, order and resolve as follows:
SECTION 1. Recitals.
A. On December 29, 2020, an application for Coastal Development Permit (CDP) No. 20-068 and Demolition Permit (DP) No. 20-028 was submitted to the Planning Department by the applicant, Schmitz and Associates, Inc., on behalf of the property owner, IBN Properties, LLC.
The application was routed to the City Biologist, City Environmental Health Administrator, City geotechnical consultant reviewers, City Public Works Department, Waterworks District No. 29 (WD29) and Los Angeles County Fire Department (LACFD) for review.
B. On April 15, 2021, Site Plan Review (SPR) No. 21-009 was added to the project for proposed construction over 18 feet in height.
C. On June 29, 2022, the applicant posted a Notice of CDP Application on the subject property and staff deemed the CDP application complete for processing.
D. On July 7, 2022, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.
E. On August 1, 2022, the Planning Commission continued the item to a date uncertain for staff to investigate potential view concerns from the neighbors.
F. On January 26, 2023, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.
G. On February 21, 2023, The Planning Commission continued the item to the March 6, 2023 Planning Commission meeting.
H. On March 6, 2023, the Planning Commission held a duly noticed public hearing on the subject application, reviewed and considered the staff report, reviewed and considered written 26 Resolution No 24-24
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reports, public testimony, and other information in the record. The project was remanded to the City Council after deadlock voting by the Planning Commission.
I. On August 17, 2023, a Notice of City Council Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.
J. On August 31, 2023, a second Notice of City Council Public Hearing was mailed to all property owners within a 500-foot radius of the subject property that were not within the original mailing data used for the August 17, 2023 notice.
K. On September 11, 2023, the City Council continued the item to the September 25, 2023 Regular City Council meeting.
L. On September 25, 2023, the City Council continued the item to the October 9, 2023 Regular City Council meeting.
M. On October 9, 2023, the City Council continued the item to the October 23, 2023 Regular City Council meeting.
N. On October 23, 2023, the City Council held a duly noticed public hearing on the subject application, reviewed and considered the staff report, reviewed and considered written reports, public testimony, and other information in the record. The item was remanded back to the Planning Commission over uncertainty whether the project should rightfully be before the Council.
O. On November 23, 2023, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.
P. On December 18, 2023, the Planning Commission held a duly noticed public hearing on the subject application, reviewed and considered the staff report, reviewed and considered written reports, public testimony, and other information in the record. The Planning Commission directed staff to come back with a resolution denying the project.
Q. On February 5, 2024, the Planning Commission approved Planning Commission Resolution No. 24-009 denying the project.
R. On February 12, 2024, Planning Commission Resolution No. 24-009 was formally appealed by the applicant, IBN Properties, LLC.
S. On August 1, 2024, a Notice of City Council Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.
T. On August 26, 2024, the City Council held a duly noticed public hearing on the subject application, reviewed and considered the staff report, reviewed and considered written reports, public testimony, and other information in the record. 27 Resolution No 24-24
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SECTION 2. Environmental Review.
Pursuant to the authority and criteria contained in the California Environmental Quality Act (CEQA), the City Council has analyzed the proposed project. The City Council has found that this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment. Therefore, the project is categorically exempt from the provisions of CEQA according to CEQA Guidelines Sections 15303 (a) and (e) – New Construction. The City Council has further determined that none of the six exceptions to the use of a categorical exemption applies to this project (CEQA Guidelines Section 15300.2).
SECTION 3. Appeal of Action.
The Appellant contends that the Planning Commission’s decision is based on the findings or conditions not supported by evidence, or the decision is not supported by the findings, lack of a fair or impartial hearing, and the decision was contrary to law. The City Council has determined that the project does conform to the Malibu LCP, upholding the appeal and approving the project.
As the evidence supports the required findings, Staff recommends the appeal be granted and the project be approved as further discussed below. While the Planning Commission raised some issues of concern, Staff’s opinion is that the evidence supports the findings and is consistent with the City’s past application of the applicable provisions of the LIP.
Every applicant is entitled to a fair hearing before an unbiased decision-maker that has not prejudged the matter. The standard for “bias” is “an unacceptable probability of actual bias” proven by “concrete facts,” not implied from the circumstances. The constitutional threshold is reached when such “probability of bias” is “too high to be constitutionally tolerable.” While issues of concern were raised by the Appellant, concrete facts are required. The Appellant was granted a fair hearing and was provided notice and an opportunity to be heard. In addition, the City Council’s review of the proposed project is de novo and no deference is owed to the decision and actions of the Planning Commission. As a result, any concerns raised by the appeal are cured by the action of the City Council on the appeal.
SECTION 4. Coastal Development Permit Findings.
Based on evidence contained within the record, including the agenda report for the project and the hearing on August 26, 2024, and pursuant to the Local Coastal Program (LCP) Local Implementation Plan (LIP) including Sections 13.7(B) and 13.9 and Malibu Municipal Code (MMC), the City Council adopts the findings of fact, upholding Appeal No. 24-001 and approves CDP No. 20-068 and DP No. 20-028 for the demolition of an existing single-family residence and construction of a new 5,860 square foot single-family residence, 986 square foot basement, 510 square foot attached garage, 462 square foot detached garage, 471 square foot detached second unit, swimming pool, two spas, onsite wastewater treatment system (OWTS) and associated development; including SPR No. 21-009 for construction up to 24 feet in height for a flat roof, located in the Rural Residential One-Acre (RR-1) zoning district at 6734 Zumirez Drive.
The project is consistent with the LCP’s zoning, grading, cultural resources, water quality, and wastewater treatment requirements. With the inclusion of the proposed SPR the project, as conditioned, has been determined to be consistent with all applicable LCP codes, standards, goals, and policies. The required findings are made herein.
28 Resolution No 24-24
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A. General Coastal Development Permit (LIP Chapter 13)
1. The project is located in the RR-1 zoning district, an area designated for rural residential uses. A single-family residence and associated development are permitted uses. The proposed project has been reviewed for conformance with the LCP by the Planning Department, City Biologist, City Environmental Health Administrator, City geotechnical consultant reviewers, City Public Works Department, WD29, and LACFD. As discussed herein, based on submitted reports, project plans, visual analysis, and site investigations, the proposed project, as conditioned, conforms to the LCP and MMC in that it meets all applicable residential development standards with the inclusion of the requested SPR.
2. The project is located between the first public road and the sea. However, the proposed project and related construction activities are not anticipated to interfere with the public’s right to access the coast as the site offers no direct or indirect public beach access. Adequate public access exists nearby, and the project complies with the Coastal Act.
3. The proposed project meets the development policies of the LCP and MMC, with the inclusion of the SPR and has been determined to be the least environmentally damaging alternative.
B. Site Plan Review for Construction in Excess of 18 Feet in Height (LIP Section 13.27.5) SPR No. 21-009 from the development standards contained in LIP Section 13.27 will allow construction over 18 feet in height for a flat roof up to 24 feet for the proposed single-family residence.
1. The project has been reviewed for conformance with all relevant policies and provisions of the LCP. Based on submitted reports, visual impact analysis, and a detailed site investigation, the project is consistent with all policies and provisions of the LCP and MMC.
2. Story poles were installed in September of 2023 and demonstrate that the project is compatible with the surrounding development. Properties in the vicinity of the subject property are developed with a mix of one and two-story single-family residences and accessory structures such as second units, detached garages, swimming pools, decks and mature landscaping. As demonstrated with the story poles, due to the size, shape, and topography of the lot, the location of the proposed development will not be visible from any scenic road or located within primary views of neighboring properties. The site is visible from Paradise Cove Beach but is on the landside and will not affect scenic views of the Santa Monica Mountains or other coastal resources. Based on the existing development within the surrounding neighborhood, the proposed project is expected to blend with the surrounding built environment. The two-story portions of the home are sited at a similar distance to the top of the hillside as neighboring properties. Therefore, the portions of the structure exceeding 18 feet tall are not anticipated to adversely affect neighborhood character.
3. The existing size and shape of the subject property limits visibility of the proposed development from Zumirez Drive. No protected private or public views of scenic areas will be impacted in a way that is not compliant with the MMC and LCP. 29 Resolution No 24-24
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4. The proposed project will comply with all applicable requirements of State and local law and is conditioned to comply with any relevant approvals, permits and licenses from the City of Malibu and other related agencies.
5. The proposed project is consistent with the LCP in that the property is located in an area that has been identified and zoned for residential use. The proposed project is consistent with the LCP in that it conforms to the residential land use designation and all applicable development standards.
6. The proposed development will not significantly obstruct visually impressive scenes from private property.
C. Scenic, Visual and Hillside Resource Protection (LIP Chapter 6)
1. The proposed project will not have significant adverse impacts on scenic or visual resources. The project has been determined not to require a view corridor due to its location along Zumirez Drive and although visible from a public beach, there will be no impacts to views of the Santa Monica Mountains. LIP Section 6.5(A) requires that development be designed to minimize scenic impacts to public viewing areas by siting the development on the least visible portions of the property and requiring that designs blend into the natural hillside setting. Views from Paradise Cove Beach of the Santa Monica Mountains or other scenic resources are not projected to be impacted as seen in staff’s site visit to the beach. The proposed development is also surrounded by mature vegetation and other surrounding developments and, therefore, will be mostly visually screened and will blend in with the surrounding built environment.
2. The project as conditioned will not have significant adverse scenic or visual impacts. The project has been conditioned to include limitations on lighting and colors of the materials used to prevent any visual impacts to scenic areas.
3. The project is the least environmentally damaging feasible alternative.
4. The project, as designed and conditioned, is not expected to adversely affect scenic and visual resources and no feasible alternatives would avoid or substantially lessen any significant adverse impacts on scenic and visual resources.
5. The subject property is visible from Paradise Cove Beach; however, the proposed single-family residence will not significantly impact public views of the Pacific Ocean and is not anticipated to block views of the Santa Monica Mountains from the beach. Therefore, the proposed development, as designed, is sited to eliminate, minimize or otherwise contribute to conformance to sensitive resource policies.
D. Hazards (LIP Chapter 9)
1. The project will neither be subject to nor increase the instability of the site from geologic, flood, or fire hazards. The proposed development is suitable for the intended use provided that the certified engineering geologist and/or geotechnical engineer’s recommendations and governing agency’s building codes are followed.
30 Resolution No 24-24
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2. The project, as designed, conditioned, and approved by the City geotechnical consultant reviewers and the City Public Works Department, does not have any significant adverse impacts on the site stability or structural integrity from geologic or fire hazards due to the project design.
3. The project, as conditioned, is the least environmentally damaging alternative.
4. The proposed development has been analyzed for the hazards listed in LIP Chapter 9 by the City Environmental Health Administrator, City geotechnical consultant reviewers, City Public Works Department, and LACFD. These specialists and agencies determined that the proposed project does not impact site stability or structural integrity.
5. The proposed project, as designed and conditioned, will not have adverse impacts on sensitive resources.
E. Demolition Permit Findings (MMC Section 17.70.060)
DP No. 20-028 from the development standards contained in MMC Section 17.70.060 will allow for the existing single-family home to be demolished.
1. Conditions are included in this resolution pertaining to safe demolition and construction practices required for this project. Among these include using City authorized waste haulers, use of quality building materials and licensed professionals. Regular inspections from the Building Safety Division will take place throughout the demolition and construction of this project so that the City can ensure the conditions are being met.
2. The demolition and construction activities are dependent on the approval of this project. The final demolition and construction plans will be reviewed by City staff in the building plan check process. All City departments must approve the final plans before building permits can be issued.
SECTION 5. City Council Action.
Based on the foregoing findings and evidence contained within the record, the City Council hereby approves Appeal No. 24-001 approves CDP No. 20-068, SPR No. 21-009, and DP No. 20-028, subject to the following conditions.
SECTION 6. Conditions of Approval.
1. The property owners, and their successors in interest, shall indemnify and defend the City of Malibu and its officers, employees and agents from and against all liability and costs relating to the City's actions concerning this project, including (without limitation) any award of litigation expenses in favor of any person or entity who seeks to challenge the validity of any of the City's actions or decisions in connection with this project. The City shall have the sole right to choose its counsel and property owners shall reimburse the City’s expenses incurred in its defense of any lawsuit challenging the City’s actions concerning this project.
2. Approval of this application is to allow for the project described herein. The scope of work 31 Resolution No 24-24
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approved includes:
Demolition
a. DP No. 20-028 for the demolition of the existing single-family residence and detached garage;
Construction
b. Construction of a new 5,860 square foot two-story single-family residence with a 986 square foot basement and 510 square foot attached two-car garage; c. 471 square foot detached second unit;
d. 462 square foot detached two-car garage;
e. Permeable driveway;
f. 42-inch tall solid and up to 6-foot visually permeable front yard fence and vehicular gate;
g. 6-foot solid side yard walls;
h. Swimming pool and spa (62.67 foot long by 18.67 foot wide) with associated pool equipment (to be fully screened) and decking;
i. Second unit spa (7 feet long by 7 feet wide);
j. New landscaping;
k. 14,217 square feet of new impermeable surfaces;
l. Open-air garden trellises
m. Water features;
n. Retaining walls (not to exceed six feet in height); and o. Onsite Wastewater Treatment System.
Discretionary Request
p. SPR No. 21-009 for construction up to 24 feet in height to allow for a flat roof.
3. Except as specifically changed by conditions of approval, the proposed development shall be constructed in substantial conformance with the approved scope of work, as described in Condition No. 2 and depicted on plans on file with the Planning Department date stamped October 23, 2023. The proposed development shall further comply with all conditions of approval stipulated in this resolution and Department Review Sheets attached hereto. In the event project plans conflict with any condition of approval, the condition shall take precedence.
4. Pursuant to LIP Section 13.18.2, this permit and rights conferred in this approval shall not be effective until the property owner signs, notarizes and returns the Acceptance of Conditions Affidavit accepting the conditions of approval set forth herein. The applicant shall file this form with the Planning Department prior to the issuance of any development permits.
5. The applicant shall digitally submit a complete set of plans to the Planning Department for consistency review and approval prior to plan check and again prior to the issuance of any building or development permits.
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6. The CDP shall expire if the project has not commenced within three (3) years after issuance of the permit, unless a time extension has been granted. Extension of the permit may be granted by the approving authority for due cause. Extensions shall be requested in writing by the applicant or authorized agent prior to expiration of the three-year period and shall set forth the reasons for the request. In the event of an appeal, the CDP shall expire if the project has not commenced within three years from the date the appeal is decided by the decision-making body or withdrawn by the appellant.
7. Any questions of intent or interpretation of any condition of approval will be resolved by the Planning Director upon written request of such interpretation.
8. All development shall conform to requirements of the City of Malibu Environmental Sustainability Department, City Biologist, City Environmental Health Administrator, City geotechnical consultant reviewers, City Public Works Department, WD29 and LACFD, as applicable. Notwithstanding this review, all required permits shall be secured.
9. Minor changes to the approved plans or the conditions of approval may be approved by the Planning Director, provided such changes achieve substantially the same results and the project is still in compliance with the Malibu Municipal Code and the Local Coastal Program. Revised plans reflecting the minor changes and additional fees shall be required.
10. Pursuant to LIP Section 13.20, development pursuant to an approved CDP shall not commence until the CDP is effective. The CDP is not effective until all appeals, including those to the California Coastal Commission (CCC), have been exhausted. In the event that the CCC denies the permit or issues the permit on appeal, the coastal development permit approved by the City is void.
11. The property owner must submit payment for all outstanding fees payable to the City prior to issuance of any building permit, including grading or demolition.
12. The property owner shall comply with all provisions of the MMC and LIP.
Cultural Resources
13. In the event that potentially important cultural resources are found in the course of geologic testing or during construction, work shall immediately cease until a qualified archaeologist can provide an evaluation of the nature and significance of the resources and until the Planning Director can review this information. Thereafter, the procedures contained in LIP Chapter 11 and those in MMC Section 17.54.040(D)(4)(b) shall be followed.
14. If human bone is discovered during geologic testing or during construction, work shall immediately cease and the procedures described in Section 7050.5 of the California Health and Safety Code shall be followed. Section 7050.5 requires notification of the coroner. If the coroner determines that the remains are those of a Native American, the applicant shall notify the Native American Heritage Commission by phone within 24 hours. Following notification of the Native American Heritage Commission, the procedures described in Section 5097.94 and Section 5097.98 of the California Public Resources Code shall be followed.
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Lighting
15. Exterior lighting must comply with the Dark Sky Ordinance and shall be minimized, shielded, or concealed and restricted to low intensity features, so that no light source is directly visible from public view. Permitted lighting shall conform to the following standards:
a. Lighting for walkways shall be limited to fixtures that do not exceed two feet in height and are directed downward, and limited to 850 lumens (equivalent to a 60- watt incandescent bulb);
b. Security lighting controlled by motion detectors may be attached to the residence provided it is directed downward and is limited to 850 lumens; c. Driveway lighting shall be limited to the minimum lighting necessary for safe vehicular use. The lighting shall be limited to 850 lumens; d. Lights at entrances as required by the Building Code shall be permitted provided that such lighting does not exceed 850 lumens;
e. Site perimeter lighting shall be prohibited; and
f. Outdoor decorative lighting for aesthetic purposes is prohibited.
16. Night lighting for sports courts or other private recreational facilities shall be prohibited.
17. No permanently installed lighting shall blink, flash, or be of unusually high intensity or brightness. Lighting levels on any nearby property from artificial light sources on the subject property(ies) shall not produce an illumination level greater than one foot candle.
18. Night lighting from exterior and interior sources shall be minimized. All exterior lighting shall be low intensity and shielded directed downward and inward so there is no offsite glare or lighting of natural habitat areas. High intensity lighting of the shore is prohibited.
19. String lights are allowed in occupied dining and entertainment areas only and must not exceed 3,000 Kelvin.
20. Motion sensor lights shall be programmed to extinguish ten minutes after activation.
21. Three violations of the conditions by the same property owner will result in a requirement to permanently remove the outdoor light fixture(s) from the site.
22. Up-lighting of landscaping is prohibited.
Fencing/Walls/Screening
23. Any above-ground equipment shall be screened from view by a solid wall or fence on all four sides. The fence or walls shall comply with LIP Section 3.5.3(A).
24. The applicant shall include an elevation of the proposed electronic driveway gate on the architectural plans that are submitted for building plan check. The gate and all fencing along the front property line shall comply with the regulations set forth in LIP Section 3.5.
25. The height of fences and walls shall comply with LIP Section 3.5.3(A). No retaining wall shall exceed six feet in height or 12 feet in height for a combination of two or more walls. 34 Resolution No 24-24
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26. New boundary fencing of any single area exceeding ½ acre shall be of an open rail-type design with a wooden rail at the top (instead of wire), be less than 40 inches high, and have a space greater than 14 inches between the ground and the bottom post or wire. A split rail design that blends with the natural environment is preferred.
Demolition/Solid Waste
27. Prior to demolition activities, the applicant shall receive Planning Department approval for compliance with conditions of approval.
28. The applicant/property owner shall contract with a City approved hauler to facilitate the recycling of all recoverable/recyclable material. Recoverable material shall include but shall not be limited to: asphalt, dirt and earthen material, lumber, concrete, glass, metals, and drywall.
29. Prior to the issuance of a building/demolition permit, an Affidavit and Certification to implement waste reduction and recycling shall be signed by the Owner or Contractor and submitted to the Environmental Sustainability Department. The Affidavit shall indicate the agreement of the applicant to divert at least 65 percent (in accordance with CalGreen) of all construction waste from the landfill.
30. Upon plan check approval of demolition plans, the applicant shall secure a demolition permit from the City. The applicant shall comply with all conditions related to demolition imposed by the Building Official.
31. No demolition permit shall be issued until building permits are approved for issuance.
Demolition of the existing structure and initiation of reconstruction must take place within a six-month period. Dust control measures must be in place if construction does not commence within 30 days.
32. The project developer shall utilize licensed subcontractors and ensure that all asbestoscontaining materials and lead-based paints encountered during demolition activities are removed, transported, and disposed of in full compliance with all applicable federal, state and local regulations.
33. Any building or demolition permits issued for work commenced or completed without the benefit of required permits are subject to appropriate “Investigation Fees” as required in the Building Code.
34. Upon completion of demolition activities, the applicant shall request a final inspection by the Building Safety Division.
Construction / Framing
35. Prior to the commencement of work, the applicant shall submit a copy of their Construction Management Plan. The Construction Management Plan shall include a dedicated parking location for construction workers, not within the public right of way. 35 Resolution No 24-24
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36. A construction staging plan shall be reviewed and approved by the Planning Director prior to plan check submittal.
37. Construction hours shall be limited to Monday through Friday from 7:00 a.m. to 7:00 p.m. and Saturdays from 8:00 a.m. to 5:00 p.m. No construction activities shall be permitted on Sundays or City-designated holidays.
38. Construction management techniques, including minimizing the amount of equipment used simultaneously and increasing the distance between emission sources, shall be employed as feasible and appropriate. All trucks leaving the construction site shall adhere to the California Vehicle Code. In addition, construction vehicles shall be covered when necessary; and their tires rinsed prior to leaving the property.
39. All new development, including construction, grading, and landscaping shall be designed to incorporate drainage and erosion control measures prepared by a licensed engineer that incorporate structural and non-structural Best Management Practices (BMPs) to control the volume, velocity and pollutant load of storm water runoff in compliance with all requirements contained in LIP Chapter 17, including:
a. Construction shall be phased to the extent feasible and practical to limit the amount of disturbed areas present at a given time.
b. Grading activities shall be planned during the southern California dry season (April through October).
c. During construction, contractors shall be required to utilize sandbags and berms to control runoff during on-site watering and periods of rain in order to minimize surface water contamination.
d. Filter fences designed to intercept and detain sediment while decreasing the velocity of runoff shall be employed within the project site.
40. When framing is complete, a site survey shall be prepared by a licensed civil engineer or architect that states the highest roof member elevation, lowest finish floor elevation and elevation of centerline of Malibu Road. Prior to the commencement of further construction activities, said document shall be submitted to the assigned Building Inspector and Planning Department for review and sign off on framing.
41. For the transportation of heavy construction equipment and/or material, which requires the use of oversized-transport vehicles on State highways, the applicant / property owner is required to obtain a transportation permit from the California Department of Transportation.
Waste Management
42. The applicant/property owner shall contract with a City approved hauler to facilitate the recycling of all recoverable/recyclable material. Recoverable material shall include but shall not be limited to: asphalt, dirt and earthen material, lumber, concrete, glass, metals and drywall.
43. An Affidavit and Certification to implement a Waste Reduction and Recycling Plan (WRRP) signed by the Owner or Contractor shall be submitted to the Environmental and Sustainability Department for review and approval. The WRRP shall indicate the 36 Resolution No 24-24
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agreement of the applicant to divert at least 50 percent of all construction waste generated by the project.
Biology/Landscaping
44. Pursuant to LIP Section 4.6.1(A), new development shall be designed and constructed to avoid encroachments on slopes of 25 percent (4:1) grade or steeper, including fencing.
45. Except as permitted pursuant to the provisions in LUP policies 3.18 and 3.20, throughout the City of Malibu, development that involves the use of pesticides, including insecticides, herbicides, rodenticides or any other similar toxic chemical substances, shall be prohibited in cases where the application of such substances would have the potential to significantly degrade Environmentally Sensitive Habitat Areas or coastal water quality or harm wildlife.
Herbicides may be used for the eradication of invasive plant species or habitat restoration, but only if the use of non-chemical methods for prevention and management such as physical, mechanical, cultural, and biological controls are infeasible. Herbicides shall be restricted to the least toxic product and method, and to the maximum extent feasible, shall be biodegradable, derived from natural sources, and used for a limited time.
46. Prior to installation of any landscaping, the applicant shall obtain plumbing permit for the proposed irrigation system from the Building Safety Division.
47. Prior to or at the time of a Planning final inspection, the property owner/applicant shall submit to the case planner a copy of the plumbing permit for the irrigation system installation that has been signed off by the Building Safety Division.
48. Prior to final plan check approval, provide landscape water use approval from WD29.
49. Invasive plant species, as determined by the City of Malibu, are prohibited.
50. All new and existing vegetation forming a view impermeable condition (hedge) serving the same function as a fence or wall, occurring within the side or rear yard setback shall be maintained at or below six feet in height. View impermeable hedges occurring within the front yard setback serving the same function as a fence or wall shall be maintained at or below 42 inches in height. Three violations of this condition will result in a requirement to permanently remove the vegetation from the site.
51. Vegetation shall be situated on the property so as not to significantly obstruct the primary view from private property at any given time (given consideration of its future growth).
52. No non-native plant species shall be approved greater than 50 feet from the residential structure.
53. Any site preparation activities, including removal of vegetation, between February 1 and September 15 will require nesting bird surveys by a qualified biologist at least 5 days prior to initiation of site preparation activities. Should active nests be identified, a buffer area no less than 150 feet (300 feet for raptors) shall be fenced off until it is determined by a qualified biologist that the nest is no longer active. A report discussing the results of nesting 37 Resolution No 24-24
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bird surveys shall be submitted to the City within two business days of completing the surveys.
54. The landscape plan shall prohibit the use of building materials treated with toxic compounds such as creosote or copper arsenate.
55. The use of wood chips and shredded rubber is prohibited anywhere on the site. Flammable mulch material, including shredded bark, pine needles, and artificial turf, are prohibited between zero and five feet of a structure. Non-continuous use of flammable mulch (excluding wood chips and shredded rubber) is allowed between 5 and 30 feet from the eave/overhang of a structure with limited application areas. Any mulch materials (excluding wood chips and shredded rubber) are allowed 30 feet or more from a structure with no limitation on application area.
Fire Department/Fuel Modification
56. The project shall receive LACFD approval of a Final Fuel Modification Plan prior to the issuance of final building permits.
57. The project is required to have an interior automatic sprinkler system.
Public Works
58. This project proposes to construct a new driveway within the City's right-of-way. Prior to the Public Works Department's approval of the grading or building permit, the applicant shall obtain encroachment permits from the Public Works Department for the proposed driveway. The driveway shall be constructed of either 6-inches of concrete over 4-inches of aggregate base, or 4-inches of asphalt concrete over 6-inches of aggregate base. The driveway shall be flush with the existing grades with no curbs.
59. Several existing private improvements are located within the City’s right-of-way, such as (but not limited to) landscaping, railroad ties, fencing. These improvements are required to be removed as part of this project and must be shown on the plans. The applicant shall place notes on the plans for the removal of existing encroachments within the City’s rightof-way. Prior to the Public Works Department’s approval of the grading or building permit, the applicant shall obtain encroachment permits from the Public Works Department for the removal of the private improvements within the City’s right-of-way.
60. Clearing and grading during the rainy season (extending from November 1 to March 31) shall be prohibited for development that:
a. Is located within or adjacent to ESHA, or
b. Includes grading on slopes greater than 4 to 1.
Approved grading for development that is located within or adjacent to ESHA or on slopes greater than 4 to 1 shall not be undertaken unless there is sufficient time to complete grading operations before the rainy season. If grading operations are not completed before the rainy season begins, grading shall be halted and temporary erosion control measures shall be put into place to minimize erosion until grading resumes after March 31, unless the City determines that completion of grading would be more protective of resources. 38 Resolution No 24-24
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61. Exported soil from a site shall be taken to the Los Angeles County Landfill or to a site with an active grading permit and the ability to accept the material in compliance with LIP Section 8.3.
62. The ocean between Latigo Point and the West City limits has been established by the State Water Resources Control Board as an Area of Special Biological Significance (ASBS) as part of the California Ocean Plan. This designation allows discharge of storm water only where it is essential for flood control or slope stability, including roof, landscape, road and parking lot drainage, to prevent soil erosion, only occurs during wet weather, and is composed of only storm water runoff. The applicant shall provide a drainage system that accomplishes the following:
a. Installation of BMPs that are designed to treat the potential pollutants in the storm water runoff so that it does not alter the natural ocean water quality. These pollutants include trash, oil and grease, metals, bacteria, nutrients, pesticides, herbicides and sediment.
b. Prohibits the discharge of trash.
c. Only discharges from existing storm drain outfalls are allowed. No new outfalls will be allowed. Any proposed or new storm water discharged shall be routed to existing storm drain outfalls and shall not result in any new contribution of waste to the ASBS (i.e., no additional pollutant loading).
d. Elimination of non-storm water discharges.
63. A Local Storm Water Pollution Prevention Plan (LSWPPP) shall be provided prior to issuance of grading/building permits. This plan shall include an Erosion and Sediment Control Plan (ESCP) that includes, but is not limited to:
Erosion Controls Scheduling Erosion Controls Scheduling Preservation of Existing Vegetation
Sediment Controls
Silt Fence
Sand Bag Barrier
Stabilized Construction Entrance
Non-Storm Water Management Water Conservation Practices Dewatering Operations
Waste Management Material Delivery and Storage
Stockpile Management
Spill Prevention and Control
Solid Waste Management
Concrete Waste Management
Sanitary/Septic Waste Management
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64. All Best Management Practices (BMP) shall be in accordance to the latest version of the California Stormwater Quality Association (CASQA) BMP Handbook. Designated areas for the storage of construction materials, solid waste management, and portable toilets must not disrupt drainage patterns or subject the material to erosion by site runoff.
65. A Water Quality Mitigation Plan (WQMP) is required for this project. The WQMP shall be supported by a hydrology and hydraulic study that identifies all areas contributory to the property and an analysis of the predevelopment and post development drainage of the site. The WQMP shall meet all the requirements of the City’s current Municipal Separate Stormwater Sewer System (MS4) permit.
66. Hydromodification, which is alteration or disturbance of streams or natural drainage courses or human-made or altered drainage courses that have replaced natural streams or drainages and serve the same function, shall be prohibited. a. Necessary water supply projects where no feasible alternative exists. b. Flood protection for existing development where there is no other feasible alternative.
c. The improvement of fish and wildlife habitat.
67. A State Construction activity permit is required for this project due to the disturbance of more than one acre of land for development. Provide a copy of the letter from the State Water Quality Control Board containing the WDID number prior to the issuance of grading or building permits.
68. The consulting engineer shall sign the final plans prior to the issuance of permits.
69. All final plans including but not limited to, the grading and drainage plan shall be reviewed and approved by the City Public Works Department.
Geology
70. All recommendations of the consulting certified engineering geologist or geotechnical engineer and/or the City geotechnical staff shall be incorporated into all final design and construction including foundations, grading, sewage disposal, and drainage. Final plans shall be reviewed and approved by the City geotechnical consultant reviewers prior to the issuance of permits.
71. Final plans approved by the City geotechnical consultant reviewers shall be in substantial conformance with the approved CDP relative to construction, grading, sewage disposal and drainage. Any substantial changes may require a CDP amendment or a new CDP.
Swimming Pool / Spa / Mechanical Equipment
72. Onsite noise, including that which emanates from swimming pool and air conditioning equipment, shall be limited as described in MMC Chapter 8.24 (Noise).
73. Pool and air conditioning equipment that will be installed shall be screened from view by a solid wall or fence on all four sides. The fence or walls shall comply with LIP Section
3.5.3(A).
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74. All swimming pools shall contain double walled construction with drains and leak detection systems capable of sensing a leak of the inner wall.
75. The discharge of swimming pool, spa and decorative fountain water and filter backwash, including water containing bacteria, detergents, wastes, algaecides, or other chemicals is prohibited. Swimming pool, spa, and decorative fountain water may be used as landscape irrigation only if the following items are met:
a. The discharge water is dechlorinated, debrominated or if the water is disinfected using ozonation;
b. There are sufficient BMPs in place to prevent soil erosion; and c. The discharge does not reach into the MS4 or to the ASBS (including tributaries).
76. Discharges not meeting the above-mentioned methods must be trucked to a Publicly Owned Wastewater Treatment Works.
77. A sign stating “It is illegal to discharge pool, spa, or water feature waters to a street, drainage course, or storm drain per MMC Section 13.04.060(D)(5)” shall be posted in the filtration and/or pumping equipment area for the property. Prior to the issuance of any permits, the applicant shall indicate the method of disinfection and the method of discharging.
Environmental Health
78. Prior to the issuance of a building permit the applicant shall demonstrate, to the satisfaction of the Building Official, compliance with the City of Malibu’s Onsite Wastewater Treatment regulations including provisions of LIP Section 18.9 related to continued operation, maintenance and monitoring of onsite facilities.
79. Prior to final Environmental Health approval, a final OWTS plot plan shall be submitted showing an AOWTS design meeting the minimum requirements of the Malibu Plumbing Code (MPC) and the LCP, including necessary construction details, the proposed drainage plan for the developed property and the proposed landscape plan for the developed property. The AOWTS plot plan shall show essential features of the AOWTS and must fit onto an 11-inch by 17-inch sheet leaving a five-inch margin clear to provide space for a City applied legend. If the scale of the plans is such that more space is needed to clearly show construction details and/or all necessary setbacks, larger sheets may also be provided (up to a maximum size of 18 inches by 22 inches).
80. A final design and system specifications shall be submitted as to all components (i.e., alarm system, pumps, timers, flow equalization devices, backflow devices, etc.) proposed for use in the construction of the proposed OWTS. For all OWTS, final design drawings and calculations must be signed by a California registered civil engineer, a registered environmental health specialist or a professional geologist who is responsible for the design. The designer must also be a registered OWTS designer with the City of Malibu.
The final OWTS design report and drawings shall be submitted to the City Environmental Health Administrator with the designer’s wet signature, professional registration number and stamp (if applicable).
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81. The final OWTS design report shall contain the following information (in addition to the items listed above).
a. Required treatment capacity for wastewater treatment and disinfection systems. The treatment capacity shall be specified in terms of flow rate, gallons per day, and shall be supported by calculations relating the treatment capacity to the number of bedroom equivalents, plumbing fixture equivalents, and/or the subsurface effluent dispersal system acceptance rate. The fixture unit count must be clearly identified in association with the design treatment capacity, even if the design is based on the number of bedrooms. Average and peak rates of hydraulic loading to the treatment system shall be specified in the final design;
b. Sewage and effluent pump design calculations (as applicable). c. Description of proposed wastewater treatment and/or disinfection system equipment. State the proposed type of treatment system(s) (e.g., aerobic treatment, textile filter ultraviolet disinfection, etc.); major components, manufacturers, and model numbers for "package" systems; and conceptual design for custom engineered systems;
d. Specifications, supporting geology information, and percolation test results for the subsurface effluent dispersal portion of the onsite wastewater disposal system. This must include the proposed type of effluent dispersal system (drainfield, trench, seepage pit subsurface drip, etc.) as well as the system’s geometric dimensions and basic construction features. Provide seepage pit cap depth relative to original and finished grades. Supporting calculations shall be presented that relate the results of soils analysis or percolation/infiltration tests to the projected subsurface effluent acceptance rate, including any unit conversions or safety factors. Average and peak rates of hydraulic loading to the effluent dispersal system shall be specified in the final design. The projected subsurface effluent acceptance rate shall be reported in units of total gallons per day and gallons per square foot per day. Specifications for the subsurface effluent dispersal system shall be shown to accommodate the design hydraulic loading rate (i.e., average and peak OWTS effluent flow, reported in units of gallons per day). The subsurface effluent dispersal system design must take into account the number of bedrooms, fixture units and building occupancy characteristics; and
e. All final design drawings shall be submitted with the wet signature and typed name of the OWTS designer. If the scale of the plan is such that more space is needed to clearly show construction details, larger sheets may also be provided (up to a maximum size of 18 inch by 22 inch, for review by Environmental Health). Note:
For OWTS final designs, full-size plans are required for review by the Building Safety Division and/or the Planning Department.
82. Final plans shall clearly show the locations of all existing OWTS components (serving preexisting development) to be abandoned and provide procedures for the OWTS' proper abandonment in conformance with the Malibu Municipal Code.
83. All project traffic rated slab plans shall be submitted for Environmental Health review and approval. These plans must be approved by the Building Safety Division prior to receiving Environmental Health final approval.
84. Proof of ownership of subject property shall be submitted to the City Environmental Health Administrator.
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85. An operations and maintenance manual specified by the OWTS designer shall be submitted to the City Environmental Health Administrator. This shall be the same operations and maintenance manual submitted to the owner and/or operator of the proposed OWTS following installation.
86. Prior to final Environmental Health approval, a maintenance contract executed between the owner of the subject property and an entity qualified in the opinion of the City of Malibu to maintain the proposed OWTS after construction shall be submitted. Only original wet signature documents are acceptable and shall be submitted to the City Environmental Health Administrator.
87. Prior to final Environmental Health approval, a covenant which runs with the land shall be executed between the City of Malibu and the holder of the fee simple absolute as to subject real property and recorded with the Los Angeles County Recorder’s Office. Said covenant shall serve as constructive notice to any future purchaser for value that the AOWTS serving subject property is an alternative method of onsite wastewater disposal pursuant to the City of Malibu Plumbing Code, Appendix K, Section 1(i). Said covenant shall be provided by the City of Malibu Environmental Health Administrator and shall be submitted to the City of Malibu with proof of recordation by the Los Angeles County Recorder.
88. Final approval by the City geotechnical consultant reviewers, City Public Works Department and City Planning Department shall be submitted to the City Environmental Health Administrator.
89. A final fee in accordance with the adopted fee schedule at the time of the final approval shall be paid to the City of Malibu for Environmental Health review of the OWTS design and system specification.
90. In accordance with MMC Chapter 15.14, an application shall be made to the Environmental and Building Safety Division for an OWTS operating permit. An operating permit fee shall be submitted with the application and a final fee shall be paid for Environmental Health review of the OWTS design and system specifications.
Water Service
91. Prior to the issuance of a building permit, the applicant shall submit an updated Will Serve Letter from Los Angeles County Waterworks District No. 29 to the Planning Department indicating the ability of the property to receive adequate water service.
Prior to Occupancy
92. Prior to a final Building inspection, the applicant shall provide a Recycling Summary Report (Summary Report) and obtain the approval from the Environmental Sustainability Department.
Applicant must provide haul tickets and diversion information. The final Summary Report shall designate the specific materials that were land filled or recycled, and state the facilities where all materials were taken.
93. The applicant shall request a final Planning Department inspection prior to final inspection by the City of Malibu Building Safety Division. A Certificate of Occupancy shall not be 43 Resolution No 24-24
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issued until the Planning Department has determined that the project complies with this coastal development permit. A temporary Certificate of Occupancy may be granted at the discretion of the Planning Director, provided adequate security has been deposited with the City to ensure compliance should the final work not be completed in accordance with this permit.
94. Prior to final Planning inspection or other final project sign off (as applicable), the applicant shall submit to the Planning Director for review and approval a certificate of completion in accordance with the Landscape Water Conservation Ordinance (MMC Chapter 17.53).
The certificate shall include the property owner’s signed acceptance of responsibility for maintaining the landscaping and irrigation in accordance with the approved plans and MMC Chapter 17.53.
95. Prior to issuance of a Certificate of Occupancy, the City Biologist shall inspect the project site and determine that all Planning Department conditions to protect natural resources are in compliance with the approved plans.
96. Any construction trailer, storage equipment or similar temporary equipment not permitted as part of the approved scope of work shall be removed prior to final inspection and approval, and if applicable, the issuance of the certificate of occupancy.
Site Specific Conditions
97. No furniture or other attachment, whether temporary or fixed, other than the approved trellis may be placed on the deck nearest the ocean taller than 18 feet in height as measured from adjacent grade.
Fixed Conditions
98. This coastal development permit shall run with the land and bind all future owners of the property.
99. Violation of any of the conditions of this approval may be cause for revocation of this permit and termination of all rights granted there under.
Deed Restrictions
100. The property owner is required to execute and record a deed restriction which shall indemnify and hold harmless the City, its officers, agents, and employees against any and all claims, demands, damages, costs and expenses of liability arising out of the acquisition, design, construction, operation, maintenance, existence or failure of the permitted project in an area where an extraordinary potential for damage or destruction from wildfire exists as an inherent risk to life and property. The property owner shall provide a copy of the recorded document to Planning Department staff prior to final Planning Department approval.
101. Prior to final Planning Department approval, the applicant shall be required to execute and record a deed restriction reflecting lighting requirements set forth in Condition Nos. 15-22. 44 Resolution No 24-24
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The property owner shall provide a copy of the recorded document to the Planning Department prior to final Planning Department approval.
SECTION 7. The City Council shall certify the adoption of this resolution.
PASSED, APPROVED AND ADOPTED this 26th day of August, 2024. ________________________________________
DOUG STEWART, Mayor
ATTEST:
____________________________________
KELSEY PETTIJOHN, City Clerk
(seal)
APPROVED AS TO FORM:
__________________________________
TREVOR RUSIN, Interim City Attorney
COASTAL COMMISSION APPEAL – An aggrieved person may appeal the City Council’s approval to the Coastal Commission within 10 working days of the issuance of the City’s Notice of Final Action. Appeal forms may be found online at www.coastal.ca.gov or by calling (805) 585- 1800. Such an appeal must be filed with the Coastal Commission, not the City.
Any action challenging the final decision of the City made as a result of the public hearing on this application must be filed within the time limits set forth in Section 1.12.010 of the MMC and Code of Civil Procedure. Any person wishing to challenge the above action in Superior Court may be limited to raising only those issues they or someone else raised at the public hearing, or in written correspondence delivered to the City of Malibu at or prior to the public hearing. 45 City of Malibu
23825 Stuart Ranch Road ‘ Malibu, California ' 90265-4861 Phone (310) 456-2489 ‘ Fax (310) 456—3356 ‘ www.malibucity.org
PLANNING DEPARTMENT
COASTAL DEVELOPMENT PERMIT
NOTICE OF APPEAL CHECKLIST
Actions Subject to Local Appeal: Pursuant to Local Coastal Program (LCP) Local Implementation Plan (LIP) Section 1320.1 (Local Appeals), a decision or any portion of the decision of the Planning Director may be appealed to the Planning Commission by an aggrieved person, and any decision of the Planning Commission may be appealed to the City Council by 'an aggrieved person.
Deadline and Fees: Pursuant to LIP Section 1320.1, an appeal shall be filed with the City Clerk within 1O days following the date of action for which the appeal is made, as indicated in the decision. if the tenth day falls on a weekend or a City-recognized holiday, the deadline shall extend to the close of business at City Hall on the first business day (whether whole or partial) following the weekend or a City-recognized holiday. Appeals shall be accompanied by the filing fee of $750 as specified by the City Council.
To perfect an appeal, the form must be completed, together with all the necessary attachments, and must be timely received by the City Clerk either in person or by mail addressed to City of Malibu, Attn: City Clerk, 23825 Stuart Ranch Road, Malibu, CA 90265. For more information, contact Patricia Salazar, Development and Operations Manager, at (310) 456-2489, extension 245.
Part I. Project lnfonnation
1. What is the file number of the Coastal Development Permit you are appealing? CDP 20-068
2. On what date was the decision made which vou are aooealino? December 18, 2023. Resolution Adopted February 5, 2024
3. Who made the decision you are appealing?
D Planning Director Planning Commission
4. What is the address of the project site at issue?
6734 Zumirez Drive
P:\Forms\COUNTER FORMS\PLN Appeal Checklist_CDP_2205 1 8.docx Exhibit B 46 Part ll. Appeal Summary
1. Indicate your interest in the decision by checking the appropriate box. % i am the Applicant for the project
D i am the neighbor
El Other (describe)
2. If you are not the applicant, please indicant the applicant’s name:
N/A
3. Indicate the nature of your appeai.
a) Are you appealing the D approvai or the denial of the application or D a condition of approval?
b) Each approval is accompanied by a list of specific conditions. If you are appealing one or more of the conditions of approval, list the condition number and state the grounds for your appeal. (Attach extra sheets if necessary.)
4. Check the appropriate box(es) to indicate which of the following reasons forms the basis of your appeal:
The hndings or conditions are not supported by the evidence, or the decision is not supported by the findings: or
There was a lack of fair or impartial hearing: or
The decision was contrary to law.
You must next provide a specific statement in support of each of the bases for appeal that you have checked above. Appeals that are stated in generalities, legal or othen/vise, are not adequate. (Attach extra sheets if necessary.) See Attached Memo
47 Each coastal development permitting decision made by the Planning Director or the Planning Commission is accompanied by written findings. The written findings set forth the basis for the decision. If you have checked the first box in this section as a ground for your appeal, you must indicate the specitic hnding(s) you disagree with and give specific reasons why you believe the tinding(s) is/are not supported by the evidence or why the decision is not supported by the findings. Appeals stated in generalities, legal or othenlvise, are not adequate. (Attach extra sheets if necessary.)
See Attached Memo
Part lll. Appeal Checklist
ALL of the following must be timely filed to perfect an appeal.
1. Completed Appeal Checklist (This form with appellant’s signature) Appeal Fee $750
The appeal fee must be submitted in the form of a check or money order made payable to the City of Malibu. Cash will not be accepted.
Mailing Labels and Radius Maps for Public Notice to Property Owners and Occupants Public Notice of an appeal must conform to the manner in which the original notice was given. The notice radius for appealable CDPs and non-appealable CDPs that do not require a public hearing is 100 feet for property owners and residents. The notice radius for non-appealable CDPs that require a public hearing is 300 feet for property owners and 100 feet for residents.
The mailing labels and radius map must be certified by the preparer (a form is available at the public counter): certification may not be more than six months prior to the date of submittal; the radius map must be provided on an 81/2” x 11" paper; the mailing labels must be printed on 81/2” x 11" paper, 3 columns, 10 rows (e.g. Avery 5160).
48
Part IV. Signature and Appellant Information
I hereby certify that the appeal submittal contains all of the above items. I understand that if any of the items are missing or otherwise deficient, the appeal is ineffective and the filing fee may be returned. IN ORDER TO PERFECT AN APPEAL, ALL APPEAL SUBMITTALS MUST BE COMPLETE BY THE DEADLINE. NO EXTENSIONS VWLL BE ALLOWED FOR APPELLANTS WHO ONLY PARTIALLY COMPLY WITH THESE REQUIREMENTS AS OF THE DEADLINE. IF AN APPEAL IS NOT PERFECTED BY THE DEADLINE, THE DECISION BECOMES FINAL.
Jason Rouse 31 0.592.9180
PRINT APPEL NT’S NAME TELEPHONE NUMBER
2/6/24
APP T’s wATURE DATE
Appellant’s mailing address: Jas°n@crosscreekgroup-Com
Appellant’s email address:
OFFICE USE ONLY
Action Appealed: 13C \ 1 O i M QV* 00 I —
Appeal Period: l/(a / QR _ A /l5 /§\q
Date Appeal Form and required documents submitted: 3/ [g/QLI Appeal Completion Date: 1 / [Ex/Q”! by:/IZQ&9§LLQ s (I: Vans gQAM Agk M {in BMWAnaibsi’ (Name, T1tle)
49 February 9, 2024
Via Email Correspondence & Direct Submittal to City Planning City of Malibu
Planning Department
23825 Stuart Ranch Road
Malibu, CA, 90265
RE: Appeal of Planning Commission Resolution of Denial No. 24-09; A Resolution Denying Coastal Development Permit No. 20-068
Dear Mayor Uhring and Honorable Members of the City Council, The following is supportive of the appeal application checklist requirement Part II Appeal Summary #4, regarding our appeal of the denial by the Planning Commission of Coastal Development Permit application for the project located at 6734 Zumirez Drive, Malibu CA 90265, CDP #20-068. Our appeal is based on the following grounds, there was not substantial evidence in the record to support the Commissions denial whereas there was ample evidence to support approval and the Commission violated the applicant’s due process rights (Substantive DP and Procedural DP) during the decision-making process.
1. Insufficient Basis for Denial (Decision was Contrary to Law): The City's resolution provides no facts, rationale, statements, or other reasoning for recommending project denial. The maker of the motion, Commissioner John Mazza, despite being urged several times by the other Commissioners and the City Attorney, insisted that the motion be a general denial, unsupported by any specific facts or reasoning offered in support of the motion/decision. It is crucial to note that the Commission did not provide or reference any facts or substantial evidence to support the findings necessary to justify the denial under LIP section 13.9 which states:
13.9 Findings:
"All decisions on coastal development permits shall be accompanied by written findings:
A. That the project as described in the application and accompanying materials, as modified by any conditions of approval, conforms with certified City of Malibu Local Coastal Program; and B. If the project is located between the first public road and the sea, that the project is in conformity with the public access and recreation policies of Chapter 3 of the Coastal Act of 1976 (commencing with Sections 30200 of the Public Resources Code).
C. The project is the least environmentally damaging alternative.
D. If the project is located in or adjacent to an environmentally sensitive habitat area pursuant to Chapter 4 of the Malibu LIP (ESHA Overlay), that the project conforms with the recommendations of the Environmental Review Board, or if it does not conform with the recommendations, findings explaining why it is not feasible to take the recommended action." 50 The rationale provided by Commissioner Mazza for denial was that there was “not enough information" in the record to approve the project. This reasoning was vague, ambiguous, disingenuous, unsupported by substantial evidence and demonstrably untrue. Multiple surveys and slope maps, architectural project plans, civil engineer grading plans, geology and soils reports, septic system design, visual impact analysis, landscaping plans, story pole plans and analysis, analysis demonstrating the lack of primary private views impacts, a statistical analysis of the neighborhood character of all homes within 500 ft. coupled with aerial photographs, and an extensive policy analysis have been provided to the City on this project A remarkably extensive record exists for this project, one that includes information and submittals made over many years. All of this was presented to the Commission.
All the project reports and plans were reviewed and approved by the City Planning Department, Department of Public Works, Health Department, City Biologist, Fire Department, and Geology Department. The Planning Department has written 6 separate staff reports recommending approval of the subject permit, as it is demonstrably consistent with all the applicable regulations in the City's Municipal Code and Local Coastal Program (LCP).
Despite the repeated and adamant advice of the city attorney and the other Planning Commissioners that the Commission was obligated to adopt findings of denial that were support by facts and substantial evidence (reasons) as to what part of the project was inconsistent with applicable regulations, Commissioner Mazza flatly refused, and stated that he didn't need to provide any facts or reasoning in support of his denial motion. The Commission voted to deny the project notwithstanding the fact that the Commission couldn't identify a single regulation or policy that the project was inconsistent with. Such a baseless decision by the city's planning commission is without precedent in the City and is incontrovertibly inconsistent with the LCP per LIP 13.9, standard operating procedures for virtually every regulatory body in the state of California, and it rendered the entire proceeding farcical.
3. Overt Filibuster, Due Process Violations, and Commissioner Bias: The denial by the Planning Commission appears to be an overt filibuster, intentionally designed to cause delays and confusion in the application process with clear evidence of these biases provided in the public records act request results from December 6th, 2023. The applicant raised concerns through their attorney about bias and a potential violation of substantive and procedural due process rights under both State and Federal Constitutions before the hearing. The Commission's actions during the hearing manifested the applicants' worst fears, as many of the comments by the Commissioners were clearly geared towards obstructing the applicant's path to approval. Commissioner Mazza went so far as to suggest that the house be redesigned by moving it further West 15 ft., although there was no basis in code for doing so. This is exactly what the neighbor’s representatives suggested to the applicant’s attorney as a settlement for Ms. Janet Friesen to drop their opposition. It is obvious to the applicant that certain members of the Commission are coordinating with Ms. Friesen and abusing their position of authority on the planning commission to do the bidding of the opposing neighbor.
There is evidence on record suggesting that Commissioners Hill and Mazza were biased and acted on that bias to the detriment of the applicant, resulting in the denial of the project. Both Commissioner Hill and Commissioner Mazza were "shopping" for excuses to delay and deny the project, in contradiction to the substantial credible evidence provided by the applicant and the city planning staff that the project was consistent with the Municipal Code and the LCP. Commissioner Mazza stated on the record that he didn't need to identify any regulations that the project was inconsistent with. The Commission is not legally allowed to demand a project redesign "Just because" or because the Commissioner is friends with the neighbor and wants to see her succeed. Neither Commissioner Mazza nor Hill have, to this day, declared 51 their ex parte meetings with the project opponent or her legal representatives (and there is clear evidence in the record to show such ex parte meetings and discussions occurred). Even after the applicant presented these Commissioners with the email correspondence between the neighbor’s attorney and the Commissioners, they did not confirm such discussions nor make disclosures of the same. Such bias rendered the Planning Commission hearing fundamentally unfair and constituted a violation of the applicant's due process rights and provides grounds to set aside the Commission’s decision under California Code of Civil Procedure section 1094.5 (Writ of Mandate).
Provided that my project is demonstrably consistent with the zoning laws of the City (LCP and MMC) I respectfully request that my appeal be approved and that I be allowed to proceed to build my home. I seek only fairness and equal treatment under the law, to have the facts of this case applied to the application. I am confident that if this occurs my project will be approved, as the city professional staff has repeatedly recommended. I thank the Council for their time and consideration of this appeal.
Sincerely,
IBN Properties
Jason Rouse
6734 Zumirez Drive, Malibu CA 90265
52 CITY OF MALIBU PLANNING COMMISSION
RESOLUTION NO. 24-09
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
MALIBU DENYING COASTAL DEVELOPMENT PERMIT NO. 20-068 AND DEMOLITION PERMIT NO. 20-028 FOR THE DEMOLITION OF AN
EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCTION OF A
NEW 5,860 SQUARE FOOT SINGLE-FAMILY RESIDENCE, 986 SQUARE FOOT BASEMENT, 510 SQUARE FOOT ATTACHED GARAGE, 462
SQUARE FOOT DETACHED GARAGE, 471 SQUARE FOOT DETACHED
SECOND UNIT, SWIMMING POOL, TWO SPAS, ONSITE WASTEWATER TREATMENT SYSTEM AND ASSOCIATED DEVELOPMENT; INCLUDING
SITE PLAN REVIEW NO. 21-009 FOR CONSTRUCTION UP TO 24 FEET IN
HEIGHT FOR A FLAT ROOF, LOCATED IN THE RURAL RESIDENTIAL, ONE-ACRE ZONING DISTRICT AT 6734 ZUMIREZ DRIVE (IBN PROPERTIES, LLC) The Flaming Commission of the City of Malibu does hereby find, order and resolve as follows:
SECTION l. Recitals.
A. On December 29, 2020, an application for Coastal Development Permit (CDP) No. 20-068 and Demolition Permit (DP) No. 20—028 was submitted to the Planning Department by the applicant, Schmitz and Associates, Inc., on behalf of the property owner, IBN Properties, LLC.
The application was routed to the City Biologist, City Environmental Health Administrator, City geotechnical consultant reviewers, City Public Works Department, Waterworks District No. 29 (WD29) and Los Angeles County Fire Department (LACFD) for review.
B. On April 15, 2021, Site Plan Review (SPR) No. 21-009 was added to the project for proposed construction over 18 feet in height.
C. On June 29, 2022, the applicant posted a Notice of CDP Application on the subject property and staff deemed the CDP application complete for processing.
D. On July 7, 2022, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subj ect property.
E. On August l, 2022, the Planning Commission continued the item to a date uncertain for staff to investigate potential View concerns from the neighbors.
F. On January 26, 2023, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation Within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subj ect property.
G. On February 21, 2023, The Planning Commission continued the item to the March 6, 2023 Planning Commission meeting.
H. On March 6, 2023, the Flaming Commission held a duly noticed public hearing on the subj ect application, reviewed and considered the staff report, reviewed and considered written reports, public testimony, and other information in the record. The project was remanded to the City Council after deadlock voting by the Planning Commission. 53 Exhibit C
Resolution No 24-09
I. On August 17, 2023, a Notice of City Council Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.
J. On August 31, 2023, a second Notice of City Council Public Hearing was mailed to all property owners within a 500-f00t radius of the subject property that were not Within the original mailing data used for the August l7, 2023 notice.
K. On September 11, 2023, the City Council continued the item to the September 25, 2023 Regular City Council meeting.
L. On September 25, 2023, the City Council continued the item to the October 9, 2023 Regular City Council meeting.
M. On October 9, 2023, the City Council continued the item to the October 23, 2023 Regular City Council meeting.
N. On October 23, 2023, the City Council held a duly noticed public hearing on the subject application, reviewed and considered the staff report, reviewed and considered written reports, public testimony, and other information in the record. The item was remanded back to the Planning Commission over uncertainty Whether the proj ect should rightfully be before the Council.
O. On November 23, 2023, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subj ect property.
P. On December l8, 2023, the Planning Commission held a duly noticed public hearing on the subject application, reviewed and considered the staff report, reviewed and considered written reports, public testimony, and other information in the record. The Flaming Commission directed staff to come back with a resolution for denial of the project 2-1, Commissioner Leonard abstaining, Commissioner Smith dissenting and Commissioner Peak absent.
Q. On February 5, 2024, the denial resolution was brought to the Flaming Commission on consent calendar. The Planning Commission accepted the denial resolution.
SECTION 2. Environmental Review.
Pursuant to the authority and criteria contained in the California Environmental Quality Act (CEQA), the Planning Commission has analyzed the proposed project. The Planning Commission finds that Pursuant to CEQA Guidelines Section 15270, CEQA does not apply to projects which a public agency rej ects or disapproves.
54 Resolution NO 24-09
r SECTION 3. Coastal Development Permit Findings.
Based on evidence contained Within the record, including the agenda report for the proj ect and the hearing on December 18, 2023, and pursuant to the Local Coastal Program (LCP) Local Implementation Plan (LIP) including Sections 13.7(B) and 13.9 and Malibu Municipal Code (MMC), the Planning Commission denies CDP No. 20-068 and DP No. 20-028 for the demolition of an existing single-family residence and construction of a new 5,860 square foot single-family residence, 986 square foot basement, 510 square foot attached garage, 462 square foot detached garage, 471 square foot detached second unit, swimming pool, two spas, onsite wastewater treatment system (OWTS) and associated development; including SPR No. 21-009 for construction up to 24 feet in height for a flat roof, located in the Rural Residential One-Acre (RR- 1) zoning district at 6734 Zumirez Drive.
The Flaming Commission hereby denies the application based on the subject application, review and consideration of staff reports, review and consideration of written reports, public testimony, and other information in the record.
SECTION 4. Planning Commission Action.
Based on the foregoing findings and evidence contained within the record, the Flaming Commission hereby denies CDP No. 20-068, SPR No. 21-009, and DP No. 20-028.
SECTION 5. The Planning Commission shall certify the adoption of this resolution.
PASSED, APPROVED AND ADOPTED this 5th day of February, 2024.
MW KRAIG HILL, Planning Commission Chair
ATTEST:
69.11%9 REBECCA EVANS, Recording Secretary
LOCAL APPEAL - Pursuant to Local Coastal Program Local Implementation Plan (LIP) Section
13.201 (Local Appeals) a decision made by the Planning Commission may be appealed to the City Council by an aggrieved person by written statement setting forth the grounds for appeal. An appeal shall be filed with the City Clerk within 10 days and shall be accompanied by an appeal form and filing fee, as specified by the City Council. Appeal forms may be found online at www.malibucityorg, in person at City Hall, or by calling (3 10) 456-2489, ext. 246.
Any action challenging the final decision of the City made as a result of the public hearing on this application must be filed within the time limits set forth in Section 1.12.010 of the MMC and Code of Civil Procedure. Any person wishing to challenge the above action in Superior Court may be limited to raising only those issues they or someone else raised at the public hearing, or in written correspondence delivered to the City of Malibu at or prior to the public hearing. 55 Resolution NO 24-09
I CERTIFY THAT THE FOREGOING RESOLUTION NO. 24-09 was passed and adopted by the Flaming Commission ofthe City of Malibu at the regular meeting held on the 5th day of February 2024 by the following vote:
AYES: 3 Commissioners: Leonard, Smith, Hill NOES: 0
ABSTAIN: 0
ABSENT: 2 Commissioners: Peak, Mazza
REBECCA EVANS,W
Recording Secretary
56 THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY
AND COPYRIGHT OF WARREN GARRETT AND SHALL NOT BE
USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT
WITH WARREN GARRETT.WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
WARREN GARRETT PRIOR TO THE COMMENCEMENT OF ANYWORK.
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
Zumirez
MP, MS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTES
PROJECTREVISION SCHEDULE
NO. DATE ISSUE
COVER SHEET
PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
MARCH 03, 2023
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT
3 2022/05/26 PLANNING RE-SUBMT
4 2022/06/20 PLANNING RE-SUBMT
5 2023/03/03 PLANNING RE-SUBMT
T-1.1
AS NOTED
ADDITIONALADJUSTABLEABOVE FINISHED FLOORABOVE RAISED FLOORAIR CONDITIONINGALTERNATEARCHITECT (URAL)AREA DRAIN
BLOCKINGBOARDBUILDING
CABINETCEILINGCENTERCENTER LINECERAMIC TILECLEARCONCRETECONCRETE MASONRY UNITCONSTRUCTIONCONTINUOUSCONTROL JOINT
DIAMETERDIMENSIONDOUBLEDOUBLE HUNGDOWNDRAWINGELECTRICELECTRIC PANELELEVATORENCLOSUREENGINEEREQUALEQUIPMENTEXISTINGEXTRUDE OR EXTRUSIONFABRICATE(ED)FINISHFIXTUREFLOORFLUORESCENTFOOTFRESH AIR INTAKE (OR INLET)FURNISH(ED)FURRING
GALVANIZEDGAUGEGROUNDGYPSUM BOARD
HEIGHTHOLLOW METALHORIZONTALHOT WATER
INSIDE DIAMETER
ADD'L.ADJ.A.F.F.A.R.F.A/CALT.ARCH.A.D.
BLKG.BD.BLDG.
CAB.CLG.CTR.C.L.C.T.CLR.CONC.C.M.U.CONST.CONT.C.J.
D.I.A..DIM.DBL.D.H.DN.DWG.ELECT.ELECT. PNL.ELEV.ENCL.ENGR.EQ.EQUIP.EXIST.EXTR.FAB.FIN.FIXT.FL.FLUOR.FT.F.A.I.FURN.FUR.
GALV.GA.GRND.GYP. BD.
HT.H.M.HORIZ.H.W.
I.D.
JOINT
MANUFACTUREMANUFACTURER'SMATERIALMAXIMUMMECHANICALMETALMINIMUMMISCELLANEOUS
NORTHNOT IN CONTRACTNOT TO SCALENUMBER
ON CENTEROUTSIDE DIAMETEROPENING
PAIRPERFORATED(ED)PIECE/PIECESPLANTER AREA
QUANTITY
RADIUSREFERENCEREFRIGERATORREINFORCE/REINFORCINGREQUIREDRETURN AIRROUGH OPENING
SHEETSIMILARSOUTHSMOKE DETECTORSPEAKERSPECIFICATIONSSPRINKLER HEADSQUARESTAINLESS STEELSTANDARDSTEELSTRUCTURAL
TELEPHONETELEVISIONTEMPORARYTONGUE AND GROOVETYPICAL
UNLESS OTHERWISE NOTED
VERTICALVINYL COMPOSITION TILEWITHWITHOUTWOOD
JT.
MFR.MFR'S.MATL.MAX.MECH.MTL.MIN.MISC.NN.I.C.N.T.S.NO. OR X O.C.O.D.OPG.
PR.PERF.PC./PCS.P.A.
QTY.
RAD.REF.REFRIG.REINF.REQ.R.A.R.O.
SHT.SIM.SS.D.SPKR.SPECS.S.H.SQ.S.S.STD.STL.STRUCT.
TEL.TVTEMP.T. & G.TYP.
U.O.N.
VERT.V.C.T.
W/W/OWD.
6734 Zumirez Drive, Malibu, CA 90265
March 03, 2023
DEVELOPMENT ANALYSIS
PROJECT TEAM
OWNER
ARCHITECT
LAND SURVEYOR
CIVIL ENGINEERGEOLOGISTGEOTECHNICAL ENGINEER
STRUCTURAL ENGINEER
OWTS ENGINEER
IBN Properties LLC
5115 Douglas Fir Road, Suite F, Calabasas CA 91302 US
Warren Garrett
311 North Robertson Blvd, Suite 920, Los Angeles, CA 90211315 Place d' Youville, Suite 268, Montreal, Canada
APPLICABLE CODES
N / AN / AN / A
EXISTING: 1991 SQ FT
T.D.S.F. CALCULATION MATH
PROJECT DESCRIPTION
RECONSTRUCTION OF SINGLE FAMILY RESIDENCE
- DEMOLITION OF EXISTING 1,991 SQ FT HOUSE AND GARAGE- PROPOSED NEW TWO STORY SINGLE FAMILY RESIDENCE WITH
ATTACHED AND DETACHED GARAGE
- NEW GUEST HOUSE- NEW DRIVEWAY AND WALKWAYS WITH ASSOCIATED GRADING,
LANDSCAPE AND RETAINING WALLS
- NEW SWIMMING POOL/ JACUZZI AND DECKS- NEW OUTDOOR GARDENS OPEN TO THE SKY WITH LANDSCAPE- NEW AOWTS ZONING 2002 LOCAL IMPLEMENTATION PLAN WITH AMENDMENTS
BUILDING CODE LA COUNTY BUILDING CODE, 2017 EDITIONELECTRICAL CODE LA COUNTY ELECTRICAL CODE, 2017 EDITIONPLUMBING CODE LA COUNTY PLUMBING CODE, 2017 EDITIONMECHANICAL CODE LA COUNTY MECHANICAL CODE, 2017 EDITION ADDITIONAL CODE LA COUNTY RESIDENTIAL CODE, 2017 EDITIONADDITIONAL LA COUNTY ENERGY CODE, 2017 EDITION
PLANNING PERMIT TYPEDISCRETIONARY REQUESTS
LEGAL
PROJECT ADDRESS
A.P.N.
LCP ZONING
4466-002-001
RR-1
6734 Zumirez Drive, Malibu, CA 90265
DEFERRED SUBMITTAL
Deferred submittal documents shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation that they have been reviewed and have been found to be in general conformance with the design of the building or structure. The deferred items shall not be installed until their design and submittal documents have been reviewed and approved by the building official.
ABBREVIATIONS
Zumirez
VICINITY MAP
SYMBOL LEGEND
SHEET INDEX
PROPOSED: 7303 SQ FT
EXISTING: 17'-0" PROPOSED: 23'-11"
AREA 2/3RDS RULE ANALYSIS
BUILDING HEIGHT
FIRST FLOOR AREA (LOWER FLOOR, GROUND FLOOR AND ATTACHED GARAGE): 4798 SQ FT
2/3RD CALCULATION: 4798 x 2/3 = 3199 SQ FT
PROPOSED SECOND FLOOR AREA (UPPER FLOOR) = 1572 SQ FT < 3199 SQ FT
PARKING
IMPERMEABLE SURFACE ANALYSIS
TOTAL ALLOWABLE: 7760 SQ FT
(21780 x 0.177) + (21780 x 0.1) + (14533 x 0.05) + 1000 = 7760 SQ FT 58093 x 0.3 = 17428 SQ FT ALLOWABLE
TOTAL DEVELOPMENT SQUARE FOOTAGE ANALYSIS
SETBACK ANALYSIS
LOT DEPTH: 592' LOT WIDTH: 98'-4"
LOT AREA: GROSS LOT AREA: NET
58093 SQ FT 58093 SQ FT
SETBACK MINIMUM EXISTING PROPOSED
FRONT YARD
10% SIDE YARD15% SIDE YARD
REAR YARD
65'
9'-10"
14'-9"
275'
21'-4"
15'-4"
142'-5"
10'
15'-1"
APPLICANT Schmitz & Associates 28118 Agoura Rd. Suite 103 Agoura Hills, CA 91301 Land & Air Surveying
22741 Pacific Coast Highway, Suite 400A, Malibu, CA 90265 LANDSCAPE ARCHITECT Girvin & Associates 444 Magnolia Ave STE 200, Larkspur, CA 94939, United States EXISTING FOOTPRINT: 1991 SQ FT
EXISTING HARDSCAPE: 1965 SQ FT
PROPOSED FOOTPRINT: 5009 SQ FT
PROPOSED HARDSCAPE: 9208 SQ FT
EXISTING: 2 ENCLOSED, 2 OFF STREET PROPOSED: 4 ENCLOSED, 2 UNENCLOSED
PROPOSED AREA TABULATION
PROPOSED IMPERMEABLE COVERAGE
PROPOSED PERMEABLE COVERAGE
LANDSCAPE
A LANDSCAPE PLAN IS PROPOSED WITH THIS PROJECT
GRADING PLAN
SEE GRADING PLAN COVER SHEET FOR CUBIC YARD CALCULATION AND ADDITIONAL DETAILS OCCUPANCY GROUP R-3 / U
TYPE OF CONSTRUCTION VB
NUMBER OF STORIES 2 Plus Basement
FIRE ZONE VHFHSZ (Zone 4)
SPRINKLERED Yes Per LACO Fire Code
NORTH ARROWBUILDING ELEVATION / SECTION
N
ELEVATION DATUM
TYP. DOOR SCHEDULE SYMBOLTYP. WINDOW SCHEDULE SYMBOL
INTERIOR ELEVATION FLAG
DETAIL CALL OUT
GRAVEL
STONE
CONCRETEGRID LINE SYMBOL
MAIN RESIDENCE TDSF: 5860 SQ FT
(LOWER FLOOR: 754 SQ FT
GROUND FLOOR: 3534 SQ FT
UPPER FLOOR: 1572 SQ FT)MAIN RESIDENCE GARAGE: 510 SQ FT GUEST HOUSE: 471 SQ FTGUEST HOUSE GARAGE: 462 SQ FT
PROPOSED T.D.S.F.: 7303 SQ FTBASEMENT (EXCLUDED FROM T.D.S.F CALCULATION): 986 SQ FT E-1
A 2.1
101
A
D1
A 6.1
1 GENERAL
T-1.1 COVER SHEETT-1.2 ARCHITECTURAL SURVEYT-1.3 COLOR CODED SLOPE PLAN F1 OF 1 FIRE DEPARTMENT ACCESS PLAN
ARCHITECTURALA-0.1 PROPOSED SITE PLANA-0.2 SITE PLAN EXHIBITA-0.3 IMPERMEABLE / PERMEABLE
COVERAGE
A-0.4 COLOR CODED SLOPE ANALYSIS
OVERLAY WITH SITE PLAN
A-1.1 MAIN RESIDENCE - PROPOSED
LOWER FLOOR AND BASEMENT PLAN
A-1.2 MAIN RESIDENCE - PROPOSED
GROUND FLOOR PLAN
A-1.3 MAIN RESIDENCE - PROPOSED
UPPER FLOOR PLAN
A-1.4 MAIN RESIDENCE - PROPOSED ROOF
PLAN
A-1.5 GUEST HOUSE - PROPOSED
GROUND FLOOR PLAN
A-1.6 GUEST HOUSE - PROPOSED ROOF
PLAN
A-2.1 MAIN RESIDENCE - PROPOSED
ELEVATIONS 1, 2 & 3
A-2.2 MAIN RESIDENCE - PROPOSED
ELEVATIONS 4 & 5
A-2.3 GUEST HOUSE - PROPOSED
ELEVATIONS 6, 7, 8, 9 &10 AND
FRONT GATE
A-3.1 MAIN RESIDENCE - PROPOSED
SECTIONS A-A & B-B
A-3.2 MAIN RESIDENCE - PROPOSED
SECTIONS C-C & D-D
A-3.3 GUEST HOUSE - PROPOSED
SECTIONS E-E & F-F
A-4.1 TDSF & 2/3RDS EXHIBIT PAGE 1A-4.2 TDSF & 2/3RDS EXHIBIT PAGE 2A-4.3 TWO STORY & BASEMENT EXHIBIT B
C A
D
Ahsirt Engineering
360 Miller Way, Arroyo Grande, CA 93429Solid Soils & Geologic Consultants, Inc. 106 San Marino Avenue, Ventura, CA 93003
BUILDING FOOTPRINT (MAIN HOUSE, GUEST HOUSE,
ATTACHED AND DETACHED GARAGE): 5009 SQ FT
DECKS AND WALKWAYS (STONE PAVERS AND CONCRETE): 7446 SQ FTRETAINING AND LANDSCAPING WALLS AND OUTDOOR STRUCTURES: 1762 SQ FT TOTAL PROPOSED IMPERMEABLE COVERAGE: 14217 SQ FT < 17428 SQ FT POOL / JACUZZI / WATER FEATURES: 1866 SQ FT
WALKWAYS AND DRIVEWAYS (GRAVEL): 12651 SQ FTWALKWAYS AND DRIVEWAYS (STONE PAVERS): 258 SQ FT PLANTING: 17163 SQ FT
TOTAL PROPOSED PERMEABLE COVERAGE: 31938 SQ FT
88'-10" 215'-8" 150'
CIVIL
G1 OF 4 PROJECT INFORMATION, EXISTING
AND PROPOSED SITE PLAN
G2 OF 4 COASTAL DEVELOPMENT PERMIT
GRADING AND DRAINAGE PLAN
G3 OF 4 COASTAL DEVELOPMENT PERMIT
GRADING AND DRAINAGE PLAN
G4 OF 4 EROSION CONTROL PLAN AND
LOCAL SWPPP
LANDSCAPING
L1.1 LAYOUT & MATERIAL PLANL1.2 LAYOUT & MATERIAL PLANL1.3 LAYOUT & MATERIAL PLANL2.1 EXISTING TREE & SHRUB
PROJECTION PLAN
L2.2 EXISTING TREE & SHRUB
PROJECTION PLAN
L2.3 EXISTING TREE & SHRUB
PROJECTION PLAN
L3.0 PLANTING LEGEND AND NOTESL3.1 TREE PLANTING PLANL3.2 TREE PLANTING PLANL3.3 TREE PLANTING PLANL4.1 SHRUB PLANTING PLANL4.2 SHRUB PLANTING PLANL4.3 SHRUB PLANTING PLANL5.0 FUEL MODIFICATION PLAN NOTESL5.1 FUEL MODIFICATION PLANL5.2 FUEL MODIFICATION PLANL5.3 FUEL MODIFICATION PLANL6.1 IRRIGATION PLANL6.2 IRRIGATION PLANL6.3 IRRIGATION PLANL6.4 IRRIGATION LEGENDL6.5 IRRIGATION LEGENDL6.6 IRRIGATION NOTESL6.7 IRRIGATION DETAILSL6.8 IRRIGATION DETAILSL6.9 IRRIGATION DETAILSL6.10 IRRIGATION DETAILSL6.11 IRRIGATION DETAILSL6.12 IRRIGATION DETAILSL6.13 IRRIGATION SPECIFICATIONSL6.14 IRRIGATION SPECIFICATIONSL6.15 IRRIGATION SPECIFICATIONSL7.1 LANDSCAPE PLANTING
HYDROZONE MAP
L7.2 LANDSCAPE PLANTING
HYDROZONE MAP
L7.3 LANDSCAPE PLANTING
HYDROZONE MAP
3D VISUAL - WEST ELEVATION
CDP WITH SPR FOR FLAT ROOF OVER 18’ UP TO 24’ MAX
SITE PLAN REVIEW FOR HEIGHT UP TO 24' (FLAT ROOF)
EXTERIOR LIGHTING CODE WILL CONFORM WITH THE CITY OF MALIBU DARK SKY ORDINANCE 57 Exhibit D
58 Digitally signed by
Bill James Date: 2023.03.03 09:26:54 -08'00'
59 82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
102'
104'
106'
108'
104'
82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
102'
100'
80'
78'
76'
74'
72'
68'
66'
64'
62'
78'
76'
74'
72'
68'
66'
64'
70'
62' 58'
56'
54'
58'
56'
54'
52'
48'
46'
44'
42'
92'
94'
96'
98'
90'
106' 106'
106'
106'
104'
LOT LENGTH
REQUIRED
15% SIDE
YARD SETBACK
30' 20'-11"
69'-5"
2'-1" 8'
17'-4"
7'-1"
32'-2"
10'
5'
9'-8"
21'-4"
8'
21'-4"
2'-8"
10'-9"
2'-8" 10'
16'-10"
75'
21'-8"
50'-4"
3'-4"4'-6"
1'
1'
1'
POOL
GARAGE
JACUZZI
OUTDOOR
LOUNGE
GARDENER
ENCLOSURE
OPEN TO THE SKY
13'-8"
OUTDOOR GARDENOPEN TO THE SKY
OUTDOOR GARDENOPEN TO THE SKY
16'-10"
+3'-0"+104'
+3'-0"+104'
+6'-0"+107'
+3'-0"+104'
+5'-0"+106'
-2'-6"
+98.5'
9'-10"
65'
592'
REQUIRED
10% SIDE
YARD SETBACK
15'-1"
9'-3"
22'-4"
6'-10"
19'-6"
50'-2"
25'-9"
12'-6" 44' 7'-2"
22'
23'-2" 10'-6" 10'-4"
5'-2"
9'-2"
18' 8'
13'-10"
21'-8" 10'-2" 21'-8"
59'-4"
14'-9" 22'-5"
69'
10'-9" 6' 14'-6"
10'-2"8'-6" 6'-6"4'-8"
8' 2' 6'-9" 4'-1"
7'-8"
59'-3" 20' 8'
76'-10"
SECOND UNIT
POOL
DECK
GARAGE
BBQ AREA
GRAVEL
DRIVEWAY
LANDSCAPE WALL
EL: +8'-6" (109'-5")
(N.G. 106')
6' STUCCO RETAINING WALL
6' STUCCO RETAINING WALL
BBQ
OUTDOOR
DINING
OPEN TO
THE SKY
333'-10"
366'-10"
OUTDOOR GARDENOPEN TO THE SKY
+3'-0"+104'
+6'-0"+107'
+1'-6"+102.5'
WATER
FEATURE
1'
OUTDOOR
DINING
OUTDOOR
LOUNGE
OUTDOOR
LOUNGE WITH
FIRE PIT
6' HIGH GATE
(90% PERMEABLE TO LIGHT
AND AIR ABOVE 42")
70'
20'
26'
142'-5" PROPOSED FRONT
YARD SETBACK
OUTDOOR GARDENOPEN TO THE SKY
REQUIRED FRONT YARD SETBACK
15'-2"
HAMMER-HEAD
TURN-AROUND
FIGURE A
10'
66'-10"
18'-5"
12'-10"
JACUZZI
SETBACK
SETBACK
SETBACK
SETBACK
6' HIGH WALL
(90% PERMEABLE TO
LIGHT AND AIR ABOVE 42")
6' HIGH WOOD
TRASH
ENCLOSURE &DOUBLE GATES
2' 29'-2"
2' 3'-5"
41'-3" 20' 25'-6" 4' 5'-9" +6'-0" +107' +6'-0" +107' +3'-0" +104' STONE
PAVERS
STONE
PAVERS
+6'-6"+107.5'
WATER
FEATURE
WOOD
TRELLIS
WATER
FEATURE
+2'-6"+103.5'
TRASH BINS
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
FIRE PIT
+1'-6"+102.5'
-12'-0"
+89'
30'
WATER
FEATURE
OUTDOOR GARDENOPEN TO THE SKY
WATER
FEATURE
STONE
PAVERS
PA
+5'-4"+106.3'
CONCRETE
SERVICE PATH
CONCRETE
SERVICE PATH
STONE
PAVERS
STONE
PAVERS
STONE
PAVERS
GRAVEL
DRIVEWAY
WATER
FEATURE
GRAVEL
DRIVEWAY
+2'-6"+103.5'
-7'-0"
+94'
WALL
EL: +1'-6" (+102.5')
PA
GRAVEL
BLDG RESTRICTION AREA
PER BOOK 21578, PAGE 219 &
5' SO CAL EDISON EASEMENT
PER DOC # 3034 O.R
5' WIDE UTILITY EASEMENT
PER BOOK 21594, PAGE 387
BLDG RESTRICTION AREAPER BOOK 21578, PAGE 219
5' WIDE UTILITY EASEMENT
PER BOOK 21594, PAGE 387
PA
PA
PA
PA
GRAVEL
GRAVEL
WALL
EL: -3'-6" (+97.5')
PA
PA
WATER
FEATURE
FENCE
FENCE
7'-8"
16'
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
+3'-0"+104'
23'
PA
SECOND UNIT OUTDOOR
GARDEN
FENC
+7'-0"+108'
+2'-6"+103.5'
WALL
EL: +2'-6" (+103.5')
WALL
EL: +6'-0" (+107')
-0'-6"
+100.5'
+2'-6"+103.5'
+3'-0"+104'
+3'-0"+104'
-11'-0"
+90'
STONE
PAVERS
LANDSCAPE WALL
EL: +11'-0" (112')
LANDSCAPE WALL
EL: +14'-6" (115.5')
LANDSCAPE WALL
EL: +14'-6" (115.5')
14'-9"
LOT WIDTH
PROPOSED
SIDE YARD
SETBACK
PROPOSED
SIDE YARD
SETBACK
98'-4"
88'-10" REQUIRED REAR YARD SETBACK
PROPOSED REAR YARD SETBACK
6' HIGH WALL
(90% PERMEABLE TO
LIGHT AND AIR ABOVE 42")
*Existing Railroad Ties, Mailbox post and other
private site improvements within City right of way
to be removed and relocated
96'-6"
PROPOSEDDISTRIBUTION
PROPOSED 100% BOXEXPANSION
SEEPAGE PITS
PROPOSED 6'x45'
SEEPAGE PITS
PROPOSED
SEPTIC TANK
MAIN RESIDENCE
R337.8.2.1 Exterior windows, skylights and exterior glazed door assembly requirements.
Exterior windows, skylights and exterior glazed door assemblies shall comply with one of the following requirements:
1. Be constructed of multipane glazing with a minimum of one tempered pane meeting the requirements of Section R308 Safety Glazing, or
2. Be constructed of glass block units, or
3. Have a fire-resistance rating of not less than 20 minutes when tested according to NFPA 257, or
4. Be tested to meet the performance of SFM Standard 12-7A-2.
R310.2 Emergency escape and rescue openings.
Emergency escape and rescue openings shall have a minimum dimensions as specified.
R310.21 Minimum opening area.
Emergency and rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. The net clear height of theopening shall not be less than 24 inches and the net clear width shall not be less than 20 inches.
Exception: Grade floor openings or below-grade openings shall a net clear opening area of not less than 5 square feet.
R310.2.2 Window sill height.
Where a window is provided as emergency escape and rescue opening, it shall have the bottom of the clear opening not greater than 44 inches measured from the floor, where the sill height is below grade, it shall be provided with a window well in accordance wit Section R310.2.3
POOL EDGE
PARKING
MECH. AND POOL EQ.
ENCLOSURE MAX H=6'
TRELLIS
90% OPEN TO
LIGHT AND AIR
5'-8"
72'-10"
33'-8"
8'-6"
-11'-0"
+90'
PA
WALL
EL: -0'-6" (+100.5')
150'
WALL
EL: +1'-6" (+102.5')
LOWER FLOOR
ADJUSTMENT WITHIN
FOOTPRINT - BEDROOM 01,
GROUND FLOOR LOUNGE
AND JACUZZI REMOVED
LOWER LEVEL STAIRSRELOCATED UNDER
FOOTPRINT OF GROUNDFLOOR AND EXTERIOR
GROUND LEVEL STAIRS
REMOVED
JAZUZZI RELOCATED
PROPOSED BACK YARD
SETBACK ADJUSTED FROM
139'-6" TO 150'
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY
AND COPYRIGHT OF WARREN GARRETT AND SHALL NOT BE
USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT
WITH WARREN GARRETT.WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
WARREN GARRETT PRIOR TO THE COMMENCEMENT OF ANYWORK.
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
Zumirez
MP, MS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTES
PROJECTREVISION SCHEDULE
NO. DATE ISSUE
PROPOSED SITE PLAN
PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
MARCH 03, 2023
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT
3 2022/05/26 PLANNING RE-SUBMT
4 2022/06/20 PLANNING RE-SUBMT
5 2023/03/03 PLANNING RE-SUBMT
1" = 20'
A-0.1
N
60 82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
102'
104'
82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
100'
102'
74'
76'
78'
92'
94'
96'
98'
90'
UP
UP
UP
FOOTPRINT
FLOOR ABOVE
POOL
EDGE ABOVE
WALKWAY ABOVE
WALKWAY ABOVE
FOOTPRINT
FLOOR ABOVE
LOT LENGTH
LOT WIDTH
REQUIRED 15%
SIDE YARD SETBACK
REQUIRED 10%
SIDE YARD SETBACK
EDISON EASEMENTEDISON EASEMENT
EDISON EASEMENTEDISON EASEMENT
592'
14'-9"
9'-10"
10'
5' 5'
5' 5'
PROPOSED
SIDE YARD SETBACK
DECK ABOVE
FOOTPRINT
FLOOR ABOVE
RETAINING WALL ABOVE
RETAINING WALL ABOVE
WALKWAY ABOVE
WATER FEATURE ABOVE
FOOTPRINT
FLOOR ABOVE
FOOTPRINT
FLOOR ABOVE
FOOTPRINT
FLOOR ABOVE
2'-2" 18'-8" 2'-2" 5' 8" POOL ABOVE
1'-6"
30'
E-04
A 2.2
E-01
A 2.1
E-03
A 2.1
E-02
A 2.1
E-05
A 2.2
A-A
A 3.1
A-A
A 3.1
D-D
A 3.2 D-DA 3.2
B-B
A 3.1
B-B
A 3.1
C-C
A 3.2 C-C
A 3.2
WATER
FEATURE
ABOVE
LANDSCAPE WALL ABOVE
LANDSCAPE WALL
ABOVE
SETBACK
SETBACK
33'-6"
WATER FEATURE ABOVE
6'
20'-4"
7'-8" 4'-6"
25'-6" 16' 8'-8"
8" 24'
4' 3'-10" 8"
21'-8"
6'-4" 6"
3'-8"
6" 6'-6" 8' 8"
8" 3' 6"
8"
1'
8"
3'
-12'-0"
+89'
MAIN RESIDENCE -
LOWER FLOOR
POWDER
ROOM 01
ENTERTAINMENT
ROOM
TOILET 01
466 SQ. FT.
21 SQ. FT.
73 SQ. FT.
17'-8"
7'-2"
8" MECHANICAL
ENCLOSUREMAX 6ft
7'-6"
4'-9"
N.G.
92.53'
N.G.
90.84'
N.G.
89.9'
N.G.
90.19'
N.G.
91.77'
N.G.
92.09'
N.G.
98.69'
6'-10"
5'
5'
5'
8"
STONE PAVERS
98'-4"
FOOTPRINT
GARAGE ABOVE
-11'-0"
+90'
OUTDOORSHOWER
MECHANICAL ROOM
AND POOL EQUIPMENT
MAX 6ft
8" 13'-4"
8"
34'-10"
8" 43'-6"
158 SQ. FT.
UP
EMERGENCY
EGRESS
LIGHTWELL
BAR 8"
-14'-7"
+86.4' PROJECTION
ROOM
347 SQ. FT.
BASEMENT
30'
4'
3' 4'-1" 19'-2" 8"
18' 6"
8"
8" 8"
8" 6" 4'-11"
14'
4'
10'
10'-8" 8'-6"
6"
5'-8"
8'-2" 2'
18'-6"
6"
34'
13'-2" 5'-6" 6"
5' 6" 4'-6" 6" 3' 6" 6'-2" 6" 3' 6' 8" 8"
6" 4'-8" 8"
SPA
162 SQ. FT.
3'-2" 6" 1'-6"
9' 5'-2"
SHOWER
AREA
28 SQ. FT.
SAUNA
50 SQ. FT.
BASEMENT
BATHROOM
28 SQ. FT.
TOILET 04
20 SQ. FT.
HALLWAY 02
25 SQ. FT.
6" 5'-8"
9'
6"
19'-8"
1'-6"
UP
WALK IN
SHOWER
33 SQ. FT.
LOWER LEVEL
STAIRS
129 SQ. FT.
3'-10" 8" 8"
7'-8"
8"
1'
1' 4'-8"
11'-8"
31'-8"
6'-4" 11' 4' 11'
4' 8"
8"
8"
1'-9"
3'
-11'-0"
+90'
-12'-0"
+89'
4'
-11'-0"
+90'
7'-8" 1'
2'
OUTDOOR LOUNGE
WITH FIRE PIT
TRELLIS
90% OPEN TO
LIGHT AND AIR
(NOT TO BE ENCLOSED)
65.7 SQ FT
16'-8"
16'-11"
LOWER FLOOR
ADJUSTMENT
WITHIN FOOTPRINT -
BEDROOM 01,
GROUND FLOOR
LOUNGE AND
JACUZZI REMOVED
LOWER LEVEL
STAIRS RELOCATED
UNDER FOOTPRINT
OF GROUND FLOOR
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY
AND COPYRIGHT OF WARREN GARRETT AND SHALL NOT BE
USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT
WITH WARREN GARRETT.WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
WARREN GARRETT PRIOR TO THE COMMENCEMENT OF ANYWORK.
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
Zumirez
MP, MS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTES
PROJECTREVISION SCHEDULE
NO. DATE ISSUE
MAIN RESIDENCE - PROPOSED
LOWER FLOOR AND BASEMENT
PLAN
PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
MARCH 03, 2023
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT
3 2022/05/26 PLANNING RE-SUBMT
4 2022/06/20 PLANNING RE-SUBMT
5 2023/03/03 PLANNING RE-SUBMT
1/8" = 1'-0"
A-1.1
N
61 82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
102'
104'
82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
100'
102'
74'
76'
78'
92'
94'
96'
98'
90'
UP
UP
UP
UP UP
UP
UP
UP
UP
UP
UP 6.0000
7'-1"
32'-2"
73'-7"
20'
OVERHANG
+3'-0"+104'
+3'-0"+104'
+1'-6"+102.5'
WATER
FEATUREDEPTH NOT TOEXCEED 18"
WATER FEATURE
DEPTH NOT TO EXCEED 18"
OUTDOOR GARDENOPEN TO THE SKY
OUTDOOR GARDENOPEN TO THE SKY
OUTDOOR GARDENOPEN TO THE SKY
OUTDOOR DINING
OUTDOOR LOUNGE
POOL
VARIABLE DEPTH
JACUZZI
BBQ AREA
LANDSCAPE WALL
GARAGE
LOT LENGTH
REQUIRED 15%
SIDE YARD SETBACK -2'-6" +98.5'
EDISON EASEMENTEDISON EASEMENT
LIGHTWELL
10'
10'
23'-2"
10'
18'
1'-6" 21'
20'-8"
22'
22' 14'-6" 12'-5" 3' 14'-11"
66'-10"
7'-2" 44' 12'-6" 8' 2'-1"
9'-3" 22'-4" 6'-10" 19'-6"
18'-5"
5' 6' 1'-10"
12'-10"
18'-10"
10'-6"
5'-2" 8' 10'
6'-9"
11'-4"
12'
34'-3"
25'
44'
3'-10"
4' 8'
6'-9"
2'
8'-2"
9'-6"
8'
25'-10" 4' 1'-6" 6' 19'-4" 2' 6" 6" 8" 8"
16'-10"
6" 6" 6" 6" 2' 11'-6" 6" 17'-4"
8" 18' 6" 6'-6" 8"
6"
8"
12'-2" 6" 5'-6"
3' 6" 6'-6" 4'-6"
14' 6" 5'-6" 6" 8" 2'
22'-6"
6'-6" 8"
8'-9" 6'-6" 4'-5"
4'
3'
1'-8" 6" 14'-6" 6'-6"
16'-2"
8"
22'-6"
4'-2"
3' 8"
8" 18'
9'-2"
10'-4"
8'-8"
26'-6"
43'
12'-2" 4'
9'-9"
46' 14'-7" 14'-3"
1' 10' 3' 22'-6"
4'-6" 5'-3"
69'-5"
2'
9'
20'-11"
50'-2"
18'-9"
23'-2" 89'-10" 9'-2"
7'-4"
6'-2"
25'-9"
1'
6"1'-6"
7'-7"
3'-6" 7'-6" 6" 3' 6" 5' 6" 4' 6" 5'-6" 4' 6" 15'-2"
4'-8" 6" 4' 6" 8" 6"
4' 10'
PROPOSED
SIDE YARD SETBACK
MAIN LIVING
ROOM
KITCHEN AND
DINING AREA
HALLWAY 03
BEDROOM 03
BEDROOM 02
ENTRANCE
HALLWAY
OPEN TO
THE SKY
BATHROOM 03
POWDER
ROOM 02
CLOSET 03
CLOSET 02
BATHROOM 02
STORAGE
ROOM 02
HALLWAY 05
STAFF ROOM
STORAGE
ROOM 01
FOOTPRINTFLOOR BELLOW
+2'-6"+103.5'
±0'-0"
+101'
+3'-0"+104'
FOOTPRINT
FLOOR BELOW
FOOTPRINT
FLOOR BELOW
FOOTPRINT
FLOOR ABOVE
FOOTPRINT
FLOOR ABOVE
6" 2'-2" 3'-6"
3' 6" 11' 3' 6"
6"
6"
6'-9"
8"
6" 2'
8"
2'
13'-10"
10'-4"
5'
4' 20'-6" 7"
8"
6'-1"
1'-8" 3' 1'-5"
5'-4"
3' 10'-7" 7"
3'-3"
2'-6" 2' 2'-6"
12'-4" 9'-7" 8" 19'-5" 1' 8" 8"
4'
4'
10'-6"
HALLWAY 04
TOILET 05
TOILET 03
TOILET 02
65 SQ. FT.
68 SQ. FT.
181 SQ. FT.
9"
588 SQ. FT.
587 SQ. FT.
159 SQ. FT.
460 SQ. FT.
40 SQ. FT.
20 SQ. FT.
2'-6" 6" 6' 6" 2'-6"
99 SQ. FT.
222 SQ. FT.
19 SQ. FT.
301 SQ. FT. 57 SQ. FT.
18 SQ. FT.
20 SQ. FT.
81 SQ. FT.
221 SQ. FT.
63 SQ. FT.
-12'-0"
+89'
MAIN RESIDENCE -
GROUND FLOOR
1' 1'
FOOTPRINTFLOOR BELLOW
OVERHANG
1'-2"
1'-3"
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
58'
OVERHANG
±0'-0"
+101'
FOOTPRINTFLOOR ABOVE
OVERHANG 1'-2"
3'-8"
10'-2"
19'-8"
21'
TRASH BINS
WALL
EL: -3'-6" (+97.5)
WALL
EL: +1'-6" (+102.5')
FIREPLACE
ENTRANCE
WALKWAY
(STONE PAVERS)
OVERHANG
51'-4"
LANDSCAPE WALL 34'-8"
WATER FEATURE
DEPTH NOT TO EXCEED 18"
14'-9"
5' 5'
1' 4'-5"
REQUIRED 10%
SIDE YARD SETBACK
EDISON EASEMENTEDISON EASEMENT
9'-10"
5' 5'
HAMMERHEAD
TURN-AROUND
FIGURE "A"
12'
-7'-0"
+94'
1'-8"
WALL
EL: +1'-6" (+102.5')
2'-2" 18'-8" 2'-2"
PA
PA
PA
PA
PA
2' 3'
26'-4" 1
PA
PA
PAPA
PA
10'
+3'-0"+104'
20'
26' 10'
10'
70'
20'
50'
66 SQ. FT.
47'
2'-2"
GRAVEL DRIVEWAY
WALKWAY
(STONE PAVERS)
WALKWAY
(STONE PAVERS)
WALKWAY
(STONE PAVERS) WALKWAY (STONE PAVERS)
CONCRETE SERVICE PATH
POOL EDGEEL: +1'-6" (+102.5')
POOL EDGE
EL: +1'-6" (+102.5')
STUCCO RETAINING WALL (6 FEET
HIGH ABOVE NATURAL GRADE)
+2'-6"+103.5'
STUCCO RETAINING WALL (6 FEET
HIGH ABOVE NATURAL GRADE)
SETBACK
SETBACK
76'-10"
53'-6"
74'-3"
592'
2'-6" 1'
8'
6'
6'-6"
5'
±0'-0"
+101'
OVERHANG
4'-2" 4'-6"
20'
3'-6"
12'-6"
13'-6"
+3'-0"+104'
±0'-0"
+101'
+2'-6"+103.5'
PA
2'-2"
PA
±0'-0"
+101'
N.G.
102.97'
N.G.
104'
N.G.
105.40'
N.G.
103.62'
N.G.
101.55'
N.G.
105.12'
N.G.
106'
N.G.
105.92'
N.G.
103.71'
N.G.
92.53'
N.G.
90.84'
N.G.
89.9'
N.G.
90.19'
N.G.
91.77'
N.G.
102.06'
N.G.
103.08'
N.G.
92.09'
N.G.
96.56'
N.G.
99.36 N.G.
98.69'
N.G.
105.02'
N.G.
104.81'
N.G.
106.28'
N.G.
104.66'
N.G.
106'
N.G.
104'
103.8'
103.5
103.5'
103.3' 103.6'
103.5'
103.5'
-0'-6"
+100.5
-0'-6"
+100.5
-0'-2"
+100.8'
+2'-6"+103.5' +3'-0"
+104'
30'
98.5' 99.6'
OUTDOOR
SHOWER
OPEN TO
THE SKY
5'
16'
5'-6"
3'
-11'-0"
+90'
-12'-0"
+89'
5'
8"
-0'-6"
+100.5
7'-8"
+3'-0"+104'
STONE PAVERS
LOT WIDTH 98'-4"
TRELLIS
90% OPEN TO
LIGHT AND AIR
(NOT TO BE ENCLOSED)
763.8 SQ FT
POOL DECK
(STONE PAVERS)
77 SQ. FT. 2'
STAIRS
E-04
A 2.2
E-01
A 2.1
E-03
A 2.1
E-02
A 2.1
E-05
A 2.2
A-A
A 3.1
A-A
A 3.1
D-D
A 3.2 D-DA 3.2
B-B
A 3.1
B-B
A 3.1
C-C
A 3.2 C-C
A 3.2
W/D
W/D
DW
WINE
DISPLAY
6"
6'-6"
DW
REF/FRZ
OVEN
+1'-6"+102.5'
12'
63'-6"
6"
34' 3'
8' 2'-2"
9'-6"
13'-6"
18'
HALLWAY 06
26 SQ. FT.
PANTRY
16'-8"
8"
REDUCED
TRELLIS
WALL
EL: +1'-6" (+102.5')
-11'-0"
+90'
OUTDOOR LOUNGE
WITH FIRE PIT
WALL
EL: -0'-6" (+100.5')
WALL
EL: +2" (+101.2') WALL
EL: +10" (+101.8')
17'
10'-10" 5'-1" 5'-1" TRELLIS PA PA -0'-6" +100.5
JACUZZI
RELOCATED
LOWER FLOOR
ADJUSTMENT
WITHIN FOOTPRINT -
BEDROOM 01,
GROUND FLOOR
LOUNGE AND
JACUZZI REMOVED
LOWER LEVEL
STAIRS RELOCATED
UNDER FOOTPRINT
OF GROUND FLOOR
AND EXTERIOR
GROUND LEVEL
STAIRS REMOVED
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY
AND COPYRIGHT OF WARREN GARRETT AND SHALL NOT BE
USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT
WITH WARREN GARRETT.WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
WARREN GARRETT PRIOR TO THE COMMENCEMENT OF ANYWORK.
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
Zumirez
MP, MS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTES
PROJECTREVISION SCHEDULE
NO. DATE ISSUE
MAIN RESIDENCE - PROPOSED
GROUND FLOOR PLAN
PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
MARCH 03, 2023
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT
3 2022/05/26 PLANNING RE-SUBMT
4 2022/06/20 PLANNING RE-SUBMT
5 2023/03/03 PLANNING RE-SUBMT
1/8" = 1'-0"
A-1.2
N
62 82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
102'
104'
82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
100'
102'
74'
76'
78'
92'
94'
96'
98'
90'
OPEN TO BELOW
AND ABOVE
+12'-0"+113'
EXTERIOR WALL BELOWEL: +14'-6" (+115.5')
ROOF ABOVE
E-04
A 2.2
E-01
A 2.1
E-03
A 2.1
E-02
A 2.1
E-05
A 2.2
A-A
A 3.1
A-A
A 3.1
D-D
A 3.2 D-DA 3.2
B-B
A 3.1
B-B
A 3.1
C-C
A 3.2 C-C
A 3.2
+12'-0"+113'
OUTDOOR SHOWEROPEN TO THE SKY
OUTDOOR GARDENOPEN TO THE SKY
OPEN TO BELOW
AND ABOVE
OPEN TO BELOW
AND ABOVE
FLAT ROOF
OPEN TO BELOW
AND ABOVE
OPEN TO BELOW
AND ABOVE
FOOTPRINT
FLOOR BELOW
LOT LENGTH
REQUIRED 15%
SIDE YARD SETBACK
REQUIRED 10%
SIDE YARD SETBACK
EDISON EASEMENTEDISON EASEMENT
EDISON EASEMENTEDISON EASEMENT
592'
14'-9"
9'-10"
10'
5' 5'
5' 5'
22'
18'
48'-7"
19'
73'-9"
9'-3" 22'-4" 6'-10" 19'-6"
18'-5"
12'-10"
8' 10'
8" 4'-6"
4'-2"
17'-7"
18'
10'-4"
8'-8"
32'-2"
7'-4"
6'-2"
2'
PROPOSED
SIDE YARD SETBACK
13'-10"
2'
10'-4"
5'
17'-4"
8'-4"
14'-2"
3'-3"
3'-3" 1'-6" 3' 1'-6" 3' 1'-6" 34'-10"
4'-6" 8"
8" 20'-8" 8"
5'-5" 9'-9" 2'-3" 5' 10" 22'-8" 32'-8"
21'-4"
8"
17'-3"
17'-4" 8"
19'-1"
21'-10"
23'-9"
9'-10"
8'-3"
6'-7" 10'-11"
18'-2"
8'-6"
12'-6"
6" 6" 4' 2' 23' 6" 4'-4" 2' 13'
25'-4"
12' 8" 10'-8"
9'-4" 8" 5' 6" 4' 6" 27'
8" 3'-2"
3'-6" 6' 6'-8" 4' 8' 12' 13'
5' 3' 1'-10"
3'-6" 6' 10"
6" 2' 12'-8" 8"
4'-6"
3' 6'-2" 3'-2"
6'-9"
2' 5' 1' 4'-8" 4'-10" 8"
5'-4" 1'-6" 3'-7"
11'-2"
5'-10" 8" 23'-6"
8" 4' 8" 8'-6" 2'
8"
15' 6" 2'-6" 10' 8" 2'
3'-6" 6" 15' 6"3'-6" 2'
8"
4'-10" 8" 11' 3'-6"
3'-6" 6" 6" 3'-6" 3'
7'-8" 2' 8"6"
2'-8"
11' 2'
HALLWAY 07
UPPER LEVEL
STAIRS
MASTER
BEDROOM
MASTER
CLOSET
MASTER
BATHROOM
MASTER
TOILET
DEN ROOM
DEN
BATHROOM
OPEN TO
THE SKY
58 SQ. FT.
236 SQ. FT.
22 SQ. FT.
336 SQ. FT.
410 SQ. FT.
58 SQ. FT.
55 SQ. FT.
190 SQ. FT.
4' 6" 4' 2'-6" 4'
11' 6" 3' 6" 4' 8" 5'-2" 8"
6" 8"
MAIN RESIDENCE -UPPER FLOOR
ROOF ABOVE
+12'-0"+113'
1'-2"
1'-2"
10'-4"
53'-2"
10'
12'-4"
FOOTPRINT
FLOOR BELOW
FOOTPRINT
FLOOR BELOW
FLAT ROOF
HANDRAIL
EL: +15'-6" (+116.5')
PARAPET WALLEL: +13'-6" (+114.5')
+12'-0"+113'
EXTERIOR WALL BELOWEL: +14'-6" (+115.5') FIREPLACE
FIREPLACE
ROOF DECK
FLAT ROOF
FLAT ROOF
LANDSCAPE WALL
EL: +11'-0" (+112')
WATER
FEATURE
BELOW
WATER FEATURE BELOW
POOL BELOW
BBQ AREABELOW
SKYLIGHT
SKYLIGHT
LANDSCAPE WALL
EL: +8'-6" (+109'-6")
WATER FEATURE BELOW
2'
STUCCO RETAINING WALL BELOW
(6 FEET HIGH ABOVE NATURAL
GRADE)
-2'-6"
+98.5'
STUCCO RETAINING WALL BELOW
(6 FEET HIGH ABOVE NATURAL
GRADE)
SETBACK
SETBACK
+3'-0"+104'
+1'-6"+102.5'
±0'-0"
+101'
ENTRANCE
WALKWAY
BELOW
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
2'
OUTDOOR LOUNGE
WITH FIREPIT
BELOW
WALKWAY BELOW
WALKWAY BELOW
+3'-0"+104'
DRIVEWAY BELOW
10'-3"
T.O.F.S. (LP)
EL: +13'-10" (+114.8')
T.O.F.S. (HP)
EL: +14'-2" (+115.2')
T.O.F.S. (HP)
EL: +14'-2" (+115.2')
T.O.F.S. (LP)
EL: +11'-10" (+112.8')
T.O.F.S. (HP)
EL: +12'-2" (+113.2')
T.O.F.S. (HP)
EL: +12'-2" (+113.2')
T.O.F.S. (LP)
EL: +13'-10" (+114.8')
T.O.F.S. (LP)
EL: +11'-10" (+112.8')
T.O.F.S. (HP)
EL: +14'-2" (+115.2')
T.O.F.S. (LP)
EL: +13'-10" (+114.8')
T.O.F.S. (HP)
EL: +14'-2" (+115.2')
T.O.F.S. (HP)
EL: +14'-2" (+115.2')
T.O.F.S. (HP)
EL: +12'-2" (+113.2')
3'-10" ACCESS GATE 2' A.F.F. 12'-5"
5'
±0'-0"
+101'
+3'-0"+104'
+12'-0"+113'
+12'-0"+113'
+12'-0"+113'
±0'-0"
+101'
+2'-6"+103.5'
-0'-6"
+100.5
-0'-2"
+100.8'
-0'-6"
+100.5
LOT WIDTH 98'-4" HVAC / MECH.
TRELLIS
90% OPEN TO
LIGHT AND AIREL: +10'-6" (+101.5')
TRELLIS
90% OPEN TO
LIGHT AND AIR
(NOT TO BE ENCLOSED)
102.38 sq ft
4'-6"
22'-9"
N.G.
105.40'
N.G.
103.62'
N.G.
101.55'
N.G.
105.12'
N.G.
102.06'
N.G.
103.08'
N.G.
105.02'
N.G.
104.81'
N.G.
102.97'
N.G.
104'
N.G.
102'
N.G.
101.88'
N.G.
100.56'
N.G.
101.64'
N.G.
104.12'
HANDRAIL
EL: +15'-6" (+116.5')
PARAPET WALL
EL: +13'-6" (+114.5')
-11'-0"
+90'
JACUZZI
BELOW
JACUZZI
RELOCATED
EXTERIOR GROUND
LEVEL STAIRS
REMOVED
LOWER FLOOR
ADJUSTMENT
WITHIN FOOTPRINT -
BEDROOM 01,
GROUND FLOOR
LOUNGE AND
JACUZZI REMOVED
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY
AND COPYRIGHT OF WARREN GARRETT AND SHALL NOT BE
USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT
WITH WARREN GARRETT.WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
WARREN GARRETT PRIOR TO THE COMMENCEMENT OF ANYWORK.
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
Zumirez
MP, MS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTES
PROJECTREVISION SCHEDULE
NO. DATE ISSUE
MAIN RESIDENCE - PROPOSED
UPPER FLOOR PLAN
PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
MARCH 03, 2023
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT
3 2022/05/26 PLANNING RE-SUBMT
4 2022/06/20 PLANNING RE-SUBMT
5 2023/03/03 PLANNING RE-SUBMT
1/8" = 1'-0"
A-1.3
N
63 +14'-6" (+115.5')
+3'-0" (+104')
+17'-0" (+118')
+3'-0" (+104')
+11'-0" (+112')
+23'-6" (+124.5')
NATURAL GRADE
+23'-6" (+124.5')
NATURAL GRADE
WATER FEATURE
ENTRANCE DOOR
6'-6" 14'
8' 6'
10'-6"
METAL GATE
WALKWAY
GARAGE STUCCO RETAINING WALL
(6 FEET HIGH ABOVE
NATURAL GRADE)
±0'-0"
+101'
+12'-0"+113'
UPPER FLOOR
GROUND FLOOR
12'
21'
9'
14'
WALKWAY
9' PLASTER
LANDSCAPE WALL
PLASTEREXTERIOR WALL
PLASTER
EXTERIOR WALL
PLASTEREXTERIOR WALL
FINISH GRADE FINISH GRADE
PLASTEREXTERIOR WALL
STUCCO RETAINING WALL
(6 FEET HIGH ABOVE
NATURAL GRADE)
6'
9'-7"
GROUND FLOOR
11'-6"
20'-6"
+3'-0" (+104')WALKWAY
+13'-6" (+114.5')
±0'-0" (+101')
+23'-6" (+124.5')
+13'-6" (+114.5')
+1'-6" (+102.5')
+17'-0" (+118')
+11'-0" (+112')
PLASTER
LANDSCAPE WALL
-3'-6" (+97.5')
+1'-6" (+102.5')
-11'-0" (+90')
+3'-0" (+104')
FINISH GRADE
WALKWAY
FINISH GRADE
NATURAL GRADE
POOL EDGE
-7'-0" (+94') 3'-6"
13'-6"
13'-6"
10'
23'-6"
14' 6'-6"
14'
8'
8'-6"
1'-6"
2'
+15'-6" (+116.5') HANDRAIL
±0'-0"
+101'
+12'-0"+113'
UPPER FLOOR
GROUND FLOOR
-12'-0"
+89'
LOWER FLOOR
PLASTEREXTERIOR WALL
PLASTEREXTERIOR WALL
PLASTER
EXTERIOR WALL
PLASTEREXTERIOR WALL
PLASTEREXTERIOR WALL
PLASTEREXTERIOR WALL
PLASTER
EXTERIOR WALL
PLASTER
STAIR WALL
WALKWAY
FINISH GRADE
NATURAL GRADE
NATURAL GRADE
NATURAL GRADE
LANDSCAPE
+10'-6" (+101.5') TRELLIS 90% OPEN TO
LIGHT AND AIR
TRELLIS
90% OPEN TO
LIGHT AND AIR
+21'-6" (+122.5')
JACUZZI EDGE
EXTERIOR
GROUND LEVEL
STAIRS
REMOVED
JACUZZI
RELOCATED
LOWER FLOOR
ADJUSTMENT
WITHIN FOOTPRINT -
BEDROOM 01,
GROUND FLOOR
LOUNGE AND
JACUZZI REMOVED
±0'-0"
+101'
+12'-0"+113'
UPPER FLOOR
GROUND FLOOR
-12'-0"
+89'
LOWER FLOOR
+13'-6" (+114.5')+23'-6" (+124.5')
+15'-6" (+116.5')
+1'-6" (+102.5')
-12'-0" (+89')
±0'-0" (+101')
+23'-5" (+124.5')
-7'-0" (+94')
HANDRAIL
POOL EDGE
13'-6"
3'-6"
8'-6"
1'-6"
10'
STUCCO RETAINING WALL
(6 FEET HIGH ABOVE
NATURAL GRADE)
PLASTEREXTERIOR WALL
PLASTER
EXTERIOR WALL
PLASTEREXTERIOR WALL PLASTER EXTERIOR WALL
PLASTEREXTERIOR WALL
+17'-0" (+118')
PLASTER
WALL
PLASTEREXTERIOR WALL
FINISH GRADE
NATURAL GRADE
NATURAL GRADE
LANDSCAPE
LANDSCAPE
-3'-6" (+97.5')
2'
PLASTER
STAIR WALL 12'-6"
FINISH GRADE
+1'-6" (+102.5')
7'-8"
12'
+10'-6" (+101.5') TRELLIS 90% OPEN TO
LIGHT AND AIR
+21'-6" (+122.5') TRELLIS 90% OPEN TO
LIGHT AND AIR
-11'-0" (+90')
-0'-6" (+100.5')
10'-6"
PLASTER STAIR
WALL
JACUZZI EDGE
LOWER FLOOR
ADJUSTMENT
WITHIN FOOTPRINT -
BEDROOM 01,
GROUND FLOOR
LOUNGE AND
JACUZZI REMOVED
EXTERIOR GROUND
LEVEL STAIRS
REMOVED
JACUZZI
RELOCATED
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY
AND COPYRIGHT OF WARREN GARRETT AND SHALL NOT BE
USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT
WITH WARREN GARRETT.WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
WARREN GARRETT PRIOR TO THE COMMENCEMENT OF ANYWORK.
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
Zumirez
MP, MS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTES
PROJECTREVISION SCHEDULE
NO. DATE ISSUE
MAIN RESIDENCE - PROPOSED
ELEVATIONS 1‚ 2 & 3
PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
MARCH 03, 2023
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT
3 2022/05/26 PLANNING RE-SUBMT
4 2022/06/20 PLANNING RE-SUBMT
5 2023/03/03 PLANNING RE-SUBMT
1/8" = 1'-0"
A-2.1
MAIN HOUSE - ELEVATION 1 - WEST ELEVATIONMAIN HOUSE - ELEVATION 2 - SOUTH ELEVATIONMAIN HOUSE - ELEVATION 3 - SOUTHEAST ELEVATION 64 ±0'-0"
+101'
+12'-0"+113'
±0'-0" (+101')
+23'-6" (+124.5')
+15'-6" (+116.5')
+14'-6" (+115.5')
+2'-6" (+103.5')
+17'-0" (+118')
+11'-0" (+112')
PLASTER
LANDSCAPE WALL
+13'-6" (+114.5')
+1'-6" (+102.5')
+2'-6" (+103.5')
+1'-6" (+102.5')
FINISH GRADE NATURAL GRADE
NATURAL GRADE
NATURAL GRADE
FINISH GRADE
FINISH GRADE
POOL EDGE
WALKWAY
FINISH GRADE
PLASTEREXTERIOR WALL
PLASTEREXTERIOR WALL
PLASTEREXTERIOR WALL
PLASTEREXTERIOR WALL
-12'-0"
+89'
BASEMENT
12'
14'
8'
21'
9'
13'-6"
PLASTER
EXTERIOR WALL
4'
OVERHANG / BAR
PLASTER
EXTERIOR WALL
HANDRAIL
2'
10'
+23'-6" (+124.5')
-2'-6" (+98.5')
BBQ AREA
4'-6"
FINISH GRADE
21'
+2'-6" (+103.5') WALKWAY
TRELLIS
90% OPEN TO
LIGHT AND AIR
+10'-6" (+101.5')
UPPER FLOOR
GROUND FLOOR
LOWER FLOOR
-14'-7"
+86.4'
BASEMENT
LOWER FLOOR
-0'-6" (+100.5')
PLASTER STAIR
WALL
PLANTER
EXTERIOR GROUND
LEVEL STAIRS
REMOVED
LOWER FLOOR
ADJUSTMENT
WITHIN FOOTPRINT -
BEDROOM 01,
GROUND FLOOR
LOUNGE AND
JACUZZI REMOVED LANDSCAPE
NATURAL GRADE
+1'-6" (+102.5')
10'
9'
+15'-6" (+116.5')
+13'-6" (+114.5')
HANDRAIL
2'
+1'-6" (+102.5')
+23'-6" (+124.5')
+14'-6" (+115.5')
PLASTEREXTERIOR WALL
PLASTER
EXTERIOR WALL
PLASTEREXTERIOR WALL
PLASTER
EXTERIOR WALL
STUCCO RETAINING WALL
(6 FEET HIGH ABOVE
NATURAL GRADE)
+2'-6" (+103.5')
5'
-11'-0" (+90')
-7'-0" (+94')
-3'-6" (+97.5')
LANDSCAPE
+1'-6" (+102.5')
FINISH GRADE
NATURAL GRADE
±0'-0"
+101'
+12'-0"+113'
-12'-0"
+89'
PLASTER WALL
PLASTER STAIR
WALL
FINISH GRADE
POOL EDGE
+10'-6" (+101.5') TRELLIS 90% OPEN TO
LIGHT AND AIR
TRELLIS +21'-6" (+102.5')
90% OPEN TO
LIGHT AND AIR
UPPER FLOOR
GROUND FLOOR
LOWER FLOOR
PLASTER STAIR
WALL
10'-6"
-0'-6" (+100.5')
PLANTER
EXTERIOR GROUND
LEVEL STAIRS
REMOVED
LOWER FLOOR
ADJUSTMENT
WITHIN FOOTPRINT -
BEDROOM 01,
GROUND FLOOR
LOUNGE AND
JACUZZI REMOVED
FINISH GRADE
PLANTER
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY
AND COPYRIGHT OF WARREN GARRETT AND SHALL NOT BE
USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT
WITH WARREN GARRETT.WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
WARREN GARRETT PRIOR TO THE COMMENCEMENT OF ANYWORK.
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
Zumirez
MP, MS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTES
PROJECTREVISION SCHEDULE
NO. DATE ISSUE
MAIN RESIDENCE - PROPOSED
ELEVATIONS 4 & 5
PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
MARCH 03, 2023
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT
3 2022/05/26 PLANNING RE-SUBMT
4 2022/06/20 PLANNING RE-SUBMT
5 2023/03/03 PLANNING RE-SUBMT
1/8" = 1'-0"
A-2.2
MAIN HOUSE - ELEVATION 4 - NORTH ELEVATIONMAIN HOUSE - ELEVATION 5 - NORTHEAST ELEVATION 65 x
xxxxxxxxxxxx
66 UP
UP
UP
UP
104' 106'
OUTDOOR LOUNGE
1' 5'-9"
21'-4"
5'
11'-8"
8"
2'-8"
1'
21'-4"
8'
6' 2'-8"
14' 8"
35'-10"
20'
3' 8"
1'
7'-8"
1'
9'-8" 59'-4"
6'
6" 9'-6" 6"
11'
19'-4"
19'-8"
11'
+6'-0"+107'
3'-3" 2'-9"
2'-6"
1'
21'-5"
12'-9"
6'
57'-4" 1'
160 SQ. FT. +6'-0"
+107'
7'-9" 1' 1' +6'-0" +107'
20' 3'-6" +3'-0" +104' OUTDOOR DINING WATER FEATURE DEPTH NOT TO EXCEED 18"OUTDOOR GARDEN OPEN TO THE SKY OUTDOOR GARDEN OPEN TO THE SKY BBQ 4'-6" 5'-9" 10' 10' 18'
20'
20'-4"
BEDROOM
10' 14'-6"
5' 5'-9" 5'
10"
69'
10"
1' 10' 10'-4"
10'-2" 21'-8"
14'-9" 22'-5"
8" 10'
6" 2' 2'-6"6" 6"
10'-8"
12'-8"
1' 1'
8" 20' 8" 10'-9"
8"
1'
9'-8"
1'
1'
1'
1' 1'
1' 1' 1'
1'
3'
8'
20' 8'
OVERHANG OVERHANG OVERHANG OVERHANG
LANDSCAPE
WALL
8'
4'-6"
14'-9"
9'-8"
LANDSCAPE WALL
11'-8" 9'-9" WATER FEATURE DEPTH NOT TO EXCEED 18"
OUTDOOR GUEST GARDEN
47'-4"
30'-6"
+6'-0"+107'
A 2.2
E-08
E-07
A 2.2
E-09
A 2.2
E-10
A 2.2
E-E
A 2.3
E-E
A 2.3
F-F
A 2.3 F-F
A 2.3
E-06
A 2.2
EDISON EASEMENTEDISON EASEMENT
3'-10" 1'
5' 5'
15'-1"
6'-1" 1' 8' 1' 4'-6" PA
1'-10" 8' 1'-10"8" 2'8"
7'-2"
4' 8"
8'-8"
8'-8"
15'-10"
PA
PA
PA
PA
PAPA
WOOD TRELLIS
12'
STUCCO RETAINING WALL (6 FEET
HIGH ABOVE NATURAL GRADE)
+3'-0"+104'
+5'-0"+106'
+6'-0"+107'
142'-5"
+5'-4"
+106.3'
+2'-6"+103.5'
20' 41'-3"
6' HIGH WALL
(90% PERMEABLE TO
LIGHT AND AIR
ABOVE 42")
PA
6' HIGH WOOD TRASH
ENCLOSURE &DOUBLE GATES
PA
15'-3"
1'
25'-6" 4' 5'-9"
333'-10" 2'
2' 3'-5"
+3'-0"+104'
99'-8" 30' 4'-6"
4'-11"
16' 4'
+6'-0"+107' +6'-0" +107'
+7'-0"+108'
HALLWAY
+6'-0"+107'
+3'-0"+104'
.
28'
108'
N.G.106.1'
N.G.106.5'
N.G.106.5'
OUTDOORSHOWER
*Existing Railroad Ties, Mailbox
post and other private siteimprovements within City right of way to be removed and relocated
6' HIGH WALL
(90% PERMEABLE TO
LIGHT AND AIR
ABOVE 42")
PROPOSED DISTRIBUTION BOX
PROPOSED 100% EXPANSION
SEEPAGE PITS
PROPOSED 6'x45' SEEPAGE PITS
PROPOSED SEPTIC TANK
366'-10"
10' 10'
18' 3'-9"
5' 5'
11'
WATER FEATURE
DEPTH NOT TO EXCEED 18"
WATER FEATURE
DEPTH NOT TOEXCEED 18"
5'-4"
5'-8"
33'-8"
8'-6"
TRELLIS
90% OPEN TO
LIGHT AND AIR
(NOT TO BE ENCLOSED)
286.18 sq ft
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY
AND COPYRIGHT OF WARREN GARRETT AND SHALL NOT BE
USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT
WITH WARREN GARRETT.WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
WARREN GARRETT PRIOR TO THE COMMENCEMENT OF ANYWORK.
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
Zumirez
MP, MS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTES
PROJECTREVISION SCHEDULE
NO. DATE ISSUE
SECOND UNIT - PROPOSED
GROUND FLOOR PLAN
PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
JUNE 20, 2022
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT
3 2022/05/26 PLANNING RE-SUBMT
4 2022/06/20 PLANNING RE-SUBMT
1/8" = 1'-0"
A-1.5
N
67 104' 106'
15'-1"
EDISON EASEMENTEDISON EASEMENT
5' 5'
A 2.2
E-08
E-07
A 2.2
E-09
A 2.2
E-10
A 2.2
E-E
A 2.3
E-E
A 2.3
F-F
A 2.3 F-F
A 2.3
E-06
A 2.2
+16'-6"+117.5'
WATER FEATURE
BELOW
WATER FEATURE
BELOW
+6'-0"+107'
OUTDOOR SECOND
UNIT GARDEN BELOW
+14'-6" +14'-6" +115.5' +115.5'
+14'-6"+115.5'
+14'-6"+115.5'
+14'-6"+115.5'+14'-6"+115.5'
+14'-6"+115.5'
+14'-6"+115.5'
LANDSCAPE WALLEL: +14'-6" (+115.5')
FLAT ROOF
OUTDOOR GARDEN
BELOW
+6'-0"+107'
LANDSCAPE WALLEL: +14'-6" (+115.5')
FLAT ROOF
STUCCO RETAINING WALL BELOW
(6 FEET HIGH ABOVE NATURALGRADE)
T.O.F.S. (HP)
EL: +16' (+117')
T.O.F.S. (LP)
EL: +15'-8" (+116.7')
21'-4" 35'-10"
21'-8"
13'-8"
33'-8"
8'-6"
6'
10'
6'
10'WATER FEATURE BELOW
OUTDOOR GARDEN
BELOW
+6'-0"+107'
WATER FEATURE
BELOW
JACUZZI BELOW
WOOD TRELLIS
EL: +15'-6" (+116.5')
T.O.F.S. (HP)
EL: +16' (+117')
T.O.F.S. (LP)
EL: +13'-10" (+114.8')
T.O.F.S. (HP)
EL: +14'-2" (+115.2')
T.O.F.S. (HP)
EL: +14'-2" (+115.2')
+3'-0"+104'
+3'-0"+104'
+6'-0"+107'
+5'-4" WALKWAY BELOW +106.3' +2'-6" +103.5'
+6'-0"+107'
142'-5"
+16'-6"+117.5'
+16'-6"+117.5'+16'-6"+117.5'
+16'-6"+117.5'
+16'-6"+117.5'
+16'-6"+117.5'
+16'-6"+117.5'
+16'-6"+117.5'
+16'-6"+117.5'+16'-6"+117.5'
+16'-6"+117.5'
+16'-6"+117.5'+16'-6"+117.5'
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY
AND COPYRIGHT OF WARREN GARRETT AND SHALL NOT BE
USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT
WITH WARREN GARRETT.WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
WARREN GARRETT PRIOR TO THE COMMENCEMENT OF ANYWORK.
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
Zumirez
MP, MS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTES
PROJECTREVISION SCHEDULE
NO. DATE ISSUE
SECOND UNIT - PROPOSED ROOF
PLAN
PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
JUNE 20, 2022
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT
3 2022/05/26 PLANNING RE-SUBMT
4 2022/06/20 PLANNING RE-SUBMT
1/8" = 1'-0"
N
A-1.6
68 +6'-0"
+107'
SECOND UNIT
10'-6"
10'-6"
10'-6"
8'-6"
11'-6"
9'
10'-6"
8'-6"
1'-6"
+6'-0" (+107')
+16'-6" (+117.5')
+14'-6" (+115.5')+3'-0" (+104')
FINISH GRADE
FINISH GRADE FINISH GRADE
NATURAL GRADE NATURAL GRADE
PLASTEREXTERIOR WALL
PLASTEREXTERIOR WALL
PLASTERLANDSCAPE WALL
WOOD TRELLIS +15'-0" (+116')
+6'-0"+107'
SECOND UNIT
10'-8"
11'-6"
+6'-0" (+107')
+16'-6" (+117.5')
+14'-6" (+115.5')
NATURAL GRADE FINISH GRADE
NATURAL GRADE FINISH GRADE
PLASTEREXTERIOR WALL
PLASTEREXTERIOR WALL ENTRANCE GATE PLASTER EXTERIOR WALL +6'-0"+107'
SECOND UNIT
10'-2" 11'-6"
10'-6"
8'-6"
+3'-0" (+104')
+16'-6" (+117.5')
+14'-6" (+115.5') +14'-6" (+115.5')
+3'-0" (+104')
+6'-0" (+107')
FINISH GRADE FINISH GRADE
NATURAL GRADE
NATURAL GRADE
PLASTER
EXTERIOR WALL
PLASTEREXTERIOR WALL
PLASTEREXTERIOR WALL
ENTRANCE GATE
11'-6"
12'
+6'-0"+107'
SECOND UNIT
11'-6"
10'-6"
+16'-6" (+117.5')
+14'-6" (+115.5')
+3'-0" (+104')
FINISH GRADE
FINISH GRADE
NATURAL GRADE NATURAL GRADE
PLASTEREXTERIOR WALL
PLASTEREXTERIOR WALL
PLASTERLANDSCAPE WALL
11'-6"
+6'-0"+107'
SECOND UNIT
2'
12'
+16'-6" (+117.5')
+14'-6" (+115.5')+2'-6" (+103.5')
FINISH GRADE FINISH GRADE
FINISH GRADE
NATURAL GRADE
NATURAL GRADE
PLASTEREXTERIOR WALL
PLASTEREXTERIOR WALL
CONCRETE WALL
9'-2"
+6'-0" (+107')
3'-6"
10'-8"
+5'-4" (+106.3')
3'-6"
6'
2'-6"
3'-6"
6'
2'-6"
3'
5'-6"
2'-6"
+6'-6" (+107.5')
FINISH GRADE
WOOD GATE WOOD GATE
PLASTER WALL PLASTER WALL PLASTER WALL
WOOD FENCE WOOD FENCE
3'-6"
6'
2'-6"
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY
AND COPYRIGHT OF WARREN GARRETT AND SHALL NOT BE
USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT
WITH WARREN GARRETT.WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
WARREN GARRETT PRIOR TO THE COMMENCEMENT OF ANYWORK.
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
Zumirez
MP, MS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTES
PROJECTREVISION SCHEDULE
NO. DATE ISSUE
SECOND UNIT - PROPOSED
ELEVATIONS 6‚ 7‚ 8‚ 9 & 10 AND
FRONT GATE
PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
JUNE 20, 2022
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT
3 2022/05/26 PLANNING RE-SUBMT
4 2022/06/20 PLANNING RE-SUBMT
1/8" = 1'-0"
A-2.3
SECOND UNIT - ELEVATION 6 - SOUTH INTERNAL YARD ELEVATIONSECOND UNIT - ELEVATION 7 - WEST ELEVATIONSECOND UNIT - ELEVATION 8 - EAST ELEVATION SECOND UNIT - ELEVATION 9 - SOUTH ELEVATIONSECOND UNIT - ELEVATION 10 - NORTH ELEVATION
WEST FRONT GATE ELEVATION
69 7'
18' ABOVE NATURAL GRADE
NATURAL GRADE
18' ABOVE NATURAL GRADE
+6'-0"+107'
SECOND UNIT
FINISH GRADE
FINISH GRADE OUTDOOR GARDEN
+6'-0" (+107') +6'-0" (+107')
10'-6"
8'-6" 1'-6" 2'
10'-6"
+14'-6" (+115.5')
FLAT ROOF +16'-6" (+117.5')
OUTDOOR GARDEN
+6'-0" (+107')
+3'-0" (+104')
+12'-0" (+113')
+14'-6" (+115.5')
9' 2' 2'
3'
1'-6"
2' 8'-6" EXTERIOR WALL EXTERIOR WALL FLAT ROOF
11'-6"
+16'-6" (+117.5')
18' ABOVE NATURAL GRADE
18' ABOVE NATURAL GRADE
OUTDOOR GARDEN
WALKWAY +6'-0" +107' SECOND UNIT +6'-0" (+107')
FINISH GRADE
+6'-0" (+107')
+16'-6" (+117.5')+14'-6" (+115.5')
+15'-6" (+116.5')
ENTRANCE GATE
WOOD TRELLIS
8'-6" 1'-6" 2'
8'-6"
10'-6"
6" 1'-6"
STUCCO RETAINING WALL
(6 FEET HIGH ABOVE
STUCCO RETAINING WALL NATURAL GRADE)
(6 FEET HIGH ABOVE
NATURAL GRADE)
PA
WATER FEATURE
FLAT ROOF
EXTERIOR WALL
DRIVEWAY
NATURAL GRADE
PA
PA
+16'-6" (+117.5')
FIRE PIT
PA
11'-6"
10'-11"
10'-6"
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY
AND COPYRIGHT OF WARREN GARRETT AND SHALL NOT BE
USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT
WITH WARREN GARRETT.WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
WARREN GARRETT PRIOR TO THE COMMENCEMENT OF ANYWORK.
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
Zumirez
MP, MS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTES
PROJECTREVISION SCHEDULE
NO. DATE ISSUE
SECOND UNIT - PROPOSED
SECTIONS E-E & F-F
PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
JUNE 20, 2022
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT
3 2022/05/26 PLANNING RE-SUBMT
4 2022/06/20 PLANNING RE-SUBMT
1/8" = 1'-0"
A-3.3
SECOND UNIT - SECTION E-ESECOND UNIT - SECTION F-F
70 “ ” “
”
71 72
73 SECTION B-B
NOT TO SCALE
BB
xx
xxxx
xxxxxxx
74 UP
UP
UP
UP
104' 106'
108'
106' 106'
106'
106' 104'
5'-0"
3'-4" 8'-0" 4'-6" 5'-0"
20'-0" 8'-0"
20'-0" 4'-0" GARAGE
GARDENER
ENCLOSURE
+7'-0"+107'
+3'-0"
+104'
+5'-0"+106'
GUEST HOUSE
GRAVEL
DRIVEWAY
GUEST OUTDOOR
GARDEN
+3'-0"
+104'
+6'-0"+107'
+6'-0"+107'
+7'-0"
+108'
+3'-0"+104'
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
30'-0"
+5'-4"
+106.3'
+2'-6"+103.5'
PA
PA
PA
PA
PA
PA PA
ENCLOSURE
PA
PA
W-02
W-02
W-01
W-01
F-02
PV-04
PV-04
PV-02
PV-03
M-03
PV-05
PV-02
PV-04 TYP. M-02
PV-01
M-04
TYP.
WF-04
F-03
PO-03
WF-03
SETBACK LINE TYP.
S-01
S-02
W-04
M-01
15'-10"
5'-2" 5'-2" 3'-7"
9'-6" 16'-0"
4'-6"
5'-9"
+6'-6"
+107.5'
+3'-0"+104'
+6'-0"+107'
ENCLOSED
PARKING AREA
FRONT WALL & GATES
42" SOLID STUCCO,
90% PERMEABLE
FROM 42" TO 6'-0" MAX
REFERENCE NOTES SCHEDULE
FENCE AND GATE
6' WROUGHT IRON FENCE
AUTOMATED SLIDING ENTRY GATE
PEDESTRIAN GATE
MISCELLANEOUS
METAL HEADER
FIRE PIT
TRASH ENCLOSURE W/ DOUBLE GATES ON CONCRETE SLAB (MAX 6')
WOOD TRELLIS
PAVING
STONE PAVING
COLOR CONCRETE PAVING
STONE CURB
GRAVEL PAVING
POOL AND JACUZZI
POOL
JACUZZI @ POOL DECKJACUZZI @ GUEST HOUSE
F-01F-02F-03
M-01M-02M-03M-04
PV-01PV-02PV-03PV-04
PO-01PO-02PO-03
STAIRS
STONE STAIRS
CONCRETE STAIRS
WALL
6' ENTRY WALL (FRONT WALL & GATES 42" SOLID STUCCO,
90% PERMEABLE FROM 42" TO 6'-0" MAX)
6' STUCCO WALL
PLANTER WALL, MATERIAL TBD.
CONCRETE RETAINING WALL
WATER FEATUREWATER BASIN W/ 6' GARDEN WALL
FLUSH WATER FEATURE @ MAIN HOUSE GARDENFLUSH WATER FEATURE @ GUEST HOUSE GARDEN
CIRCULAR WATER FEATURE
S-01S-02
W-01W-02W-03W-04
WF-01WF-02WF-03WF-04
SYMBOL DESCRIPTION
SMALL WALL SCONE LIGHT
WALL MOUNT ENTRY LIGHT
TREE DOWNLIGHT
LOW PATHWAY BOLLARD LIGHT
LOW DRIVEWAY BOLLARD LIGHT
FOUNTAIN LIGHT
LEGEND
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L1.2
L1.1
LAYOUT & MATERIALS PLAN
1 2
3 4
6 56
75 UP
UP
UP
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
104' 102' 100' 98' 96' 94' 92' 90' 88' 86' 84' 82'
104' 102' 100' 100' 98' 96' 94' 92' 90' 88
98' 96' 94' 92'
90' 6.000 20'-10" 30'-0"
4'-2"
43'-0"
7'-8"
16'-0"
8'-0" 26'-6"
5'-0" 4'-6" 4'-1"
7'-0"
26'-4"
5'-3"
6'-6"
GE
ER
URE
+3'-0"+104'
+3'-0"+104'
-2'-6"
+98.5'
MAIN HOUSE
POOL
DECK
GARAGE
BBQ AREA
±0'-0"
+101'
+1'-6"
+102.5'
+1'-6"+102.5'
-1'-6"
+99.5'
OUTDOOR
LOUNGE
+3'-0"+104'
+2'-6"+103.5'
PA
PA
PA
PA
PA
PA
PA
±0'-0"
+101'
-12'-0"
+89'
+1'-6"+102.5' -12'-0"
+89'
PA
GRAVEL
DRIVEWAY
+2'-6"+103.5'
-7'-0"
+94'
±0'-0"
+101'
PA
W-03 TW+97
PO-01
PO-02
W-03
PV-01 TYP.
PV-04
TYP.
F-01
PA
23'-0"
PV-02
PV-02
PV-01 TYP.
WF-02
TYP.
S-01
S-01
PV-01
SETBACK LINE TYP.
W-02
W-02
WF-01 TW+104.5
+102.5
S-01
S-01
5'-3" 4'-6" 4'-7"
S-01 S-01 TYP.
INFINITY EDGE
TW+101.5
PA TW+97.5
PV-03
15'-10" 18'-10"
PV-04
F-01
PA
S-01 S-01
69'-6"
50'-2"
17'-8"
15'-0"
+2'-6"
+103.5'
+3'-0"+104'
+2'-6"
+103.5'
+3'-0"
+104'
+0'-6"
+100.5'
+3'-0"+104'
WF-02
S-01
+11'-0"
90'
-11'-0"
+90'
S-01
-12'-5"
+88.5'
REFERENCE NOTES SCHEDULE
FENCE AND GATE
6' WROUGHT IRON FENCE
AUTOMATED SLIDING ENTRY GATE
PEDESTRIAN GATE
MISCELLANEOUS
METAL HEADER
FIRE PIT
TRASH ENCLOSURE W/ DOUBLE GATES ON CONCRETE SLAB (MAX 6')
WOOD TRELLIS
PAVING
STONE PAVING
COLOR CONCRETE PAVING
STONE CURB
GRAVEL PAVING
POOL AND JACUZZI
POOL
JACUZZI @ POOL DECKJACUZZI @ GUEST HOUSE
F-01F-02F-03
M-01M-02M-03M-04
PV-01PV-02PV-03PV-04
PO-01PO-02PO-03
STAIRS
STONE STAIRS
CONCRETE STAIRS
WALL
6' ENTRY WALL (FRONT WALL & GATES 42" SOLID STUCCO,
90% PERMEABLE FROM 42" TO 6'-0" MAX)
6' STUCCO WALL
PLANTER WALL, MATERIAL TBD.
CONCRETE RETAINING WALL
WATER FEATUREWATER BASIN W/ 6' GARDEN WALL
FLUSH WATER FEATURE @ MAIN HOUSE GARDENFLUSH WATER FEATURE @ GUEST HOUSE GARDEN
CIRCULAR WATER FEATURE
S-01S-02
W-01W-02W-03W-04
WF-01WF-02WF-03WF-04
SYMBOL DESCRIPTION
SMALL WALL SCONE LIGHT
WALL MOUNT ENTRY LIGHT
TREE DOWNLIGHT
LOW PATHWAY BOLLARD LIGHT
LOW DRIVEWAY BOLLARD LIGHT
FOUNTAIN LIGHT
LEGEND
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L1.3
L1.2
LAYOUT & MATERIALS PLAN
MATCHLINE, SEE SHEET L1.1
6 1
2 3
4 5
6 76
UP
UP
UP
88' 86' 84' 82'
94' 92' 90' 88' 86' 84' 82' 80' 78'
76'
74'
72'
68'
66'
64'
62'
78' 76'
74' 72' 70' 68' 66' 64' 62'
58'
56'
54'
58'
56' 54' 52' 48' 46' 44' 42'
5'
+1'-6"+102.5'
PA
-12'-0"
+89'
F-01 TYP.
W-03 TW+97
PO-02
PV-01
PA
15'-0"
S-01
+11'-0"
90'
-11'-0"
+90'
S-01
-12'-5"
+88.5'
50' FROM RESIDENCE -NATIVE PLANTING ZONE
REFERENCE NOTES SCHEDULE
FENCE AND GATE
6' WROUGHT IRON FENCE
AUTOMATED SLIDING ENTRY GATE
PEDESTRIAN GATE
MISCELLANEOUS
METAL HEADER
FIRE PIT
TRASH ENCLOSURE W/ DOUBLE GATES ON CONCRETE SLAB (MAX 6')
WOOD TRELLIS
PAVING
STONE PAVING
COLOR CONCRETE PAVING
STONE CURB
GRAVEL PAVING
POOL AND JACUZZI
POOL
JACUZZI @ POOL DECKJACUZZI @ GUEST HOUSE
F-01F-02F-03
M-01M-02M-03M-04
PV-01PV-02PV-03PV-04
PO-01PO-02PO-03
STAIRS
STONE STAIRS
CONCRETE STAIRS
WALL
6' ENTRY WALL (FRONT WALL & GATES 42" SOLID STUCCO,
90% PERMEABLE FROM 42" TO 6'-0" MAX)
6' STUCCO WALL
PLANTER WALL, MATERIAL TBD.
CONCRETE RETAINING WALL
WATER FEATUREWATER BASIN W/ 6' GARDEN WALL
FLUSH WATER FEATURE @ MAIN HOUSE GARDENFLUSH WATER FEATURE @ GUEST HOUSE GARDEN
CIRCULAR WATER FEATURE
S-01S-02
W-01W-02W-03W-04
WF-01WF-02WF-03WF-04
SYMBOL DESCRIPTION
SMALL WALL SCONE LIGHT
WALL MOUNT ENTRY LIGHT
TREE DOWNLIGHT
LOW PATHWAY BOLLARD LIGHT
LOW DRIVEWAY BOLLARD LIGHT
FOUNTAIN LIGHT
LEGEND
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L1.2
L1.3
LAYOUT & MATERIALS PLAN
6 1
2 3
4 56
77 UP
UP
UP
UP
04' 1 106'
108'
106' 106'
106'
106' 104'
GARAGE
GARDENER
ENCLOSURE
GUEST HOUSE
GRAVEL
DRIVEWAY
GUEST OUTDOOR
GARDEN
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA PA
ENCLOSURE
PA
SETBACK LINE TYP. PA
(E) 24" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 12" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 18" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 18" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 12" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 6" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 12" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 6" DIA
TREE
TO BE REMOVED
(E) 12" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 28" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 18" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 14" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 16" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 32" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 12" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 18" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 32" DIA
TREE STUMP
TO BE REMOVED
(E) 24" DIA
TREE STUMP
TO BE REMOVED
(E) 24" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 8" DIA
TREE
TO BE REMOVED
(E) 7" DIA
TREE
TO BE REMOVED
(E) 6" DIA
TREE
TO BE REMOVED
(E) 20" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 24" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 18" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 12" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
NOT FOR CONSTRUCTION Signature Cert. No. 1620 Date Renewal Date 7/31/2021 L ICENSED LANDSCAPE ARCH I TECT STATE OF CA L I FORN I AGEORGE W . G I RV I N DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L2.2
L2.1
EXISTING TREE & SHRUB
PROTECTION PLAN
1 2
3 4
5 6
78 UP
UP
UP
UP UP
UP
UP
UP
UP
UP
U
UP
UP
UP
UP
UP
104'
102'
100'
98'
96'
94'
92'
90'
88'
86'
84'
82'
104'
102'
100'
100'
98'
96'
94'
92'
90'
88'
98'
96'
94'
92'
90'
6.0000 RAGE
RDENER
CLOSURE
MAIN HOUSE
POOL
DECK
GARAGE
BBQ AREA
OUTDOOR
LOUNGE
PA
PA
PA
PA
PA
PA
PA
PA
PA
GRAVEL
DRIVEWAY
PA
E
PA
PA
PA
(E) 18" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) 8" DIA
EUCALYPTUS CLADOCALYX
SUGAR GUM
TO BE REMOVED
(E) SHRUBS
TO BE REMOVED
(E) SHRUBS
TO BE REMOVED
(E) SHRUBS
TO BE REMOVED
(E) SHRUBS
TO BE REMOVED
(E) SHRUBS
TO BE REMOVED
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
NOT FOR CONSTRUCTION Signature Cert. No. 1620 Date Renewal Date 7/31/2021
L ICENSED LANDSCAPE ARCH I TECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L2.1
L2.2
EXISTING TREE & SHRUB
PROTECTION PLAN
MATCHLINE, SEE SHEET L2.3
1 2
3 4
5 6
79 INFINITY EDGE
NFINITY EDGE
+1'-6"
+102.5'
SETBACK
PA
-12'-0"
+89'
OUTDOOR SHOWER
EL: -12'-0" (+89')
4:1 SLOPE
NE
RS
FENCE
FENCE
WALL
EL: -10'-0" (+91')
PA
FENCE
UP
PA
PA
(E) 36“ DIA
TOYON TREE
TO BE REMAIN
(E) 14" DIA
TOYON TREE
TO BE REMAIN
(E) 14" DIA
TOYON TREE
TO BE REMAIN
(E) 8" DIA
BRAZILIAN PEPPER TREE
TO BE REMOVED
(E) 6" DIA
BRAZILIAN PEPPER TREE
TO BE REMOVED
(E) 12" DIA
BRAZILIAN PEPPER TREE
TO BE REMOVED
(E) TOYON TREE
TO BE REMAIN
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
NOT FOR CONSTRUCTION Signature Cert. No. 1620 Date Renewal Date 7/31/2021
L ICENSED LANDSCAPE ARCH I TECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
L2.3
EXISTING TREE & SHRUB
PROTECTION PLAN
MATCHLINE, SEE SHEET L2.2
1 2
3 4
56 80
SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE REMARKS
AGA ATT Agave attenuata Foxtail Agave 5 galAGA DW2 Agave desmettiana Dwarf Century Plant 5 gal.AGA WE3 Agave tequiliana `Weber Azul` Weber`s Blue Agave 5 gal.ARC HOW Arctostaphylos densiflora `Howard McMinn` Howard McMinn Manzanita 5 gal CAR CAL Carpenteria californica Bush Anemone 5 gal.CEA JOY Ceanothus x `Joyce Coulter` Joyce Coulter Wild Lilac 5 gal.CYC REV Cycas revoluta Sago Palm 15 gal LAV HID Lavandula angustifolia `Hidcote` Hidcote Lavender 5 gal MAH AQU Mahonia aquifolium Oregon Grape 5 gal.MIM LON Mimulus longiflorus Bush Monkey Flower 5 gal NativeMYR CAL Myrica californica Pacific Wax Myrtle 15 gal PHI XXA Philodendron x `Xanadu` Xanadu Philodendron 1 gal.
PHO SUD Phormium x `Sundowner` Sundowner New Zealand Flax 5 gal.RHA CAL Rhamnus californica California Coffee Berry 5 gal NativeRHU INT Rhus integrifolia Lemonade Berry 15 gal NativeRHU OVA Rhus ovata Sugar Bush 15 gal NativeRIB GOL Ribes aureum Golden Currant 5 gal NativeROS COL Rosmarinus officinalis `Collingwood Ingram` Rosemary 5 gal SAL PU3 Salvia leucophylla Purple Leaf Sage 5 gal Native SYM ALB Symphoricarpos albus Common White Snowberry --- Native ZAU CA9 Zauschneria californica California Fuchsia 5 gal Native
GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE REMARKS ACH ISL Achillea millefolium `Island Pink` Common Yarrow flat Native ACM DEE Acmispon glaber Deerweed 1 gal Native
ARC MAN Arctostaphylos x `Emerald Carpet` Emerald Carpet Manzanita 1 gal.
CAR TUM Carex tumulicola Berkeley Sedge 1 gal
DUD CYM Dudleya cymosa Canyon Liveforever 1 gal NativeFES OVI Festuca ovina glauca `Elijah Blue` Blue Fescue 1 gal.HEU MA2 Heuchera maxima Island Alum Root 1 gal.
KOL MAC Koeleria macrantha Prairie Junegrass 1 gal Native MUH RIG Muhlenbergia rigens Deer Grass 1 gal. Native
SAL SPA Salvia spathacea Hummingbird Sage 1 gal Native
SEN MAN Senecio mandraliscae Blue Finger 1 gal.
PLANT SCHEDULE SHRUB & GC
TREES CODE BOTANICAL NAME COMMON NAME SIZE REMARKS
ACE PAL Acer palmatum Japanese Maple 36"boxALO THR Aloe thraskii Dune Aloe 24" box CER WES Cercis occidentalis Western Redbud Multi-trunk 36"boxCIT ME5 Citrus x meyeri Meyer Lemon 36"box HET ARB Heteromeles arbutifolia Toyon 24" box Native
OLE EUR Olea europaea "Swan Hill" Swan Hill Ancient Olive Ancient Specimen FruitlessOLE SWA Olea europaea `Swan Hill` Swan Hill Olive 48"box FruitlessQUE MUL Quercus agrifolia Coast Live Oak Multi-Trunk 60" Native QUE SUB Quercus suber Cork Oak 24" box
UMB CAL Umbellularia californica Bay Laurel 48" Native
PLANT SCHEDULE TREE
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH ITEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION L3.0
PLANTING LEGEND AND NOTES
Planting Legend:
Note: Plant selection & plant information per county of Los Angeles Fire Department Fuel Modification Plant List and
Santa Monica Mountains Native Plant List.
1 2
3 4
5 6
81 UP
UP
UP
UP
106' 04' 1
108'
106' 106'
106'
106' 104'
SETBACK LINE TYP.
GARAGE
GARDENER
ENCLOSURE
GUEST HOUSE
GRAVEL
DRIVEWAY
GUEST OUTDOOR
GARDEN
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA PA
ENCLOSURE
PA
P
10'-0" 11'-0"
10'-0" 10'-0" 10'-0"
TREES CODE BOTANICAL NAME COMMON NAME SIZE QTY REMARKS
CER WES Cercis occidentalis Western Redbud Multi-trunk 36"box 2CIT ME5 Citrus x meyeri Meyer Lemon 36"box 1 HET ARB Heteromeles arbutifolia Toyon 24" box 4 Native
OLE SWA Olea europaea `Swan Hill` Swan Hill Olive 48"box 13 Fruitless QUE MUL Quercus agrifolia Coast Live Oak Multi-Trunk 60" 3 NativeQUE SUB Quercus suber Cork Oak 24" box 4 UMB CAL Umbellularia californica Bay Laurel 48" 3 Native PLANT SCHEDULE L3.1
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L3.2
L3.1
TREE PLANTING PLAN
6 1
2 3
4 NOTE:
1. ALL PLANTS GREATER THAN 50' FROM THE PRIMARY RESIDENCE ARE SANTA MONICA MOUNTAINS NATIVE PLANTS.
2. RELOCATE SEEPAGE PITS 10' AWAY FROM PROPOSED TREES
56 82
UP
UP
UP
UP UP
UP
UP
UP
UP
UP
PU
UP
UP
UP
UP
UP
104' 102' 100' 98' 96' 94' 92' 90' 88' 86' 84' 82'
104' 102' 100' 100' 98' 96' 94' 92' 90' 88'
98' 96' 94' 92'
90' 6 0000 SETBACK LINE TYP.
ARAGE
ARDENER
CLOSURE
MAIN HOUSE
POOL
DECK
GARAGE
BBQ AREA
OUTDOOR
LOUNGE
PA
PA
PA
PA
PA
PA
PA
PA
PA
GRAVEL
DRIVEWAY
PA
RE
PA
PA
PA
TREES CODE BOTANICAL NAME COMMON NAME SIZE QTY REMARKS
ACE PAL Acer palmatum Japanese Maple 36"box 1
ALO THR Aloe thraskii Dune Aloe 24" box 2
OLE EUR Olea europaea "Swan Hill" Swan Hill Ancient Olive Ancient Specimen 1 FruitlessOLE SWA Olea europaea `Swan Hill` Swan Hill Olive 48"box 3 Fruitless PLANT SCHEDULE L3.2
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L3.1
L3.2
TREE PLANTING PLAN
MATCHLINE, SEE SHEET L3.3
NOTE: TREE CANOPY TO BE MAINTAINED
AT LEAST 5' AWAY FROM HOUSE.
1 2
3 4
5 6
6 83
UP
86' 84' 82'
92' 90' 88' 86' 84' 82' 80' 78'
76'
74'
72'
68'
66'
64'
62'
78' 76'
74' 72' 70' 68' 66' 64' 62'
58'
56'
54'
58'
56' 54' 52' 48' 46' 44' 42'
PA F-01 TYP.
7 PAS-01 S-01 50' FROM RESIDENCE -NATIVE PLANTING ZONE
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
L3.3
TREE PLANTING PLAN
MATCHLINE, SEE SHEET L3.2
6 NOTE: NO PROPOSED TREE IN THIS AREA, SEE L2.3 FOR EXISTING TREE & SHRUB. 1 2
3 4
5 6
84 UP
UP
UP
UP
106' 04' 1
108'
106' 106'
106'
106' 104'
UPUP
UP
UP
106' 04' 1
108'
106' 106'
106'
106' 104'
SETBACK LINE TYP.
GARAGE
GARDENER
ENCLOSURE
GUEST HOUSE
GRAVEL
DRIVEWAY
GUEST OUTDOOR
GARDEN
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA PA
ENCLOSURE
PA
P
-NATIVE PLANTING ZONE
50' FROM RESIDENCE
SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE QTY REMARKS AGA ATT Agave attenuata Foxtail Agave 5 gal 14ARC HOW Arctostaphylos densiflora `Howard McMinn` Howard McMinn Manzanita 5 gal 17 CAR CAL Carpenteria californica Bush Anemone 5 gal. 9
CEA JOY Ceanothus x `Joyce Coulter` Joyce Coulter Wild Lilac 5 gal. 9CYC REV Cycas revoluta Sago Palm 15 gal 6 LAV HID Lavandula angustifolia `Hidcote` Hidcote Lavender 5 gal 41 MAH AQU Mahonia aquifolium Oregon Grape 5 gal. 24
MIM LON Mimulus longiflorus Bush Monkey Flower 5 gal 15 NativeMYR CAL Myrica californica Pacific Wax Myrtle 15 gal 38 PLANT SCHEDULE L4.1 PHO SUD Phormium x `Sundowner` Sundowner New Zealand Flax 5 gal. 10 RHA CAL Rhamnus californica California Coffee Berry 5 gal 35 NativeRHU INT Rhus integrifolia Lemonade Berry 15 gal 47 NativeRHU OVA Rhus ovata Sugar Bush 15 gal 15 NativeRIB GOL Ribes aureum Golden Currant 5 gal 53 NativeROS COL Rosmarinus officinalis `Collingwood Ingram` Rosemary 5 gal 86 SAL PU3 Salvia leucophylla Purple Leaf Sage 5 gal 34 Native SYM ALB Symphoricarpos albus Common White Snowberry --- 22 Native ZAU CA9 Zauschneria californica California Fuchsia 5 gal 29 Native
GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE QTY REMARKS ACH ISL Achillea millefolium `Island Pink` Common Yarrow flat 951 sf NativeACM DEE Acmispon glaber Deerweed 1 gal 513 sf NativeARC MAN Arctostaphylos x `Emerald Carpet` Emerald Carpet Manzanita 1 gal. 132 CAR TUM Carex tumulicola Berkeley Sedge 1 gal 420
DUD CYM Dudleya cymosa Canyon Liveforever 1 gal 565 sf Native FES OVI Festuca ovina glauca `Elijah Blue` Blue Fescue 1 gal. 41 HEU MA2 Heuchera maxima Island Alum Root 1 gal. 228
KOL MAC Koeleria macrantha Prairie Junegrass 1 gal 277 sf NativeMUH RIG Muhlenbergia rigens Deer Grass 1 gal. 470 Native SAL SPA Salvia spathacea Hummingbird Sage 1 gal 1,236 sf Native G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L4.2
L4.1
SHRUB PLANTING PLAN
6 NOTE: ALL PLANTS GREATER THAN 50' FROM THE PRIMARY RESIDENCE ARE SANTA MONICA MOUNTAINS NATIVE PLANTS.
6 1
2 3
4 56
85 UP
UP
UP
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
104' 102' 100' 98' 96' 94' 92' 90' 88' 86' 84' 82'
104' 102' 100' 100' 98' 96' 94' 92' 90' 88
98' 96' 94' 92'
90' 6 0000 UP UP UP UP UP UP UP
UP
UP
UP
UP
UP
UP
UP
UP
104' 102' 100' 98' 96' 94' 92' 90' 88' 86' 84' 82'
104' 102' 100' 100' 98' 96' 94' 92' 90' 88
98' 96' 94' 92'
90' 6 0000 SETBACK LINE TYP.
AGE
ENER
SURE
MAIN HOUSE
POOL
DECK
GARAGE
BBQ AREA
OUTDOOR
LOUNGE
A
PA
PA
PA
PA
PA
PA
PA
PA
GRAVEL
DRIVEWAY
PA PA
PA
PA
SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE QTY REMARKS AGA ATT Agave attenuata Foxtail Agave 5 gal 57AGA DW2 Agave desmettiana Dwarf Century Plant 5 gal. 6AGA WE3 Agave tequiliana `Weber Azul` Weber`s Blue Agave 5 gal. 1 MAH AQU Mahonia aquifolium Oregon Grape 5 gal. 15MYR CAL Myrica californica Pacific Wax Myrtle 15 gal 80PHI XXA Philodendron x `Xanadu` Xanadu Philodendron 1 gal. 30RHA CAL Rhamnus californica California Coffee Berry 5 gal 20 Native ROS COL Rosmarinus officinalis `Collingwood Ingram` Rosemary 5 gal 19
GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE QTY REMARKS FES OVI Festuca ovina glauca `Elijah Blue` Blue Fescue 1 gal. 78 HEU MA2 Heuchera maxima Island Alum Root 1 gal. 95
SEN MAN Senecio mandraliscae Blue Finger 1 gal. 940
PLANT SCHEDULE L4.2
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L4.1
L4.2
SHRUB PLANTING PLAN
MATCHLINE, SEE SHEET L4.31
2 3
4 5
6 6
86 UP
86' 84' 82'
92' 90' 88' 86' 84' 82' 80' 78'
76'
74'
72'
68'
66'
64'
62'
78' 76'
74' 72' 70' 68' 66' 64' 62'
58'
56'
54'
58'
56' 54' 52' 48' 46' 44' 42'
UP
86' 84' 82'
92' 90' 88' 86' 84' 82' 80' 78'
76'
74'
72'
68'
66'
64'
62'
78' 76'
74' 72' 70' 68' 66' 64' 62'
58'
56'
54'
58'
56' 54' 52' 48' 46' 44' 42'
PA F-01 TYP.
+97
PAS-01 S-01 50' FROM RESIDENCE -NATIVE PLANTING ZONE
SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE QTY REMARKS AGA ATT Agave attenuata Foxtail Agave 5 gal 7AGA DW2 Agave desmettiana Dwarf Century Plant 5 gal. 6AGA WE3 Agave tequiliana `Weber Azul` Weber`s Blue Agave 5 gal. 13 MYR CAL Myrica californica Pacific Wax Myrtle 15 gal 7
PLANT SCHEDULE L4.3
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
L4.3
SHRUB PLANTING PLAN
MATCHLINE, SEE SHEET L4.2
6 1
2 3
4 5
6 87
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH ITEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION Fuel Modification Plan Notes
Zone A – Setback Zone
• Extends 30 feet beyond the edge of any combustible structure, accessory structure, appendage or projection.
Overhangs or parts of structures not accurately reflected on the plans may negate the approval of plant location on the approved plan.
• Irrigation by automatic or manual systems shall be provided to maintain healthy vegetation and fire resistance.• Vegetation in this zone shall consist primarily of green lawns, ground covers not exceeding 6 inches in height, and adequately spaced shrubs. The overall landscape characteristics shall provide adequate defensible space ina fire environment. • Plants in Zone A shall be inherently highly fire resistant and appropriately spaced. Species selection should reference the Fuel Modification Plant List. Other species may be used subject to approval. Plans re-submitted 6months after the initial review will be evaluated based on the current Fuel Modification Plant List, available from the Fuel Modification Unit.
• Trees are generally not recommended, except for dwarf varieties or mature trees small in stature.• Target species will typically not be allowed within 30 feet of combustible structures and may require removal if existing.
• Vines and climbing plants shall not be allowed on any combustible structure requiring review.
Zone B – Irrigated Zone
• Extends from the outer edge of Zone A to 100 feet from structures.• Irrigation by automatic or manual systems shall be provided to maintain healthy vegetation and fire resistance.• Vegetation in this zone shall primarily consist of green lawns, ground covers, and adequately spaced shrubs and trees.
• Unless otherwise approved, ground covers shall be maintained at a height not to exceed 6 inches. On slopes, 12 inches is acceptable within 50 feet of a structure, and 18 inches beyond 50 feet. The overall landscape characteristics shall provide adequate defensible space in a fire environment. Specimen native plants may be approved to remain if properly maintained for adequate defensible space. Annual grasses or weeds shall be maintained at a height not to exceed 3 inches.
• Plants shall be fire resistant and appropriately spaced. Plant selection should reference the Fuel Modification Plant List. Other plants may be used subject to approval. • Replacement planting to meet minimum City or County slope coverage requirements or ordinances will be considered. In all cases, the overall landscape characteristics shall provide adequate defensible space in a fire environment.
• Target species may require removal within 50 feet of structures, depending on site conditions.• All trees, unless otherwise approved, shall be planted far enough from structures and Fire access roads, as to not overhang any structure or access at maturity.
Zone C – Native Brush Thinning Zone
• Extends from the outer edge of Zone B up to 200 feet from structures or to the property line.• Required thinning and clearance will be determined upon inspection.• Irrigation systems are not required.• Vegetation may consist of modified existing native plants, adequately spaced ornamental shrubs and trees, or both. Replacement planting to meet minimum City or County slope coverage requirements or ordinances will be considered. In all cases, the overall landscape characteristics shall provide adequate defensible space in a fire environment.
• Plants shall be spaced appropriately. Existing native vegetation shall be modified by thinning and removal of plants constituting a fire risk; these include, but are not limited to: chamise, sage, sage brush, and buckwheat. • Annual grasses and weeds shall be maintained at a height not to exceed 3 inches.• General spacing for existing native shrubs or groups of shrubs is 15 feet between canopies. Native plants may be thinned by reduced amounts as the distance from development increases. • General spacing for existing native trees or groups of trees is 30 feet between canopies. This distance may vary depending on the slope, arrangement of trees in relation to slope, and the tree species.
L5.0
FUEL MIDIFICATION PLAN NOTES
Fire Access Road Zone
• Extends a minimum of 10 feet from the edge of any public or private road used by fire-fighting resources.• Clear and remove flammable growth for a minimum of 10 feet on each side of Fire Access Roads.(Fire Code 325.10) Additional clearance beyond 10 feet may be required upon inspection. • Fire access roads, driveways and turnarounds shall be maintained in accordance with fire code. Fire Access Roads shall have unobstructed vertical clearance clear to the sky for a width of 20 feet. (Fire Code 503.2.1) • Remaining plants shall be appropriately spaced and maintained to provide safe egress in wildland fire environments.
• All trees, unless otherwise approved, shall be planted far enough from structures and Fire access roads, as to not overhang any structure or access at maturity.
Maintenance
Routine maintenance shall be regularly performed in all zones. Requirements include items in the Fuel Modification Guidelines and those outlined below:• Removal or thinning of undesirable combustible vegetation and removal of dead or dying plants to meet minimum brush clearance requirements.
• Pruning and thinning to reduce the overall fuel load and continuity of fuels.• Fuel loads shall be reduced by pruning lower branches of trees and tree-form shrubs to 1/3 of their height, or 6 feet from lowest hanging branches to the ground, to help prevent fire from spreading and make maintenance easier. Trees with understory plants should be limbed up at least three times the height of the underlying vegetation or up to one third the height of the tree, whichever is less, to help prevent fire from spreading upward into the crown.
• Accumulated plant litter and dead wood shall be removed. Debris and trimmings produced by maintenance should be removed from the site or chipped and evenly dispersed in the same area to a maximum depth of 6 inches.
• All invasive species and their parts should be removed from the site.• Manual and automatic irrigation systems shall be maintained for operational integrity and programming.
Effectiveness should be regularly evaluated to avoid over or under-watering. • Compliance with the Fire Code is a year-round responsibility. Enforcement will occur following inspection by the Fire Department. Annual inspections for brush clearance code requirements are conducted following the natural drying of grasses and fine fuels, between the months of April and June depending on geographic region.
Inspection for compliance with an approved Fuel Modification Plan may occur at any time of year. • Brush Clearance enforcement issues on adjacent properties should be directed to the County of Los Angeles Fire Department’s Brush Clearance Unit at (626) 969-2375. • All future plantings shall be in accordance with the County of Los Angeles Fire Department Fuel Modification Guidelines and approved prior to installation. Changes to the approved plan which require an additional plan review will incur a plan review fee.
• Questions regarding landscape planting and maintenance with regard to fire safety should be directed to the Fire Department’s Fuel Modification Unit at (626) 969-5205.
Approval of this Fuel Modification Plan constitutes approval for only those Codes reviewed as part of the Fuel Modification process and does not replace the needed approval of any other office or agency with jurisdiction and review responsibility for those items which may or may not be illustrated on the plan. 1 2
3 4
5 6
88 UP
UP
UP
UP
104'
106'
108'
106' 106'
106'
106' 104'
UP
UP
UP
UP
104'
106'
108'
106' 106'
106'
106' 104'
GARAGE
GARDENER
ENCLOSURE
GUEST HOUSE
GRAVEL
DRIVEWAY
GUEST OUTDOOR
GARDEN
30' FROM THE STRUCTURE
100' FROM THE STRUCTURE
FIRE FIGHTER ACCESS WALKWAY
ZONE "C"
ZONE "B"
ZONE "A"
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L ICENSED LANDSCAPE ARCH ITECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L5.2
L5.1
FUEL MODIFICATION PLAN
1 3
2 4
6 5
6 89
UP
UP
UP
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
104' 102' 100' 98' 96' 94' 92' 90' 88' 86' 84' 82'
104' 102' 100' 100' 98' 96' 94' 92' 90' 88
98' 96' 94' 92'
90' 6.0 UP UP UP UP UP UP UP
UP
UP
UP
UP
UP
UP
UP
UP
104' 102' 100' 98' 96' 94' 92' 90' 88' 86' 84' 82'
104' 102' 100' 100' 98' 96' 94' 92' 90' 88
98' 96' 94' 92'
90' 6.0 AGE DENER OSURE MAIN HOUSE POOL DECK GARAGE
BBQ AREA
OUTDOOR
LOUNGE
GRAVEL
DRIVEWAY
30' FROM
FIRE FIGHTER ACCESS WALKWAY
FIRE FIGHTER ACCESS WALKWAY
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH ITEC
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L5.1
L5.2
FUEL MODIFICATION PLAN
MATCHLINE, SEE SHEET L5.3
NOTE: TREE CANOPY TO BE MAINTAINED
AT LEAST 5' AWAY FROM HOUSE.
1 2
3 4
5 6
6 90
U
86 84'
82'
'
92'
90'
88'
86'
84'
82'
80'
78'
76'
74'
72'
68'
66'
64'
62'
78'
76'
74'
72'
70'
68'
66'
64'
62'
58'
56'
54'
58'
56'
54'
52'
48'
46'
44'
42'
U
86 84'
82'
'
92'
90'
88'
86'
84'
82'
80'
78'
76'
74'
72'
68'
66'
64'
62'
78'
76'
74'
72'
70'
68'
66'
64'
62'
58'
56'
54'
58'
56'
54'
52'
48'
46'
44'
42'
30' FROM THE STRUCTURE
100' FROM THE STRUCTURE F-01 TYP.
01 S-01
ZONE "B"
ZONE "C"
ZONE "A"
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L ICENSED LANDSCAPE ARCH ITECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
MAY 20, 2021
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L5.2
L5.3
FUEL MODIFICATION PLAN
1 2
3 4
6 5
6 91
UP
UP
UP
UP
GARAGE
GARDENER
ENCLOSURE
GUEST HOUSE
GRAVEL
DRIVEWAY
GUEST OUTDOOR
GARDEN
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TE
C
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L6.2
L6.1
IRRIGATION PLAN
NOTE A:POINT OF CONNECTION SHALL BE DOWNSTREAM OF RESIDENTIAL WATERMETER. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE P.O.C. INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL P.O.C.
INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OR OWNERS AUTHORIZED REPRESENTATIVE. SHOULD THE CONTRACTOR FAIL TO VERIFY THE P.O.C. INFORMATION ANY CHANGES
REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.STATIC WATER PRESSURE 75 PSI
DESIGN WATER PRESSURE 73 PSIMAXIMUM SYSTEM DEMAND 17 GPMRESIDUAL WATER PRESSURE 2 PSI NOTE 2:MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINELOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.
NOTE 1:EMITTERS, BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING ANDBUILDING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.EMITTERS AND BUBBLERS SHALL BE ALIGNED WITH SHRUBS AND TREES AND ASDIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT INFIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
NOTE 3:
ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE OR WIRE DIAMETER INSIDE. WIRES SHALL BE INSTALL IN SLEEVE SEPARATE FROM PIPE SLEEVE. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 1-1/4 INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING.
VALVE LOCATION NOTE:
ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE IRRIGATION CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BYOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES.
FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND
ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND
ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZED
REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN THE OWNER'S AUTHORIZED REPRESENTATIVE'S
APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL,
UNLESS OTHERWISE DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE, ALL VALVES SHALL BE INSTALLED AS SHOWN IN SHRUB PLANTING AREAS.
REFER TO NOTE "A" AT RIGHT
P.O.C. LOCATION
NOTE 4:
CONTRACTOR SHALL ADJUST DRIPLINE LAYOUT TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR WITHIN THE PROJECT INCLUDING BUT NOT LIMITED TO FIRE HYDRANTS, LIGHT POLES, PEDESTRIAN BOLLARDS,BENCHES, ETC.NOTE 5:
CONTRACTOR SHALL LAYOUT DRIPLINE WHERE ADJACENT TO CURBS, SIDEWALK,OR OTHER HARDSCAPE AREAS AT 6 INCHES BACK OF THE HARDCAPE EDGE.
NOTE 6:
TO ACCOMMODATE TREES WITHIN DRIPLINE LAYOUT AREA CONTRACTOR SHALL
ROUTE DRIPLINE AROUND TREES USING A PVC PIPE HEADER ON EITHER SIDE OF TREE TRUNK. USE 3/4" PVC HEADER FOR ZONES WITH TOTAL FLOW MAXIMUM OF 7 GPM FROM DIRECTION OF RCV ASSEMBLY; USE 1" PVC HEADER FOR ZONES WITH TOTAL FLOW MAXIMUM OF 8-14 GPM FROM DIRECTION OF RCV ASSEMBLY.
LOCATE HEADER MINIMUM 3 FEET FROM TRUNK, OR AT LEADING EDGE OF PLANTMATERIAL ADJACENT TO TRUNK (REFER TO PLANTING PLAN FOR EDGELOCATIONS), OR AS DIRECTED BY LANDSCAPE ARCHITECT. AT NO TIME SHALLDRIPLINE TUBING BE WRAPPED AROUND TREE TRUNK, DIVERTING FROM STRAIGHT AND PARALLEL LINES AT ROW SPACING SPECIFIED.
IRRIGATION DESIGN WATER CONSERVATION STATEMENT:
I HAVE COMPLIED WITH THE CRITERIA IN MWELO AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. _______________________________________________________ FIRM
_______________________________________________________
LANDSCAPE ARCHITECT
_______________________________________________________ LICENSE NO.
_______________________________________________________
EXPIRATION DATE
GIRVIN ASSOCIATES GEORGE GIRVIN
#1620
7/31/21
6 1
2 5
4 63
92 UP
UP
UP
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
104' 102' 100' 98' 96' 94' 92' 90' 88' 86' 84' 82'
104' 102' 100' 100' 98' 96' 94' 92' 90' 88
98' 96' 94' 92'
90' 6.00 UP UP UP UP UP UP UP
UP
UP
UP
UP
UP
UP
UP
UP
104' 102' 100' 98' 96' 94' 92' 90' 88' 86' 84' 82'
104' 102' 100' 100' 98' 96' 94' 92' 90' 88
98' 96' 94' 92'
90' 6.00 AGE ENER SURE MAIN HOUSE POOL DECK GARAGE
BBQ AREA
OUTDOOR
LOUNGE
GRAVEL
DRIVEWAY
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TE
C
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L6.1
L6.2
IRRIGATION PLAN
MATCHLINE, SEE SHEET L6.3
CONTROLLER ASSEMBLY LOCATION NOTE:CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE IRRIGATIONCONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND
APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ELECTRICALCONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRECONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP.
ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THECONTROLLER SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.
MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BEPROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THECONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THEOWNER.
REFER TO NOTE "B" ABOVE
CONTROLLER LOCATION
NOTE B:
CONTRACTOR SHALL REFER TO IRRIGATION LEGEND FOR CONTROLLER TYPE AND SIZE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOCOMMENCING WORK.
NOTE 2:MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINELOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.
NOTE 1:
EMITTERS, BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.
EMITTERS AND BUBBLERS SHALL BE ALIGNED WITH SHRUBS AND TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN
FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
NOTE 3:
ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE OR WIRE DIAMETER INSIDE. WIRES SHALL BE INSTALL IN SLEEVE SEPARATE FROM PIPE SLEEVE. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 1-1/4 INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING.
VALVE LOCATION NOTE:
ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE IRRIGATION CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BYOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES.
FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND
ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND
ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZED
REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN THE OWNER'S AUTHORIZED REPRESENTATIVE'S
APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL,
UNLESS OTHERWISE DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE, ALL VALVES SHALL BE INSTALLED AS SHOWN IN SHRUB PLANTING AREAS.
NOTE 4:
CONTRACTOR SHALL ADJUST DRIPLINE LAYOUT TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR WITHIN THE PROJECT INCLUDING BUT NOT LIMITED TO FIRE HYDRANTS, LIGHT POLES, PEDESTRIAN BOLLARDS,BENCHES, ETC.NOTE 5:
CONTRACTOR SHALL LAYOUT DRIPLINE WHERE ADJACENT TO CURBS, SIDEWALK,OR OTHER HARDSCAPE AREAS AT 6 INCHES BACK OF THE HARDCAPE EDGE.
NOTE 6:
TO ACCOMMODATE TREES WITHIN DRIPLINE LAYOUT AREA CONTRACTOR SHALL
ROUTE DRIPLINE AROUND TREES USING A PVC PIPE HEADER ON EITHER SIDE OF TREE TRUNK. USE 3/4" PVC HEADER FOR ZONES WITH TOTAL FLOW MAXIMUM OF 7 GPM FROM DIRECTION OF RCV ASSEMBLY; USE 1" PVC HEADER FOR ZONES WITH TOTAL FLOW MAXIMUM OF 8-14 GPM FROM DIRECTION OF RCV ASSEMBLY.
LOCATE HEADER MINIMUM 3 FEET FROM TRUNK, OR AT LEADING EDGE OF PLANTMATERIAL ADJACENT TO TRUNK (REFER TO PLANTING PLAN FOR EDGELOCATIONS), OR AS DIRECTED BY LANDSCAPE ARCHITECT. AT NO TIME SHALLDRIPLINE TUBING BE WRAPPED AROUND TREE TRUNK, DIVERTING FROM STRAIGHT AND PARALLEL LINES AT ROW SPACING SPECIFIED.
NOTE 7:
CONTRACTOR SHALL PROGRAM CONTROLLER TO OPERATE TWO RCV'SCONCURRENTLY TO REDUCE OVERALL SYSTEM OPERATING TIME. 1 2
6 5
4 63
93 UP
86' 84' 82'
92' 90' 88' 86' 84' 82' 80' 78'
76'
74'
72'
68'
66'
64'
62'
78' 76'
74' 72' 70' 68' 66' 64' 62'
58'
56'
54'
58'
56' 54' 52' 48' 46' 44' 42'
UP
86' 84' 82'
92' 90' 88' 86' 84' 82' 80' 78'
76'
74'
72'
68'
66'
64'
62'
78' 76'
74' 72' 70' 68' 66' 64' 62'
58'
56'
54'
58'
56' 54' 52' 48' 46' 44' 42'
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TE
C
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
L6.3
IRRIGATION PLAN
MATCHLINE, SEE SHEET L6.2
NOTE 2:MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINELOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.
NOTE 1:
EMITTERS, BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.
EMITTERS AND BUBBLERS SHALL BE ALIGNED WITH SHRUBS AND TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN
FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
NOTE 3:
ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE OR WIRE DIAMETER INSIDE. WIRES SHALL BE INSTALL IN SLEEVE SEPARATE FROM PIPE SLEEVE. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 1-1/4 INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING.
VALVE LOCATION NOTE:
ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE IRRIGATION CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BYOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES.
FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND
ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND
ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZED
REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN THE OWNER'S AUTHORIZED REPRESENTATIVE'S
APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL,
UNLESS OTHERWISE DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE, ALL VALVES SHALL BE INSTALLED AS SHOWN IN SHRUB PLANTING AREAS.
NOTE 4:
CONTRACTOR SHALL ADJUST DRIPLINE LAYOUT TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR WITHIN THE PROJECT INCLUDING BUT NOT LIMITED TO FIRE HYDRANTS, LIGHT POLES, PEDESTRIAN BOLLARDS,BENCHES, ETC.NOTE 5:
CONTRACTOR SHALL LAYOUT DRIPLINE WHERE ADJACENT TO CURBS, SIDEWALK,OR OTHER HARDSCAPE AREAS AT 6 INCHES BACK OF THE HARDCAPE EDGE.
NOTE 6:
TO ACCOMMODATE TREES WITHIN DRIPLINE LAYOUT AREA CONTRACTOR SHALL
ROUTE DRIPLINE AROUND TREES USING A PVC PIPE HEADER ON EITHER SIDE OF TREE TRUNK. USE 3/4" PVC HEADER FOR ZONES WITH TOTAL FLOW MAXIMUM OF 7 GPM FROM DIRECTION OF RCV ASSEMBLY; USE 1" PVC HEADER FOR ZONES WITH TOTAL FLOW MAXIMUM OF 8-14 GPM FROM DIRECTION OF RCV ASSEMBLY.
LOCATE HEADER MINIMUM 3 FEET FROM TRUNK, OR AT LEADING EDGE OF PLANTMATERIAL ADJACENT TO TRUNK (REFER TO PLANTING PLAN FOR EDGELOCATIONS), OR AS DIRECTED BY LANDSCAPE ARCHITECT. AT NO TIME SHALLDRIPLINE TUBING BE WRAPPED AROUND TREE TRUNK, DIVERTING FROM STRAIGHT AND PARALLEL LINES AT ROW SPACING SPECIFIED.
1 2
5 4
63 6
94 G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TE
C
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
JB
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES
L6.4
IRRIGATION LEGEND
N/A
SYMBOL MFR. MODEL NO. / DESCRIPTION DETAIL
FLUSH VALVE ASSEMBLY: PROVIDE GRAY 1/2" PVC THREADED BALL VALVE, MODEL 2621-005G, WITH CHAMPION IRRIGATIONPRODUCTS (ARROWHEAD BRASS) BRASS HOSE-TO-PIPE THREAD INSERT ADAPTER, MODEL #10F, FOR FLUSHING PVC PIPE WITH STANDARD GARDEN HOSE, INSTALL FLUSH VALVE INSIDE 7" ROUND VALVE BOX, ONE AT THE END OF EACH AND EVERY PIPE RUN IN EACH DIRECTION. MULTIPLE FLUSH VALVES MAY BE REQUIRED WITHIN A TREE/PALM DRIP ZONE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLUSH VALVES REQUIRED. WHEN POSSIBLE INSTALL VALVE 18" FROM PAVING FOR EASE OF MAINTENANCE.
ALL CONNECTIONS BETWEEN 1/2" DRIPLINE TUBING SHALL BE MADE USING RAIN BIRD XFF INSERT FITTINGS AND XF INSERT CROSS FITTING.
CONNECTION FITTINGS BETWEEN PVC LATERAL LINES AND DRIPLINE TUBING FOR CENTER FEED SYSTEMS:
RAIN BIRD XFD-TFA-075, MDCFEL, MDCFTEE W/ MDCF75FPT, OR XXF-TMA-0F0 WITH 1/2" TT COUPLER.
CONNECTION FITTINGS BETWEEN PVC SUPPLY OR EXHAUST HEADER PIPE AND DRIPLINE TUBING: RAIN BIRD XFF-MA-075 / XFF-MA-050 BARB MALE ADAPTER.
SPEARS
RAIN BIRD
RAIN BIRD
SHRUB PLANTING AREAS: LINES SHOWN ARE A DIAGRAMMATIC HATCH PATTERN ONLY.SUB-SURFACE DRIP TUBING WITH CHECK VALVE, MODEL TLHCVXR5-18 W/ .53 GPH EMITTERS, 18" ON CENTER. INSTALL TUBING ROWS MAXIMUM OF 16" APART IN SHRUB AREAS. FOR LARGE SLOPES, INSTALL PARALLEL TO SLOPE AT ALL TIMES.
CONTRACTOR SHALL DETERMINE ACTUAL ROW SPACING IN THE FIELD AFTER REVIEW OF PLANT SPACING FOR EACH PLANTER. EACH AND EVERY SHRUB SHALL RECEIVE WATER FROM A MINIMUM OF TWO INLINE EMITTERS. AREAS OF TIGHTLY SPACED GROUNDCOVER WILL REQUIRE CLOSER ROW SPACING. FOR ANY 'SINGLE' OR' DOUBLE' ROW TYPE PLANTINGS, INSTALL DRIP TUBING ON BOTH SIDES OF THE SHRUB ROW TO IRRIGATE SHRUBS ON EACH SIDE. ALL TUBING SHALL BE INSTALLED 6" BELOW FINISH SOIL GRADE ANCHORED WITH RAIN BIRD 9" GALVANIZED WIRE STAKES, MODEL TDS-050, INSTALLED FOUR FEET O.C. (JUTE MESH OR OTHER STEEL 'U' STAKES SHALL NOT BE USED OR INSTALLED AT ANYTIME). CONTRACTOR SHALL FIELD VERIFY PRIOR TO STARTING WORK AND BEFORE BACKFILLING THAT FINAL LAYOUT AND SPACING WILL PROVIDE ADEQUATE WATER TO ALL PLANTS. CONTACT NETAFIM REPRESENTATIVE, ALLISTER COONEY, (951) 587-7007 FOR ADDITIONAL INFORMATION.
NETAFIM
L6.10/D,E;L6.11/A,B;L6.10/D,E
L6.8/F;L6.11/A,B;L6.12/A,B
L6.10/C;L6.11/A,B,C;L6.12/A,B
404040
NO SYMBOL
PSI
SYMBOL MFR. MODEL NO. / DESCRIPTION DETAIL
SHRUB SUBSURFACE DRIP IRRIGATION
ALTERNATE DRIPLINE MANIFOLD SETUP: CONTRACTOR MAY USE RAIN BIRD'S COILED POLY DRIPLINE 'QF' HEADER (18" OR 12" ROW SPACING AS REQUIRED) FOR ALL DRIP ZONE HEADERS AND FOOTERS AS NEEDED. USE 3/4" PRODUCT FOR AREA FLOWS UP TO 5 GPM. FOR 18" EMITTER SPACING USE MODEL XQF07518100, FOR 12" EMITTER SPACING USE MODEL XQF07512100. USE 1" PRODUCT FOR AREA FLOWS 6 GPM TO 15 GPM. FOR 18" EMITTER SPACING USE MODEL XQF1018100, FOR 12" EMITTER SPACING USE MODEL XQF1012100 . NO TIGHT BENDING OF QF DRIPLINE HEADER IS ALLOWED.RECOMMENDED INSERT FITTINGS: SPEARS 90 ELL INSERT X INSERT (3/4" 1406-007) / (1" 1406-010); MALE ADAPTER MIPT X INSERT (3/4" 1436-007) / (1" 1436-010); COUPLING INSERT X INSERT (3/4" 1429-007) / (1" 1429-010); INSERT ADAPTER INSERT X SOC (3/4" 474-007) / (1" 474-010); INSERT ADAPTER INSERT X SPIGOT (3/4" 460-007) / (1" 460-010) FOR USE WITH PVC SOC FITTINGS; TEE INSERT X INSERT X SOC (3/4" 1404-102) / (1" 1404-010).
RAIN BIRD L6.11/C; L6.12/A,B
A. FOR ALL AREAS INSTALL PERIMETER TUBING MAXIMUM 9" FROM PERIMETER EDGE FOR GROUNDCOVER AREAS OR AT FIRST LINE OF SHRUBS. INSTALL PARALLEL TO SLOPE AT ALL TIMES. CONTRACTOR SHALL DETERMINE MINIMUM ROW SPACING IN THE FIELD AFTER REVIEW OF PLANT SPACING FOR EACH PLANTER. EACH AND EVERY SHRUB SHALLRECEIVE WATER FROM A MINIMUM OF TWO INLINE EMITTERS. AREAS OF TIGHTLY SPACED GROUNDCOVER WILLREQUIRE CLOSER ROW SPACING. FOR ANY 'SINGLE' OR' DOUBLE' ROW TYPE PLANTINGS, INSTALL DRIP TUBING ON BOTH SIDES OF THE SHRUB ROW TO IRRIGATE SHRUBS ON EITHER SIDE. DUE TO SOIL STRATA DIFFERENCES ANDPOSSIBLE COMPACTION CONTRACTOR SHALL FIELD VERIFY PRIOR TO STARTING WORK AND BEFORE BACKFILLING THAT THE FINAL LAYOUT AND ROW SPACING WILL PROVIDE ADEQUATE WATER TO ALL PLANTS.
B. CONTRACTOR SHALL ALWAYS FOLLOW AND ROUTE, PARALLEL TO GRADE, ANY INLINE DRIP TUBING LAYOUT. ALWAYS LAY DRIPLINES PERPENDICULAR TO SLOPE. DO NOT FOLLOW DIRECTIONAL LAYOUT AS SHOWN IN THE PLANS. HATCHPATTERNS SHOWN IN PLAN'S DRIP AREAS ARE DIAGRAMMATICAL ONLY.
C. FOR ALL INLINE DRIP TUBING AREAS ON SLOPE THE CONTRACTOR SHALL BE HELD ACCOUNTABLE FOR CREATING A TRIANGULAR WETTING PATTERN ACROSS ANY SLOPE. OFFSET THE EMITTERS BY HALF THE EMITTER SPACING WHEN INSTALLING TUBING TO CREATE A TRIANGULAR WETTING PATTERN ACROSS THE SLOPE. DO NOT INSTALL TUBING WHERE THE EMITTERS ARE DIRECTLY IN LINE (PERPENDICULAR) WITH EACH OTHER. *NOTE: THE IDEAL STAINLESS STEEL CLAMP (MURRAY OR OETIKER TYPE) IS REQUIRED ON ALL INSERT FITTING CONNECTIONS.
PVC PIPE, SCH 40, 3/4" - 2", AS LATERAL LINES. 12" BELOW GRADE. SEE PLAN FOR SIZES L6.7/FPIPE AND WIRE SLEEVES, SCH 40 PVC PIPE, MINIMUM TWICE THE DIAMETER OF PIPE CARRIED AND MINIMUM 1-1/4" PIPE FOR WIRE CARRIED. PLACE BELOW ALL PAVING, HARDSCAPE, ETC, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL SLEEVES NOT SHOWN ON PLAN FOR DRAWING CLARITY. IRRIGATION CONTRACTOR SHALL VERIFY THE EXACT TERMINUS LOCATIONS, DEPTH, AND SIZES WITH GENERAL CONTRACTOR BEFORE COMMENCING WORK.
L6.7/F
AS APRVDAS APRVD
AS APRVD PVC PIPE, PVC SCH 40, AS MAINLINES, 18" BELOW GRADE. SEE PLAN FOR SIZES L6.7/F -DRIP MANIFOLD PIPE (HEADER/FOOTER): PVC PIPE, SCH 40. 12" BELOW GRADE.
MINIMUM (HEADER/FOOTER) SIZES FOR DRIP ZONES USING TUBING WITH 18" O.C. EMITTER SPACING :USE 3/4" PIPE: UP TO 800' TOTAL SQ. FT. WITHIN ZONE, FOR INDIVIDUAL OR CONNECTED PLANTERS. (4 GPM MAX)USE 1" PIPE: 801'-1450' TOTAL SQ. FT. WITHIN ZONE, FOR INDIVIDUAL OR CONNECTED PLANTERS. (7 GPM MAX)USE 1-1/4" PIPE: 1451'-3100' TOTAL SQ. FT. WITHIN A ZONE, FOR INDIVIDUAL OR CONNECTED PLANTERS. (15 GPM MAX)USE 1-1/2" PIPE: 3101'-4100' TOTAL SQ. FT. WITHIN A ZONE, FOR INDIVIDUAL OR CONNECTED PLANTERS. (20 GPM MAX)USE 2" PIPE: 4101'-6200' TOTAL SQ. FT. WITHIN A ZONE, FOR INDIVIDUAL OR CONNECTED PLANTERS. (29 GPM MAX) L6.7/F; L6.11/A,BL6.11/A,B
N/A
IRRIGATION PIPE/SLEEVE
AS APRVD PVC PIPE, SCH 40, 3/4" - 1-1/4", AS TREE ZONE LATERAL (THICK) LINES. 12" BELOW GRADE. SEE PLAN FOR SIZES L6.7/F RAIN BIRD 'QF' DRIPLINE TUBING FOR DRIPLINE ZONES HEADER/FOOTER. MAY BE SUBSTITUTED FOR PVC PIPE, BURY 8"BELOW GRADE.
AS APRVD L6.12/A,B
PVC LATERAL PIPE CONNECTION TO DRIPLINE ZONE HEADER/FOOTER MANIFOLD PIPE. CONTRACTOR TO PROVIDENECESSARY FITTINGS TO CONNECT PVC PIPE TO POLY HEADER/FOOTER MANIFOLD PIPE AS REQUIRED.
N/A N/A
NO SYMBOLNO SYMBOLNO SYMBOLNO SYMBOL
ECO-ID: SPRINKLER BODY WITH VISIBLE YELLOW STEM INDICATES ZONE IS IN OPERATION. INSTALL ONE UNIT WITHIN EACH AND EVERY PLANTER WITHIN A ZONE. FOR TREE ZONES INSTALL AT END OF ZONE RUN IN EACH DIRECTION. ATTACH TO POLY OR PVC VIA 1/2" MPT CONNECTION. INSTALL UNIT AT HIGH POINT OF EACH PLANTER OR USE HUNTER'S MANUALLY INSTALLED CHECK VALVE P/N 462237SP.
HUNTER L6.8/E; L6.11/A,B;
L6.12/A,B
NO SYMBOL
IRRIGATION FERTIGATION ASSEMBLY
EZO FLO AUTOMATIC FERTILIZER INJECTOR SYSTEM, MODEL EZ-010-FX (10 GALLON CAPACITY)...INSTALL PER MANUFACTURERS RECOMMENDATIONS WITH EZ FLOW MAINLINE CONNECTOR FITTING, MODEL CBV-X00 REQUIRED FOR CONNECTION TO MAINLINE WITHIN A RAIN BIRD SUPER JUMBO VALVE BOX, MODEL VB-SPR-H WITH LID.
CONTACT EZ FLO MANUFACTURER'S REPRESENTATIVE, STEVE KIM, GENTILE & ASSOCIATES, (760) 214-5734 FOR SALES, INSTALLATION, AND CALIBRATION INFORMATION. CONTRACTOR SHALL CALIBRATE UNIT TO PROVIDE OPTIMAL FERTILIZATION BASED ON WATERING FREQUENCY. FOR FUTURE MAINTENANCE INCLUDING DESIRED FILL FREQUENCY, THE PREFERRED SETTING SHALL BE 8000:1 RATIO. CONTRACTOR SHALL BE RESPONSIBLE FOR THEPROPER SOLUBLE FERTILIZER N-P-K RATIO TO BE USED FOR TURFGRASS AND SHRUBS BASED ON INFORMATION GIVEN FROM THE EZ FLO REPRESENTATIVE.
L6.11/D,E
RAIN BIRD XERI-BIRD 8 DRIP MULTI-OUT EMITTER MANIFOLD: MODEL XBD-80. EACH SYMBOL REPRESENTS ONE UNIT PER TREE/PALM OR ONE UNIT FOR TWO TREES WHEN SPACED IN 'ROW' SETUP,TYP. SEE PLAN FOR LOCATIONS. INSTALL, USING RAIN BIRD XB EMITTERS WITHIN UNIT. PLACE MANIFOLD UNIT A MINIMUM OF 48" FROM EDGE OF ROOTBALL.
ADJUST LOCATION PER ROOTBALL SIZE, TYPICAL. SEE 'EMITTER TABLES' BELOW FOR SIZE AND QUANTITY OF EMITTERS PER TREE/PALM IN SUN OR SHADE AND WHEN TREES/PALMS ARE CONNECTED TO SAME IRRIGATION ZONE. QUANTITY OF EMITTERS AND FLOW RATES AS SHOWN ARE EDUCATED ESTIMATES TO BE USED AS A GUIDE ONLY. CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR MONITORING TREES/PALMS AND FOR APPLYING PROPER QUANTITIES OF WATER
AS REQUIRED BASED ON THE TYPE AND SIZE OF TREE/PALM, AND ALL ENVIRONMENTAL FACTORS DURING PROJECT INSTALLATION AND SUBSEQUENT MAINTENANCE PERIOD. PLACE ALL EMISSION POINTS AT 3/4 DISTANCE FROM TRUNK TO EDGE OF ROOTBALL ACROSS FROM EACH OTHER ON OPPOSITE SIDES OF TREE/PALM ROOTBALL. CROSSING OVER ROOTBALL WITH 1/4" TUBING IS NOT ALLOWABLE AND SHALL BE REJECTED. REFER TO ADDITIONAL 'DRIP SYSTEMNOTES' ON SHEET LI-0.03.
L6.8/A,B,D
SPEARS FLUSH VALVE ASSEMBLY: PROVIDE GRAY 1/2" PVC THREADED BALL VALVE, MODEL 2621-005G, WITH CHAMPION IRRIGATION PRODUCTS (ARROWHEAD BRASS) BRASS HOSE-TO-PIPE THREAD INSERT ADAPTER, MODEL #10F, FOR FLUSHING PVC PIPE WITH STANDARD GARDEN HOSE, INSTALL FLUSH VALVE INSIDE 7" ROUND VALVE BOX, ONE AT THEEND OF EACH AND EVERY LATERAL PIPE RUN IN EACH DIRECTION. MULTIPLE FLUSH VALVES MAY BE REQUIRED WITHIN TREE ZONE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLUSH VALVES REQUIRED, AS PLANS MAY NOT SHOW ALL FLUSH VALVES REQUIRED FOR A PARTICULAR AREA. INSTALL FINAL LOCATION 18" FROM PAVING FOR EASE OF MAINTENANCE. PLACE FLUSH VALVE AT MINIMUM FORTY EIGHT (48") INCHES FROM TREE/PALM ROOT BALL, TYPICAL.
L6.8/D,F
*NOTES:
A. WHEN DIFFERENT SPECIES OF TREES OR PALMS ARE TIED TO THE SAME ZONE VALVE CONTRACTOR SHALL BE REQUIRED TO MAKE ADJUSTMENTS TO SIZE OF EMITTERS (FOR QUANTITY OF WATER PURPOSES) FOR EACH TREE OR PALM IN THE ZONE AS NEEDED TO PROVIDE PROPER AND ADEQUATE AMOUNTOF WATER AS REQUIRED BY EACH SPECIES. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR INFORMATION REGARDING PROPER AND ADEQUATE AMOUNT OF WATER AS REQUIRED BY EACH SPECIES.
EMITTER TABLE (TREE IN SUN)
PLANT SIZE # OF EMITTERS
EMITTER TABLE (TREE IN SHADED LOCATION)
PLANT SIZE # OF EMITTERS % OF (SUN) GPM
3 - 1 GPH 75%
63%
36" BOX TREE 60%
24" BOX TREE
15 GALLON TREE
5 - 1 GPH
4 - 5 GPH 6 - 2 GPH4 - 2 GPH
15 GALLON TREE 2 - 2 GPH
24" BOX TREE
36" BOX TREE
48" BOX TREE 6 - 5 GPH 48" BOX TREE 4 - 5 GPH 67%
60" BOX TREE 6 - 7 GPH 60" BOX TREE 6 - 5 GPH 71%
72" BOX TREE 6 - 10 GPH 72" BOX TREE 6 - 7 GPH 70%
TREE IRRIGATION-DRIP
ELRS HUNTER WIRELESS RAIN SENSOR, MODEL WR-CLICK. INSTALL PER MANUFACTURER'S SPECIFICATION. INSTALL ON BUILDING EVE/ROOF, WALL, OR POST. CONTRACTOR SHALL CONFIRM EXACT LOCATION AND MOUNTING PROCEDURES WITH OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLING SENSOR. INSTALL SENSOR IN OPEN LOCATION WITH360 DEGREE VIEW OF SKY WITHOUT INTERFERENCE OR INFLUENCE OF SHADE FROM BUILDINGS, TREES, OR OTHEROBSTRUCTIONS. ALSO ANY LOCATION SO AS TO NEGATIVELY IMPACT RAINFALL ON THE UNIT, AND WITH EASY ACCESS FOR MAINTENANCE. INSTALL CONTROLLER INTERFACE WITHIN CABINET OR PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SIGNAL AND PROPER OPERATION BETWEEN CONTROLLER AND SENSOR UNIT.
L6.10/A
BY
OTHERS
120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN. CONTRACTOR SHALL COORDINATE AND VERIFY CONTROLLER WALL MOUNT LOCATION IN FIELD WITH ELECTRICIAN. ELECTRICIAN SHALL ROUTE AND INSTALL ALLCONDUIT AND CONDUCTORS TO THE CONTROLLER LOCATION. IRRIGATION CONTRACTOR SHALL CONNECT IRRIGATION CONTROLLER TO ELECTRICAL STUB-OUT. CONTROLLER CIRCUIT SHALL BE SUPPLIED FROM A DEDICATED BREAKER FROM THE POWER SOURCE.
N/A
HUNTER HCC SERIES WI-FI CONTROLLER, MODEL HCC-800-M+ICM-2200, 30 STATION, WALL MOUNT CONTROLLER. PROVIDE HYDRAWISE 'HC-PLAN-HOME' SOFTWARE WITH CONTROLLER FOR ENVIRONMENTAL COMPLIANCE. CONTRACTOR SHALL SET UP CONTROLLER FOR HUNTER HYDRAWISE WEB-BASED CENTRAL INTERNET MANAGEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROLLER SET UP REQUIREMENTS TO OPERATE THE DATA TRANSFER. CONTRACTOR SHALL ASSIST OWNER WITH THE HYDRAWISE DOWNLOADABLE SOFTWARE APP FOR MOBILE PHONE. CONTRACTOR SHALL VERIFY EXACT CONTROLLER LOCATION WITH OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. DUE TO
THE PROPOSED LOCATION OF THE CONTROLLER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE
ANY ADDITIONAL EQUIPMENT AS MAY BE NECESSARY FOR THE OPERATION AND PROGRAMMING OF WEB-BASED SOFTWARE, WITHOUT COMPLICATION.
L6.10/A
IRRIGATION CONTROLLER AND RELATED EQUIPMENT
NO SYMBOL N/A CONTRACTOR SHALL ROUTE ADDITIONAL TWO 'CONTROL' WIRES AND ONE 'COMMON' WIRE FROM WITHIN CONTROLLER BOX TO END OF MAINLINE IN EACH DIRECTION. ROUTE A TWO FEET LOOP OF WIRES INTO EACH VALVE BOX ALONG PATH.
N/A
AS APRVD COPPER PIPE, TYPE K, AS LATERAL LINES. SEE PLAN FOR SIZES L6.7/F
OVERHEAD IRRIGATION GPM RADIUS PSI
90° 180° 360° Q H F
P/R-HR.
RAIN BIRD/ 10-14 FT
HUNTER
RD-12-S-P45-F W/ HUNTER MP ROTATOR 'CORNER' (45) NOZZLE 0.19 45 RAIN BIRD RD-12-S-P45-F W/ R-VAN 14 ROTARY (Q,H,F) NOZZLE 0.32 0.63 1.27 10-14 FT 45 .62".62"
L6.8/CL6.8/C
ECO-ID: SPRINKLER BODY WITH VISIBLE YELLOW STEM INDICATES ZONE IS IN OPERATION. INSTALL ONE UNIT WITHIN EACH AND EVERY PLANTER WITHIN A ZONE. FOR TREE ZONES INSTALL AT END OF ZONE RUN IN EACH DIRECTION. ATTACH TO POLY OR PVC VIA 1/2" MPT CONNECTION. INSTALL UNIT AT HIGH POINT OF EACH PLANTER OR USE HUNTER'S MANUALLY INSTALLED CHECK VALVE P/N 462237SP.
NO SYMBOL HUNTER L6.8/D,E
95 G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TE
C
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
JB
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES
L6.5
IRRIGATION LEGEND
N/A
SPECIFICATION GRADE IRRIGATION VALVE BOXES FOR IRRIGATION EQUIPMENT. USE AS REQUIRED: MODELS VB-JMB, VB-STD, VB-10RND, VB-7RND, AND SEB-7XB (FOR DRIP EQUIPMENT). WITH GREEN LIDS IN TURF AREAS,WITH BLACK LIDS IN SHRUB AREAS. 3M WIRE SPLICE CONNECTOR, MODEL DBR/Y-6 FOR RCV CONNECTIONS AND SPLICES.
RAIN BIRD
CONTROL WIRE; TYPE PE, #14 GAUGE, MODEL P7079D-REV14. UF WIRE IS NOT ACCEPTABLE FOR USE ON PROJECT.
L6.9/DL6.9/E
PAIGE N/AELECTRIC
CHRISTY'S ALL REMOTE CONTROL VALVES SHALL BE OUTFITTED WITH A YELLOW ID TAG INDICATING THE VALVE NUMBER. L6.9/A; L6.10/B
NO SYMBOLNO SYMBOLNO SYMBOLNO SYMBOL
CONTRACTOR SHALL COORDINATE ALL CONDUITS, SLEEVES, AND WIRE ROUTING WITH GENERAL CONTRACTOR AND ANY AFFECTED ON-SITE TRADES AS REQUIRED THROUGHOUT PROJECT.
NO SYMBOL N/A N/A
FOR POTABLE WATER SYSTEMS USE 3" WIDE METALLIC DETECTABLE BLUE MARKER TAPE, MODEL TA-DT-3-BI. FOR RECYCLED WATER SYSTEMS USE 3" WIDE METALLIC DETECTABLE PURPLE MARKER TAPE, MODEL TA-DT-3-PRW.
TAPE SHALL BE INSTALLED 12" ABOVE ALL IRRIGATION MAINLINES AND SLEEVES.
NO SYMBOL CHRISTY'S L6.7/F
PVC FITTINGS/NIPPLES: 1.) REQUIRED FOR ALL SOLVENT WELD MAINLINE FITTINGS 2 INCH (2") TO 2-1/2" INCH (21/2"), USE SPEARS PVC CL 315 BLUE 'EVERTUFF' FITTINGS, MODEL 4XX-XXXT, OR SCH 80 FITTINGS.
2.) REQUIRED FOR ALL SOLVENT WELD MAINLINE FITTINGS 3 INCH (3") TO 4 FOUR INCH (4"), USE SPEARS PVC CL 315 BLUE 'EVERTUFF' FITTINGS ONLY, MODEL 4XX-XXXT.3.) REQUIRED FOR ALL FITTINGS WITH A THREADED MALE AND/OR FEMALE COMPONENT 1 INCH (1") OR LARGER, USE SPEARS PVC CL 315 BLUE 'EVERTUFF' TYPE OR SCH 80 FITTINGS. FEMALE FITTINGS REQUIRE STAINLESS STEEL REINFORCED COLLAR.
4.) FOR ALL THREADED PLASTIC NIPPLES USE SCH 80 PVC.
NO SYMBOL SPEARS N/A
LANDSCAPE FABRIC, MODEL 150N OR 160N, OR APPROVED EQUAL. INSTALL WITHIN ALL VALVE BOXES. PLACEBENEATH ROCK/GRAVEL DRAINAGE MATERIAL AND COVER PIPE HOLES.
L6.7/B,C,D,E; L6.8/EL6.9/A,F; L6.10/B;L6.11/D
NO SYMBOL MARIFI
1", 1-1/2" AND 2" COUPLING MANIFOLD SYSTEM (0-RING MIPT x SWIVEL) IRRIGATION VALVE CONNECTION FITTING TO PVC MALE ADAPTER WITHIN RCV MANIFOLD.
APPROVED FITTING SUBSTITUTE / REPLACEMENT FOR PVC UNIONS. P/N 332-010 AND 332-015 AND 332-020.
INSTALL ON EITHER SIDE OF RCV. USE REDUCING PVC MALE ADAPTERS TO UPSIZE TO PVC PIPE AS REQUIRED.
FITTING IS O-RING SEALED, DO NOT USE PASTE, DOPE, OR TEFLON TAPE. SIZE PER RCV SIZE.
NO SYMBOL DURA L6.9/A; L6.10/B
SYMBOL MFR. MODEL NO. / DESCRIPTION DETAIL
IRRIGATION MISCELLANEOUS
IRRIGATION SYSTEM MAINTENANCE SCHEDULE
MAINTENANCE OF THE IRRIGATION SYSTEM IS A NECESSARY AND CONTINUING PROCESS INVOLVINGMONITORING, ADJUSTMENT AND REPAIR. REPAIRS CAN BE MINIMIZED BY INSTITUTING AMAINTENANCE PROGRAM. SOME IRRIGATION SYSTEM MAINTENANCE ACTIVITIES NEED TO BE DONE AT REGULAR PERIODIC INTERVALS. OTHERS PERFORMED ON A NORMAL BASIS.
WEEKLY OR AFTER EACH MOWING
* TRIM TURF FROM AROUND SPRINKLER HEADS AS NECESSARY TO AVOID SPRAY BLOCKAGE.* BRIEFLY ACTIVATE EACH CONTROL VALVE AND OBSERVE SPRINKLERS FOR PROPER COVERAGE
AND OPERATION AND MISALIGNED BY MOVING OPERATIONS
* CHECK FOR IRRIGATION OVER SPRAY OR RUNOFF AND CORRECT AS NEEDED
MONTHLY
* ADJUST PROGRAMMING OF THE AUTOMATIC IRRIGATION CONTROLLERS BASED ON OBSERVED FIELD CONDITIONS.
* CHECK THE SOIL MOISTURE WITH AN AUGER AND EVALUATE WITH REGARD TO DURATION AND FREQUENCY OF THE IRRIGATION CYCLES. FINE TUNE SYSTEMS WEEKLY OR BIWEEKLY AND MAKE CORRECTIONS AS NECESSARY. KEEP RECORDS OF ALL INFORMATION. MAINTAIN PET COCKS OF VALVE IN GOOD OPERATIONAL CONDITION, PET COCKS SHALL BE ONLY "FINGER TIGHT" WHEN IN THE CLOSED POSITION.
* CONTROLLER OPERATION: CHECK FIELD VALVES FOR SEQUENCING, TIMING, ACCURACY, AND GENERAL FUNCTION AT THE BEGINNING OF EACH WATERING SEASON. * WALK AND CHECK ALL ON GRADE PIPE, CHECK FOR BREAKS OR LEAKS, CHECK STAKING AND POSITION OF ALL PIPE AND SPRINKLER HEADS INSTALLED ON SLOPE.
CONTINUALLY
* CLEAN SOIL AND DEBRIS FROM SPRINKLER BODIES AND NOZZLES TO ENSURE PROPER WATER DISCHARGE.
* STRAIGHTEN SPRINKLERS AND ADJUST NOZZLES TO INSURE PROPER WATER DISCHARGE.* MAINTAIN ALL SPRINKLERS IN GOOD OPERATING ORDER, INCLUDING PROPER COVERAGE ADJUSTMENTS. REPAIR OR REPLACE SPRINKLERS AS NEEDED.
* MAINTAIN ELECTRIC CONTROL VALVE BOXES FREE OF DIRT AND DEBRIS.* ADJUST WATER APPLICATIONS ACCORDING TO CHANGES IN THE WEATHER. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE RESULTING FROM EITHER OVER OR UNDER-WATERING.
AS NEEDED
* EXTEND THE HEIGHT OF SPRINKLERS AS NECESSARY IN SHRUB AND TURF AREAS TO AVOID INTERFERENCE FROM ADJACENT FOLIAGE.
* REPAIR OR REPLACE ALL DAMAGED EQUIPMENT WITH ONE WATERING PERIOD.* TURN OFF CONTROLLERS TEMPORARILY DURING PERIODS OF RAINFALL.
EQUIPMENT REPLACEMENT
* REPLACE ANY IRRIGATION VALVES, SPRINKLERS OR OTHER COMPONENTS WITH REPLACEMENT OF THE EXACT TYPE AND MANUFACTURE AS CALLED FOR IN THE ORIGINAL IRRIGATION PLANS.
MAJOR REPAIRS
* WHERE CONDITIONS DEVELOP WHICH CAN NOT BE HANDLED BY ROUTINE MAINTENANCE, THEY SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER.
* ALL DAMAGE NOT RESULTING FROM CONTRACTOR'S ACTIVITIES OR NEGLIGENCE SHOULD BE BROUGHT TO THE OWNER'S ATTENTION.
* DURING TIMES WHEN THE WATER SUPPLY IS CUT OFF OR THE IRRIGATION SYSTEM IS OTHERWISE INOPERABLE, THE LANDSCAPE SHOULD BE CAREFULLY MONITORED FOR SIGNS OF WATER STRESS.
START A HAND WATERING PROGRAM IMMEDIATELY FOR ALL STRESSED LANDSCAPES. NOTIFYOWNER IN WRITING IF THIS OCCURS.
KEEPING OF RECORDS
* THE CONTRACTOR SHALL KEEP PERMANENT RECORDS OF ALL PERFORMED MAINTENANCE TASKS.* RECORD ALL WATER USAGE AND CHANGES IN THE CONTROLLER TIMING, INCLUDING OFF TIMES DURING RAINFALL.
* RECORD ALL ACTIVITIES PERFORMED DURING THE QUARTERLY REVIEW.* RECORD ALL PROPOSED AND EXECUTED REPAIRS.* RECORD ALL TIMES WHEN THE IRRIGATION SYSTEMS ARE NOT OPERABLE.* RECORD ALL PERFORMED IRRIGATION AUDITS.
IRRIGATION SYSTEM AUDIT SCHEDULE
A SCHEDULE OF LANDSCAPE IRRIGATION AUDITS OF AT LEAST EVERY
FIVE YEARS MUST BE ESTABLISHED FOR ALL BUT SINGLE-FAMILY
RESIDENCES, AND OTHER PROJECTS WITH A LANDSCAPE AREA LESS THAN 1 ACRE. AS REQUIRED IN CHAPTER 20.09 IN TITLE 20 (UTILITIES
CODES), AN AUDIT SATISFYING THE FOLLOWING CONDITIONS SHALL BESUBMITTED TO THE COUNTY AS PART OF THE LANDSCAPE DOCUMENTATION PACKAGE.
AT MINIMUM, AUDITS SHALL BE IN ACCORDANCE WITH THE LATEST
STATE OF CALIFORNIA WATER MANAGEMENT PROGRAM AS
DESCRIBED IN THE LATEST LANDSSCAPE IRRIGATION AUDITORHANDBOOK, PREPARED FOR THE CALIFORNIA DEPARTMENT OF WATERRESOURCES, WATEWR CONSERVATION OFFICE, THE ENTIREDOCUMENT, WHICH IS HEREBY INCORPORATED BY REFERENCE.
THE SCHEDULE SHALL PROVIDCE FOR LANDSCAPE IRRIGATION AUDITSTO BE CONDUCTED BY A QUALIFIES INDIVIDUAL AS DERTERMINED BYTHE DIRECTOR AT LEAST EVERY FIVE YEARS IN ACCORDANCE WITHTHE REQUIREMENTS OF TITLE 20, DIVISION 1 OF THE LOS ANGELES COUNTY CODE.
KEEPING OF RECORDS
* RECORD ALL PERFORMED IRRIGATION AUDITS.
492.7 IRRIGATION DESIGN PLAN
A. THE IRRIGATION SYSTEM IS DESIGNED TO ENSURE THAT THE
DYNAMIC PRESSURE AT EACH EMISSION DEVICE IS WITHIN THEMANUFACTURER'S RECOMMENDED PRESSURE RANGE FOR OPTIMAL PERFORMANCE. PRESSURE REGULATING DEVICESSHALL BE INSTALLED WHERE NECESSARY.
B. THE USE OF LOW VOLUME IRRIGATION IS UTILIZED ON THIS
PROJECT TO MAXIMIZE WATER INFILTRATION INTO THE ROOT
ZONE. ALL EMISSION DEVICES MEET THE CRITERIA AND SHALL BE
INSTALLED AND OPERATED ACCORDING TO MANUFACTURE'S
RECOMMENDATIONS.
C. IRRIGATION SYSTEMS ARE DESIGNED USING SUB-SURFACE
DRIPLINE WITH EMITTER CHECK VALVE TO PREVENT RUN-OFF,LOW HEAD DRAINAGE, AND OVERSPRAY THUS ALLOWING NO WATER TO FLOW ONTO NON-TARGET AREAS.
NO SYMBOLNO SYMBOL
VALVE STATION / NUMBER
HYDROZONE & APPROX G.P.M.
APPROX. AREA OF DRIPLINE ZONE
OR ZONE DESIGNATION (TREE, OVERHEAD)
VALVE SIZE
P.O.C. CONNECTION TO 1" POTABLE WATER METER WITH 1" SERVICE LINE. CONTRACTOR SHALL SUPPLY ALL HARDWARE AND FITTINGS REQUIRED TO CONNECT IRRIGATION MAINLINE TO METER. CONTRACTOR SHALL VERIFY METER LOCATION, SIZE, SERVICE LINE SIZE, AND STATIC WATER PRESSURE BEFORE COMMENCING WORK.
N/A
FEBCO 1" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY: MODEL 825YA, INSTALL WITH WYE STRAINER #650A.
INSTALL CENTERED ON A 30"X36"X4" POURED-IN-PLACE CONCRETE PAD. UNIT TO BE INSTALLED WITHIN V.I.T.
STAINLESS STEEL ENCLOSURE. CONTRACTOR SHALL DETERMINE EXACT LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. SEE PRESSURE CALCULATION.
L6.7/A
V.I.T. BACKFLOW ASSEMBLY ENCLOSURE: MODEL SBBC-22SS. INSTALL ON CONCRETE PAD WITH BF ASSEMBLY CENTERED. CONCRETE PAD TO EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE. REFER TO MANUFACTURER'S INSTALLATION DETAIL AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION INFORMATION.
L6.7/A
SUPERIOR 1" MASTER CONTROL VALVE: NORMALLY CLOSED, MODEL 3200. INSTALL PER MANUFACTURERS SPECIFICATIONS.
HUNTER 1" BRASS FLOW SUB-METER, MODEL HC-100-FLOW. INSTALL PER MANUFACTURER'S SPECIFICATIONS WITHIN A 12" RAIN L6.7/D BIRD STANDARD RECTANGULAR VALVE BOX. INSTALL AND WIRE TO CONTROLLER PER MANUFACTURER'SRECOMMENDATIONS L6.7/B
LASCO MAINLINE ISOLATION VALVE: MODEL VXX101N-SC. PVC SLO-CLOSE FULL BLOCK TRUE UNION 'SOCKET' BALL VALVE WITH EPDM O-RINGS. VALVE TO MATCH MAINLINE SIZE.
L6.7/C
LASCO MANIFOLD ISOLATION VALVE: SLO-CLOSE FULL BLOCK TRUE UNION 'SOCKET' PVC BALL VALVE WITH EPDM O-RINGS, MODEL VXX101N-SC. CONTRACTOR SHALL INSTALL ALL RCV'S/QCV'S ON MANIFOLDS. VALVE TO MATCH MANIFOLD SIZE. VALVE MANIFOLDS WITH ISOLATION VALVE ARE NOT SHOWN ON PLANS FOR CLARITY.
CONTRACTOR SHALL INSTALL MANIFOLDS PER DETAIL.
L6.7/C; L6.9/C
HUNTER 3/4" QUICK COUPLER VALVE: MODEL HQ-3RC. CONTRACTOR SHALL SUPPLY 3 QC KEYS, MODEL HK-33 WITH ARROWHEAD BRASS (CHAMPION) UPWARD 3/4"X 3/4" BENT-NOSE HOSE BIB, MODEL 975, ATTACHED. CONTRACTOR SHALL TURN OVER KEYS TO OWNER'S REPRESENTATIVE AT COMPLETION OF MAINTENANCE PERIOD.
L6.7/E; L6.9/C
HUNTER 1" DRIP ZONE ASSEMBLY: MODEL ICZ-101-LF-40, WITH 40 PSI REGULATOR. INSTALL SPEARS 1" GRAY THREADED (FIPT) BALL VALVE, MODEL 2621-010G ON UPSTREAM SIDE OF VALVE FOR ISOLATION WHEN ASSEMBLY IS NOT PART OF A MANIFOLD.
L6.9/A,B,C
IRRIGATION UTILITIES
xxxsq.ft. = AREA OF INLINE DRIP ZONE IN SQUARE FEET
TREES = TREE DRIP SYSTEMS
OVRHD = ROTARY HEAD SYSTEMS
IRRIGATION VALVE IDENTIFICATION
SYMBOL MFR. MODEL NO. / DESCRIPTION DETAIL
HUNTER 1" REMOTE CONTROL VALVE ASSEMBLY, ICV SERIES. SIZE AS SHOWN. L6.9/C; L6.10/B 96 G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TE
C
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
JB
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES
L6.6
IRRIGATION NOTES
N/A
GENERAL IRRIGATION NOTESDESIGN CRITERIA:
1. THE IRRIGATION DESIGN IS BASED ON THE EQUIPMENT MANUFACTURERS, MODELS, AND SPECIFICATIONS AS SHOWN IN THE PLAN, LEGEND, DETAILS, AND SPECIFICATIONS. IN THE EVENT THE CONTRACTOR CHOOSES TO USE AN ALTERNATE PRODUCT, THE PRODUCTMUST BE APPROVED BY THE CITY ENGINEER PRIOR TO SUBSTITUTION AND MUST MEET THE SAME DESIGN PARAMETERS (PRECIPITATION RATES, FLOW CHARACTERISTICS, PRESSURE LOSS CHARACTERISTICS, OPTIMAL OPERATING PRESSURE REQUIREMENTS, PROGRAMMING PROTOCOL, ETC). THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL ASSOCIATED CHANGES ANDDESIGN REQUIREMENTS (REDESIGN, PLAN CHECK, LAYOUT, CONSTRUCTION ADMINISTRATION, ETC.) AND SHALL TAKE ON AND ASSUME ALL LIABILITY FOR THE DESIGN, IMPLEMENTATION OF THE DESIGN, AND OPERATION OF THE IRRIGATION SYSTEM.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROCURE AN ORIGINAL SET OF THESE PRINTED IRRIGATION PLANS FOR BIDDING AND CONSTRUCTION.
3. XEROX COPIES OF THESE PLANS ARE NOT ALLOWED FOR BIDDING AND CONSTRUCTION AS THEY MAY NOT SHOW IRRIGATION SYMBOLS, LINE WEIGHTS, OR LINE TYPES CLEARLY.
4. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE
HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.
5. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, PROPERTY LINES, DIMENSIONS AND THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONSPRIOR TO BIDDING AND COMMENCING WORK.
6. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.
7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.
8. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS.
9. DURING THE COURSE OF DESIGN THE IRRIGATION CONSULTANT CANNOT FORESEE EXISTING TREE CANOPY SIZE OR DENSITY, OR ESTIMATE EXACT SUN/SHADE RELATIONSHIP PATTERNS OF THE TREES. WHERE SPRINKLER HEADS AND/OR SPRAY COVERAGE LANDS
IN AND/OR AROUND TREE SHADE COVER PATTERNS CONTRACTOR SHALL BE RESPONSIBLE TO MAKE MINOR FIELD ADJUSTMENTS AS MAY BE NECESSARY TO THE SPRINKLER HEAD LAYOUT AND NOZZLE SELECTION TO ACCOMMODATE SHADE DENSITY AND SHADEPATTERNS AS REQUIRED TO REDUCE OVER-WATERING OR UNDER-WATERING IN THESE AREAS. WHERE IRRIGATED SUNNY AREAS ARE
FOUND TO BE WITHIN OR AROUND A SHADED AREA SPRINKLER ZONE, CONTRACTOR WILL BE REQUIRED TO ADD ADDITIONAL HEADS AND/OR INCREASE NOZZLE SIZE AS MAY BE NECESSARY TO PROVIDE ADDITIONAL WATER TO THE SUNNY AREA.
EQUIPMENT / P.O.C. NOTES:
10. VERIFY THE ACTUAL LOCATION AND SIZE OF WATER METER AND BOTH STATIC AND DYNAMIC WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE P.O.C INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL P.O.C. INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FIELD VERIFY THE P.O.C. INFORMATION AND NOTIFY THE ABOVE, ANY ADDITIONAL COSTS INCURRED BY CHANGES REQUIRED TO BE MADE TO
THE IRRIGATION SYSTEM BECAUSE OF LOW OR HIGH PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
11. P.O.C. EQUIPMENT LAYOUT INCLUDING, BUT NOT LIMITED TO, IRRIGATION WATER METER, BOOSTER PUMP, ELECTRICAL STUB-OUT,
FILTER, BACKFLOW ASSEMBLY, HYDROMETER, MASTER VALVE, FLOW SENSOR, AND FERTILIZER INJECTOR IS DIAGRAMMATIC DUE TO THE SCALE OF THE DRAWING. LOCATIONS MAY BE SHOWN WITHIN PAVING AND/OR ORIENTED IN A CERTAIN DIRECTION FOR CLARITY ONLY. PLAN DOES NOT ACCOUNT FOR EQUIPMENT BY OTHERS WITHIN VICINITY OF P.O.C. CONTRACTOR SHALL VERIFY SPECIFIC LAYOUT ORIENTATION AND ACTUAL EQUIPMENT LOCATIONS WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OFEQUIPMENT.
12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT WHERE SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT CONDITIONS EXIST, WHICH ARE NOT INDICATED ON THE PLANS. SUCH CONDITIONS MAY HAVE BEEN UNKNOWN AND NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPEARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. SHOULD THE CONTRACTOR FAIL TO
NOTIFY THE ABOVE, ANY ADDITIONAL COSTS INCURRED BY REQUIRED CHANGES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER.
13. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY, AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION.
CONTROLLER / WIRE NOTES:
14. CONTRACTOR SHALL REFER TO IRRIGATION LEGEND FOR CONTROLLER TYPE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL P.O.C. SHALL BE CONFIRMED WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
15. ALL CONTROL WIRE UNDER PAVED AREAS SHALL BE INSTALLED WITHIN A PVC SLEEVE. MINIMUM SIZE: 1-1/2 INCH- FOR UP TO 15 WIRES; 2 INCH- FOR 16-20 WIRES; 3 INCH- FOR 21-55 WIRES. FOR SLEEVE RUNS LONGER THAN 40 FEET REDUCE WIRE COUNT PER SLEEVE SIZE BY 25%.
16. CONTRACTOR SHALL ROUTE TWO ADDITIONAL 'CONTROL' WIRES AND ONE ADDITIONAL 'COMMON' WIRE ALONG ENTIRE MAINLINE ROUTE AND ALONG EACH AND EVERY LEG OF MAINLINE ROUTE. ROUTE WIRES INTO EACH AND EVERY RCV VALVE BOX. WHERE VALVE BOXESARE GROUPED INTO A MANIFOLD, ROUTE WIRES INTO FIRST VALVE BOX ON MANIFOLD ONLY. SPARE 'CONTROL' WIRES SHALL BE OF A DIFFERENT COLOR THAN THOSE USED ON THE PROJECT. 'COMMON' WIRE SHALL BE OF A DIFFERENT COLOR THAN THAT USED ON THEPROJECT, OR WHITE WITH A STRIPE.
17. CONTRACTOR SHALL INSTALL FLOW SENSOR WIRE WITHIN A SEPARATE 1" SCH 40 PVC ELECTRICAL CONDUIT.
CONTROLLER PROGRAMMING NOTES:
18. SHOW WATER USE SCHEDULE NOTING IRRIGATION CYCLES AND RUN TIMES PER STATION OR PLANT TYPE (TURF, SHRUB, TREES, SUN, SHADE) MONTHLY OR SEASONALLY.
RCV / QCV NOTES:
19. REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR
SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZEDREPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT. FAILURE TO OBTAIN OWNER'S
APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE PROJECT DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL VALVES SHALL BE INSTALLED WITHIN THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS.
20. RCV SYMBOL LOCATIONS ARE SHOWN DIAGRAMMATICALLY FOR CLARITY ONLY. TO CONCEAL VALVE BOX LOCATIONS INSTALL EQUIPMENT AWAY FROM BUILDING ENTRANCES AND OTHER AREAS AS DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE.
CONTRACTOR SHALL CONFIRM LOCATIONS WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
PIPE / SLEEVE NOTES:
21. MAINLINE LAYOUT IS DIAGRAMMATIC DUE TO THE SCALE OF THE DRAWINGS. ROUTING MAY BE SHOWN WITHIN BUILDINGS AND/OR PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE WITHIN PLANTER A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. CONTRACTOR SHALL ADJUST MAINLINE ROUTING TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT
MAY OCCUR, INCLUDING BUT NOT LIMITED TO TREES, LIGHT POLES, BOLLARDS, FIRE HYDRANTS, DRINKING FOUNTAINS, CONCRETE FOOTINGS, ETC.
22. MAINLINE AND/OR LATERAL PIPE ROUTING SHOWN OUTSIDE PROPERTY LINE AND/OR L.O.W. IS DIAGRAMMATIC AND FOR CLARITY ONLY, CONTRACTOR SHALL ROUTE MAINLINE WITHIN PROPERTY LINE AND/OR L.O.W.
23. ALL PIPE MATERIAL AND INSTALLATION LABOR REQUIRED FOR MAINLINE OR LATERAL LINE ADJUSTMENTS DUE TO ACCOMMODATIONS IN THE FIELD SHALL BE INCLUDED WITHIN CONTRACTED PRICE AND MAY NOT BE SUBMITTED AS A CHANGE ORDER TO THE ORIGINAL BID.
24. NO PVC PIPE MAINLINES SHALL BE ROUTED OR ALLOWED CLOSER THAN 12 FEET FROM ANY TREE TRUNK AT ANY TIME. PIPE ROUTING AS SHOWN ON PLANS IS FOR DIAGRAMMATIC PURPOSES ONLY. WHEN PIPE MUST BE ROUTED CLOSER THAN 12 FEET BECAUSE OF
HARDSCAPE CONSTRAINTS OR OTHER OBSTACLES CONTRACTOR SHALL INSTALL MAINLINE PIPE WITHIN SLEEVE WHERE PIPE IS WITHIN 12 FEET OF THE TRUNK AND SO INDICATE THE PIPE ROUTING AND SLEEVE LOCATIONS ON THE AS-BUILT DRAWINGS.
25. SLEEVES AND THEIR LOCATIONS ARE DIAGRAMMATICALLY SHOWN FOR CLARITY ONLY. ALL IRRIGATION SLEEVES MAY NOT BE SHOWN FOR CLARITY PURPOSES. CONTRACTOR SHALL INSTALL SLEEVES BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL PIPE UNDER PAVED AREAS SHALL BE INSTALLED IN A SLEEVE, AT MINIMUM TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL SLEEVES TO BE INSTALLED A MINIMUM DEPTH AS SHOWN ON THEPIPE/SLEEVING DETAIL. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.
26. ALL SLEEVE ENDS MUST BE SEALED WITH FOAM SEALANT INSIDE PIPE TO MINIMIZE DEBRIS INTRUSION.27. LATERAL LINES MAY BE SHOWN WITHIN BUILDINGS AND/OR PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.28. ALL CONVENTIONAL CONTROL WIRE UNDER HARDSCAPE AND/OR PAVED AREAS SHALL BE INSTALLED WITHIN A SLEEVE OR CONDUIT, SEE LEGEND FOR TYPE. MINIMUM SIZE: 1-1/2 INCH- FOR UP TO 15 WIRES (#14 GAUGE); 2 INCH- FOR 16-20 WIRES (#14 GAUGE); 3 INCHFOR 21-55 WIRES (#14 GAUGE). FOR SLEEVE RUNS LONGER THAN 40 FEET REDUCE WIRE COUNT PER SLEEVE SIZE BY 25%. ALLSLEEVES TO BE INSTALLED A MINIMUM DEPTH AS SHOWN ON THE PIPE/SLEEVING DETAIL. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.
DRIP/LOW VOLUME SYSTEMS- GENERAL NOTES:
29. ALL MAINLINES AND LATERAL LINES SHALL BE THOROUGHLY FLUSHED CLEAN BEFORE DRIP MANIFOLD ASSEMBLIES AND/OR DRIP TUBING CONNECTIONS ARE MADE. ALL DRIP TUBING LINES SHALL BE FLUSHED CLEAN BEFORE BACKFILLING.
30. ALL LATERAL LINES FOR DRIP ZONES SHALL BE PVC SCH 40 PIPE.
DRIP/LOW VOLUME SYSTEMS- DRIPLINE NOTES:
31. DRIPLINE SYSTEMS RUN TIMES SHALL ALWAYS BE PROGRAMMED TO USE THE CONTROLLER'S 'CYCLE AND SOAK' FUNCTION FOR "PULSE IRRIGATION" PROGRAMMING. AFTER DETERMINING TOTAL ZONE RUN TIME CONTRACTOR SHALL BREAK THE RUN TIME INTO A MINIMUM OF 3-4 CYCLES. INEFFICIENT IRRIGATION OCCURS WHEN ONLY ONE CYCLE IS USED. WATER WILL MIGRATE BELOW THE ROOT ZONE OF TURF OR PLANTS VIA 'GRAVITY FLOW'. SHORT RUN TIMES ALLOW WATER TO SPREAD THROUGHOUT AREA MORE EFFICIENTLY.
32. DUE TO REQUIREMENT OF MAXIMUM SYSTEM EFFICIENCY ALL DRIPLINE TUBING SHALL LAY LEVEL WITHIN TRENCH. TRENCHES SHALL BE LEVELED ACROSS BOTTOM OF TRENCH, AT NO TIME SHALL BOTTOM OF TRENCH UNDULATE.
33. CONTRACTOR SHALL COMPACT ALL DRIPLINE TRENCHES TO 95% SOIL COMPACTION. CONSISTENT COMPACTION IS REQUIRED TO PROVIDE EFFICIENT AND EVEN WATERING OF TURF OR SHRUB PLANT MATERIAL.
34. CONTRACTOR SHALL AND IS REQUIRED TO USE THE RAIN BIRD INSERT TOOL, MODEL FITINS-TOOL FOR INSTALLATION OF RAIN BIRD DRIPLINE INSERT FITTINGS. CONTRACTOR SHALL ALWAYS INSERT FITTING UNTIL THE FITTING 'STOP' IS ABUTTED TO TUBING.
35. FOR SHRUB AREAS ON SLOPES INSTALLED WITH DRIPLINE TUBING THE CONTRACTOR SHALL BE HELD ACCOUNTABLE FOR CREATING A TRIANGULAR WETTING PATTERN ACROSS ALL SLOPES. LAY TUBING HORIZONTAL TO SLOPE. OFFSET THE EMITTERS BY HALF THE EMITTER SPACING WHEN INSTALLING TUBING TO CREATE A TRIANGULAR WETTING PATTERN ACROSS THE SLOPE. DO NOT INSTALL TUBING SO AS THE EMITTERS ARE DIRECTLY IN LINE (PERPENDICULAR) WITH EACH OTHER.
DRIP/LOW VOLUME SYSTEMS- POINT SOURCE DRIP NOTES:
36. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR COMMENCING WORK.
CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS, BASED ON THE ACTUAL PLANT COUNT WITH REFERRAL TO THE EMITTER TABLE SHOWN IN THE LEGEND.
37. CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL SHRUB AND TREE COUNT AND THE EMITTER TABLES SHOWN. ANY REFERENCE TO TOTAL EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL SHRUB AND TREE QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR COMMENCING WORK.
38. THE EMITTER TABLE IN LEGEND IS ESTIMATED EMITTER QUANTITIES AND FLOWS. CONTRACTOR SHALL INSTALL EMITTERS AS SHOWN IN THE TABLE AT INITIAL INSTALLATION.
39. THE IRRIGATION PLANS AND THE SPECIFICATION OF INDIVIDUAL EMITTERS DO NOT TAKE INTO ACCOUNT THE EXPOSURE IDIOSYNCRASIES OF LOCATION, RELATIVE TO SUN OR SHADE PATTERNS WITHIN A ZONE. BEFORE COMMENCING WORK CONTRACTOR SHALL FIELD REVIEW ALL PLANTER AREAS WHERE POINT SOURCE DRIP ZONES ARE SHOWN ON THE PLANS. CONTRACTOR MAY BE REQUIRED TO SUBSTITUTE THE SIZE OF EMITTER (FLOW RATE) AS CALLED OUT IN THE LEGEND FOR ANOTHER OF A HIGHER OR LOWERFLOW RATE, DEPENDING ON THE LOCATION OF THE EMITTER. FOR SHRUBS LOCATED WITHIN A SHADED AREA AN EMITTER WITH A LOWER FLOW RATE (I.E. 1/2X FLOW RATE) MAY BE REQUIRED THAN WHAT IS REQUIRED FOR THE SAME SHRUB TYPE INSTALLED WITHIN A SUNNY AREA. SHRUBS INSTALLED WITHIN A HIGH HEAT INDEX AREA, SUCH AS WITHIN THE SPHERE OF INFLUENCE OF A GROUND
LEVEL WINDOW (OR OTHER REFLECTIVE SURFACE) ON A SOUTH OR WEST FACING EXPOSURE, MAY REQUIRE A HIGHER FLOW EMITTER TO COMPENSATE FOR THE HIGHER WATER EVAPORATION LOSS FROM THE SOIL. WHEN AREAS ARE FOUND, SUCH AS LISTED ABOVE, ON
A PROJECT THE CONTRACTOR SHALL REVIEW AREAS WITH THE LANDSCAPE ARCHITECT FOR REQUIRED INDIVIDUAL EMITTER SUBSTITUTIONS. SUCH EMITTER SUBSTITUTIONS SHALL NOT INCREASE THE COST OF THE PROJECT.
40. FOR MULTI-OUTLET DRIP MANIFOLDS: UNITS SHALL BE ALIGNED WITH TREES AS SHOWN IN THE DETAILS. INSTALL AT DISTANCE FROM TREE PER LEGEND DESCRIPTION. CONFIRM ALL PROPOSED LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
41. TREE/PALM DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UP-SIZING OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPSIZE EMITTERS AND QUANTITIES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH.
42. WHEN DIFFERENT SPECIES OF TREES/PALMS ARE TIED TO THE SAME ZONE VALVE CONTRACTOR SHALL BE REQUIRED TO MAKE
ADJUSTMENTS TO SIZE OF EMITTERS (FOR QUANTITY OF WATER PURPOSES) FOR EACH SPECIES OF TREEE/PALM IN THE ZONE AS NEEDED TO PROVIDE PROPER AND ADEQUATE AMOUNT OF WATER AS REQUIRED BY EACH SPECIES. CONTRACTOR SHALL CONTACTLANDSCAPE ARCHITECT FOR INFORMATION REGARDING PROPER AND ADEQUATE AMOUNT OF WATER AS REQUIRED BY EACH SPECIES.
43. POST PLANT INSTALLATION: IT SHALL BE THE RESPONSIBILITY OF LANDSCAPE CONTRACTOR TO REVISE EMITTER SIZES AS MAY BE NEEDED TO PROVIDE ANY WATER VOLUME ADJUSTMENTS FOR HEALTHY PLANT GROWTH. THIS TASK SHALL BE COMPLETED AFTER
THREE WEEKS OF PLANT OBSERVATIONS AFTER INITIAL INSTALLATION AND AGAIN ONE WEEK BEFORE MAINTENANCE PERIOD IS COMPLETED. ALL EMITTER CHANGES AND FINE TUNE ADJUSTMENTS SHALL BE CARRIED OUT AS PART OF THIS PROJECT WITH NO ADDITIONAL COST TO THE OWNER DISTRICT. COMPLETE AFTER CONSULTATION AND REVIEW OF WATER NEEDS WITH THE IRRIGATION CONSULTANT AND LANDSCAPE ARCHITECT.
REMOVAL AND DISPOSAL NOTES:
44. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK.
45. CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION EQUIPMENT IF THEY ARE TO BE PROTECTED IN PLACE. 97 G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L ICENSED LANDSCAPE ARCH I TECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
JB
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES
L6.7
IRRIGATION DETAILS
N/A
2" MIN.
2" MIN.8" MAX.
SECTION/ELEVATION
NOTES:
A. USE PVC SCH 80 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH.
B. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.
C. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.
LEGEND
1. PVC MAINLINE PIPE TO FLOW
SENSOR AS REQUIRED
2. PVC SCH 80 SLIP COUPLER, AS
REQUIRED
3. 3/4" CRUSHED GRAVEL, MINIMUM 6"
DEPTH
4. LANDSCAPE FABRIC
5. PVC SCH 80 UNION (2 REQ.)
6. PVC SCH 80 NIPPLE, MIN. LENGTH
3", VALVE SIZE (4 REQ.)
7. PVC SCH 80 REDUCER SLIPxTHRD
BUSHING, SF, MAINLINE SIZE x
VALVE SIZE (2 REQ.)
8. NOMINAL SIZE SOLID BRICK (4 REQ.)
9. PVC MAINLINE PIPE FROM
BACKFLOW PREVENTION DEVICE
10. FINISH GRADE
11. USE PVC SCH 80 45 DEGREE ELLS
TO TRANSITION TO MAINLINE
DEPTH
12. RAIN BIRD 12" RECTANGULAR
SPECIFICATION GRADE VALVE BOX
WITH "T" COVER. HEAT BRAND 'MV'
ON LID
13. MASTER CONTROL VALVE. REFER
TO LEGEND FOR SPECIFICATION
14. CONTROL WIRES WITH WATER
TIGHT SPLICES PROVIDE 24" COIL
OF WIRE AT VALVE
1 2
3 4 6 7
5 2
8 9
14 13 12 11
10 2"
1/2"
C SCALE: PVC MAINLINE ISOLATION BALL VALVE SCALE: N.T.S. B MASTER VALVE ASSEMBLY SCALE: N.T.S.
A BACKFLOW ASSEMBLY N.T.S.
SCALE: F PIPE / WIRE / SLEEVE INSTALLATION SCALE: N.T.S. E QUICK COUPLER ASSEMBLY D SCALE: N.T.S. FLOW SUB-METER INSTALLATION N.T.S.
CL
LEGEND
1. PVC MAINLINE OR MANIFOLD
SUBMAIN / BACKBONE PIPE.
SEE LEGEND FOR DEPTH AS
PER SPECIFICATION
2. LANDSCAPE FABRIC,
MINIMUM 4.5 OZ. MATERIAL.
SEE SPECIFICATIONS FOR
APPROVED TYPE
3. PVC SCH 80 SLO-CLOSE BALL
VALVE, INSTALL VALVE
CENTERED IN BOX. REFER TO
LEGEND FOR SPECIFICATION
4. 8" PVC CL 160 PIPE OR
NON-PERF DRAIN PIPE,
LENGTH AS REQUIRED. FIT
PIPE OUTSIDE UNION. USE
FABRIC TO FILL
IRREGULARITIES
5. 3/4" CRUSHED GRAVEL, FILL
TO 2" BELOW TOP OF SLEEVE
AND 5" BELOW BALL VALVE
FOR SUPPORT
6. SUPPORT BRICKS, (3 REQ.)
7. SITE SOIL
8. FINISH GRADE
9. RAIN BIRD 10" ROUND
SPECIFICATION GRADE
VALVE BOX WITH BOLT DOWN
'T' COVER. HEAT BRAND "BV"
ONTO LID.
1/2"
2"
NOTES:
A. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.
B. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1/2" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.
C. CONTRACTOR TO PROVIDE ONE STANDARD 30 INCH SPRINKLER KEY WRENCH FOR THE OPERATION OF BALL VALVES.
SECTION/ELEVATION
6"MAX.
2"
4 8
5 6
9 7
1 2
3 BBBB
B
P P
SECTION/ELEVATION
NOTE:
A. CONCRETE SLAB SHALL BE MINIMUM 4" THICK AND
EXTEND A MINIMUM 6" PAST THE BACKFLOW
ASSEMBLY PIPING AND/OR ENCLOSURE ON ALL SIDES.
6" MIN.
12" MIN.
B
LEGEND
1. BACKFLOW DEVICE, REFER TO LEGEND FOR
SPECIFICATION
2. BACKFLOW ENCLOSURE, REFER TO LEGEND FOR
SPECIFICATION
3. BRASS BALL VALVE
4. WYE STRAINER, REFER TO LEGEND FOR
SPECIFICATION
5. BRASS NIPPLE, MAX. LEN. 3" (4 REQ.)
6. BRASS RISER, LEN. AS REQUIRED, (2 REQ.)
7. CONCRETE SLAB
8. IRRIGATION SERVICE LINE FROM METER
9. PVC SCH 80 SS COUPLER, SVC LINE SIZE
10. PVC SCH 80 NIPPLE, LENGTH BEYOND THRUST
BLOCK, (2 REQ.)
11. CONCRETE THRUST BLOCK, 1 CU. FT.
12. PVC SCH 80 REDUCING ADAPTER, SF, COUPLER
SIZE (2 REQ.)
13. PVC SCH 80 SS COUPLER, MAINLINE SIZE
14. BRASS ELBOW
15. IRRIGATION MAINLINE
16. BRASS UNION (2 REQ.)
17. PRESSURE REGULATOR, IF SPECIFIED. REFER TO
LEGEND FOR SPECIFICATION - IF NOT SPECIFIED,
INSTALL ONE BRASS NIPPLE IN PLACE OF TWO 3"
NIPPLES AND REGULATOR
1 234567
1716
14 13 12
11 10
8 9 15
SECTION/ELEVATION
NOTES:
A. PER DEH REQUIREMENTS ALL QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE.
B. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.
C. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.
LEGEND
1. QUICK COUPLING VALVE. SEE LEGEND FOR
SPECIFICATION
2. APPURTENANCE PURPLE ID TAG
3. BRASS NIPPLE- QCV SIZED 4" MIN. LENGTH
4. BRASS ST. ELL (2 REQ.)
5. BRASS ELL
6. BRASS NIPPLE- QCV SIZED
12" MIN. LENGTH FOR 18" TRENCH
18" MIN. LENGTH FOR 24" TRENCH
7. PVC SCH 80 FITTING, TEE / ELL
8. PVC MAINLINE SEE LEGEND FOR
SPECIFICATION
9. #4 REBAR 36" MIN. LENGTH
10. LANDSCAPE FABRIC
11. SUPPORT BRICKS (3 REQ.)
12. 3/4" CRUSHED GRAVEL, MIN. 1 CUBIC FOOT
13. STAINLESS STEEL CLAMP (2 REQ.)
14. FINISH GRADE
15. RAIN BIRD 10" ROUND SPECIFICATION GRADE
VALVE BOX WITH "T" COVER. HEATED
BRANDED MARKED 'QCV'
1 3
4 5
13 12
11 15 14
6 3
7 8 9
10 6" MAX
2" MIN
2"
1/2"
2 SECTION/ELEVATION
DEPTH CHARTWIRING6" & LARGER3" & 4" 21/2" & SMALLER
18"12"
--
18"24"36"
BESIDE
18"24"36"
AB CD
36"30"24"
-
36"
EF
36"
36" 36"
30"30"
-
MAIN MAIN
BESIDE
F
D
E
C
B
A
NOTES:
A. SLEEVE UNDER PEDESTRIAN
WALKWAYS SHALL EQUAL DEPTHS
INDICATED IN COLUMNS A, B, & C.
B. LINES MUST HAVE MIN. CLEARANCE
OF 4" FROM EACH OTHER & 12"
FROM OTHER TRADES.
C. RUN WIRING BESIDE MAINLINE AT
LOCATION SHOWN, TAPE & BUNDLE
@ 10' O.C.
D. TIE A 24" LOOP IN ALL WIRING AT
CHANGES IN DIRECTION, WHEN NOT
INSTALLED WITHIN CONDUIT.
E. ALL SLEEVES MUST BE 2X THE
DIAMETER OF THE PIPE WITHIN.
F. ALL SLEEVE ENDS MUST BE SEALED
WITH FOAM SEALANT INSIDE PIPE
TO MINIMIZE DEBRIS INTRUSION.
G. ALL SLEEVES MUST EXTEND 12" MIN.
DISTANCE PAST EDGE OF
ROADWAY, CURB, OR SIDEWALK.
H. CONTRACTOR MUST ADJUST
MAINLINE AROUND ALL STREET
LIGHT LOCATIONS, LIGHT
BOLLARDS, TREE ROOT BALLS, (MIN.
5' CLEARANCE), AND OTHER
OBSTACLES.
LEGEND
1. ON-GRADE LATERAL
PIPE
2. UNDISTURBED SOIL
3. COMPACTED
BACKFILL
4. LATERAL LINE
5. 2-WIRE CABLE
WITHIN ELECTRICAL
CONDUIT
6. MAINLINE TRACER
TAPE OR AWG #6
BARE COPPER
TRACER WIRE,
REFER TO LEGEND
FOR SPECIFICATION
7. MAINLINE, REFER
TO LEGEND FOR
SPECIFICATION
8. ROADWAY / PAVING
9. SAND BACKFILL
10. LATERAL LINE
SLEEVE
11. MAINLINE SLEEVE
12. CONTROL WIRE
SLEEVE
-
1 2 3 4 5 6 7
839
1011
12 1/2"
2"
SECTION/ELEVATION
LEGEND
1. 4x8 BRICK SUPPORTS (MIN. 6 REQ.)
2. 3/4" CRUSHED GRAVEL, 8" MIN. DEPTH
3. 8"X8" CONCRETE PAVERS FOR SUPPORT
4. PVC MAINLINE PIPE. UPSIZE AS REQUIRED
TO MATCH PLAN
5. LANDSCAPE FABRIC
6. FINISH GRADE
7. RAIN BIRD STANDARD RECTANGULAR
SPECIFICATION GRADE VALVE BOX. HEAT
BRAND 'FLOW-METER' ON LID
8. PVC SCH 80 FEMALE ADAPTER (SxT).
THREAD SIZE PER SUB-METER UNIT. (2
REQ.)
9. IRRIGATION FLOW SUB-METER, REFER TO
LEGEND FOR SPECIFICATION
10. UNION, AS PART OF UNIT. (TYP.)
11. WIRE CONNECTOR
12. TWO WIRES TO FLOW METER TERMINALS
AT CONTROLLER. MIN. 18 AWG-UF (2.08 MM2
)
SHIELDED WIRE WITH DIFFERENT COLOR
FROM CONTROL/COMMON WIRE
13. PVC MAINLINE PIPE FROM P.O.C.
NOTES:
A. INLET PIPE ENTERING METER: LENGTH MUST BE A MIN. OF 10x PIPE DIA.
B. OUTLET PIPE LEAVING METER: LENGTH MUST BE MIN. OF 5x PIPE DIA.
C. INLET AND OUTLET PIPE MUST BE STRAIGHT PIPE WITH NO FITTINGS OR TURNS UNTIL AFTER THESE SPECIFIED LENGTHS.
D. USE FOUR PVC 45 DEGREE ELBOWS TO TRANSITION UNIT TO MAINLINE DEPTH.
E. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.
F. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.
7 6
2" MIN.
8" MAX.
13 10 9 8
1 42
5 11
3 12
98 G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L ICENSED LANDSCAPE ARCH I TECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
JB
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES
L6.8
IRRIGATION DETAILS
N/A
SCALE: B TREE DRIP MANIFOLD INSTALLATION SCALE: N.T.S.
A TREE DRIP EMITTER MANIFOLD ASSEMBLY N.T.S.
D SCALE: TREE DRIP SYSTEMS PVC LATERAL LAYOUT N.T.S.
SECTION/ELEVATION
NOTES:
A. PLACE MULTI-OUTLET DRIP MANIFOLD MINIMUM FORTY EIGHT INCHES (48") FROM EDGE OF ROOTBALL. ADJUST PER ROOTBALL SIZE, TYPICAL. INSTALL REQUIRED AMOUNT OF EMITTERS, TUBING, AND BUG CAPS PER EMITTER TABLE. NUMBER OF EMITTERS IN DETAIL ARE FOR EXAMPLE ONLY.
B. SLOPED AREAS: PLACE EMITTERS OFF-CENTER ON UPHILL SIDE OF TREE DEPENDING ON STEEPNESS, TO ALLOW WATER TO FLOW ACROSS ROOTBALL FOR MAXIMUM EFFECTIVE WATER USE.
C. ROUTE 1/4" TUBING AROUND ROOTBALL ALONG OUTSIDE EDGE. DO NOT CROSS ROOTBALL AT ANY TIME.
D. INSTALL RAIN BIRD U-STAKES, MODEL TDS-050 OVER 1/4" TUBING 4"-6" BEHIND EMITTER STAKE AND 1' O.C. (MIN. 2 STAKES PER 1/4" EMITTER TUBING) AROUND ROOTBALL AT EDGE TO ELIMINATE TUBING MOVEMENT.
E. ALL 1/4" TUBING SHALL BE BURIED TO A MINIMUM DEPTH OF 2" BELOW SOIL SURFACE. EMITTER OUTLET AND BUG CAP SHALL BE PLACED AT GRADE.
LEGEND
1. 1/4" DISTRIBUTION
TUBING: RAIN BIRD,
MODEL XQ
2. MULTI-OUTLET EMISSION
DEVICE: RAIN BIRD
XERI-BIRD 8, MODEL
XBD-80 INSTALLED
WITHIN 7"
SPECIFICATION GRADE
VALVE BOX
3. 1/2" PVC SCH 40
LATERAL LINE PIPE
4. PVC SCH 40 LATERAL
LINE PIPE, SEE
SPECIFICATIONS FOR
DEPTH REQUIREMENTS
5. GALVANIZED TIE-DOWN
TUBING U-STAKE: RAIN
BIRD, MODEL TDS-050
6. 1/4-INCH TUBING STAKE:
RAIN BIRD, MODEL
TS-025
7. ROOTBALL OF TREE
8. DIFFUSER BUG CAP:
RAIN BIRD MODEL
DBC-025
# OF EMITTERS
15 GAL. TREE 2 - 2 GPH
PLANT SIZE
24" BOX TREE 4 - 2 GPH
TREE EMITTER TABLE (SUN)
48" BOX TREE 6 - 5 GPH60" BOX TREE 6 - 7 GPH36" BOX TREE 4 - 5 GPH72" BOX TREE 6 - 10 GPH84" BOX TREE 8 - 12 GPH 1 2
8 76
4 5
DRIP SYSTEM NOTES:
A. EMITTER TABLE AT RIGHT IS ESTIMATED
EMITTER QUANTITIES AND FLOWS.
CONTRACTOR SHALL INSTALL EMITTERS
AS SHOWN AT INITIAL INSTALLATION.
B. ALL LATERAL LINES FOR DRIP ZONES
SHALL BE PVC SCH 40 PIPE.
C. SUB-LATERAL PIPING AS SHOWN IN
DETAIL LI-10/E SHALL BE 1/2" SCH 40 PIPE.
'BACKBONE' LATERALS SHALL BE PER
PLAN SIZE.
D. CONTRACTOR TO PROVIDE THE
QUANTITY OF EMITTERS BASED ON THE
ACTUAL PLANT COUNT AND THE EMITTER
TABLE SHOWN AT RIGHT.
E. VERIFY THE ACTUAL PLANT QUANTITIES
AND SIZES FROM THE LANDSCAPE PLANS
PRIOR TO BIDDING OR COMMENCING
WORK.
F. POST PLANT INSTALLATION: IT SHALL BE
THE RESPONSIBILITY OF LANDSCAPE
CONTRACTOR TO REVISE EMITTER SIZES
AS MAY BE NEEDED TO PROVIDE ANY
WATER VOLUME ADJUSTMENTS FOR
HEALTHY PLANT GROWTH. THIS TASK
SHALL BE COMPLETED AFTER THREE
WEEKS OF PLANT OBSERVATIONS AFTER
THE INITIAL INSTALLATION AND AGAIN
ONE WEEK BEFORE MAINTENANCE
PERIOD IS COMPLETED. THESE EMITTER
CHANGES AND FINE TUNE ADJUSTMENTS
SHALL BE CARRIED OUT AFTER
CONSULTATION AND REVIEW OF WATER
NEEDS WITH THE IRRIGATION
CONSULTANT AND LANDSCAPE
ARCHITECT.
F F
F
F
LEGEND
1. MAINLINE, REFER TO LEGEND FOR TYPE.
2. DRIP ZONE CONTROL VALVE ASSEMBLY, REFER TO LEGEND FOR SPECIFICATION
3. 1/2" SCH 40 PVC SUB-LATERAL PIPE TO DRIP MANIFOLD ASSEMBLY, TYPICAL
4. SCH 40 PVC LATERAL 'BACKBONE' PIPE, TYPICAL. REFER TO PLAN FOR SIZES
5. MULTI-EMISSION MANIFOLD DEVICE PLACEMENT EXAMPLE
6. FLUSH VALVE WITHIN 7" ROUND VALVE BOX, TYPICAL. SEE DETAIL L-105/2 NOTES:
A. CONTRACTOR SHALL ROUTE LATERAL PIPE THROUGHOUT ZONE USING BEST INSTALLATION PRACTICES.
B. PLACE MULTI-EMISSION MANIFOLD AT MINIMUM FORTY EIGHT (48") INCHES FROM EDGE OF TREE/PALM ROOT BALL, TYPICAL.
2 3 5
4 3
4 6 1
4 3
3 G
D
F E
H
C
A
B
INSIDE VIEW OF
XERI-BIRD 8
SECTION/ELEVATION
LEGEND
1. 1/4-INCH TUBING STAKE: RAIN BIRD,
MODEL TS-025. QTYS. - ONE PER
EMITTER. SEE EMITTER TABLE FOR
QUANTITY OF EMITTERS PER PLANT
2. PVC LATERAL PIPE
3. 3/4" CRUSHED GRAVEL, MIN. 3" DEPTH
4. PVC SCH 40 TEE/ELL FITTING
5. PVC SCH 80 NIPPLE, 1/2" x 10" LENGTH
6. 1/4" DISTRIBUTION TUBING: RAIN BIRD,
MODEL XQ
7. AMENDED SITE SOIL
8. FINISH GRADE
9. MULCH LAYER. REFER TO LANDSCAPE
SPECIFICATIONS FOR TYPE AND DEPTH
10. MULTI-OUTLET EMISSION DEVICE: RAIN
BIRD XERIBIRD- 8, MODEL XBD-80
11. 7-INCH VALVE BOX: RAIN BIRD MODEL
SEB-7XB
12. DIFFUSER BUG CAP: RAIN BIRD MODEL
DBC-025 (TYP.)
13. EMITTER: RAIN BIRD MODELS. SEE
EMITTER TABLE FOR TYPE AND
QUANTITY OF EMITTERS PER PLANT
NOTES:
A. COIL
ADDITIONAL
9-INCHES OF
1/4" TUBING IN
VALVE BOX TO
FACILITATE
MAINTENANCE.
B. INSTALLED
VALVE BOX
HEIGHT AT 1/2"
ABOVE MULCH
COVER.
C. INSTALL
MANIFOLD AT
MINIMUM OF
48" FROM EDGE
OF ROOTBALL.
1" 2"
6"
23 4
567
1 9
8 10 12 11
13 SCALE: E DRIP ZONE OPERATION INDICATOR ASSEMBLY N.T.S.
LEGEND
1. FINISH GRADE
2. ECO-INDICATOR
3. DRIP MANIFOLD TEE OR EL
4. PVC DRIP MANIFOLD PIPE. SEE
SPECIFICATIONS FOR DEPTH
REQUIREMENTS
5. SWING JOINT:
HUNTER 'PRO-FLEX' TUBING,
HSBE-050 ELBOWS (2)
6. 1/2" MARLEX STREET EL
7. MULCH LAYER
8. ALTERNATE INSTALL: WHEN
ATTACHING UNIT TO DRIP
TUBING CONTRACTOR MAY
INSTALL UNIT USING 1/2"
BARBED INSERT FITTINGS AND
DRIP POLYETHYLENE TUBING
SECTION/ELEVATION
NOTES:
A. INSTALL ONE (1) ECO-ID WITHIN EACH PLANTER TO SHOW EXTENT OF ZONE WHILE UNDER OPERATION.
B. DUE TO CLARITY ISSUES ECO-ID SYMBOLS ARE NOT SHOWN ON PLAN.
C. CONTRACTOR SHALL REVIEW EACH DRIP ZONE AREA AND LAYOUT TO DETERMINE EXACT QUANTITY OF ECO-ID UNITS TO INSTALL. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNITS REQUIRED ON THE PROJECT.
D. IN TURF AREAS INSTALL UNIT 1/2" ABOVE FINISHED GRADE.
E. IN SHRUB AREAS INSTALL UNIT 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.
F. DUE TO NO FACTORY INSTALLED CHECK VALVE INSTALL AT HIGH POINTS OF ZONE, OR INSTALL HUNTER MANUALLY INSTALLED CHECK VALVE, P/N 462237SP.
6 1/2"
12 3
456
8 2"
1"
2" MIN.
LEGEND
1. BRASS HOSE/PIPE ADAPTER,
ARROWHEAD
BRASS/CHAMPION IRRIGATION
PRODUCTS, MODEL #10F (3/4"
MALE HOSE THREAD TO 1/2"
MALE PIPE THREAD)
2. 7" ROUND SPECIFICATION
GRADE VALVE BOX, HEAT
BRAND "FV" ONTO LID
3. FINISH GRADE
4. STAINLESS STEEL CLAMPS,
TYP.
5. 1/2" PVC SCH 80 THREADED
BALL VALVE. REFER TO
LEGEND FOR SPECIFICATION
6. SCH 80 PVC NIPPLE 1/2" x
LENGTH AS REQUIRED
7. LANDSCAPE FABRIC
8. WHEN USED FOR
SUB-SURFACE TUBING DRIP
ZONES, REFER TO LEGEND:
PVC SCH 40 PIPE FROM DRIP
ZONE MANIFOLD 'FOOTER'.
MANIFOLD PIPE SIZE BASED ON
ZONE FLOW. REFER TO
LEGEND FOR PIPE SIZE.
9. 3/4" CRUSHED GRAVEL, MIN.
5"-6" DEPTH
10. PVC SLIP (LINE SIZE) x 1/2"
THREAD ELL (SF)
11. (#3) 3/8" x 24" REBAR STAKE
12. APPURTENANCE PURPLE ID
TAG
SECTION/ ELEVATION
1 2
5 78
9 10 11
3 1/2"
NOTES:
A. FOR TREE/PALM ZONES: PLACE FLUSH VALVE AT
MINIMUM FORTY EIGHT (48") INCHES FROM TREE/PALM
ROOT BALL, TYPICAL.
B. POINT SOURCE DRIP ZONES: INSTALL FROM PVC
'BACKBONE' PIPE. SEE DETAIL ON THIS SHEET.
C. INSTALL ONE (1) FV IN EACH DIRECTION FROM RCV AT
MINIMUM, OR AS MANY AS SHOWN ON THE PLAN IN ANY
ZONE.
D. INSTALL IN LOCATIONS AS DESCRIBED IN THE LEGEND.
E. CONTRACTOR SHALL REVIEW TREE DRIP ZONE AREA
AND LAYOUT TO DETERMINE EXACT QUANTITY OF FV'S
TO INSTALL. DUE TO FIELD CHANGES OR OTHER
REASONS TOTAL FLUSH VALVE SYMBOLS SHOWN ON
PLAN MAY NOT EQUAL TOTAL QUANTITY OF FV'S
REQUIRED.
F. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN
TURF AREAS.
G. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL
LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVER IS
HIGHER.
4 6
12 SCALE: F DRIP ZONE FLUSH VALVE ASSEMBLY N.T.S.
2"
1/2" 1/2"
1 2
3 4
SECTION/ELEVATION
5 6
7 LEGEND
1. FINISH GRADE
2. MULCH LAYER*, REFER TO
LANDSCAPE SPECIFICATIONS
FOR TYPE AND DEPTH
3. POP-UP SPRINKLER. REFER
TO LEGEND FOR TYPE
4. 1/2" MARLEX EL FITTING,
PART OF SWING ASSEMBLY.
5. RAIN BIRD MANUFACTURED
SWING ASSEMBLY; 12" MIN.
LAY LENGTH, SIZE PER
SPRINKLER INLET
MODEL SA-125050 - 1/2" INLET
MODEL SA-125075 - 3/4" INLET
6. PVC SCH 40 SxSxT TEE OR
SxT EL
7. PVC LATERAL PIPE
NOTES:
A. USE TEFLON TAPE ON ALL EXPOSED THREADS.
B. WHERE A MULCH LAYER IS USED AS GROUND COVER INSTALL TOP OF SPRINKLER BODY 1/2" ABOVE MULCH COVER, AT NO TIME SHALL MULCH BURY THE CAP.
C. WHEN MULCH LAYER IS NOT PRESENT INSTALL TOP OF SPRINKLER BODY 2" ABOVE FINISH GRADE.
D. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
E. INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS.
F. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS.
G. INSTALL SPRINKLER HEADS 12" FROM ALL BUILDINGS, WALLS, AND FENCES.
H. INSTALL SPRINKLER HEADS PLUMB.
I. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS, OR BUILDINGS. DO NOT SCALE DRAWINGS.
C SCALE: POP-UP SPRINKLER N.T.S.
99 G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TE
C
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
JB
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES
L6.9
IRRIGATION DETAILS
N/A
6"
2"
SECTION/ELEVATION
LEGEND
1. RECTANGULAR
SPECIFICATION GRADE VALVE
BOX WITH BOLT DOWN
COVER. BOX TO BE PLACED
AT RIGHT ANGLE TO
HARDSCAPE EDGE. HEAT
BRAND "PB" ONTO LID
2. FLOW SENSOR WIRE
3. FINISH GRADE
4. 36" WIRE EXPANSION LOOP
TYPICAL
5. BRICK SUPPORTS
6. PVC ELECTRICAL SWEEP EL
7. LANDSCAPE FABRIC
8. 3/4" CRUSHED GRAVEL, MIN. 6"
DEPTH
1/2"
56 7
8 2
4 1
NOTES:
A. PROVIDE WIRE JUNCTION/PULL BOX AT EVERY CHANGE
OF DIRECTION AND AT MAXIMUM 200 FOOT INTERVALS.
B. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN
TURF AREAS.
C. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL
LEVEL OR 1/2" ABOVE MULCH LAYER, WHICHEVER IS
HIGHER.
3 SCALE: B DRIP RCV ASSEMBLY ALTERNATE INSTALLATION SCALE: N.T.S. A RCV ASSEMBLY - DRIP SYSTEMS N.T.S.
SCALE: F WIRE PULL BOX D SCALE: N.T.S. VALVE BOX LOCATION / MARKING C SCALE: N.T.S. MANIFOLD LAYOUT N.T.S.
LEGEND
1. 'RCV' HEAT BRANDED ON VALVE BOX LID
2. APPROPRIATE CONTROLLER AND STATION NUMBER HEAT
BRANDED ON VALVE BOX LID
3. RECTANGULAR SPECIFICATION GRADE VALVE BOX, TYP.
4. 'QCV' HEAT BRANDED ON VALVE BOX LID
5. 'FV' WITH DRIP ZONE RCV STATION NUMBER HEAT BRANDED
ON ALL DRIP SYSTEM FLUSH VALVE BOX LIDS
6. 10" ROUND SPECIFICATION GRADE QUICK COUPLER VALVE
BOX, TYP.
7. 7" ROUND DRIP VALVE BOX, TYP.
8. 'DRIP' WITH TREE DRIP ZONE RCV STATION NUMBER HEAT
BRANDED ON ALL TREE DRIP MANIFOLD BOX LIDS
12"
12"
12" TYP. 12" 12"
PLAN VIEW
QCV
A1
RCV
NOTES:
A. SPECIFICATION GRADE VALVE
BOXES BY RAIN BIRD ONLY.
B. VALVE BOXES SHALL BE LABELED
BY HOT IRON BRANDING.
C. LOCATE VALVE ASSEMBLIES
18"-24" FROM HARDSCAPE.
D. LOCATION OF VALVE
ASSEMBLIES SHALL BE STAKED
FOR APPROVAL BY LANDSCAPE
ARCHITECT PRIOR TO
INSTALLATION.
E. CENTER VALVE BOXES OVER
VALVE TO FACILITATE SERVICING
VALVE.
F. SET RCV AND VALVE ASSEMBLIES
IN GROUND-COVER/SHRUB AREA
WHERE POSSIBLE.
G. SET BOXES AT EQUAL
ELEVATIONS W/ TOPS AT 2"
ABOVE MULCH IN SHRUBS AND
1/2" ABOVE FINISH GRADE IN
TURF.
H. SET BOXES PARALLEL TO EACH
OTHER AND PERPENDICULAR TO
EDGE.
I. AVOID HEAVILY COMPACTING
SOIL AROUND VALVE BOXES TO
PREVENT COLLAPSE AND
DEFORMATION OF VALVE
BOXES.
EDGE OF PAVING / PLANTER
4 6
2 1
FV
5 RCV#
7 RCV
RCV
A2 A3
ARV AIR RELIEF VALVE
BS BASKET STRAINER
BV BALL VALVE
CCC COMMUNICATION
SPLICES
DRIP TREE DRIP
MANIFOLD
FI FERTILIZER INJECTOR
FS FLOW SENSOR
FV FLUSH VALVE
ASSEMBLY
GV GATE VALVE
GRD GROUND ROD
MS MOISTURE SENSOR
MV MASTER VALVE
SB SPLICE BOX
RCV REMOTE CONTROL
VALVE
QCV QUICK COUPLER VALVE
2 SECTION/ELEVATION
LEGEND
1. LOW VOLTAGE WIRES
2. POLY TUBE PRE-FILLED WITH
WATERPROOF GEL
3. WIRE CONNECTOR. WIRES SHALL BE
PRE-STRIPPED OF 1/2" OF THE
INSULATION PRIOR TO INSERTION
INTO THE CONNECTOR. TWIST
CONNECTOR ONTO WIRES TO SEAT
FIRMLY
1 2 3
NOTE:
A. TO INSURE ALL COMPONENTS RESIDE WITHIN SPECIFIED
VALVE BOX CONTRACTOR MAY INSTALL DRIP RCV ASSEMBLY
AS SHOWN.
B. REFER TO DETAIL LI-5.02/D FOR VALVE BOX INSTALLATION.
LEGEND
1. 1" PVC SCH 80 UNION. (2 REQ.)
2. SCH 80 NIPPLE, 1" x CL, (2 REQ.)
3. 1" NETAFIM 40 PSI PRESSURE REGULATOR,
MODEL WRPR1-40
4. 1" NETAFIM DISC FILTER WITH 140 MESH
(BLK) RINGS, MODEL DF100-140
5. 1" SCH 80 TT EL (2 REQ.)
6. SCH 80 NIPPLE, 1" x SIZE AS REQUIRED TO
HAVE SEPARATION OF RCV AND FILTER
7. 1" REMOTE CONTROL VALVE
8. SCH 80 NIPPLE, 1" X 2", (3 REQ.)
9. 1" THREADED PVC BALL VALVE. REFER TO
LEGEND FOR SPECIFICATION
LEGEND
1. IRRIGATION MAINLINE
2. MAINLINE TEE FITTING, MAINLINE x
MANIFOLD SIZE
3. MANIFOLD ISOLATION VALVE. REFER TO
LEGEND FOR TYPE. MANIFOLD SIZE
4. ALL VALVE BOXES TO HAVE A MINIMUM
12" SEPARATION BETWEEN BOXES
5. IRRIGATION MANIFOLD "SUB-MAINLINE"
PIPE. SIZE PER LARGEST LATERAL PIPE
6. REMOTE CONTROL VALVE
7. RECTANGULAR SPECIFICATION GRADE
VALVE BOX. REFER TO LEGEND FOR
TYPE
8. PVC SCH 80 UNION. ONE OR TWO
REQUIRED. SEE RCV INSTALLATION
DETAILS
9. LATERAL LINE TO SPRINKLERS
10. SIDEWALK / HARDSCAPE EDGE, INSTALL
BOXES 12"-18" FROM EDGE
11. QUICK COUPLER VALVE
12. MAINLINE TEE FITTING, MAINLINE x 1-1/2"
SIZE
13. QCV MANIFOLD ISOLATION BALL VALVE.
REFER TO LEGEND FOR TYPE
14. QUICK COUPLER SWING JOINT
15. 10" ROUND SPECIFICATION GRADE
VALVE BOX. REFER TO LEGEND FOR
TYPE
1 2
5 6
89 10
7 14
8 13
12 11
34 15
SCALE: E WIRE CONNECTION N.T.S.
LEGEND
1. LATERAL LINE PIPE
2. MALE ADAPTER, SIZE PER DRIP ZONE LATERAL
3. PVC SCH 80 TT UNION, (2 REQ), SIZE PER RCV. (MAY
SUBSTITUTE WITH DURA COUPLING MANIFOLD SYSTEM,
P/N 332-010, 332-015, 332-020. WHEN USED SCH 80UNIONS AND NIPPLES UPSTREAM AND DOWNSTREAM OF
RCV ARE NOT REQUIRED)
4. SCH 80 PVC NIPPLE, MIN. SIZE 1"x3", FOUR REQUIRED
5. 40 PSI PRESSURE REGULATOR
6. SCREEN FILTER, WITH #200 SS MESH ELEMENT
7. REMOTE CONTROL VALVE
8. 3/4" CRUSHED GRAVEL, MIN. 5" DEPTH
9. LANDSCAPE FABRIC
10. MAIINLINE / MANIFOLD PIPE: DEPTH PER SPECS.
11. MAIN LINE TEE FITTING
12. NOMINAL SIZE SOLID BRICK (MIN. 6 REQ.)
13. SIZE PIPE PER IMMEDIATE DOWNSTREAM LATERAL SIZE
14. PVC EL, SIZE PER #13
15. PVC SS COUPLER, SIZE PER IMMEDIATE RCV LATERAL,
OR (USE MALE ADAPTER, #16 NOT REQUIRED)
16. SCH 40 BUSHING, SxT
17. PVC BALL VALVE, RCV SIZE. REFER TO LEGEND FOR
SPECIFICATION. USE ONLY REQUIRED WHEN RCV
ASSEMBLY IS NOT PART OF A MANIFOLD
18. FINISH GRADE
19. CONTROL WIRES PROVIDE 24" COIL OF WIRE AT VALVE
20. CONTROL WIRE SPLICE CONNECTION
21. RCV ID TAG
22. RAIN BIRD JUMBO RECTANGULAR VALVE BOX HEAT
BRANDED WITH "RCV" AND ZONE # ON LID
EXAMPLE OF RCV / FILTER LAYOUT
FOR DRIP CONTROL ZONE
4 3 2 1
5 7 9
6 8
3" MIN.
2" MIN.
2"
1/2"
3" MIN.
6" MAX.
TO DRIP SYSTEM
11 18
1 2
22 10
3 4
5 6 7 8 9
141312
16 15
17 21 20 19
SECTION/ELEVATION
100
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TE
C
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
JB
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES
L6.10
IRRIGATION DETAILS
N/A
C SCALE: DRIPLINE INSTALLATION N.T.S.
SCALE: E DRIPLINE- CENTER FEED PVC/DRIPLINE CONNECT SCALE: N.T.S. A WALL-MOUNT CONTROLLER / WIRELESS RAIN SENSOR N.T.S.
SECTION
NOTES:
A. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS
IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE
PLANTER AREAS BE BROUGHT TO SIX INCHES BELOW
FINISH GRADE, LEVELED, AND PROPERLY
COMPACTED AS PER THE LANDSCAPED DRAWINGS
PRIOR TO THE INSTALLATION OF THE TUBING.
B. INSTALL TUBING AS INDICATED ON THESE DRAWINGS
AND SECURE TO GRADE USING GALVANIZED WIRE
HOOP STAKES AT 4 O.C. SPACING.
6"
LEGEND
1. SHRUBS/GROUND COVER
2. MULCH LAYER, REFER
TO LANDSCAPE
DRAWINGS FOR TYPE
AND DEPTH
3. FINISH GRADE
4. AMENDED SOIL, REFER
TO LANDSCAPE
DRAWINGS FOR
SPECIFICATION
5. DRIPLINE TUBING
INSTALLATION: 6" BELOW
FINISH GRADE
6. GALVANIZED WIRE
STAKE, SPACE AT 4 FEET
O.C. ALONG ALL TUBING
1234
5 6
NOTES:
A. REFER TO LEGEND FOR MAXIMUM DRIPLINE TUBING SPACING.
B. LAY DEPTH FOR DRIPLINE SHALL BE 6 INCHES BELOW AMENDED SOIL FINISH GRADE.
C. INSTALL FIRST ROW OF DRIPLINE TUBING 6 INCHES FROM ANY HARDSCAPE EDGE. 6"
6"
1 4
1011
87 5
3 12
69 LEGEND
1. SHRUBS/GROUND COVER
2. 17mm BARB 90 ELBOW FITTING, REFER
TO LEGEND FOR SPECIFICATION
3. 1/2" BLANK POLY TUBING, REFER TO
LEGEND FOR SPECIFICATION
4. 1/2" MIPT x 17mm BARB ADAPTER, REFER
TO LEGEND FOR SPECIFICATION
5. PVC SCH 40 SST TEE/EL FITTING, LINE
SIZE X 1/2"
6. SITE SOIL
7. PVC SUPPLY / EXHAUST MANIFOLD
HEADER LATERAL LINE
8. SCREENED BACKFILL MATERIAL
9. SUB-GRADE
10. 17mm DRIPLINE TUBING, REFER TO
LEGEND FOR SPECIFICATION
11. AMENDED SOIL. REFER TO PLANTING
DRAWINGS FOR SPECIFICATION
12. FINISH GRADE
2 SECTION/ELEVATION
SECTION/ELEVATION
LEGEND
1. MULCH LAYER, REFER TO LANDSCAPE DRAWINGS FOR TYPE AND DEPTH
2. AMENDED SOIL, REFER TO LANDSCAPE DRAWINGS FOR SPECIFICATION
3. SUB-SURFACE DRIPLINE TUBING. REFER TO LEGEND FOR SPECIFICATION
4. 17mm BARB TEE x 3/4" THRD. FITTING. REFER TO LEGEND FOR SPECIFICATION
5. AMENDED SOIL / BACKFILL MATERIAL
6. 3/4" SCH 80 PVC NIPPLE. LENGTH AS REQUIRED
7. SCH 40 PVC TEE SxSxT, LINE SIZE BY 3/4"
8. PVC SUPPLY MANIFOLD HEADER LATERAL LINE
6"
2 3
4 6
87 6"
5 1
D SCALE: DRIPLINE- PVC / DRIPLINE MANIFOLD N.T.S.
4" DEPTH 13" OPEN DOOR WIDTH
7 NOTES:
A. MOUNT CONTROLLER LCD SCREEN AT EYE LEVEL.
B. FOR EASE OF INSTALLATION INTO A CONTROLLER, CONTRACTOR MAY INSTALL A JUNCTION BOX
AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER.
C. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 4O PVC CONDUIT FOR BELOW GRADE CONDITIONS.
D. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS.
E. INSTALL CONTROLLER IN A LOCATION TO MAXIMIZE WiFi MODULE RECEPTION.
F. CONTRACTOR SHALL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE FOR DETERMINATION OF EXACT WIRELESS RAIN SENSOR PLACEMENT LOCATION.
G. IT IS RECOMMENDED THAT THE WIRELESS CONTROLLER INTERFACE BE INSTALLED AWAY FROM
SOURCES OF ELECTRICAL INTERFERENCE (SUCH AS TRANSFORMERS, GENERATORS, PUMPS,
FANS, ELECTRICAL METER BOXES) AND METAL OBJECTS TO MAXIMIZE COMMUNICATION RANG 6 SECTION/ELEVATION
8 3
4 6
LEGEND
1. HUNTER PRO-HC OUTDOOR WALL MOUNT
CONTROLLER. SEE IRRIGATION PLAN FOR NUMBER
OF STATIONS FOR EACH LOT. SECURE TO WALL
WITH APPROPRIATE FASTENERS
2. HUNTER WIRELESS RAIN SENSOR CONTROLLER
INTERFACE. INSTALL ADJACENT TO CONTROLLER
3. HUNTER WIRELESS RAIN SENSOR. INSTALL SENSOR
UP TO 500' FROM CONTROLLER (LINE OF SIGHT).
PRACTICAL INSTALLATION - UP TO 200'
4. SUITABLE POST, POLE, OR ROOF GUTTER MOUNT.
MOUNT IN LOCATION WHERE SENSOR CAN RECEIVE
FULL SUN, IS OPEN TO RAINFALL AND OUT OF
SPRINKLER SPRAY PATTERN
5. FINISH GRADE
6. LOW VOLTAGE CONTROL WIRE IN RIGID PVC CONDUIT
WITH PVC ELECTRICAL SWEEP EL. SECURE TO WALL
WITH APPROPRIATE PIPE CLAMPS
7. 120v POWER SOURCE. INSTALL IN RIGID ELECTRICAL
CONDUIT WITH CONDUIT FOR ELECTRICAL POWER
PER LOCAL AND NATIONAL ELECTRICAL CODES.
SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS
8. 120 VOLT POWER SUPPLY J-BOX, BY OTHERS AS REQUIRED.
REFER TO ELECTRICAL PLAN
9. RIGID ELECTRICAL CONDUIT (1/2") FOR UNDERGROUND RUN
IF SPECIFIED, BY OTHERS. REFER TO ELECTRICAL PLAN
5 OUTDOOR WALL
9 1
53"+
SCALE: B RCV ASSEMBLY FOR OVERHEAD SYSTEMS N.T.S.
2" MIN.
2"
SECTION/ELEVATION
LEGEND
1. PVC LATERAL LINE PIPE TO ZONE
2. 3/4" CRUSHED GRAVEL, MIN. 5"-6" DEPTH
3. REMOTE CONTROL VALVE, REFER TO LEGEND FOR
SPECIFICATION
4. LANDSCAPE FABRIC
5. PVC SCH 40 MAINLINE TEE/EL FITTING
6. SOLID BRICK, NOMINAL SIZE (MIN. 4 REQ.)
7. PVC PIPE, MINIMUM PRESSURE RATING-315 PSI,
SIZE PER IMMEDIATE DOWNSTREAM RCV LATERAL
SIZE
8. PVC SCH 80 SS EL, SIZE PER #7
9. SCH 40 PVC MALE ADAPTER MIPT x SLIP, OR
REDUCING MA. THREAD SIZE PER RCV THREAD SIZE
10. RCV ISOLATION VALVE. RCV SIZE. REFER TO
LEGEND FOR TYPE
11. PVC SCH 80 TT UNION, (2 REQ), SIZE PER RCV. (MAY
SUBSTITUTE WITH DURA COUPLING MANIFOLD
SYSTEM, P/N 332-010, 332-015, 332-020. WHEN USED
SCH 80 UNIONS AND NIPPLES UPSTREAM AND
DOWNSTREAM OF RCV ARE NOT REQUIRED)
12. PVC SCH 80 PVC NIPPLE, RCV SIZE, MIN. LENGTH 3"
(2 REQ.)
13. FINISH GRADE
14. RAIN BIRD RECTANGULAR SPECIFICATION GRADE
VALVE BOX WITH BOLT DOWN 'T' COVER. HEAT
BRAND "RCV" AND ZONE # ON LID
15. CONTROL WIRES. PROVIDE 24" COIL OF WIRE AT
VALVE
16. CONTROL WIRE SPLICE CONNECTION
17. RCV ID TAG
1/2"
NOTES:
A. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.
B. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.
17 14 13
7 9
1 2 3 4
5678
15 11
6" MAX
2" MIN
10 12
16 101
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L ICENSED LANDSCAPE ARCH I TECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
JB
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES
L6.11
IRRIGATION DETAILS
N/A
NOTES:
A. DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. MAXIMUM
SPACING SHALL BE 14" APART FOR TURF AREAS. MAXIMUM
SPACING SHALL BE 18" APART FOR FLAT SHRUB AREAS. FOR
ADDITIONAL INFORMATION SEE RAIN BIRD DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACING.
B. INSTALL SUB-SURFCE TUBING MAXIMUM 3" FROM ANY
HARDSCAPE EDGE IN TURF AND 9" IN SHRUBS.
C. PLACE TIE DOWN STAKES EVERY 3' IN SAND, 4' IN LOAM, AND 5' IN CLAY.
D. MAXIMUM TUBING LENGTH OF RUN IN EITHER DIRECTION SHALL NOT EXCEED 150' FROM LATERAL PIPE SUPPLY MANIFOLD.
LEGEND
1. PVC EXHAUST HEADER
2. PVC SCH 40 FEMALE THRD
TEE (SSF) OR ELL (SF)
(TYPICAL)
3. BARB X MALE FITTING:
RAIN BIRD XFF-MA-XXX
FITTING (TYPICAL)
4. FLUSH VALVE (TYPICAL)
WITHIN 10" ROUND BOX
5. PERIMETER OF AREA
6. PERIMETER DRIPLINE PIPE
TO BE INSTALLED
7. ECO-ID ZONE OPERATION
INDICATOR
8. LATERAL PIPE SUPPLY
MANIFOLD WITHIN A 12"
TRENCH, PER PIPE DETAIL
9. CONNECTION FROM
SUPPLY MANIFOLD TO
DRIPLINE (TYPICAL)- SEE
INSET B
10. SUB-SURFACE DRIPLINE
TUBING: REFER TO LEGEND
FOR SPECIFICATION
11. GALVANIZED TIE-DOWN
STAKE, RAIN BIRD, MODEL
TDS-050. (TYPICAL)
12. BARB x FEMALE FITTING:
RAIN BIRD XFD-TFA-075 OR
XFF-TMA-050 WITH PVC
THREADED COUPLER
13. PVC SCH 80 NIPPLE, 6"
LENGTH FOR 12" LATERAL
PIPE TRENCH DEPTH
14. PVC SCH 40 TEE OR EL, SxF
INSET B
PLAN VIEW/SECTION
SEE
NOTE 'B'
1 5
3 4
2 2
56 7
9 12 13
14 1
10 NOTES:
A. DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. MAXIMUM SPACING SHALL BE 14" APART FOR TURF AREAS. MAXIMUM SPACING SHALL BE 18" APART FOR FLAT SHRUB AREAS. FOR ADDITIONAL INFORMATION SEE RAIN BIRD DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACING.
B. INSTALL SUB-SURFCE TUBING MAXIMUM 3" FROM ANY HARDSCAPE EDGE IN TURF AND 9" IN SHRUBS.
C. PLACE TIE DOWN STAKES EVERY 3' IN SAND, 4' IN LOAM, AND 5' IN CLAY.
D. MAXIMUM TUBING LENGTH OF RUN SHALL NOT EXCEED 150' FROM LATERAL PIPE SUPPLY MANIFOLD.
LEGEND
1. PVC EXHAUST HEADER
2. PVC SCH 40 TEE OR ELL (TYPICAL)
3. BARB X MALE FITTING: RAIN BIRD
XFF-MA-XXX FITTING (TYPICAL)
4. FLUSH VALVE (TYPICAL) WITHIN 10"
ROUND BOX
5. PERIMETER OF AREA
6. PERIMETER DRIPLINE PIPE TO BE
INSTALLED
7. SUB-SURFACE DRIPLINE TUBING:
REFER TO LEGEND FOR
SPECIFICATION
8. GALVANIZED TIE-DOWN STAKE, RAIN
BIRD, MODEL TDS-050. (TYPICAL)
9. SUPPLY HEADER
10. ECO-ID ZONE OPERATION
INDICATOR
11. LATERAL PIPE SUPPLY MANIFOLD
WITHIN A 12" TRENCH, PER PIPE
DETAIL
PLAN VIEW/SECTION
SEE
NOTE 'B'
1 5
3 4
2 2
56 7
9 8
11 8
10 11
D SCALE: FERTIGATION INJECTOR ASSEMBLY SCALE: N.T.S.
A DRIPLINE- END FEED LAYOUT N.T.S.
SCALE: E FERTIGATION INJECTOR W/ BYPASS
C SCALE: N.T.S. QF DRIPLINE HEADER-LAYOUT AROUND TREE SCALE: N.T.S. B DRIPLINE- CENTER FEED LAYOUT N.T.S. 2"
NOTES:
A. INSTALL PVC SCH 80 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER INSTALLATION ABOVE MAINLINE DEPTH ON UPSTREAM AND DOWNSTREAM SIDE.
B. ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY.
C. CONTACT EZ-FLO REPRESENTATIVE, DARIN BRASCH, (916) 652-7748x12 FOR ADDITIONAL INSTALLATION INFORMATION.
D. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.
E. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1/2" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.
SECTION/ELEVATION
1/2"
LEGEND
1. RAIN BIRD RECTANGULAR SPECIFICATION GRADE
VALVE BOX WITH BOLT DOWN 'T' COVER. REFER TO LEGEND
FOR SPECIFICATION. USE INVERTED VALVE BOX OF SAME
SIZE AS REQUIRED FOR EXTENSION. INSTALL SIZE AS
REQUIRED TO ALLOW FOR MAINTENANCE OF INJECTOR.
HEAT BRAND "FERT" ON LID
2. EZ FLO SHUT OFF VALVES
3. PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB
4. FERTIGATION SYSTEM INJECTION TANK, REFER TO LEGEND
FOR MODEL AND GALLON CAPACITY
5. FERTILIZER OUT - CONNECT CLEAR TUBE TO GREEN
CONNECTIONS ON PROPORTIONING CAP AND
COUPLING
6. 1/4" TUBING CLAMP - BOTH THE GREEN AND BLUE
COUPLING TUBING CONNECTIONS
7. SUPPORT BRICKS, (MIN. 6 REQ.)8. 3/4" CRUSHED GRAVEL, MIN. 8" IN DEPTH
9. LANDSCAPE FABRIC
10. MAINLINE PIPE, SEE LEGEND FOR SIZE AND TYPE11. RECTANGULAR VALVE BOX EXTENSION
12. EZ BALL VALVE INJECTION COUPLING CONNECTOR -
INSTALL ACCORDING TO WATER FLOW DIRECTION
ARROW
13. WATER IN - CONNECT BLACK TUBE TO BLUE
CONNECTIONS ON PROPORTIONING CAP AND
COUPLING
14. TOP OF MULCH LAYER. REFER TO PLANTING
SPECIFICATIONS FOR DEPTH
LEGEND
1. PVC SCH 80 TEE FITTING, MAINLINE SIZE,
TYP.
2. PVC MAINLINE. REFER TO LEGEND FOR
TYPE
3. PVC SCH 80 TEE SLIP FITTING, TYP.
4. 12" STANDARD RECTANGULAR
SPECIFICATION GRADE VALVE BOX. HEAT
BRAND "BV" ON LID. TYP.
5. 1/4" "FERTILIZER OUT" TUBE
6. EZ-FLO BALL VALVE COUPLING
CONNECTOR, CBV-XXX. MAINLINE SIZE
7. EZ-FLO FERTILIZER INJECTOR UNIT,
REFER TO LEGEND FOR MODEL AND SIZE
8. 1/4" "WATER IN" TUBE
9. RECTANGULAR SPECIFICATION GRADE
VALVE BOX. HEAT BRAND "FERT" ON LID.
REFER TO LEGEND FOR SPECIFICATION.
FIT FERTILIZER UNIT WITHIN FOR EASY
REMOVAL. MINIMUM 3" CLEARANCE ON
ALL SIDES OF UNIT
10. LASCO FULL BLOCK TRUE UNION PVC
BALL VALVE WITH TEFLON SEATS AND
EPDM O-RINGS, MODEL VXX101N.
MAINLINE SIZE. (3 REQ.)
11. WATER FLOW DIRECTION
12. IRRIGATION MAINLINE FROM P.O.C. /
BACKFLOW ASSEMBLY. REFER TO PLAN
FOR MAINLINE SIZE. REFER TO LEGEND
FOR TYPE
13. PVC SCH 80 EL FITTING, TYP.
2 3 2 1
14 11
10 13
12 4
5 6
7 8 9
1 2
3 4
7 5
6 8
9 101112
13 PVC
LATERAL
PIPE
BURIAL
DEPTH
6" SOIL
COVER
INSET B
19 5
10 18 9
6 TREE
TRUNK
10 17
11 6
SEE
NOTE 'C
9 7 4
7 8
5 17
13 SEE
NOTE 'C'
19 11
17 15
5 INSET A
INSET A
12 NOTES:
A. DETAIL DESCRIBES QF MANIFOLD LAYOUT. USE SAME DESIGN INTENT OF ROUTED AROUND TREES FOR ANY PVC MANIFOLD LAYOUT.
B. QF-MANIFOLD SHALL ALWAYS BE INSTALLED AT DEPTH TO ACCOMMODATE THE 6" INSTALLATION DEPTH FOR DRIPLINE TUBING.
C. DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. MAXIMUM SPACING SHALL BE 12" APART FOR TURF AREAS. MAXIMUM SPACING SHALL BE 18" APART FOR FLAT SHRUB AREAS.
D. INSTALL SUB-SURFCE TUBING MAXIMUM 3" FROM ANY HARDSCAPE EDGE IN TURF AND 9" IN SHRUBS.
E. AIR RELEASE / VACUUM VALVE WHERE SHOWN IS DIAGRAMMATIC ONLY. PLACE AT HIGHEST POINT IN AREA FOR PROPER VACUUM RELEASE ACTION.
PLAN VIEW
2 16
1 LEGEND
1. FLUSH VALVE (TYPICAL) WITHIN 7" ROUND BOX.
REFER TO LEGEND FOR SPECIFICATION
2. AIR RELIEF VALVE: RAIN BIRD, MODEL ARV050,
WITHIN 7" ROUND VALVE BOX. CONNECTED TO
QF MANIFOLD. LOCATION AS SHOWN IS
DIAGRAMMATIC ONLY
3. PVC EXHAUST HEADER
4. BARB X MALE FITTING: RAIN BIRD XFF-MA-XXX
FITTING (TYPICAL)
5. RAIN BIRD QF-DRIPLINE HEADER:
-USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS
9 GPM OR LESS
-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS
10 GPM TO 15 GPM
6. QF DRIPLINE PRE-NSTALLED BARB FITTING
7. PVC SCH 40 THREADED TEE OR ELL (TYPICAL)
8. EDGE OF SIDEWALK / HARDSCAPE
9. PVC SCH 40 EL. SIZE PER QF MANIFOLD SIZE
10. PVC SCH 40 PIPE. SIZE PER QF DRIPLINE
HEADER
11. 'DG' COVER OR OTHER PERMEABLE SURFACE.
SEE LANDSCAPE PLANS
12. PVC INSERT ADAPTER (BARB X SOC), SPEARS,
MODEL 474-007 OR 474-010. SIZED TO FIT
SUPPLY PIPE (3/4" OR 1") (TYP.)
13. PVC PIPE FROM RCV OR ADJACENT ZONE
SECTION (SIZED TO MEET LATERAL FLOW
DEMAND, REFER TO PLAN FOR SIZE). INSTALL
PVC PIPE AT DEPTH PER PIPE DETAIL OR
SPECIFICATION
14. PVC SUPPLY HEADER
15. SUB-SURFACE DRIPLINE TUBING: REFER TO
LEGEND FOR SPECIFICATION
16. AIR RELIEF VALVE: RAIN BIRD, MODEL ARV050,
WITHIN 7" ROUND VALVE BOX. CONNECTED TO
PVC PIPE MANIFOLD. LOCATION AS SHOWN IS
DIAGRAMMATIC ONLY
17. PVC CAP. SPEARS, MODEL 447-007 OR 447-010.
SIZED TO FIT INSERT ADAPTER (3/4" OR 1"). SEE
INSET 'A'
18. PCV INSERT MALE ADAPTER, SPEARS, MODEL
4XX-007 OR 4XX-010. SIZED TO FIT EL
19. STAINLESS STEEL CLAMP, OETIKER OR
MURRAY
15 3
14 5
INSET B
102
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TE
C
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
JB
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES
L6.12
IRRIGATION DETAILS
N/A
SCALE: B DRIPLINE- END FEED LAYOUT W/ RAIN BIRD QF HEADER SCALE: N.T.S. A DRIPLINE- CENTER FEED LAYOUT W/ RAIN BIRD QF HEADER N.T.S.
INSET C INSET B
INSET A
SEE
NOTE 'E'
PLAN VIEW/SECTION
INSET A
LEGEND
1. PVC INSERT REDUCING TEE, SPEARS, MODEL 1402-101 OR
1402-130. (X" x 1/2") SIZED TO FIT QF DRIPLINE HEADER
2. STAINLESS STEEL CLAMP, OETIKER OR MURRAY TYPE
3. FLUSH VALVE ASSEMBLY WITHIN 7" ROUND BOX. (INSTALLATION FOR TURF ZONE, TYP.) REFER TO LEGEND FOR SPECIFICATION
4. PVC 1/2" MALE ADAPTER (MIPTXSOC), SPEARS, MODEL 436-005
5. RAIN BIRD 'QF' DRIPLINE EXHAUST HEADER:
-USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS LESS THAN 12 GPM
-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 12 GPM TO 22 GPM
6. PRE-INSTRALLED BARB FITTING (TYP.)
7. PVC INSERT PLUG. SPEARS, MODEL 1449-007 OR 1449-010. SIZED TO FIT QF DRIPLINE HEADER. SEE INSET 'A'
8. EDGE OF PERIMETER (PLANTER) AREA
9. PERIMETER DRIPLINE TO BE INSTALLED MAXIMUM OF 3" FROM EDGE OF PERIMETER IN TURF AND 9" FROM EDGE OF
PERIMETER IN SHRUB AREA
10. PVC INSERT MALE ADAPTER (BARB X SOC), SPEARS, MODEL 474-007 (3/4") OR 474-010 (1"). SIZED TO FIT QF DRIPLINE HEADER
11. PVC SUPPLY PIPE FROM RCV (SIZED TO MEET LATERAL FLOW DEMAND, REFER TO PLAN FOR SIZE). INSTALL AT PVC LATERAL
PIPE DEPTH PER SPECIFICATIONS
12. BARB INSERT FITTING: RAIN BIRD, XFF-TEE. SEE INSET 'A'
13. RAIN BIRD 'QF' DRIPLINE SUPPLY HEADER:
-USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS 6 GPM OR LESS -USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 7 GPM TO 11 GPM
14. SUB-SURFACE DRIPLINE TUBING. REFER TO LEGEND FOR
SPECIFICATION
15. GALVANIZED TIE-DOWN STAKE, RAIN BIRD, MODEL TDS-050. (TYPICAL) REFER TO LEGEND FOR SPACING
16. FLUSH VALVE ASSEMBLY WITHIN 7" ROUND BOX. (INSTALLATION IN SHRUB PLANTER, TYP.) REFER TO LEGEND FOR
SPECIFICATION
17. PVC SCH 40 REDUCER BUSHING (1"x1/2" or 3/4"x1/2")
18. PVC PIPE TO FLUSH VALVE ASSEMBLY. REFER TO FV ASSEMBLY
DETAIL FOR ASSEMBLY CONSTRUCTION
19. PVC SCH 40 ELL (TYP.)
20. ECO-ID ZONE OPERATION INDICATOR
5 5
7 6
89 101214
7 7
14 13 6
13 10
15 INSET E
INSET B
SEE
NOTE 'C'
PLAN VIEW/SECTION
2 10
4 7891
14 1
14 5 15
94 9
13 INSET BINSET C
INSET E
1 PVC
LATERAL
PIPE
BURIAL
DEPTH
6" SOIL
COVER
INSET E
14 2
7 6
17 6
LEGEND
1. PVC INSERT PLUG. SPEARS, MODEL 1449-007 OR 1449-010.
SIZED TO FIT QF DRIPLINE HEADER. SEE INSET 'A'
2. RAIN BIRD QF DRIPLINE SUPPLY HEADER:
-USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS 6 GPM OR
LESS
-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 7 GPM TO 11
GPM
3. PVC INSERT REDUCING TEE, SPEARS, MODEL 1402-101 OR
1402-130. (X" X 1/2") SIZED TO FIT QF DRIPLINE HEADER
4. PRE-INSTRALLED BARB FITTING (TYP.)
5. PVC INSERT MALE ADAPTER (BARB x SOC), SPEARS, MODEL
474-007 (3/4") or 474-010 (1"). SIZED TO FIT DRIPLINE HEADER
6. PVC SUPPLY PIPE FROM RCV (SIZED TO MEET LATERAL FLOW DEMAND, REFER TO PLAN FOR SIZE). INSTALL AT PVC
LATERAL PIPE DEPTH PER SPECIFICATION
7. EDGE OF PERIMETER (PLANTER) AREA
8. PERIMETER DRIPLINE TO BE INSTALLED MAXIMUM OF 3" FROM EDGE OF PERIMETER IN TURF AND 9" FROM EDGE OF
PERIMETER IN SHRUB AREAS
9. SUB-SURFACE DRIPLINE TUBING. REFER TO LEGEND FOR
SPECIFICATION
10. QF-MANIFOLD EXHAUST HEADER:
-USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS LESS THAN 10 GPM
-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 11 GPM TO 15
GPM
11. FLUSH VALVE ASSEMBLY (TYP.) WITHIN 7" ROUND BOX.
(INSTALLATION FOR TURF ZONE, TYP.) REFER TO LEGEND
FOR SPECIFICATION
12. FLUSH VALVE ASSEMBLY WITHIN 7" ROUND BOX.
(INSTALLATION IN SHRUB PLANTER, TYP.) REFER TO LEGEND
FOR SPECIFICATION
13. GALVANIZED TIE-DOWN STAKE, RAIN BIRD, MODEL TDS-050.
REFER TO LEGEND FOR SPACING
14. STAINLESS STEEL CLAMP, OETIKER OR MURRAY TYPE
15. PVC REDUCER BUSHING, SPEARS, MODEL 437-101 or 437-130.
SIZED TO FIT INSERT ADAPTER (3/4"x1/2" or 1"x1/2")
16. 1/2" PVC PIPE TO FLUSH VALVE ASSEMBLY. REFER TO FV
ASSEMBLY DETAIL FOR ASSEMBLY CONSTRUCTION
17. PVC SCH 40 ELL (TYP.)
18. ECO-ID ZONE OPERATION INDICATOR
4 5
16 2 10 17
14 INSET C
18 2
7 14
6 INSET B
NOTES:
A. RAIN BIRD 'QF' DRIPLINE HEADER -USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS 6 GPM OR LESS.
B. RAIN BIRD 'QF' DRIPLINE HEADER-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 7 GPM TO 11 GPM MAXIMUM FLOW. FOR ZONES HIGHER THAN 11 GPM, UP TO 21 GPM FLOW THE USE OF TWO HEADERS INSTALLED IN PARALLEL ARE REQUIRED, OR USE 1-1/4" PVC PIPE. HIGHER FLOW THAN 21 GPM USE 1-1/2" PVC PIPE.
C. QF-DRPLINE HEADER SHALL ALWAYS BE INSTALLED AT DEPTH TO ACCOMMODATE THE 6" INSTALLATION DEPTH FOR THE SUB-SURFACE DRIPLINE TUBING.
D. DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. MAXIMUM SPACING SHALL BE 12" APART FOR TURF AREAS. MAXIMUM SPACING SHALL BE 18" APART FOR FLAT SHRUB AREAS.
E. INSTALL SUB-SURFCE TUBING MAXIMUM 3" FROM ANY HARDSCAPE EDGE IN TURF AND 9" IN SHRUBS.
F. AIR RELEASE / VACUUM VALVE WHERE SHOWN IS DIAGRAMMATIC ONLY. CONTRACTOR MUST INSTALL AT HIGHEST POINT IN ZONE SECTION AREA FOR PROPER VACUUM RELEASE ACTION.
G. MAXIMUM TUBING LENGTH OF RUN IN EITHER DIRECTION OF SUPPLY MANIFOLD SHALL NOT EXCEED 150' FROM SUPPLY MANIFOLD.
1 4
2 3
3 1
16 11
INSET D
2 14
INSET D
4 1718
1 PVC
LATERAL
PIPE
BURIAL
DEPTH
6" SOIL
COVER
INSET E
2 13
11 10
19 6
NOTES:
A. RAIN BIRD 'QF' DRIPLINE HEADER -USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS 6 GPM OR LESS.
B. RAIN BIRD 'QF' DRIPLINE HEADER-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 7 GPM TO 11 GPM MAXIMUM FLOW. FOR ZONES HIGHER THAN 11 GPM, UP TO 21 GPM FLOW THE USE OF TWO HEADERS INSTALLED IN PARALLEL ARE REQUIRED, OR USE 1-1/4" PVC PIPE. HIGHER FLOW THAN 21 GPM USE 1-1/2" PVC PIPE.
C. QF-DRPLINE HEADER SHALL ALWAYS BE INSTALLED AT DEPTH TO ACCOMMODATE THE 6" INSTALLATION DEPTH FOR THE SUB-SURFACE DRIPLINE TUBING.
D. DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. MAXIMUM SPACING SHALL BE 12" APART FOR TURF AREAS. MAXIMUM SPACING SHALL BE 18" APART FOR FLAT SHRUB AREAS.
E. INSTALL SUB-SURFCE TUBING MAXIMUM 3" FROM ANY HARDSCAPE EDGE IN TURF AND 9" IN SHRUBS.
F. AIR RELEASE / VACUUM VALVE WHERE SHOWN IS DIAGRAMMATIC ONLY. CONTRACTOR MUST INSTALL AT HIGHEST POINT IN ZONE SECTION AREA FOR PROPER VACUUM RELEASE ACTION.
G. MAXIMUM TUBING LENGTH OF RUN IN EITHER DIRECTION OF SUPPLY MANIFOLD SHALL NOT EXCEED 200' FROM SUPPLY MANIFOLD.
INSET D INSET C
12 11
14 9
INSET D
5 1516
3 4
3 3
16 20 1 18
103
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L ICENSED LANDSCAPE ARCH I TECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.
BIOLOGY REVIEW REVISION
L6.13
IRRIGATION SPECIFICATIONS
N/A
SECTION 02810
IRRIGATION SYSTEM
PART 1 - GENERAL
1.1 DESCRIPTION OF WORK
A. FURNISH ALL MATERIALS, LABOR,
TRANSPORTATION, SERVICES, AND EQUIPMENT
NECESSARY TO INSTALL LANDSCAPE
IRRIGATION AS SHOWN ON THE DRAWINGS AND
AS SPECIFIED HEREIN.
1.2 DEFINITIONS
A. THE OWNER'S AUTHORIZED REPRESENTATIVE
IN THIS SECTION WILL REFER TO THE
LANDSCAPE ARCHITECT.
1.3 REQUIREMENTS OF REGULATORY AGENCIES
A. ALL LOCAL, MUNICIPAL AND STATE LAWS, AND
RULES AND REGULATIONS GOVERNING ORRELATING TO ANY PORTION OF THIS WORK AREHEREBY INCORPORATED INTO AND MADE A
PART OF THIS SPECIFICATION, AND ITSPROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THIS
SPECIFICATION SHALL NOT BE CONSTRUED TO
CONFLICT WITH ANY OF THE ABOVE RULES AND
REGULATIONS OR REQUIREMENTS OF THE
SAME. HOWEVER, WHEN THE DRAWINGS ANDSPECIFICATIONS CALL FOR OR DESCRIBE
MATERIALS, WORKMANSHIP, OR
CONSTRUCTION OF A BETTER QUALITY, HIGHER
STANDARD, OR LARGER SIZE THAN IS
REQUIRED BY THE ABOVE RULES ANDREGULATIONS, THE PROVISIONS OF THE DRAWINGS AND SPECIFICATIONS SHALL TAKEPRECEDENCE.
1.4 QUALITY CONTROL
A. MANUFACTURER'S DIRECTIONS
1. THE MANUFACTURER'S DIRECTIONS AND
DRAWINGS SHALL BE FOLLOWED IN ALL
CASES WHERE THE MANUFACTURERS OF
ARTICLES USED IN THIS SPECIFICATION,
FURNISH DIRECTIONS COVERING POINTS
NOT SHOWN IN THE DRAWINGS AND
SPECIFICATIONS.
B. PERMITS, FEES, BONDS AND INSPECTIONS
1. THE CONTRACTOR SHALL PAY FOR ANY
AND ALL PERMITS, FEES, BONDS AND
INSPECTIONS NECESSARY TO PERFORM
AND COMPLETE HIS PORTION OF THE
WORK.
C. EXPLANATION OF THE DRAWINGS
1. DUE TO THE SCALE OF THE DRAWINGS, IT
IS NOT POSSIBLE TO INDICATE ALL
OFFSETS, FITTINGS, SLEEVES, ETC. WHICH
MAY BE REQUIRED. THE CONTRACTOR
SHALL CAREFULLY INVESTIGATE THESTRUCTURAL AND FINISHED CONDITIONS
AFFECTING ALL OF HIS WORK AND PLAN
HIS WORK ACCORDINGLY, FURNISHING
SUCH FITTINGS, ETC. AS MAY BE REQUIRED
TO MEET SUCH CONDITIONS. THE
DRAWINGS ARE DIAGRAMMATIC ONLY AND
ARE INDICATIVE OF THE WORK TO BE
INSTALLED. THE WORK SHALL BEINSTALLED IN SUCH A MANNER AS TO
AVOID CONFLICTS BETWEEN IRRIGATION
SYSTEMS, PLANTING, AND ARCHITECTURAL
FEATURES.
2. ALL WORK CALLED FOR ON THE DRAWINGS
BY NOTES OR DETAILS SHALL BE
FURNISHED AND INSTALLED WHETHER OR
NOT SPECIFICALLY MENTIONED IN THIS
SPECIFICATION.
3. THE CONTRACTOR SHALL NOT WILLFULLY
INSTALL THE IRRIGATION SYSTEM AS
SHOWN ON THE DRAWINGS WHEN IT ISOBVIOUS IN THE FIELD THATOBSTRUCTIONS, GRADE DIFFERENCES OR
DISCREPANCIES IN AREA DIMENSIONS
EXIST THAT MIGHT NOT HAVE BEEN
CONSIDERED IN ENGINEERING. SUCH
OBSTRUCTIONS OR DIFFERENCES SHOULD
BE BROUGHT TO THE ATTENTION OF THE
OWNER'S AUTHORIZED REPRESENTATIVE.
IN THE EVENT THIS NOTIFICATION IS NOT
PERFORMED, THE CONTRACTOR SHALL
ASSUME FULL RESPONSIBILITY FOR ANY
REVISIONS.
1.5SUBMITTALS
A. MATERIALS LIST
1. THE CONTRACTOR SHALL FURNISH THE
ARTICLES, EQUIPMENT, MATERIALS, OR
PROCESSES SPECIFIED BY NAME IN THEDRAWINGS AND SPECIFICATIONS. NO
SUBSTITUTION WILL BE ALLOWED WITHOUT
PRIOR WRITTEN APPROVAL BY THE
OWNER'S AUTHORIZED REPRESENTATIVE.
2. COMPLETE MATERIAL LIST SHALL BE
SUBMITTED PRIOR TO PERFORMING ANY
WORK. MATERIAL LIST SHALL INCLUDE THE
MANUFACTURER, MODEL NUMBER ANDDESCRIPTION OF ALL MATERIALS AND EQUIPMENT TO BE USED. ALTHOUGH
MANUFACTURER AND OTHER INFORMATIONMAY BE DIFFERENT, THE FOLLOWING IS A GUIDE TO PROPER SUBMITTAL FORMAT:
ITEM NO. DESCRIPTION
MANUFACTURER MODEL NO.
1. BACKFLOW ASSEMBLYFEBCO 825Y
2. GATE VALVE NIBCO T-113
3. ETC. ETC. ETC.
THE IRRIGATION SUBMITTAL LIST MUST BE
SPECIFIC AND COMPLETE. ALL ITEMS MUST BE
LISTED AND SHOULD INCLUDE
SOLVENT/PRIMER, WIRE, WIRE CONNECTORS,
VALVE BOXES, ETC. NO COPIES OF
MANUFACTURER'S LITERATURE (CATALOG
CUTS) ARE REQUIRED AS SUBMITTAL
INFORMATION.
3. THE CONTRACTOR MAY SUBMIT
SUBSTITUTIONS FOR EQUIPMENT AND
MATERIALS LISTED ON THE DRAWINGS BY
FOLLOWING PROCEDURES AS OUTLINED IN
SECTION 1.6 OF THIS SPECIFICATION.
4. EQUIPMENT OR MATERIALS INSTALLED OR
FURNISHED WITHOUT PRIOR APPROVAL OF
THE OWNER'S AUTHORIZED
REPRESENTATIVE MAY BE REJECTED AND
THE CONTRACTOR REQUIRED TO REMOVE
SUCH MATERIALS FROM THE SITE AT NOCOST TO THE OWNER.
5. APPROVAL OF ANY ITEM, ALTERNATE OR
SUBSTITUTE INDICATES ONLY THAT
THEPRODUCT OR PRODUCTS APPARENTLY
MEET THE REQUIREMENTS OF THEDRAWINGS AND SPECIFICATIONS ON THEBASIS OF THE INFORMATION OR SAMPLES SUBMITTED.
6. MANUFACTURER'S WARRANTIES SHALL
NOT RELIEVE THE CONTRACTOR OF HISLIABILITY UNDER THE GUARANTEE. SUCH
WARRANTIES SHALL ONLY SUPPLEMENT
THE GUARANTEE.
B. RECORD DRAWINGS OR "AS-BUILTS"
1. THE CONTRACTOR SHALL PROVIDE AND
KEEP UP TO DATE AT ALL TIMES, A
COMPLETE RECORD SET "AS-BUILTS" OF
BLUE LINE OZALID PRINTS WHICH SHALL BE
CORRECTED DAILY AND SHOW EVERYCHANGE FROM THE ORIGINAL DRAWINGS
AND SPECIFICATIONS AND THE EXACT
INSTALLED LOCATIONS, SIZES, AND KINDS
OF EQUIPMENT. PRINTS FOR THIS
PURPOSES MAY BE OBTAINED FROM THE
OWNER'S AUTHORIZED REPRESENTATIVE
AT THE CONTRACTOR'S COST. "AS-BUILTS"
SHALL BE KEPT ON THE SITE AND SHALL BE
USED ONLY AS A RECORD SET.
2. "AS-BUILTS" SHALL ALSO SERVE AS WORK
PROGRESS SHEETS AND SHALL BE THEBASIS FOR MEASUREMENT AND PAYMENT FOR WORK COMPLETED. "AS-BUILTS" SHALL
BE AVAILABLE AT ALL TIMES FOR
OBSERVATION AND SHALL BE KEPT IN A
LOCATION EASILY ACCESSIBLE TO THE
OWNER'S AUTHORIZED REPRESENTATIVE.SHOULD THE "AS-BUILT" PROGRESSSHEETS NOT BE AVAILABLE FOR REVIEWOR NOT CURRENT AT THE TIME OF ANYSITE VISIT BY THE OWNER'S AUTHORIZED
REPRESENTATIVE, IT WILL BE ASSUMED NO
WORK HAS BEEN COMPLETED AND THE
CONTRACTOR WILL BE ASSESSED THECOST OF THAT SITE VISIT AT THE CURRENT
BILLING RATE OF THE OWNER'S
AUTHORIZED REPRESENTATIVE. NO OTHER
SITE OBSERVATIONS SHALL TAKE PLACE
WITHOUT PRIOR PAYMENT OF THIS
ASSESSMENT.
3. THE CONTRACTOR SHALL MAKE NEAT AND
LEGIBLE NOTATIONS ON THE "AS-BUILT"PROGRESS SHEETS DAILY AS THE WORKPROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. FOR EXAMPLE,
SHOULD A PIECE OF EQUIPMENT BE
INSTALLED IN A LOCATION THAT DOES NOT
MATCH THE DRAWINGS, THE CONTRACTORMUST INDICATE THAT EQUIPMENT HASBEEN RELOCATED IN A GRAPHIC MANNER
SO AS TO MATCH THE ORIGINAL SYMBOLS
AS INDICATED IN THE IRRIGATION LEGEND.
THE RELOCATED EQUIPMENT AND
DIMENSIONS WILL THEN BE TRANSFERRED
TO THE ORIGINAL "AS-BUILTS" AT THE
PROPER TIME.
4. BEFORE THE DATE OF THE FINAL
WALKTHROUGH, THE CONTRACTOR SHALL
TRANSFER ALL INFORMATION FROM THE
"AS-BUILT" PRINTS TO SEPIA MYLAR PLANS
PROCURED FROM THE OWNER'S
AUTHORIZED REPRESENTATIVE AT THE
CONTRACTOR'S COST. ALL DRAFTINGSHALL BE DONE WITH WATERPROOF
TECHNICAL PEN INK AND APPLIED TO THE
SEPIA MYLAR BY TECHNICAL DRAFTING
PENS MADE EXPRESSLY FOR USE ONMYLAR SURFACES. DIMENSIONS SHALL BE
MADE ON THE SEPIA MYLAR SO AS TO BEEASILY READABLE EVEN ON THE FINAL IRRIGATION CONTROLLER CHART. THE
ORIGINAL SEPIA MYLAR "AS-BUILTS" SHALL
BE SUBMITTED TO THE OWNER'S
AUTHORIZED REPRESENTATIVE FORAPPROVAL PRIOR TO THE MAKING OF THE IRRIGATION CONTROLLER CHARTS.
5. THE CONTRACTOR SHALL DIMENSION FROM
TWO (2) PERMANENT POINTS OF
REFERENCE, BUILDING CORNERS,
SIDEWALK, OR ROAD INTERSECTIONS, ETC.,
THE LOCATION OF THE FOLLOWING ITEMS:
a. CONNECTION TO EXISTING WATER
LINES.
b. CONNECTION TO EXISTING
ELECTRICAL POWER.
c. GATE VALVES.d. ROUTING OF SPRINKLER PRESSURE
LINES.
e. SPRINKLER CONTROL VALVES.
f. ROUTING OF CONTROL WIRING.
g. QUICK COUPLING VALVES.
h. BACKFLOW PREVENTER.i. OTHER RELATED EQUIPMENT.
6. ON OR BEFORE THE DATE OF THE FINAL
WALKTHROUGH, THE CONTRACTOR SHALL
DELIVER THE CORRECTED AND
COMPLETED SEPIA MYLAR "AS-BUILTS" TO
THE OWNER'S AUTHORIZED
REPRESENTATIVE. DELIVERY OF THE
SEPIA "AS-BUILTS" WILL NOT RELIEVE THECONTRACTOR OF THE RESPONSIBILITY OF
FURNISHING REQUIRED INFORMATION
THAT MAY BE OMITTED FROM THE
"AS-BUILTS."
C. IRRIGATION CONTROLLER CHARTS
1. "AS-BUILT" DRAWINGS SHALL BE
APPROVED BY THE OWNER'S AUTHORIZED
REPRESENTATIVE BEFORE IRRIGATION
CONTROLLER CHARTS ARE PREPARED.
2. PROVIDE ONE IRRIGATION CONTROLLER
CHART FOR EACH IRRIGATIONCONTROLLER SUPPLIED.
3. EACH IRRIGATION CONTROLLER CHART
SHALL SHOW THE AREA CONTROLLED BY
THAT IRRIGATION CONTROLLER AND SHALL
BE THE MAXIMUM SIZE OF WHICH THE
IRRIGATION CONTROLLER DOOR WILL
ALLOW.
4. THE IRRIGATION CONTROLLER CHART IS TO
BE A REDUCED DRAWING OF THE ACTUAL
INSTALLED IRRIGATION SYSTEM. IN THE
EVENT THAT THE IRRIGATION CONTROLLER
CHART IS NOT LEGIBLE WHEN THE CHART
IS REDUCED, IT MAY BE ENLARGED TO A
SIZE THAT WILL BE READABLE WHEN
REDUCED.
5. THE IRRIGATION CONTROLLER CHART
SHALL BE A 11" X 17" XEROX BOND
REDUCTION WITH EACH VALVE STATIONREPRESENTED BY A DIFFERENT COLOR.
6. WHEN COMPLETED, HERMETICALLY SEAL
THE IRRIGATION CONTROLLER CHART
BETWEEN TWO PIECES OF 3 MIL PLASTIC
WITH A 1/8" EDGE OVERLAP.
7. IRRIGATION CONTROLLER CHARTS SHALL
BE COMPLETED AND APPROVED BY THE
OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO THE FINAL WALK-THROUGH.
D. OPERATION AND MAINTENANCE MANUALS
1. PREPARE AND DELIVER TO THE OWNER'S
AUTHORIZED REPRESENTATIVE WITHIN 10
CALENDAR DAYS PRIOR TO COMPLETIONOF IRRIGATION INSTALLATION, TWO (2) - 3
RING HARD COVER BINDERS EACH
CONTAINING THE FOLLOWING
INFORMATION:
a. INDEX SHEETS STATING THE
CONTRACTOR'S ADDRESS AND
TELEPHONE NUMBER AND A LIST OF
EQUIPMENT WITH THE NAME AND
ADDRESSES OF LOCAL
MANUFACTURER'S REPRESENTATIVES.
b. CATALOG AND PART SHEETS ON
EVERY MATERIAL AND EQUIPMENT
INSTALLED UNDER THIS CONTRACT.
c. GUARANTEE STATEMENT.d. COMPLETE OPERATING AND
MAINTENANCE INSTRUCTION ON ALLMAJOR EQUIPMENT.
2. IN ADDITION TO THE ABOVE MENTIONED
MAINTENANCE MANUAL, PROVIDE THE
OWNER WITH ON-SITE INSTRUCTIONS FOR
MAJOR EQUIPMENT AND SHOW EVIDENCE
IN WRITING TO THE OWNER'S AUTHORIZED
REPRESENTATIVE AT THE CONCLUSION OF
THE PROJECT THAT THIS SERVICE WAS
RENDERED.
E. EQUIPMENT TO BE FURNISHED
1. SUPPLY AS A PART OF THIS CONTRACT THE
FOLLOWING TOOLS:
a. TWO (2) SETS OF SPECIAL TOOLS
REQUIRED FOR REMOVING,DISASSEMBLING AND ADJUSTING EACH
TYPE OF SPRINKLER AND VALVE
SUPPLIED ON THE PROJECT.
b. TWO (2) FIVE-FOOT VALVE KEYS FOR
OPERATION OF GATE VALVES.
c. TWO (2) KEYS FOR EACH AUTOMATIC
CONTROLLER AND IRRIGATIONCONTROLLER ENCLOSURE.
d. ONE (1) QUICK COUPLER KEY AND
MATCHING HOSE SWIVEL FOR EVERY
FIVE (5), OR FRACTION THEREOF, OF
EACH TYPE OF QUICK COUPLING
VALVE INSTALLED.
2. THE ABOVE MENTIONED EQUIPMENT SHALL
BE TURNED OVER TO THE OWNER AT THE
CONCLUSION OF THE PROJECT. BEFORE
THE FINAL WALK-THROUGH SHALL BE
PERFORMED, EVIDENCE THAT THE OWNERHAS RECEIVED THIS MATERIAL MUST BE
SHOWN TO THE OWNER'S AUTHORIZED
REPRESENTATIVE.
1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. HANDLING OF PVC PIPE AND FITTINGS
1. THE CONTRACTOR IS CAUTIONED TO
EXERCISE CARE IN HANDLING, LOADING,UNLOADING, AND STORING OF PVC PIPE AND FITTINGS. ALL PVC PIPE SHALL BE
TRANSPORTED IN A VEHICLE WHICH
ALLOWS THE LENGTH OF PIPE TO LIE FLAT
SO AS NOT TO SUBJECT IT TO UNDUE
BENDING OR CONCENTRATED EXTERNALLOAD AT ANY POINT. ANY SECTION OF PIPE
THAT HAS BEEN DENTED OR DAMAGED
WILL BE DISCARDED AND, IF INSTALLED,
SHALL BE REPLACED WITH NEW PIPING AT
NO COST TO THE OWNER.
1.7 SUBSTITUTIONS
A. IF THE CONTRACTOR WISHES TO SUBSTITUTE
ANY EQUIPMENT OR MATERIALS FOR THOSE
EQUIPMENT OR MATERIALS LISTED ON THEDRAWINGS AND SPECIFICATIONS, HE MAY DO
SO BY PROVIDING THE FOLLOWING
INFORMATION TO THE OWNER'S AUTHORIZED
REPRESENTATIVE FOR APPROVAL:
1. PROVIDE A STATEMENT INDICATING THE
REASON FOR MAKING THE SUBSTITUTION.USE A SEPARATE SHEET OF PAPER FOREACH ITEM TO BE SUBSTITUTED.
2. PROVIDE DESCRIPTIVE CATALOG
LITERATURE, PERFORMANCE CHARTS AND
FLOW CHARTS FOR EACH ITEM TO BE
SUBSTITUTED.
3. PROVIDE THE AMOUNT OF COST SAVINGS
IF THE SUBSTITUTED ITEM IS APPROVED.
B. THE OWNER'S AUTHORIZED
REPRESENTATIVE SHALL HAVE THE SOLERESPONSIBILITY IN ACCEPTING OR REJECTING
ANY SUBSTITUTED ITEM AS AN APPROVED
EQUAL TO THOSE EQUIPMENT AND MATERIALSLISTED ON THE DRAWINGS AND SPECIFICATIONS.
1.8 PRIOR TO START OF THE LANDSCAPE
MAINTENANCE PERIOD
A. THE CONTRACTOR SHALL SUBMIT PROOF OF
WARRANTY TO THE OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO THE START OF THELANDSCAPE MAINTENANCE PERIOD. ALL
COMPUTERIZED IRRIGATION CONTROL SYSTEM
MATERIALS EXCEPT INTERCONNECT
CONDUCTORS SHALL HAVE A FIVE-YEAR
WARRANTY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO OBTAIN THE NECESSARY
WARRANTY INSPECTIONS FROM THE
EQUIPMENT SUPPLIER. NO INSTALLATIONS WILLBE ACCEPTED WITHOUT PROOF OF WARRANTY.
1.9 GUARANTEE
A. THE GUARANTEE FOR THE IRRIGATION
SYSTEM SHALL BE MADE IN ACCORDANCE WITH
THE ATTACHED FORM.
B. A COPY OF THE GUARANTEE FORM SHALL BE
INCLUDED IN THE OPERATIONS AND
MAINTENANCE MANUAL.
C. THE GUARANTEE FORM SHALL BE RE-TYPED
ONTO THE CONTRACTOR'S LETTERHEAD ANDCONTAIN THE FOLLOWING INFORMATION:
1.10 GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
A. WE HEREBY GUARANTEE THAT THE SPRINKLER
IRRIGATION SYSTEM WE HAVE FURNISHED ANDINSTALLED IS FREE FROM DEFECTS IN
MATERIALS AND WORKMANSHIP, AND THE
WORK HAS BEEN COMPLETED IN ACCORDANCEWITH THE DRAWINGS AND SPECIFICATIONS,
ORDINARY WEAR AND TEAR AND UNUSUAL
ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO
REPAIR OR REPLACE ANY DEFECTS INMATERIAL OR WORKMANSHIP WHICH MAYDEVELOP DURING THE PERIOD OF ONE YEAR
FROM DATE OF FINAL ACCEPTANCE AND ALSO
TO REPAIR OR REPLACE ANY DAMAGE
RESULTING FROM THE REPAIRING ORREPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHALL
MAKE SUCH REPAIRS OR REPLACEMENTS
WITHIN A REASONABLE TIME, AS DETERMINED
BY THE OWNER, AFTER RECEIPT OF WRITTENNOTICE. IN THE EVENT OF OUR FAILURE TOMAKE SUCH REPAIRS OR REPLACEMENTS
WITHIN A REASONABLE TIME AFTER RECEIPT
OF WRITTEN NOTICE FROM THE OWNER, WE
AUTHORIZE THE OWNER TO PROCEED TO HAVE
SAID REPAIRS OR REPLACEMENTS MADE ATOUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND.
PROJECT:LOCATION:
SIGNED:
ADDRESS:
PHONE:DATE OF ACCEPTANCE:
1.11 RULES AND REGULATIONS
A. WORK AND MATERIALS SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF
THE NATIONAL ELECTRIC CODE, THE UNIFORM
PLUMBING CODE AS PUBLISHED BY THE
WESTERN PLUMBING OFFICIALS ASSOCIATION,
AND APPLICABLE LAWS AND REGULATIONS OF
THE GOVERNING AUTHORITIES.
1.12 PROTECTION OF WORK AND MATERIALS
A. THE CONTRACTOR SHALL PROTECT HIS WORK
AND WORK OF OTHERS FOR THE DURATION OF
THE CONTRACT. HE SHALL PROTECT PIPES AND
FITTINGS FROM DIRECT SUNLIGHT, AND AVOIDUNDUE BENDING AND ANY CONCENTRATEDEXTERNAL LOADING. PIPE OR FITTINGS THATHAVE BEEN DAMAGED SHALL NOT BE USED.
B. THE CONTRACTOR SHALL EXERCISE EXTREME
CARE IN EXCAVATING AND WORKING NEAR
EXISTING UTILITIES. DAMAGE TO UTILITIES
WHICH ARE CAUSED BY CONTRACTOR'S
OPERATION SHALL BE THE CONTRACTOR'S
RESPONSIBILITY.
C. THE CONTRACTOR SHALL TAKE NECESSARY
PRECAUTIONS TO PROTECT SITE CONDITIONS
AND PLANT MATERIAL THAT IS TO REMAIN.
SHOULD DAMAGE TO INCURRED, CONTRACTORSHALL REPAIR DAMAGE TO ITS ORIGINALCONDITION OR FURNISH AND INSTALL EQUAL REPLACEMENTS.
D. ALL EXISTING IRRIGATION SYSTEMS SHALL BE
KEPT IN OPERATION AT ALL TIMES. IF THEEXISTING SYSTEM IS DAMAGED BY
CONTRACTOR, HE SHALL BE RESPONSIBLE FOR
IMMEDIATE REPAIR OF SUCH DAMAGE. AFTER
EACH REPAIR, ALL HEADS OF THE REPAIRED
SYSTEM SHALL BE REMOVED SO THAT THE
LINES CAN BE CLEARED OF ALL DIRT ANDFOREIGN MATTER.
1.13 CORRECTION OF WORK
A. ANY AND ALL DISCREPANCIES OF
UNSATISFACTORY WORK SHALL BE
CORRECTED BY THE CONTRACTOR AT NO
ADDITIONAL EXPENSE TO THE OWNER. THE
CORRECTION OF WORK SHALL BE FINISHED
WITH A REASONABLE PERIOD MUTUALLY
AGREED UPON BETWEEN THE OWNER AND
CONTRACTOR.
PART 2 - PRODUCTS
2.1 GENERAL
A. USE ONLY NEW MATERIALS OF BRANDS AND
TYPES NOTED ON THE DRAWINGS OR
SPECIFICATIONS.
2.2 PVC PRESSURE MAIN LINE PIPE AND FITTINGS
A. CLASS 315 PIPE SHALL BE MADE FROM AN NSF
APPROVED TYPE I, GRADE I, PVC COMPOUND
CONFORMING TO ASTM COMPOUNDSPECIFICATION D1784. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN ASTM D2241
(SOLVENT-WELD CLASS PIPE), WITH AN
APPROPRIATE STANDARD DIMENSION (S.D.R.).
B. SCHEDULE 40 PIPE SHALL BE MADE FROM NSF
APPROVED TYPE I, GRADE I PVC COMPOUND
CONFORMING TO ASTM COMPOUNDSPECIFICATION D1784. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN ASTM D1785
(SOLVENT-WELD SCHEDULE PIPE).
C. PVC SOLVENT-WELD FITTINGS SHALL BE
SCHEDULE 40, 1-2, II-I NSF APPROVEDCONFORMING TO ASTM TEST PROCEDURE D2466.
D. SOLVENT CEMENT AND PRIMER FOR PVC
SOLVENT-WELD PIPE AND FITTINGS SHALL BEOF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MANUFACTURER.
E. ALL PVC PIPE MUST BEAR THE FOLLOWING
MARKINGS:
1. MANUFACTURER'S NAME.
2. NOMINAL PIPE SIZE.
3. SCHEDULE OR CLASS.
4. PRESSURE RATING IN PSI.
5. NSF (NATIONAL SANITATION FOUNDATION)
APPROVAL.
6. DATE OF EXTRUSION.
7. ALL FITTINGS SHALL BEAR THE
MANUFACTURER'S NAME OR TRADEMARK,MATERIAL DESIGNATION, SIZE, APPLICABLE
IPS SCHEDULE AND NSF SEAL OF
APPROVAL.
2.3 PVC NON-PRESSURE LATERAL LINE PIPING
A. NON-PRESSURE BURIED LATERAL LINE PIPING
SHALL BE PVC CLASS 200 WITHSOLVENT-WELDED JOINTS.
B. NON-PRESSURE LATERAL LINE PIPING
INSTALLED UNDER PAVED AREAS SHALL BEINSTALLED IN A PVC SCHEDULE 40 SLEEVE.
C. PIPE SHALL BE MADE FROM NSF APPROVED,
TYPE I, GRADE II PVC COMPOUND
CONFORMING TO ASTM COMPOUNDSPECIFICATION D1784. ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN ASTM D2241
(SOLVENT-WELD CLASS PIPE) WITH AN
APPROPRIATE STANDARD DIMENSION RATIO.
D. EXCEPT AS NOTED IN PARAGRAPHS A, B, C AND
D OF SECTION 2.2, ALL REQUIREMENTS FORNON-PRESSURE LATERAL LINE PIPE ANDFITTINGS SHALL BE THE SAME AS FOR
SOLVENT-WELD PRESSURE MAIN LINE PIPE
AND FITTINGS AS SET FORTH IN THIS
SPECIFICATION.
2.4 BRASS PIPE AND FITTINGS
A. WHERE INDICATED ON THE DRAWINGS, USE
RED BRASS SCREWED PIPE CONFORMING TOFEDERAL SPECIFICATION #WW-P-351.
B. FITTINGS SHALL BE RED BRASS CONFORMING
TO FEDERAL SPECIFICATION #WW-P-460.
2.5 BALL VALVES
A. BALL VALVES 2" AND SMALLER SHALL BE 125
LB. SWP PLACTIC BALL VALVE WITH BLOW-OUTPROOF AND FULL PORT.
B. BALL VALVES 2" AND SMALLER SHALL HAVE
THREADED ENDS. REFER TO LEGEND FORTYPE.
C. ALL BALL VALVES SHALL BE INSTALLED PER
IRRIGATION INSTALLATION DETAILS.
2.6 QUICK COUPLING VALVES
A. QUICK COUPLING VALVES SHALL HAVE A
BRASS ONE-PIECE BODY DESIGNED FOR A
WORKING PRESSURE OF 150 PSI, OPERABLEWITH QUICK COUPLER. KEY SIZE AND TYPE SHALL BE AS INDICATED ON THE DRAWINGS.
2.7 BACKFLOW PREVENTION UNITS
A. BACKFLOW PREVENTION UNITS SHALL BE OF
SIZE AND TYPE INDICATED ON THE DRAWINGS.
INSTALL BACKFLOW PREVENTION UNITS IN
ACCORDANCE WITH THE DRAWINGS.
B. WYE STRAINERS AT BACKFLOW PREVENTION
UNITS SHALL HAVE A BRONZED SCREWEDBODY WITH 60 MESH STAINLESS STEEL
SCREEN AND SHALL BE SIMILAR TO THE BAILEY
#100B OR APPROVED EQUAL.
C. ALL PRESSURE MAINLINE PIPING BETWEEN THE
POINT OF CONNECTION AND THE BACKFLOWPREVENTER SHALL BE INSTALLED ASREQUIRED BY LOCAL CODE. THE CONTRACTOR
SHALL VERIFY WITH THE LOCAL GOVERNING
BODY AS TO MATERIAL TYPE AND
INSTALLATION PROCEDURES PRIOR TO START
OF CONSTRUCTION. SUBMIT SHOP DRAWING
FOR APPROVAL.
2.8 CHECK VALVES
A. SWING CHECK VALVES 2" AND SMALLER SHALL
BE 200 POUND WOG BRONZE CONSTRUCTION
WITH REPLACEABLE COMPOSITION, NEOPRENE
OR RUBBER DISC AND SHALL MEET OR EXCEED
FEDERAL SPECIFICATION WW-V- 51D, CLASS A,
TYPE IV.
B. CHECK VALVES SHALL BE OF HEAVY DUTY
VIRGIN PVC CONSTRUCTION WITH FIP
THREADED INLETS AND OUTLETS. INTERNAL
PARTS SHALL BE STAINLESS STEEL ANDNEOPRENE. CHECK VALVES SHALL BE FIELD ADJUSTABLE AGAINST DRAW-OUT FROM 5 TO
40 FEET OF HEAD. CHECK VALVES SHALL BE
SIMILAR TO THE KING BROS. INDUSTRIES "CV"SERIES, OR EQUAL. 104
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L ICENSED LANDSCAPE ARCH I TECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.
BIOLOGY REVIEW REVISION
L6.14
IRRIGATION SPECIFICATIONS
N/A
2.9 CONTROL WIRE
A. CONNECTIONS BETWEEN THE AUTOMATIC
CONTROLLERS AND THE ELECTRIC CONTROL
VALVES SHALL BE MADE WITH DIRECT BURIAL
COPPER WIRE AWG-U.F. 600 VOLT. CONTROL
WIRES SHALL BE SHALL BE #14 GAUGE AND A
DIFFERENT WIRE COLOR FOR EACH
AUTOMATIC CONTROLLER. COMMON WIRES
SHALL BE #14 GAUGE AND WHITE IN COLOR
WITH A DIFFERENT COLOR STRIPE FOR EACH
AUTOMATIC CONTROLLER. INSTALL WIRES INACCORDANCE WITH VALVE MANUFACTURER'S SPECIFICATIONS AND WIRE CHARTS. IN NO
CASE SHALL WIRE SIZE BE LESS THAN #14GAUGE. WIRE COLOR SHALL BE CONTINUOUSOVER ITS ENTIRE LENGTH.
B. WIRING SHALL OCCUPY THE SAME TRENCH
AND SHALL BE INSTALLED ALONG THE SAME
ROUTE AS PRESSURE SUPPLY OR LATERAL
LINES WHEREVER POSSIBLE.
C. WHERE MORE THAN ONE (1) WIRE IS PLACED IN
A TRENCH, THE WIRING SHALL BE TAPED
TOGETHER AT INTERVALS OF 10 FEET.
D. AN EXPANSION CURL SHALL BE PROVIDED
WITHIN THREE (3) FEET OF EACH WIRE
CONNECTION. EXPANSION CURL SHALL BE OF
SUFFICIENT LENGTH AT EACH SPLICE
CONNECTION AT EACH ELECTRIC CONTROL, SO
THAT IN CASE OF REPAIR, THE VALVE BONNET
MAY BE BROUGHT TO THE SURFACE WITHOUT
DISCONNECTING THE CONTROL WIRES.
CONTROL WIRES SHALL BE LAID LOOSELY IN
THE TRENCH WITHOUT STRESS OR
STRETCHING OF THE CONTROL WIRE
CONDUCTORS.
E. ALL SPLICES SHALL BE MADE WITH EITHER 3M
DBY/R CONNECTOR OR RAIN BIRD SNAP-TITE
WIRE CONNECTOR, OR APPROVED EQUAL. USE
ONE SPLICE PER CONNECTOR SEALING PACK.
PART 3 - EXECUTION
3.1 GENERAL
A. ALL SCALED DIMENSIONS ARE APPROXIMATE.
THE CONTRACTOR SHALL CHECK AND VERIFY
ALL SIZE DIMENSIONS AND RECEIVE THE
OWNER'S AUTHORIZED REPRESENTATIVE'S
APPROVAL PRIOR TO PROCEEDING WITH ANY
WORK UNDER THIS SPECIFICATION.
CONTRACTOR SHALL LOCATE WITH 2" X 2"
WOOD STAKES WITH IDENTIFYING MARKINGS
FOR ALL PROPOSED LOCATIONS OFELECTRICAL CONTROL VALVE BOXES, GATE
VALVE BOXES AND QUICK COUPLER BOXES
FOR APPROVAL BY THE OWNER'S AUTHORIZEDREPRESENTATIVE. AFTER LOCATING ALL
THESE ITEMS CONTACT THE OWNER'S
AUTHORIZED REPRESENTATIVE FOR REVIEWAND APPROVAL. MINOR ADJUSTMENTS TO THE
STAKE LOCATIONS MAY BE REQUESTED OF
THE CONTRACTOR BY THE OWNER'S
AUTHORIZED REPRESENTATIVE AT THAT TIME.
B. EXERCISE EXTREME CARE IN EXCAVATING AND
WORKING NEAR EXISTING UTILITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGES TO THESE UTILITIES WHICH ARE
CAUSED BY HIS OPERATIONS. CHECK EXISTING
UTILITY DRAWINGS FOR EXISTING UTILITY
LOCATIONS.
C. COORDINATE INSTALLATION OF SPRINKLER
IRRIGATION MATERIALS INCLUDING PIPE, SO
THAT THERE SHALL BE NO INTERFERENCE
WITH UTILITIES, CONSTRUCTION ELEMENTS,
OR THE PLANTING OF TREES, SHRUBS, ANDGROUND COVERS.
D. THE CONTRACTOR SHALL CAREFULLY CHECK
ALL FINISH GRADES TO SATISFY HIMSELF THAT
HE MAY SAFELY PROCEED BEFORE STARTING
WORK ON THE IRRIGATION SYSTEM.
E. REPORT IRREGULARITIES TO OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO
BEGINNING WORK. BEGINNING OF WORK
IMPLIES ACCEPTANCE OF EXISTING
CONDITIONS.
3.2 SITE PREPARATION
A. PHYSICAL LAYOUT
1. PRIOR TO INSTALLATION, THE
CONTRACTOR SHALL STAKE OUT ALL
PRESSURE AND NON-PRESSURE SUPPLY
LINES AND THE LOCATION OF ALL
SPRINKLER HEADS.
2. ALL LAYOUT SHALL BE APPROVED BY
THE OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO
INSTALLATION.
B. WATER SUPPLY POINT-OF-CONNECTIONS
1. WATER SUPPLY POINTS OF
CONNECTION ARE AS INDICATED ON THE
DRAWINGS. THE CONTRACTOR SHALL BERESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS.
2. THE SPRINKLER IRRIGATION SYSTEM
SHALL BE CONNECTED TO WATER SUPPLY
POINTS OF CONNECTION AS INDICATED ON
THE DRAWINGS.
C. ELECTRICAL SUPPLY POINT-OF-CONNECTIONS
1. ELECTRICAL SUPPLY
POINT-OF-CONNECTIONS FOR THE
AUTOMATIC IRRIGATION CONTROLLERSARE AS INDICATED ON THE DRAWINGS.
THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MINOR CHANGES
CAUSED BY ACTUAL SITE CONDITIONS.
2. CONNECTIONS SHALL BE MADE AT
APPROXIMATE LOCATIONS AS INDICATED
ON THE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE FOR MINORCHANGES CAUSED BY ACTUAL SITECONDITIONS.
3.3 INSTALLATION
A. TRENCHING
1. DIG TRENCHES STRAIGHT AND SUPPORT
PIPE CONTINUOUSLY ON BOTTOM OF
TRENCH. LAY PIPE TO AN EVEN GRADE.TRENCHING EXCAVATION SHALL FOLLOWTHE LAYOUT AS INDICATED ON THE DRAWINGS.
2. PROVIDE A MINIMUM SOIL COVER OF 18
INCHES FOR ALL PRESSURE SUPPLY
LINES.
3. PROVIDE A MINIMUM SOIL COVER OF 12
INCHES FOR ALL NON- PRESSURE LINES.
4. PROVIDE A MINIMUM SOIL COVER OF 18
INCHES FOR ALL CONTROL WIRE.
5. WHERE PIPING IS INDICATED UNDER
PAVED AREAS, BUT RUNNING PARALLEL
AND ADJACENT TO PLANTING AREAS,
INSTALL THE PIPING IN THE PLANTED
AREAS. IRRIGATION HEAD SPACING AS
INDICATED ON THE DRAWINGS SHALL NOT
BE EXCEEDED.
B. BACKFILLING
1. THE TRENCHES SHALL NOT BE
BACKFILLED UNTIL ALL REQUIRED TESTS
ARE PERFORMED. TRENCHES SHALL BE
CAREFULLY BACKFILLED WITH THE
EXCAVATED MATERIALS APPROVED FOR
BACKFILLING, CONSISTING OF EARTH,LOAM, SANDY CLAY, SAND, OR OTHER
APPROVED MATERIALS, FREE FROM
LARGE CLODS OF EARTH OR STONES.BACKFILL SHALL BE MECHANICALLY
COMPACTED LANDSCAPED AREAS TO A
DRY DENSITY EQUAL TO ADJACENT
UNDISTURBED SOIL IN PLANTING AREAS.
BACKFILL SHALL CONFORM TO ADJACENT
GRADES WITHOUT DIPS, SUNKEN AREAS,
HUMPS OR OTHER SURFACE
IRREGULARITIES.
2. A FINE GRANULAR MATERIAL BACKFILL
SHALL BE INITIALLY PLACED OVER ALL
LINES. NO FOREIGN MATTER LARGER THAN
ONE-HALF INCH IN SIZE WILL BE
PERMITTED IN THE INITIAL BACKFILL.
3. FLOODING OF TRENCHES WILL BE
PERMITTED ONLY WITH THE APPROVAL OF
THE OWNER'S AUTHORIZED
REPRESENTATIVE.
4. IF SETTLEMENT OCCURS AND
SUBSEQUENT ADJUSTMENTS IN PIPE,
VALVES, SPRINKLER HEADS, PLANTING, OR
OTHER CONSTRUCTION ELEMENTS ARE
NECESSARY, THE CONTRACTOR SHALLMAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER.
C. TRENCHING AND BACKFILLING UNDER PAVING
1. TRENCHES LOCATED UNDER AREAS
WHERE ASPHALTIC CONCRETE OR
CONCRETE PAVING OCCUR, SHALL BE
BACKFILLED WITH SAND (A LAYER SIX (6)
INCHES BELOW THE PIPE AND THREE (3)INCHES ABOVE THE PIPE) AND COMPACTED IN LAYERS TO 95%COMPACTION, USING MANUAL OR
MECHANICAL TAMPING DEVICES.
TRENCHES FOR PIPING SHALL BE
COMPACTED TO EQUAL THE COMPACTION
OF THE EXISTING ADJACENT
UNDISTURBED SOIL AND SHALL BE LEFT IN
A FIRM UNYIELDING CONDITION. ALL
TRENCHES SHALL BE LEFT FLUSH WITH
ADJOINING FINISH GRADE. THE
CONTRACTOR SHALL SET IN PLACE, CAP
AND PRESSURE TEST ALL PIPING UNDER
PAVING PRIOR TO THE PAVING WORK.
2. GENERALLY PIPING UNDER EXISTING
WALKS IS DONE BY JACKING, BORING OR
HYDRAULIC DRIVING, BUT WHERE ANY
CUTTING OR BREAKING OF CONCRETE IS
NECESSARY, IT SHALL BE DONE AND
REPLACED BY THE CONTRACTOR AT NO
COST TO THE OWNER. PERMISSION TOCUT OR BREAK CONCRETE SHALL BE
OBTAINED FROM THE OWNER'S
AUTHORIZED REPRESENTATIVE. NO
HYDRAULIC DRIVING WILL BE PERMITTEDUNDER CONCRETE PAVING.
3. PROVIDE A MINIMUM SOIL COVER OF 18
INCHES BETWEEN THE TOP OF THE PIPE
AND THE BOTTOM OF THE AGGREGATE
BASE FOR ALL PRESSURE ANDNON-PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING.
4. THE CONTRACTOR SHALL MAKE ALL
REQUIRED ADJUSTMENTS WITHOUT COST
TO THE OWNER.
D. ASSEMBLIES
1. ROUTING OF IRRIGATION LINES AS
INDICATED ON THE DRAWINGS IS
DIAGRAMMATIC ONLY. INSTALL LINES AND
VARIOUS ASSEMBLIES IN SUCH A MANNER
AS TO CONFORM WITH THE DRAWINGS.
2. INSTALL NO MULTIPLE ASSEMBLIES IN
PLASTIC LINES. PROVIDE EACH ASSEMBLY
WITH ITS OWN OUTLET.
3. INSTALL ALL ASSEMBLIES SPECIFIED
HEREIN IN ACCORDANCE WITH THEIRRESPECTIVE DETAILS. IN ABSENCE OF
DRAWINGS OR SPECIFICATIONSPERTAINING TO SPECIFIC ITEMS REQUIRED
TO COMPLETE THIS WORK, PERFORM
SUCH WORK IN ACCORDANCE WITH BESTSTANDARD PRACTICE WITH PRIOR
APPROVAL OF THE OWNER'S AUTHORIZED
REPRESENTATIVE.
4. PVC PIPE AND FITTINGS SHALL BE
THOROUGHLY CLEANED OF DIRT, DUST
AND MOISTURE BEFORE INSTALLATION.
INSTALLATION AND SOLVENT WELDING
METHODS SHALL BE AS RECOMMENDEDBY THE PIPE AND FITTINGMANUFACTURER.
5. ON PVC TO METAL CONNECTIONS WORK
THE METAL CONNECTIONS FIRST. TEFLONTAPE OR APPROVED EQUAL, SHALL BE
USED ON ALL THREADED PVC TO PVC AND
THREADED PVC TO METAL JOINTS. APPLY
A LIGHT WRENCH PRESSURE ONLY.
WHERE THREADED PVC CONNECTIONS
ARE REQUIRED, USE THREADED PVCADAPTERS INTO WHICH THE PIPE MAY BE SOLVENT WELDED.
E. ASSEMBLING PIPE AND FITTINGS:
1. INSPECT ALL PIPE AND FITTINGS BEFORE
INSTALLATION.
2. KEEP PIPE FREE FROM DIRT AND PIPE
SCALE. CUT PIPE ENDS SQUARE AND
DEBUR. CLEAN PIPE ENDS OF LOOSE PIPE
SHAVINGS.
3. KEEP ENDS OF ASSEMBLED PIPE CAPPED.
REMOVE CAPS ONLY WHENNECESSARY TO CONTINUE ASSEMBLY.
4. INSTALL PIPE WITH ALL MARKINGS UP FOR
VISUAL INSPECTION ANDVERIFICATION.
5. ALL LINES SHALL HAVE A MINIMUM
CLEARANCE OF SIX (6) INCHES FROM EACHOTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE
INSTALLED DIRECTLY OVER ONE
ANOTHER.
6. MAINTAIN 10 FOOT MINIMUM HORIZONTAL
SEPARATION FROM ALL POTABLE WATER
PIPING. WHERE RECLAIMED AND POTABLE
WATER PRESSURE MAIN LINE PIPING
CROSS, THE RECLAIMED WATER PIPINGSHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN SCHEDULE 40 PVCWHICH EXTENDS A MINIMUM OF FIVE (5)
FEET ON EITHER SIDE OF THE POTABLE
WATER PIPING. PROVIDE A MINIMUM
VERTICAL CLEARANCE OF SIX (6) INCHES.
7. USE ONLY STRAP-TYPE FRICTION
WRENCHES FOR THREADED PLASTIC PIPE.
8. SNAKE PIPE FROM SIDE TO SIDE WITHIN
THE TRENCH.
F. LINE CLEARANCE
1. ALL LINES SHALL HAVE A MINIMUM
CLEARANCE OF SIX (6) INCHES FROM EACHOTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE
INSTALLED DIRECTLY OVER ONE
ANOTHER.
G. IRRIGATION CONTROLLER INSTALLATION
1. INSTALL THE IRRIGATION CONTROLLER
PER THE MANUFACTURER'S
INSTRUCTIONS. REMOTE CONTROL
VALVES SHALL BE CONNECTED TO THE
IRRIGATION CONTROLLER IN NUMERICAL
SEQUENCE AS INDICATED ON THE
DRAWINGS.
H. ELECTRIC CONTROL VALVE INSTALLATION
1. INSTALL ELECTRIC CONTROL VALVES AS
INDICATED ON THE DRAWINGS. WHEN
GROUPED TOGETHER, ALLOW AT LEAST
TWELVE INCHES BETWEEN ELECTRIC
CONTROL VALVES. INSTALL EACH
ELECTRIC CONTROL VALVE IN A SEPARATE
VALVE BOX. EACH ELECTRIC CONTROLVALVE NUMBER SHALL BE HEAT-BRANDED ON VALVE BOX TOP WITH 2" TALL LETTERS.
2. THE OWNER'S AUTHORIZED
REPRESENTATIVE SHALL APPROVEELECTRIC CONTROL VALVE AND QUICK
COUPLING VALVE BOX LOCATIONS PRIOR
TO FINAL INSTALLATION.
I. VALVE BOX INSTALLATION
1. INSTALL VALVE BOXES AS INDICATED ON
THE DRAWINGS. WHEN GROUPEDTOGETHER, ALLOW AT LEAST TWELVE INCHES BETWEEN VALVE BOXES.
2. HEAT BRAND VALVE BOX IDENTIFICATION
AS INDICATED ON DRAWINGS. HEAT
BRANDING UNIT AVAILABLE FROMHYDRO-SCAPE PRODUCTS, INC., PHONENUMBER (714) 639-1850.
J. SYSTEM FLUSHING
1. AFTER ALL PIPE LINES AND RISERS ARE IN
PLACE AND CONNECTED AND ALLNECESSARY DIVERSION WORK HAS BEEN
COMPLETED, AND PRIOR TO INSTALLATIONOF SPRINKLER HEADS, THE CONTROL
VALVES SHALL BE OPENED AND A FULL
HEAD OF WATER USED TO FLUSH OUT THE
SYSTEM. SPRINKLER HEADS SHALL BE
INSTALLED ONLY AFTER FLUSHING OF THE
SYSTEM HAS BEEN PERFORMED.
K. SPRINKLER HEAD INSTALLATION
1. INSTALL THE SPRINKLER HEADS AS
INDICATED ON THE DRAWINGS.
2. ALL SPRINKLERS SHALL BE INSTALLED AT
MINIMUM 24" SETBACK FROM ANYHARDSCAPE AREAS THAT DRAIN TO THE
STREET, INCLUDING SIDEWALKS, CURBS,
AND ROADWAY.
3. SPACING OF SPRINKLER HEADS SHALL
NOT EXCEED THE MAXIMUM SPACING AS
INDICATED ON THE DRAWINGS. IN NO CASE
SHALL THE SPACING EXCEED THE
MAXIMUM RECOMMENDED BY THEMANUFACTURER.
4. OVERSPRAY ON TO SIDEWALKS,
BUILDINGS, FENCES, CURBS, ROADWAYS
AND ANY OTHER BUILDING MATERIAL
SHALL NOT BE ALLOWED UNDER ANY
CIRCUMSTANCES. WHERE OVERSPRAY
MAY OCCUR INSTALL SPRINKLERS SETBACK AT A MINIMUM 24 INCH FROM
SIDEWALKS, FENCES, BUILDINGS, CURBS,
ROADWAY, AND ANY OTHER SURFACES AS
MAY BE REQUIRED.
5. WHERE SPRINKLERS ARE INSTALLED WITH
A SETBACK AND PLANT MATERIAL IS
SHOWN BEHIND SPRINKLERS, DRIP OR
BUBBLER IRRIGATION MAY BE REQUIRED
TO IRRIGATE SAID PLANT MATERIAL.
6. INSTALL CHECK VALVES ON SPRINKLER
HEADS THAT DRAIN WATER AFTER THE
CONTROL VALVE IS TURNED OFF. "LOW
HEAD" DRAINAGE WILL NOT BE ALLOWED
ON SPRINKLER HEADS.
L. SLEEVING
1. EXTEND SLEEVE ENDS A MINIMUM OF 12
INCHES BEYOND THE EDGE OF THE PAVED
SURFACE. COVER PIPE ENDS AND MARK
WITH STAKES. ROUTE WIRE THROUGH AND
TIE AT EACH END TO STAKES
3.4 TEMPORARY REPAIRS
A. THE OWNER RESERVES THE RIGHT TO MAKE
TEMPORARY REPAIRS AS NECESSARY TO KEEPTHE IRRIGATION SYSTEM IN OPERATING CONDITION. THE EXERCISE OF THIS RIGHT BY
THE OWNER SHALL NOT RELIEVE THE
CONTRACTOR OF HIS RESPONSIBILITIES
UNDER THE TERMS OF THE GUARANTEE ASHEREIN.
3.5 EXISTING TREES
A. WHERE IT IS NECESSARY TO EXCAVATE
ADJACENT EXISTING TREES, THE
CONTRACTOR SHALL USE ALL POSSIBLE CARE
TO AVOID INJURY TO TREES AND THEIR ROOTS.
EXCAVATION IN AREAS WHERE TWO (2) INCH
AND LARGER ROOTS OCCUR SHALL BE DONE
BY HAND. ALL ROOTS TWO (2) INCHES ANDLARGER IN DIAMETER, EXCEPT DIRECTLY IN
THE PATH OF PIPE OR CONDUIT, SHALL BETUNNELED UNDER AND SHALL BE HEAVILY
WRAPPED WITH BURLAP, TO PREVENT
SCARRING OR EXCESSIVE DRYING. WHERE A
DITCHING MACHINE IS RUN CLOSE TO TREESHAVING ROOTS SMALLER THAN TWO (2)
INCHES IN DIAMETER, THE WALL OF THE
TRENCH ADJACENT TO THE TREE SHALL BE
HAND TRIMMED. ROOTS ONE (1) INCH AND
LARGER IN DIAMETER SHALL BE PAINTED WITH
TWO COATS OF AN APPROVED TREE SEAL.TRENCHES ADJACENT TO EXISTING TREES SHOULD BE CLOSED WITHIN 24 HOURS. WHERE
THIS IS NOT POSSIBLE, THE SIDE OF THETRENCH ADJACENT TO THE EXISTING TREE
SHALL BE KEPT SHADED WITH BURLAP OR
CANVAS.
A. FIELD WIRE SPLICES BETWEEN THE
AUTOMATIC CONTROLLER AND THE
ELECTRICAL CONTROL VALVES SHALL NOT BE
ALLOWED WITHOUT PRIOR APPROVAL OF THE
OWNER'S AUTHORIZED REPRESENTATIVE.
B. WHEN CONTROL WIRING IS TRENCHED
SEPARATELY FROM MAINLINE TRENCHES ACONTINUOUS WARNING TAPE SHALL BE INSTALLED WITH THE WIRING. WARNING TAPE:INERT PLASTIC FILM HIGHLY RESISTANT TO
ALKALIS, ACIDS, OR OTHER DESTRUCTIVE
CHEMICAL COMPONENTS LIKELY TO BE
ENCOUNTERED IN SOILS. THREE INCHES WIDE,
COLORED YELLOW, AND IMPRINTED WITH"CAUTION: BURIED ELECTRIC LINE BELOW." C. PROVIDE A 36-INCH EXCESS LENGTH OF WIRE
IN AN 8-INCH DIAMETER LOOP AT EACH 90
DEGREE CHANGE OF DIRECTION, AT BOTHENDS OF SLEEVES, AND AT 100-FOOT
INTERVALS ALONG CONTINUOUS RUNS OF
WIRING. DO NOT TIE WIRING LOOP.
D. INSTALL COMMON GROUND WIRE AND ONE
CONTROL WIRE FOR EACH REMOTE CONTROL
VALVE. MULTIPLE VALVES ON A SINGLE
CONTROL WIRE ARE NOT PERMITTED. INSTALLONE COMMON WIRE FOR EACH CONTROLLER.
MULTIPLE CONTROLLERS WITH ONE COMMON
WIRE WILL NOT BE PERMITTED.
E. CONTRACTOR SHALL ROUTE TWO ADDITIONAL
'CONTROL' WIRES AND ONE ADDITIONAL'COMMON' WIRE ALONG ENTIRE MAINLINE ROUTE AND ALONG EACH AND EVERY LEG OFMAINLINE ROUTE. ROUTE WIRES INTO EACH AND EVERY RCV VALVE BOX. WHERE VALVE
BOXES ARE GROUPED INTO A MANIFOLD,ROUTE WIRES INTO FIRST VALVE BOX ONMANIFOLD ONLY.
2.10 AUTOMATIC IRRIGATION CONTROLLERS
A. AUTOMATIC IRRIGATION CONTROLLERS SHALL
BE OF THE SIZE AND TYPE AS THAT INDICATED
ON THE DRAWINGS.
B. FINAL LOCATION OF AUTOMATIC IRRIGATION
CONTROLLERS SHALL BE APPROVED BY THEOWNER'S AUTHORIZED REPRESENTATIVE.
C. UNLESS OTHERWISE NOTED ON THE
DRAWINGS, THE 120 VOLT ELECTRICAL POWER
TO THE AUTOMATIC IRRIGATION CONTROLLER
SHALL BE FURNISHED BY OTHERS. THE FINAL
ELECTRICAL HOOK-UP SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.
D. THE AUTOMATIC IRRIGATION CONTROLLER
SHALL BE INCLUDED AS A PART OF THE
IRRIGATION CONTROLLER ENCLOSURE
ASSEMBLY.
2.11 ELECTRICAL CONTROL VALVES
A. ALL ELECTRIC CONTROL VALVES SHALL BE THE
SAME MANUFACTURER AS THE AUTOMATICCONTROLLERS UNLESS NOTED OTHERWISE ON THE DRAWINGS.
B. ALL ELECTRIC CONTROL VALVES SHALL HAVE
A MANUAL FLOW ADJUSTMENT.
C. PROVIDE AND INSTALL ONE (1) CONTROL
VALVE BOX FOR EACH ELECTRIC CONTROLVALVE.
2.12 VALVE BOXES
A. USE A 10" DIAMETER SPECIFICATION ROUND
VALVE BOX FOR GATE VALVES, BALL VALVES,
CONTROL WIRE SPLICES, AND QUICKCOUPLING VALVES AS MANUFACTURED BY RAIN BIRD, MODEL #VB-RND WITH GREEN OR
BLACK COVER. EXTENSION SLEEVES SHALL BE
6" MINIMUM PVC PIPING MATERIAL.
B. USE A RECTANGULAR SPECIFICATION GRADE
VALVE BOX FOR ELECTRICAL CONTROLVALVES, MASTER VALVES, FLOW SENSORS,AND CONTROL WIRE PULL BOXES, AS
MANUFACTURED BY RAIN BIRD, MODEL
#VB-STD WITH A GREEN OR BLACK COVER.
C. USE A JUMBO RECTANGULAR SPECIFICATION
GRADE VALVE BOX FOR DRIP ZONE ASSEMBLYCONTROL VALVES, AS MANUFACTURED BY RAIN BIRD, MODEL #VB-JMB WITH A GREEN OR
BLACK COVER.
D. VALVE BOXES SHALL BE A MINIMUM OF ONE (1)
FOOT APART WHEN ARRANGED IN A GROUP OR
SIDE BY SIDE, OR UNLESS NOTED OTHERWISE
IN THE DRAWINGS.
2.13 SPRINKLER HEADS
A. ALL SPRINKLER HEADS SHALL BE OF THE SAME
SIZE, TYPE, AND DELIVER THE SAME RATE OF
PRECIPITATION WITH THE DIAMETER (ORRADIUS) OF THROW, PRESSURE, ANDDISCHARGE AS SHOWN ON THE DRAWINGS AND IN THIS SPECIFICATION.
B. SPRAY HEADS SHALL HAVE A SCREW
ADJUSTMENT.
C. RISER UNITS SHALL BE FABRICATED IN
ACCORDANCE WITH THE DRAWINGS.
D. RISER NIPPLES FOR ALL SPRINKLER HEADS
SHALL BE THE SAME SIZE AS THE RISEROPENING IN THE SPRINKLER BODY.
E. ALL SPRINKLER HEADS OF THE SAME TYPE
SHALL BE FROM THE SAME MANUFACTURER.
2.14 IDENTIFICATION TAGS
A. IDENTIFICATION TAGS FOR ELECTRICAL
CONTROL VALVES, AND OTHER EQUIPMENT
ASSEMBLIES AS DESIGNATED ON DRAWINGS,
SHALL BE MANUFACTURED FROM
POLYURETHANE BEHR DESOPAN. USE
CHRISTY'S STANDARD TAG HOT STAMPED WITH
BLACK LETTERS ON YELLOW BACKGROUND.
THE TAGS SHALL BE NUMBERED TO MATCH
STATION IDENTIFICATION AS INDICATED ON
DRAWINGS. PROVIDE ONE (1) TAG FOR EACHELECTRIC CONTROL VALVE.
B. SPECIAL ORDER TAGS FROM T. CHRISTY
ENTERPRISES, (714)771-4142.
2.15 SLEEVING
A. INSTALL SEPARATE SLEEVE BENEATH PAVED
AREAS TO ROUTE EACH RUN OF IRRIGATION
PIPE OR WIRING BUNDLE.
B. SLEEVING MATERIAL BENEATH PEDESTRIAN
PAVEMENTS - ASTM D3034 PVC GRAVITY
SEWER PIPE.
C. SLEEVING BENEATH STREETS AND DRIVES -
ASTM D3034 PVC GRAVITY SEWER PIPE.
D. SLEEVING DIAMETER - EQUAL TO TWICE THAT
OF THE PIPE OR WIRING BUNDLE. MINIMUMSLEEVING DIAMETER SHALL BE 2 INCHES.
E. MARKING STAKES - 2" X 2" X 24" WOOD STAKES.
2.16 OTHER COMPONENTS
A. TOOLS AND SPARE PARTS
1. PROVIDE OPERATING KEYS, SERVICING
TOOLS, TEST EQUIPMENT, OTHER ITEMS,
AND SPARE PARTS AS INDICATED IN
OTHER AREAS OF THIS SPECIFICATION.
B. OTHER MATERIALS
1. PROVIDE OTHER MATERIALS OR
EQUIPMENT NOT INDICATED ON THEDRAWINGS ORREFERENCED IN THIS SPECIFICATION, ASNECESSARY, TO COMPLETE THE
INSTALLATION OF THE IRRIGATION
SYSTEM.
105
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN ASSOCIATES INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L ICENSED LANDSCAPE ARCH I TECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL
2020.12.03 FUEL MODIFICATION UPDATE2021.03.
BIOLOGY REVIEW REVISION
L6.15
IRRIGATION SPECIFICATIONS
N/A
PART 5 - DRIP IRRIGATION PRODUCTS
5.1 CONTROL ZONE KITS
A. GENERAL
1. CONTROL ZONE KIT ASSEMBLIES FOR DRIP
IRRIGATION ZONES MUST INCLUDE A
VALVE, FILTRATION AND PRESSURE
REGULATION TO MEET THE FLOWREQUIREMENTS OF THE ZONE. WHERE NECESSARY A CHECK VALVE SHALL ALSOBE INSTALLED.
2. CONTROL ZONE KITS SHALL BE RAIN BIRD
CONTROL ZONE KITS AS INDICATED ONCONSTRUCTION DRAWINGS.
3. COMPONENTS SHALL BE SIZED
ACCORDING TO THE HYDRAULIC DEMANDS
OF THE SYSTEM.
B. RAIN BIRD CONTROL ZONE KIT
1. DRIP CONTROL ZONE KIT FOR ZONES WITH
FLOWS FROM 0.25 TO 9.0 GPM
a. CONTROL ZONE KIT SHALL INCLUDE A
1" ASFV VALVE, BASKET FILTER WITH
200-MESH (75 MICRON) SCREEN WITH
A BUILT-IN 40 PSI PRESSURE
REGULATOR, OR APPROVEDEQUIVALENT.
C. BASKET FILTER
a. THE FILTER SHALL HAVE A 1" INLINE
QUICK CHECK BASKET FILTER BODY
CONSTRUCTED OF HEAVY-DUTY,GLASS-FILLED, UV RESISTANT
POLYPROPYLENE CAPABLE OF
WITHSTANDING PRESSURES OF NOT
LESS THAN 150 PSI (10,3 BARS). THEDESIGN SHALL BE A BASKET STYLEBODY WITH JAR-TOP CAP. THE FILTER
ELEMENT SHALL BE CONSTRUCTED OF
A DURABLE STAINLESS STEEL MESHATTACHED TO A PROPYLENE FRAME AND SHALL BE 200-MESH (75 MICRON).
THE SCREEN SHALL BE SERVICEABLE
FOR CLEANING PURPOSES BY
UNSCREWING THE CAP FROM THEBODY AND REMOVING THE FILTERELEMENT.
D. PRESSURE REGULATOR
a. THE CONTROL ZONE KIT SHALL HAVE THE
PRESSURE REGULATOR BUILT INTO THEBASKET FILTER. THE PRESSUREREGULATING DEVICE IS A NORMALLY OPENDEVICE THAT ALLOWS FULL FLOW WITHLITTLE PRESSURE LOSS UNLESS THE
INLET PRESSURE IS GREATER THAN THE
PRESET LEVEL. AS THE INLET PRESSURE
INCREASES ABOVE THE PRESET LEVEL IT
COMPRESSES A SPRING AND BEGINS TO
REDUCE THE FLOW AND DOWNSTREAMPRESSURE. THE INLINE PRESSUREREGULATOR SHALL HAVE A PRESET OUTLET PRESSURE OF APPROXIMATELY 40
PSI (2,8 BAR).
E. REMOTE CONTROL VALVE
a. THE CONTROL ZONE KIT SHALL HAVE AN
AUTOMATIC IRRIGATION ANTI-SIPHON
CONTROL VALVE. THE VALVE PRESSURE
RATING NOT TO BE LESS THAN 150 PSI
(10,3 BAR). THE VALVE BODY AND BONNET
SHALL BE CONSTRUCTED OF HIGH-IMPACT,
WEATHER-RESISTANT GLASS FILLED
NYLON, STAINLESS STEEL AND OTHER
CHEMICAL/UV RESISTANT MATERIALS. THE
VALVE SHALL HAVE A DIAPHRAGM
CONSTRUCTED OF A DURABLE BUNA-N
RUBBER MATERIAL REINFORCED WITHNYLON.
5.3 POINT SOURCE DRIP EMISSION DEVICE
A. EMITTERS
1. 1/2 GPH EMITTER, MODEL XB-05PC-1032,
SHALL BE BLUE IN COLOR.
2. 1 GPH EMITTER, MODEL XB-10PC-1032,
SHALL BE BLACK IN COLOR.
3. 2 GPH EMITTER, MODEL XB-20PC-1032,
SHALL BE RED IN COLOR.
4. EACH EMITTER SHALL HAVE A 1032
THREADED INLET FOR ATTACHMENT TO A
PFR-FRA POLY FLEX RISER.
5. EACH EMITTER SHALL BE PRESSURE
COMPENSATING FROM 15-50 PSI.
3.6 FIELD QUALITY CONTROL
A. ADJUSTMENT OF THE IRRIGATION SYSTEM
1. FLUSH AND ADJUST ALL SPRINKLER HEADS
FOR OPTIMUM PERFORMANCE AND TOREDUCE OVERSPRAY ONTO WALKS,ROADWAYS, AND BUILDINGS AS MUCH ASPOSSIBLE.
2. IF IT IS DETERMINED THAT ADJUSTMENTS
TO THE SPRINKLER HEADS WILL PROVIDE
PROPER AND MORE ADEQUATE
COVERAGE, THE CONTRACTOR SHALL
MAKE SUCH ADJUSTMENTS PRIOR TO ANYPLANTING. ADJUSTMENTS MAY ALSO
INCLUDE CHANGES IN NOZZLE SIZES AND
DEGREES OF ARC AS REQUIRED.
3. LOWERING RAISED SPRINKLER HEADS BY
THE CONTRACTOR SHALL BE
ACCOMPLISHED WITHIN 10 DAYS AFTER
NOTIFICATION BY THE OWNER'S
AUTHORIZED REPRESENTATIVE.
4. ALL SPRINKLER HEADS SHALL BE SET
PERPENDICULAR TO FINISH GRADESUNLESS OTHERWISE INDICATED ON THEDRAWINGS.
B. IRRIGATION SYSTEM TESTING
1. THE CONTRACTOR SHALL REQUEST THE
PRESENCE OF THE OWNER'S AUTHORIZEDREPRESENTATIVE AT LEAST 48 HOURS IN
ADVANCE OF IRRIGATION SYSTEM
TESTING.
2. TEST ALL PRESSURE LINES UNDER
HYDROSTATIC PRESSURE OF 150 PSI FOR
A PERIOD OF TWO (2) HOURS.
NOTE: TESTING OF PRESSURE MAINLINE
SHALL OCCUR PRIOR TO INSTALLATION OF
ANY ELECTRIC CONTROL VALVES.
3. IF DURING THE PRESSURE TEST, A
PRESSURE DROP OCCURS - INDICATING ALEAK, REPLACE THE FAULTY JOINTS ANDREPEAT THE PRESSURE TEST UNTIL THEENTIRE SYSTEM IS PROVEN WATERTIGHT.
4. ALL HYDROSTATIC TESTS SHALL BE MADE
ONLY IN THE PRESENCE OF THE OWNER'S
AUTHORIZED REPRESENTATIVE. NO PIPE
SHALL BE BACKFILLED UNTIL IT HAS BEENOBSERVED, TESTED AND APPROVED IN WRITING.
5. THE CONTRACTOR IS TO FURNISH THE
NECESSARY FORCE PUMP AND ALL OTHER
TEST EQUIPMENT FOR THE HYDROSTATIC
PRESSURE TEST.
6. WHEN THE IRRIGATION SYSTEM PASSES
THE HYDROSTATIC PRESSURE TEST AND
IS COMPLETED, PERFORM A SPRINKLER
COVERAGE TEST IN THE PRESENCE OF
THE OWNER'S AUTHORIZED
REPRESENTATIVE. DETERMINE IF THE
WATER COVERAGE IS COMPLETE AND
ADEQUATE. FURNISH ALL MATERIALS AND
PERFORM ALL WORK NECESSARY TO
CORRECT ANY INADEQUACIES OF WATERCOVERAGE DUE TO DEVIATIONS FROM
THE DRAWINGS, OR WHERE THE
IRRIGATION SYSTEM HAS BEEN WILLFULLYINSTALLED AS INDICATED ON THE
DRAWINGS WHEN IT IS OBVIOUSLY
INADEQUATE, WITHOUT BRINGING THIS TO
THE ATTENTION OF THE OWNER'S
AUTHORIZED REPRESENTATIVE. THIS TEST
SHALL BE ACCOMPLISHED BEFORE ANYGROUNDCOVER OR TURF IS PLANTED.
7. UPON COMPLETION OF EACH PHASE OF
WORK, THE ENTIRE SYSTEM SHALL BE
COVERAGE TESTED AND ADJUSTED TO
MEET SPECIFIC SITE REQUIREMENTS.
3.7 IRRIGATION SYSTEM MAINTENANCE
A. THE ENTIRE IRRIGATION SYSTEM SHALL BE
UNDER FULL, AUTOMATIC OPERATION FOR APERIOD OF SEVEN (7) DAYS PRIOR TOBEGINNING ANY PLANTING. THE OWNERRESERVES THE RIGHT TO WAIVE OR SHORTEN THIS OPERATION PERIOD.
3.8 CLEAN UP
A. CLEAN UP SHALL BE MADE AS EACH PORTION
OF WORK PROGRESSES. REFUSE AND EXCESS
DIRT SHALL BE REMOVED FROM THE SITE, ALL
WALKS AND PAVING SHALL BE BROOM SWEPT
OR WASHED DOWN, AND ANY DAMAGESUSTAINED TO THE WORK OF OTHERCONTRACTORS SHALL BE REPAIRED TOORIGINAL CONDITIONS AT NO COST TO THEOWNER.
B. UPON COMPLETION OF THE WORK, THE
CONTRACTOR SHALL SMOOTH ALL GROUNDSURFACES. REMOVE EXCESS MATERIALS SUCH
AS RUBBISH, DEBRIS AND SWEEP ADJACENT
STREETS, CURBS, GUTTERS, WALKWAYS AND
TRAILS. REMOVE CONSTRUCTION EQUIPMENT
FROM THE PREMISES.
3.9 FINAL WALK-THROUGH PRIOR TO ACCEPTANCE
A. THE CONTRACTOR SHALL OPERATE THE
IRRIGATION SYSTEM IN ITS ENTIRETY FOR THE
OWNER'S AUTHORIZED REPRESENTATIVE AT
TIME OF THE FINAL WALK THROUGH. ANY
ITEMS DEEMED NOT ACCEPTABLE BY THE
OWNER'S AUTHORIZED REPRESENTATIVE
SHALL BE REWORKED TO THE HIS COMPLETESATISFACTION.
B. THE CONTRACTOR SHALL SHOW EVIDENCE TO
THE OWNER'S AUTHORIZED REPRESENTATIVETHAT THE OWNER HAS RECEIVED ALL ACCESSORIES, CHARTS, "AS-BUILT DRAWINGS",AND EQUIPMENT AS REQUIRED BEFORE THE FINAL WALK THROUGH WILL BE PERFORMED.
3.10 SITE VISIT OBSERVATION SCHEDULE
A. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR NOTIFYING THE OWNER'S AUTHORIZED
REPRESENTATIVE IN ADVANCE OF THE
FOLLOWING SITE VISITS:
1. PRE-JOB OR "KICK-OFF" MEETING - 7 DAYS.
2. PRESSURE SUPPLY LINE INSTALLATION
AND TESTING - 2 DAYS.
3. AUTOMATIC CONTROLLER INSTALLATION -
2 DAYS.
4. CONTROL WIRE INSTALLATION - 2 DAYS.
5. LATERAL LINE AND SPRINKLER HEAD
INSTALLATION - 2 DAYS.
6. SPRINKLER COVERAGE TEST - 2 DAYS.
7. FINAL WALKTHROUGH - 7 DAYS
B. WHEN SITE VISITS ARE CONDUCTED BY OTHER
THAN THE OWNER'S AUTHORIZED
REPRESENTATIVE, SHOW EVIDENCE IN
WRITING OF WHEN AND BY WHOM THESE SITEVISITS WERE MAD
C. NO SITE VISITS WILL COMMENCE WITHOUT
"AS-BUILTS". IN THE EVENT THE CONTRACTORSCHEDULES A SITE VISIT WITHOUT "AS-BUILTS"OR WITHOUT COMPLETING PREVIOUSLY
NOTED CORRECTIONS, OR WITHOUTPREPARING THE SYSTEM FOR SAID VISIT, THE
CONTRACTOR BE RESPONSIBLE FOR
REIMBURSING THE OWNER'S AUTHORIZEDREPRESENTATIVE AT HIS CURRENT BILLINGRATE PER HOUR PORTAL TO PORTAL (PLUS
TRANSPORTATION COSTS) FOR THIS
INCONVENIENCE. NO FURTHER SITE VISITS
WILL BE PERFORMED BY THE OWNER'S
AUTHORIZED REPRESENTATIVE UNTIL THIS
CHARGE HAS BEEN PAID AND RECEIVED.
PART 4 - DRIP IRRIGATION SYSTEM: GENERAL
4.1 GENERAL CONDITIONS
A. THE REQUIREMENTS OF THE "GENERAL
CONDITIONS OF THE CONTRACT" AND OF
DIVISION 1, "GENERAL REQUIREMENTS", SHALL
APPLY TO ALL WORK IN THIS SECTION WITH
THE SAME FORCE AND EFFECT AS THOUGH
REPEATED IN FULL HEREIN.
4.2 SUMMARY
A. CONDITIONS WITHIN IRRIGATION SYSTEM
SPECIFICATION SECTION 02810 SHALL APPLY
TO THIS SECTION.
B. THIS SECTION INCLUDES THE INSTALLATION OF
LOW VOLUME IRRIGATION COMPONENTS
INCLUDING CONTROL ZONE KITS AND INLINE
DRIP TUBING.
106
UP
UP
UP
UP
GARAGE
GARDENER
ENCLOSURE
GUEST HOUSE
GRAVEL
DRIVEWAY
GUEST OUTDOOR
GARDEN
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
I
CENSED LANDSCAPE ARCH I TE
C
T
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L7.2
L7.1
LANDSCAPE PLANTING
HYDROZONE MAP
A - SHRUB,
DRIP
HYDROZONE MAP LEGEND
B - SHRUB,
DRIP
12,058 SQ. FT.
2,965 SQ. FT.
LOWMOD
HATCH SYMBOL HYDROZONE # AREA WATER USAGE Kc
.35.60
C - SHRUB,OVERHEAD
3,025 SQ. FT. LOW .35
D - POOLS 2,080 SQ. FT. N/A 1.00
21,307 SQ. FT.
E - NONIRRIGATED 1,179 SQ. FT. N/A .00
4 56
6 107
UP
UP
UP
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
104'
102'
100'
98'
96'
94'
92'
90'
88'
86'
84'
82'
104'
102'
100'
100'
98'
96'
94'
92'
90'
88 98'
96'
94'
92'
90'
6 0 UP
UP
UP
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
104'
102'
100'
98'
96'
94'
92'
90'
88'
86'
84'
82'
104'
102'
100'
100'
98'
96'
94'
92'
90'
88 98'
96'
94'
92'
90'
6 0
AGE
ENER
SURE
MAIN HOUSE
POOL
DECK
GARAGE
BBQ AREA
OUTDOOR
LOUNGE
GRAVEL
DRIVEWAY
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L ICENSED LANDSCAPE ARCH I TECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
MATCHLINE, SEE SHEET L7.1
L7.2
LANDSCAPE PLANTING
HYDROZONE MAP
MATCHLINE, SEE SHEET L7.3
1 1
1 A - SHRUB,
DRIP
HYDROZONE MAP LEGEND
B - SHRUB,
DRIP
12,058 SQ. FT.
2,965 SQ. FT.
LOWMOD
HATCH SYMBOL HYDROZONE # AREA WATER USAGE Kc
.35.60
C - SHRUB,OVERHEAD
3,025 SQ. FT. LOW .35
D - POOLS 2,080 SQ. FT. N/A 1.00
21,307 SQ. FT.
E - NONIRRIGATED 1,179 SQ. FT. N/A .00
4 56
6 108
UP
86'
84'
82'
92'
90'
88'
86'
84'
82'
80'
78'
76'
74'
72'
68'
66'
64'
62'
78'
76'
74'
72'
70'
68'
66'
64'
62'
58'
56'
54'
58'
56'
54'
52'
48'
46'
44'
42'
UP
86'
84'
82'
92'
90'
88'
86'
84'
82'
80'
78'
76'
74'
72'
68'
66'
64'
62'
78'
76'
74'
72'
70'
68'
66'
64'
62'
58'
56'
54'
58'
56'
54'
52'
48'
46'
44'
42'
G
LANDSCAPE ARCHITECTS
Park Planning ■ Urban Design ■ Land Planning ■
Estate Residential ■ CA Lic. #1620
444 Magnolia Avenue, Suite 200, Larkspur,
California 94939 ■
(415) 459-3443
www.girvinassoc.net
IRVIN SSOCIATES A INC.
Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L ICENSED LANDSCAPE ARCH I TECT
STATE OF CA L I FORN I A
GEORGE W . G I RV I N
DRAWING NO.PROJECTDATE
SCALE
DRAWN BY
30530.00
HS
DRAWING DESCRIPTION
6734 Zumirez Drive, Malibu, CA 90265
PROJECT ADDRESS
Zumirez
PROJECT NOTESPROJECTREVISION SCHEDULE
NO. DATE ISSUE
1"=10'-0"
JULY 15, 2020
2020.08.14 OWNER CHANGES2020.11.03 CDP SUBMITTAL2020.12.03 FUEL MODIFICATION UPDATE2021.03.29 BIOLOGY REVIEW REVISION2021.04.23 BIOLOGY REVIEW REVISION2021.05.20 BIOLOGY REVIEW REVISION 0 5' 10' 20'
N
L7.3
LANDSCAPE PLANTING
HYDROZONE MAP
MATCHLINE, SEE SHEET L7.2
82'
7 5
5 5
2'
84'
86'
88'
90'
92'
80'
A - SHRUB,
DRIP
HYDROZONE MAP LEGEND
B - SHRUB,
DRIP
12,058 SQ. FT.
2,965 SQ. FT.
LOWMOD
HATCH SYMBOL HYDROZONE # AREA WATER USAGE Kc
.35.60
C - SHRUB,OVERHEAD
3,025 SQ. FT. LOW .35
D - POOLS 2,080 SQ. FT. N/A 1.00
21,307 SQ. FT.
E - NONIRRIGATED 1,179 SQ. FT. N/A .00
4 56
6 109
BIOLOGY REVIEW
REFERRAL SHEET
City of Malibu
23825 Stuart Ranch Rd., Malibu, California CA 90265-4804 (310) 456-2489 FAX (310) 456-7650
FROM:
TO: City of Malibu Biologist
City of Malibu Planning Department REVISED DATE06/08/2021 JOB ADDRESS: 6734 ZUMIREZ DR
APPLICANT / CONTACT: Chris Deleau, Schmitz and Associates, Inc.
APPLICANT ADDRESS: 28118 Agoura Rd. #103
APPLICANT PHONE #: (818) 338-3636
APPLICANT FAX #:
PROJECT DESCRIPTION: (N) SFR; 2nd unit; pool; cabana; demo existing house Agoura Hills, CA 91301
PROJECT NUMBER: CDP 20-068
APPLICANT EMAIL: [email protected]
Malibu Planning Department and/or Applicant
FROM: City Biologist, Dave Crawford
PLANNER: Didier Murillo
TO:
The project review package is INCOMPLETE and; CANNOT proceed through Final Planning Review until corrections and conditions from Biological Review are incorporated into the proposed project design
(See Attached).
The project is APPROVED, consistent with City Goals & Policies associated with the protection of biological resources and CAN proceed through the Planning process.
The project may have the potential to significantly impact the following resources, either individually or cumulatively: Sensitive Species or Habitat, Watersheds, and/or Shoreline Resources and therefore Requires Review by the Environmental Review Board (ERB).
Signature Date
Additional requirements/conditions may be imposed upon review of plan revision Contact Information:
Dave Crawford, City Biologist, [email protected], (310) 456-2489, extension 277 Rev 05/29/2018
X
6/21/21
Exhibit E
110
City of Malibu
Biology Ɣ Planning Department
23825 Stuart Ranch Road · Malibu, California · 90265-4861 Phone (310) 456-2489 · Fax (310) 456-3356 · www.malibucity.org