Agenda packet, first session — Malibu City Council, September 25, 2023 (part 3 of 5)

______________________
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.

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.

DRAFT 59
Resolution No 23-11

Page 17 of 19 ends

______________________

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 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 9.22).

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 9.22.

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
DRAFT 60
Resolution No 23-11

Page 18 of 19 ends

______________________

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.

The property owner shall provide a copy of the recorded document to the Planning Department prior to final Planning Department approval.

SECTION 6. The Planning Commission shall certify the adoption of this resolution.

PASSED, APPROVED AND ADOPTED this 6th day of March, 2023. __________________________________________
DENNIS R. SMITH, Planning Commission Chair
ATTEST:
____________________________________
REBECCA EVANS, Recording Secretary
LOCAL APPEAL - Pursuant to Local Coastal Program Local Implementation Plan (LIP) Section

13.20.1 (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.malibucity.org, in person at City Hall, or by calling (310) 456-2489, ext. 245.

COASTAL COMMISSION APPEAL – An aggrieved person may appeal the Planning Commission’s approval to the Coastal Commission within 10 working days of the issuance of the DRAFT 61
Resolution No 23-11

Page 19 of 19 ends

______________________
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.

I CERTIFY THAT THE FOREGOING RESOLUTION NO. 23-11 was passed and adopted by the Planning Commission of the City of Malibu at the regular meeting held on the 6th day of March 2023 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
____________________________________
REBECCA EVANS, Recording Secretary
DRAFT 62

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

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
May 28, 2021

DEVELOPMENT ANALYSIS

PROJECT TEAM
OWNER

ARCHITECT

LAND SURVEYOR

CIVIL ENGINEERGEOLOGISTGEOTECHNICAL ENGINEERSTRUCTURAL ENGINEEROWTS 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: 7727 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): 5222 SQ FT
2/3RD CALCULATION: 5222 x 2/3 = 3481 SQ FT
PROPOSED SECOND FLOOR AREA (UPPER FLOOR) = 1572 SQ FT < 3481 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: 5113 SQ FT
PROPOSED HARDSCAPE: 8963 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: 6284 SQ FT
(LOWER FLOOR: 1074 SQ FTGROUND FLOOR: 3638 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.: 7727 SQ FT
BASEMENT (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): 5113 SQ FT
DECKS AND WALKWAYS (STONE PAVERS AND CONCRETE): 7161 SQ FTRETAINING AND LANDSCAPING WALLS AND OUTDOOR STRUCTURES: 1802 SQ FT TOTAL PROPOSED IMPERMEABLE COVERAGE: 14076 SQ FT < 17428 SQ FT POOL / JACUZZI / WATER FEATURES: 2078 SQ FT
WALKWAYS AND DRIVEWAYS (GRAVEL): 12651 SQ FTWALKWAYS AND DRIVEWAYS (STONE PAVERS): 644 SQ FT PLANTING: 17037 SQ FT
TOTAL PROPOSED PERMEABLE COVERAGE: 32410 SQ FT
88'-10" 215'-8" 139'-6"
CIVILG1 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
LANDSCAPINGL1.1 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 63 ATTACHMENT 2
64 65
x
xxxxxxxxxxxx
66 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"
1' 1'

JACUZZI

GARDENER

ENCLOSURE

OPEN TO THE SKY
13'-8"

OUTDOOR GARDENOPEN TO THE SKY
7'-8"
+3'-0"+104'
+6'-0"+107'
-2'-6"
+98.5'
65'
592'
15'-1"
9'-3"
22'-4"
6'-10"
19'-6"
50'-2"
14'-10"
12'-6" 44' 16'-4"
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"
76'-10"
333'-10"
366'-10"
+3'-0"+104'
+6'-0"+107'

OUTDOOR
DINING
70'
20'
26'

OUTDOOR GARDENOPEN TO THE SKY
15'-2"
81'-1"
18'-5"
12'-10"

JACUZZI
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'
WATER

FEATURE

FIRE PIT
+1'-6"+102.5'
-12'-0"
+89'
30'
WATER

FEATURE
STONE
PAVERS
STONE
PAVERS
STONE
PAVERS
WATER

FEATURE
-7'-0"
+94'
7'-8"
16'
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
23'
15'
17'-8"
+7'-0"+108'
-0'-6"
+100.5'
+3'-0"+104'
98'-4"
88'-10"
139'-6"
96'-6"
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 5'-8"
72'-10"
12'

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

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

SITE PLAN EXHIBIT

BUILDING FOOTPRINT (MAIN HOUSE,
SECOND UNIT AND GARAGE) 5113 SQ. FT.

DECKS AND WALKWAYS
(STONE PAVERS AND CONCRETE) 7149 SQ. FT.

RETAINING AND LANDSCAPING WALLS
AND OUTDOOR STRUCTURES 1802 SQ. FT.

TOTAL 14064 SQ. FT.

PROPOSED PERMEABLE COVERAGE
POOL / JACUZZI / WATER FEATURES 2078 SQ. FT.

WALKWAYS AND DRIVEWAYS
(GRAVEL) 12651 SQ. FT.

WALKWAYS AND DRIVEWAYS
(STONE PAVERS) 355 SQ. FT.

PLANTING 17037 SQ. FT.

TOTAL 32121 SQ. FT.

JACUZZI
WATER

FEATURE
WATER

FEATURE
STONE
PAVERS
STONE
PAVERS
WATER

FEATURE

JACUZZI

FIRE PIT

FIRE PIT
6' HIGH WOOD
TRASH

ENCLOSURE &DOUBLE GATES

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
IMPERMEABLE ̸ PERMEABLE

COVERAGE

GARDENER

ENCLOSURE

OPEN TO THE SKY

OUTDOOR GARDENOPEN TO THE SKY
+3'-0"+104'
+6'-0"+107'
-2'-6"
+98.5'
+3'-0"+104'
+6'-0"+107'

OUTDOOR
DINING

JACUZZI
+6'-0"+107'
+6'-0"+107'
+1'-6"+102.5'
-7'-0"
+94'
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
+7'-0"+108'
-0'-6"
+100.5'
+3'-0"+104'

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

COLOR CODED SLOPE ANALYSIS

OVERLAY WITH SITE 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" = 20'
A-0.4
N
70 UP
UP
UP
UP
UP
UP
82' 84'86'88' 90' 92'94' 96' 98' 100' 102'
82' 84'86'88'90' 92' 94' 96' 98' 100' 100' 102'
74' 76'
78'
92' 94'
90'

FOOTPRINT

FLOOR ABOVE
POOL

EDGE ABOVE

WALKWAY ABOVE

FOOTPRINT

FLOOR ABOVE
592'
14'-9"
9'-10"
10'

DECK ABOVE

FOOTPRINT

FLOOR ABOVE

JACUZZI

EDGE ABOVE

WALKWAY ABOVE

WATER FEATURE ABOVE

FOOTPRINT

FLOOR ABOVE

FOOTPRINT

FLOOR ABOVE

FOOTPRINT

FLOOR ABOVE
2'-2"
18'-8"
2'-2"
5'
8"
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
33'-6"

WATER FEATURE ABOVE
6'
20'-4"
7'-8"
7'-8"
4'-6"
25'-6"
16'
8'-8"
8"
24'
7'
3'
3'-2"
4'
16'-4"
7'-6"
6'-6"
11'-2"
8"
7'
6"
21'-8"
3'
6"
2'
4'
8'
6"
6"
4'
8"
6"
6'-6"
8'
8"
8"
2'
6"
8"
6"
8"
28'-8"
6"
7'-8"

MAIN RESIDENCE -

LOWER FLOOR
BEDROOM 01
BATHROOM 01
CLOSET 01
HALLWAY 01 LOWER LEVEL
STAIRS
73 SQ. FT.
25 SQ. FT.
28 SQ. FT.
242 SQ. FT.
32 SQ. FT.
1'-10"
17'-8"
4'
8" MECHANICAL
ENCLOSUREMAX 6ft
7'-6" 4'-9"
4'
3'-4"
11'
4'
11'
N.G.

90.84'
N.G.

89.9'
N.G.

90.19'
N.G.

91.77'
N.G.

92.09'
N.G.

95.02 N.G.

98.69'
N.G.

91.76'
6'-4"
6"
8"
5'
8'
5'
8"
2'-1"
4'-8"

FOOTPRINT

GARAGE ABOVE

MECHANICAL ROOM

AND POOL EQUIPMENT
MAX 6ft
8"
13'-4"
8"
34'-10"
8"
43'-6"
UP

EMERGENCY
EGRESS

LIGHTWELL
8"
-14'-7"
+86.4'

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"
3'-2"
6" 1'-6"
9'
5'-2"
HALLWAY 02
25 SQ. FT.
6"
5'-8"
9'
6"
19'-8"
1'-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

MAIN RESIDENCE - PROPOSED

LOWER FLOOR AND BASEMENT
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-1.1
N
71 UP
UP
UP
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
102'
82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
100'
102'
74'
76'
78'
92'
94'
90'
7'-1"
32'-2"
82'-11"
20'

OVERHANG
+3'-0"+104'
+1'-6"+102.5'

OUTDOOR GARDENOPEN TO THE SKY

OUTDOOR DINING

LANDSCAPE WALL
-2'-6"
+98.5'

LIGHTWELL
10'
10'
23'-2"
10'
18'
1'-6" 21'
20'-8"
22'
36'-3" 14'-6" 12'-5" 3' 14'-11"
81'-1"
10' 4' 10"
14'-10" 14'
16'-4" 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'
7'-6" 7' 9'
4' 17'
4' 1'-6" 6' 19'-4" 2' 6" 6" 8"
6" 6" 8" 4' 8"
7'-8"
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'
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' 11'-6" 8'
8'-2"
4'-6" 5'-3"
69'-5"
15'-2"
15'-5"
2'
3' 9'
20'-11"
50'-2"
18'-9"
23'-2" 89'-10" 9'-2"
7'-4"
6'-2"
17'-4"
2'
6"1'-6"
8'-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'
HALLWAY 03

OPEN TO

THE SKY
CLOSET 03

STORAGE
ROOM 02
HALLWAY 05

STAFF ROOM

STORAGE
ROOM 01

FOOTPRINTFLOOR BELLOW

FOOTPRINTFLOOR BELLOW
±0'-0"
+101'
+3'-0"+104'

FOOTPRINT

FLOOR BELOW

FOOTPRINT

FLOOR BELOW
6" 2'-2" 3'-6"
3' 6" 11' 3' 6"
6" 6" 6"
6"
6'-9"
8"
6" 2'
8"
2'
13'-10"
10'-4"
5'
4' 16'-6" 4'-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"
17'-8"
17'-3"
4'
4'
10'-6"
65 SQ. FT.
68 SQ. FT.
9"
588 SQ. FT.
579 SQ. FT.
159 SQ. FT.
46 SQ. FT.
2'-6" 6" 6' 6" 2'-6"
20 SQ. FT.
81 SQ. FT.
221 SQ. FT.
63 SQ. FT.
-12'-0"
+89'
PANTRY 01
1' 1'

FOOTPRINTFLOOR BELLOW

OVERHANG
1'-2"
1'-3"

OVERHANG
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
58'
±0'-0"
+101'
1'-2"
3'-8"
10'-2"
19'-8"
21'
WALL
EL: -3'-6" (+97.5)
WALL
EL: +1'-6" (+102.5')
WALL
EL: +1'-6" (+102.5')

FIREPLACE

OVERHANG
62'-8"
LANDSCAPE WALL 34'-8"

WATER FEATURE
DEPTH NOT TO EXCEED 18"
14'-9"
1' 4'-5"
9'-10"

HAMMERHEAD

TURN-AROUND
FIGURE "A"
12'
-7'-0"
+94'
7'-1" 2' 1'-8"
WALL
EL: +1'-6" (+102.5')
5'-3"
13'-9"
5'-4"
WALL
EL: +2'-6" (+103.5')
2'-2" 18'-8" 2'-2"
24'-4"
WALL
EL: +1'-6" (+102.5')
PA
PA
2' 3'
26'-4" 1
PA
PAPA
PA
10'
+3'-0"+104'
20'
26' 10'
10'
70'
20'
50'
±0'-0"
+101'
2'-2" 10'-8" 2'-2"
47'
2'-2"

WALKWAY
(STONE PAVERS)
POOL EDGEEL: +1'-6" (+102.5')

POOL EDGE
EL: +1'-6" (+102.5')

JACUZZI EDGE
EL: +1'-6" (+102.5')
STUCCO RETAINING WALL (6 FEET

HIGH ABOVE NATURAL GRADE)
+2'-6"+103.5'
76'-10"
53'-6"
74'-3"
592'
2'-6" 1'
8'
6'
6'-6"
5'
±0'-0"
+101'

OVERHANG
4'-2" 4'-6"
20'
5'-2"
3'-6"
12'-6"
13'-6"
1'-5"
-12'-0"
+89'
+3'-0"+104'
+2'-6"+103.5'
PA
2'-2"
6'
8'
2'-2" 13'-4" 2'-2"
WALL
EL: -3'-6" (+97.5')
±0'-0"
+101'
N.G.

91.76'
N.G.
104'
N.G.

90.84'
N.G.

89.9'
N.G.

90.19'
N.G.

91.77'
N.G.

92.09'
N.G.

95.02'
N.G.

96.56'
N.G.

99.36 N.G.

98.69'
N.G.
106.28'
N.G.
106'
-0'-6"
+100.5
-0'-6"
+100.5
-0'-6"
+100.5'
-0'-2"
+100.8'
+3'-0"+104'
30'

OUTDOOR
SHOWER

OPEN TO

THE SKY
16'
5'-6"
2'-4"
3'
-11'-0"
+90'
-12'-0"
+89'
5'
8"
2'-2"
-0'-6"
FOOTPRINT +100.5

FLOOR BELOW
5'-2"
-11'-0"
+90'
7'-8"
WALL
EL: +1'-6" (+102.5')
+3'-0"+104'

TRELLIS
90% OPEN TO

LIGHT AND AIR
(NOT TO BE ENCLOSED)
873.6 SQ FT
2'
E-04
A 2.2
E-01
A 2.1
E-03
A 2.1
E-02A 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
6"
6'-6"
HALLWAY 06
PANTRY 02
55 SQ. FT.
28 SQ. FT.
12'
72'-10"

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
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-1.2
N
72 UP
82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
102'
82'
84'
86'
88'
90'
92'
94'
96'
98'
100'
100'
102'
74'
76'
78'
92'
94'
90'

OPEN TO BELOW

AND ABOVE

ROOF DECK
+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'

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

FOOTPRINT

FLOOR BELOW
592'
14'-9"
9'-10"
10'
22'
18'
48'-7"
14'-10"
82'-11"
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'
13'-10"
2'
10'-4"
5'
17'-4"
8'-4"
14'-2"
3'-3"
14'-6" 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'
6'-11" 17' 2'
4' 8" 4' 8" 8"
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.
190 SQ. FT.
4' 6" 4' 2'-6" 4'
11' 6" 3' 6" 4' 8" 5'-2" 8"
6" 8"

ROOF ABOVE
+12'-0"+113'
1'-2"
1'-2"
10'-4"
53'-2"
10'
12'-2"

FOOTPRINT

FLOOR BELOW

FOOTPRINT

FLOOR BELOW

FLAT ROOF

OPEN TO

THE SKY
HANDRAILEL: +15'-6" (+116.5')
PARAPET WALLEL+ 13'-6" (+114.5')
HANDRAILEL: +15'-6" (+116.5')
PARAPET WALLEL: +13'-6" (+114.5')
+12'-0"+113'
EXTERIOR WALL BELOWEL: +14'-6" (+115.5') FIREPLACE

FIREPLACE

ROOF DECK LANDSCAPE WALL
EL: +11'-0" (+112')

SKYLIGHT

LANDSCAPE WALL
EL: +8'-6" (+109'-6")
2'

STUCCO RETAINING WALL BELOW
(6 FEET HIGH ABOVE NATURAL
GRADE)
-2'-6"
+98.5'

WALL BELOW
EL: +13'-6" (+114.5')
+3'-0"+104'
+1'-6"+102.5'
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
±0'-0"
+101'
2'
-1'-6"
+99.5'

WALKWAY BELOW
+3'-0"+104'
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'
±0'-0"
+101'
+2'-6"+103.5'
-0'-6"
+100.5
-0'-2"
+100.8'
N.G.

96.58'
N.G.

99.4'
N.G.
105.12'
N.G.
103.08'
N.G.
105.02'
N.G.
104.81'
N.G.
102.97'
N.G.
104.12'

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"

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
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-1.3
N
73 82' 84'86'88' 90' 92'94' 96' 98' 100' 102'
82' 84'86'88'90' 92' 94' 96' 98' 100' 100' 102'
74' 76'
78'
92' 94'
90'
592'
14'-9"
9'-10"
10'
E-04
A 2.2
E-01
A 2.1
E-03 A 2.1
E-02A 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

ROOF DECK BELOW

FLAT ROOF BELOW
(HP) EL: +14'-2" (+115.2')(LP) EL: +13'-10" (+114.8')

ROOF DECK BELOW

FLAT ROOF

SKYLIGHT
EL: +23'-6" (+124.5')
HANDRAIL BELOWEL: +15'-6" (+116.5')
PARAPET WALL BELOWEL: +13'-6" (+114.5')
HANDRAIL BELOWEL: +15'-6" (+116.5')
PARAPET WALL BELOWEL: +13'-6" (+114.5')
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+23'-6"+124.5'
+13'-6"+114.5'
+13'-6"+114.5'
+23'-6"+124.5'
+17'-0"+118'
+17'-0"+118'
+17'-0"+118'
+14'-6"+115.5'+14'-6"+115.5'
FLUE
FLUE
FLUE
33'
8'
25'-4"
22'-8"
11'
14'-8"
65'-4"
10'-8"
13'-10"
16'-2"
4'
53'-2"
10'-4"
17'-2"
5'-4"
2'
4'-4"
2'-4"
7'-4"
5'-10" 10'
+12'-0"+113'
T.O.F.S. (HP)
EL: +23'-2" (+124.2')
T.O.F.S. (LP)
EL: +22'-10" (+123.8')
T.O.F.S. (HP)
EL: +23'-2" (+124.2')
T.O.F.S. (LP)
EL: +22'-10" (+123.8')
T.O.F.S. (HP)
EL: +23'-2" (+124.2')
T.O.F.S. (HP)
EL: +23'-2" (+124.2')
T.O.F.S. (LP)
EL: +22'-10" (+123.8')
T.O.F.S. (LP)
EL: +22'-10" (+123.8')
T.O.F.S. (HP)
EL: +23'-2" (+124.2')
T.O.F.S. (HP)
EL: +23'-2" (+124.2')
T.O.F.S. (LP)
EL: +22'-10" (+123.8')
T.O.F.S. (HP)
EL: +23'-2" (+124.2')

SKYLIGHT
EL: +23'-6" (+124.5')

FLAT ROOF BELOW
(HP) EL: +12'-2" (+113.2')(LP) EL: +11'-10" (+112.8')
5'-6" FLAT ROOF BELOW (HP) EL: +14'-2" (+115.2')
(LP) EL: +13'-10" (+114.8')
+12'-0"+113'
+23'-6"+124.5'
+23'-6"+124.5'
+12'-0"+113'
+17'-0"+118'
+17'-0"+118'
+23'-6"+124.5'
+23'-6"+124.5'

TRELLIS
90% OPEN TO

LIGHT AND AIR
EL: +21'-6" (+122.5')

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

MAIN RESIDENCE - PROPOSED

ROOF PLAN

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

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

NATURAL GRADE
+23'-6" (+124.5')

NATURAL GRADE

ENTRANCE DOOR
6'-6" 14'
8' 6'
10'-6"

METAL GATE
±0'-0"
+101'
+12'-0"+113'

UPPER FLOOR

GROUND FLOOR
12'
21'
9'
14'
9' PLASTER

LANDSCAPE WALL

PLASTER

EXTERIOR WALL

PLASTEREXTERIOR WALL

PLASTEREXTERIOR WALLPLASTEREXTERIOR WALL
6'
9'-7"

GROUND FLOOR
11'-6"
20'-6"
+3'-0" (+104')
+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')
+3'-0" (+104')

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

PLASTEREXTERIOR WALL

PLASTER

STAIR WALL

JACUZZI EDGE FINISH GRADE

NATURAL GRADE

LANDSCAPE
+10'-6" (+101.5') TRELLIS 90% OPEN TO

LIGHT AND AIR
±0'-0"
+101'
+12'-0"+113'

UPPER FLOOR

GROUND 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')
-3'-6" (+97.5')
-7'-0" (+94')

HANDRAIL

POOL EDGE JACUZZI EDGE
13'-6"
3'-6"
8'-6"
1'-6"
10'

STUCCO RETAINING WALL
(6 FEET HIGH ABOVE

NATURAL GRADE)

PLASTEREXTERIOR WALL

PLASTEREXTERIOR WALL PLASTER EXTERIOR WALL

PLASTEREXTERIOR WALL
+17'-0" (+118')

PLASTEREXTERIOR WALL

FINISH GRADE

NATURAL GRADE

NATURAL GRADE
PLASTER PLANTER WALL LANDSCAPE -3'-6" (+97.5')
2'

PLASTER
STAIR WALL 12'-6"
FINISH GRADE -10'-0" (+91')
+1'-6" (+102.5')
7'-8"
6'
12'
+10'-6" (+101.5') TRELLIS 90% OPEN TO

LIGHT AND AIR

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
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-2.1
MAIN HOUSE - ELEVATION 1 - WEST ELEVATIONMAIN HOUSE - ELEVATION 2 - SOUTH ELEVATIONMAIN HOUSE - ELEVATION 3 - SOUTHEAST ELEVATION 77 ±0'-0"
+101'
+12'-0"+113'
+2'-6" (+103.5')
+17'-0" (+118')
+11'-0" (+112')

PLASTERLANDSCAPE WALL
+1'-6" (+102.5')
-4-0" (+97') -3'-6" (+97.5')

JACUZZI EDGE

NATURAL GRADE

POOL EDGE

FINISH GRADE

PLASTEREXTERIOR WALL

PLASTER

EXTERIOR WALL

PLASTEREXTERIOR WALL

PLASTEREXTERIOR WALL
12'
14'
8'
21'
9'
13'-6"

PLASTER

EXTERIOR WALL

HANDRAIL
2'
10'
4'-6"

PLASTER

PLANTER WALL
21'
+2'-6" (+103.5')

TRELLIS
90% OPEN TO

LIGHT AND AIR
+10'-6" (+101.5')

UPPER FLOOR

GROUND FLOOR

NATURAL GRADE
+1'-6" (+102.5')
-2'-0" (+99') 5'-6"
10'
9'
+15'-6" (+116.5')
+13'-6" (+114.5') 2'
+1'-6" (+102.5')
+14'-6" (+115.5')

PLASTEREXTERIOR WALL

PLASTER

EXTERIOR WALL

PLASTER

EXTERIOR WALL

STUCCO RETAINING WALL
(6 FEET HIGH ABOVE

NATURAL GRADE)
+2'-6" (+103.5')
5'
8'
13'-6"
-11'-0" (+90')
-7'-0" (+94')

NATURAL GRADE
±0'-0"
+101'
+12'-0"+113'

PLASTER WALL

PLASTER STAIR
WALL
3' PLASTER WALL
+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

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

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

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

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

PLASTER

EXTERIOR 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

NATURAL GRADE NATURAL GRADE

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

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
79 +3'-0" (+104')
24' ABOVE NATURAL GRADE
18' ABOVE NATURAL GRADE

NATURAL GRADE
+12'-0" (+113')
±0'-0" (+101')
+23'-6" (+124.5')
-0'-6" (+100.5')
+3'-0" (+104')+14'-6" (+115.5')+23'-6" (+124.5')
+17'-0" (+118')
+11'-0" (+112')
±0'-0"
+101'
-11'-0" (+90')
+12'-0"+113'

NATURAL GRADE
24' ABOVE NATURAL GRADE18' ABOVE NATURAL GRADE
+21'-0" (+122')+10'-0" (+111')
8' 2' 3'-6"
10' 2' 9' 14'-7" 2'
9' 2' 9'-6"
23'-6"
11'-6" 9'
14'
8'

FINISH GRADE

LIGHTWELL
PANTRY 01
±0'-0" (101')

FINISH GRADE

FLAT ROOF

LANDSCAPING
WALL

EXTERIOR WALL

PARAPET WALL

HANDRAIL
10' 2' 1'-6" 2' +12'-0" (+113') ROOF DECK +12'-0" (+113') +15'-6" (+116.5')
+13'-6" (+114.5')

FLAT ROOF
13'-6"
13'-6"
2'
±0'-0" (+101')
+2'-6" (+103.5')
-14'-7" (+86.4')

TRELLIS
90% OPEN TO

LIGHT AND AIR
+10'-6" (+101.5')
10'

UPPER FLOOR

GROUND FLOOR

ROOF DECK

FLAT ROOF

EXTERIOR WALL

EXTERIOR WALL EXTERIOR WALL

EXTERIOR WALL

BBQ AREA WALL

FLAT ROOF

STUCCO RETAINING WALL
(6 FEET HIGH ABOVENATURAL GRADE)
±0'-0"
+101'
+12'-0"+113'
+12'-0" (+113')
±0'-0" (+101')
+23'-6" (+124.5')+21'-0" (+122')+10'-0" (+111')-13'-0" (+88')-2'-7" (+92') 10' 2' 9' 2' 2'-7" 12'
11'-6"
11'-6"
5'
14'

WALKWAY FINISH GRADE
24' ABOVE NATURAL GRADE
18' ABOVE NATURAL GRADE

NATURAL GRADE
24' ABOVE NATURAL GRADE18' ABOVE NATURAL GRADE

FINISH GRADE
2' 10'
PA
PA
PA
22' +12'-0" (+113')
±0'-0" (+101')
+23'-6" (+124.5')+10'-0" (+111')

NATURAL GRADE
+3'-0" (+104')
WALKWAY +1'-6" (+102.5')
*Adjusted basement ceiling
height

UPPER FLOOR

GROUND FLOOR
-14'-7"
+86.4'

BASEMENT

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

SECTIONS A-A & B-B

MAIN HOUSE - SECTION A-AMAIN HOUSE - SECTION B-B
80 WALKWAY +2'-6" (+103.5')
24' ABOVE NATURAL GRADE18' ABOVE NATURAL GRADE

FINISH GRADE

NATURAL GRADE
-12'-0" (+89')

STAIR WALL
24' ABOVE NATURAL GRADE
18' ABOVE NATURAL GRADE

NATURAL GRADE
+12'-0" (+113')
±0'-0" (+101')
+10'-0" (+111')

ROOF DECK ROOF DECK

EXTERIOR WALL

PARAPET WALL

HANDRAIL

EXTERIOR WALL
10' 2' 1'-6" 2'
11'-6" 2' 10'
21'
13'-6"
+1'-6" (+102.5') POOL EDGE
-2'-0" (+99')-4'-0" (+97')

POOL DECK
+23'-6" (+124.5')

STUCCO RETAINING WALL
(6 FEET HIGH ABOVE

NATURAL GRADE)
±0'-0"
+101'
+12'-0"+113'
STAIRS
PA
PA

FINISH GRADE
+23'-6" (+124.5')
+15'-6" (+116.5')
+13'-6" (+114.5')
+10'-6" (+101.5') TRELLIS 90% OPEN TO

LIGHT AND AIR
10'
TRELLIS +21'-6" (+102.5')
90% OPEN TO

LIGHT AND AIR

UPPER FLOOR

GROUND FLOOR
WALKWAY +2'-6" (+103.5')
PA
12'
PA
WALKWAY ±0'-0" (+101')

STUCCO RETAINING WALL
(6 FEET HIGH ABOVE

NATURAL GRADE)
24' ABOVE NATURAL GRADE18' ABOVE NATURAL GRADE

NATURAL GRADE
24' ABOVE NATURAL GRADE
18' ABOVE NATURAL GRADE

NATURAL GRADE
±0'-0"
+101'
+12'-0"+113'

UPPER FLOOR

GROUND FLOOR
+12'-0" (+113')
±0'-0" (+101')
+10'-0" (+111')+23'-6" (+124.5')

FLAT ROOF

ROOF DECK
23'-5"
9' 2'
+14'-0" (+115')+11'-0" (+112')+3'-0" (+104')
±0'-0" (+101') ±0'-0" (+101')

EXTERIOR WALL

EXTERIOR WALL
14'-6"
11'-6" 2' 10'
21' 2' +21'-0" (+122')

FLAT ROOF

ENTRANCE DOOR
WATER

FEATURE
GATE

FINISH GRADE
+23'-6" (+124.5')
PA

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

SECTIONS C-C & D-D

MAIN HOUSE - SECTION C-CMAIN HOUSE - SECTION D-D
81 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

SECOND UNIT - SECTION E-ESECOND UNIT - SECTION F-F
82 24' ABOVE NATURAL GRADE
18' ABOVE NATURAL GRADE

NATURAL GRADE
±0'-0"
+101'
+12'-0"+113'
-12'-0"
+89'
+6'-0"+107'
*Adjusted basement height

TRELLIS
90% OPEN TO

LIGHT AND AIR
-14'-7"
+86.4'
±0'-0"
+101'
+12'-0"+113'
-12'-0"
+89'
24' ABOVE NATURAL GRADE
18' ABOVE NATURAL GRADE

NATURAL GRADE
±0'-0"
+101'
+12'-0"+113'
-12'-0"
+89'
24' ABOVE NATURAL GRADE
18' ABOVE NATURAL GRADE
NATURAL GRADE +6'-0"
+107'
UPUP
UP
UP
UP
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
82' 84'86'88' 90' 92'94' 96' 98' 100' 102' 104' 106'
82' 84'86'88'90' 92' 94' 96' 98' 100' 100' 102'
74'
76' 78'80'
72'
70'72'
74'
76'
78'
92' 94'
90'
SS3
A4.3
SS2
A4.3
SS1
A4.3
SS3
A4.3
SS2
A4.3
SS1
A4.3
*Existing Railroad Ties, Mailbox
post and other private siteimprovements within City right of way to be removed and relocated
5'-4"
5'-8"
12'
72'-10"
33'-8"
8'-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

TWO STORY & BASEMENT EXHIBIT

SITE PLAN
A-4.3
N
SS1 - SITE SECTION 1

FOOTPRINT

LOWER FLOOR BELOW

FOOTPRINT

BASEMENT BELOW

FOOTPRINT

UPPER FLOOR ABOVE
GROUND
FLOOR

SECOND UNIT

FOOTPRINT
6' MECHANICAL AREA
BELOW

FOOTPRINT

ROOF ABOVE
SS2 - SITE SECTION 2SS3 - SITE SECTION 3
GARAGE

GROUND FLOOR

UPPER FLOOR
POOL
MECH 6'

LOWER FLOOR BASEMENT
GARAGE

GUEST HOUSE

GROUND FLOOR

UPPER FLOOR

GROUND FLOOR

UPPER FLOOR

LOWER FLOOR
GARAGE
GARAGE

PARKING
MECH 6'
83 UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UPUP
UP
UP

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
TDSF & 2 ̸ 3RDS EXHIBIT PAGE 1

PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
JUNE 2022
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT3 2022/05/26 PLANNING RE-SUBMT 4 2022/06/ PLANNING RE-SUBMT
1" = 10'
A-4.1
N

FOOTPRINT

GROUND FLOOR ABOVE

BASEMENT
986 SQ FT

LOWER FLOOR
1074 SQ FT

SECOND UNIT
471 SQ FT

FOOTPRINT

BASEMENT BELOW
GARAGE
462 SQ FT

FOOTPRINT

LOWER FLOOR BELOW
T.D.S.F. CALCULATION MATH
AREA 2/3RDS RULE ANALYSIS

FIRST FLOOR AREA (LOWER FLOOR, GROUND FLOOR AND ATTACHED GARAGE): 5222 SQ FT
2/3RD CALCULATION: 5222 x 2/3 = 3481 SQ FT
PROPOSED SECOND FLOOR AREA (UPPER FLOOR) = 1572 SQ FT < 3481 SQ FT (21780 x 0.177) + (21780 x 0.1) + (14533 x 0.05) + 1000 = 7760 SQ FT

PROPOSED AREA TABULATION
MAIN RESIDENCE TDSF: 6284 SQ FT
(LOWER FLOOR: 1074 SQ FT
GROUND FLOOR: 3638 SQ FT
UPPER FLOOR: 1572 SQ FT)
MAIN RESIDENCE GARAGE: 510 SQ FT
SECOND UNIT: 471 SQ FTSECOND UNIT GARAGE: 462 SQ FT
PROPOSED T.D.S.F.: 7727 SQ FTBASEMENT (EXCLUDED FROM T.D.S.F CALCULATION): 986 SQ FT FOOTPRINT GARAGE ABOVE

LOWER FLOOR
1074 SQ FT 1074 SQ FT
UP

BASEMENT
986 SQ FT 986 SQ FT 986 SQ FT 6 SQ

SECOND U ECOND UNIT ND UNIT
471 SQ FT 471 S FT
ARAGE
SQ FT
GAR
462 SQ
UP
UP
UP UP
UP
UP
UP
UP
UP

GROUND FLOOR
3638 SQ FT

FOOTPRINT

UPPER FLOOR ABOVE
GARAGE
510 SQ FT
84 UP

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
TDSF & 2 ̸ 3RDS EXHIBIT PAGE 2

PROJECT OWNER
IBN Properties LLC
5115 Douglas Fir Road, Suite F
Calabasas CA 91302 US
JUNE , 2022
2020/12/21 CDP INITIAL SUBMITTAL
1 2021/05/28 PLANNING RE-SUBMT
2 2021/08/12 PLANNING RE-SUBMT3 2022/05/26 PLANNING RE-SUBMT 4 2022/06/ PLANNING RE-SUBMT
1" = 10'
A-4.2
N

FOOTPRINT

GROUND FLOOR BELOW

UPPER FLOOR
1572 SQ FT

FOOTPRINT

GARAGE BELOW
T.D.S.F. CALCULATION MATH
AREA 2/3RDS RULE ANALYSIS

UPPER FLOOR UPPER FLOOR
1572 SQ FT 1572 SQ FT
85 “ ” “
”
86 87
88 SECTION B-B

NOT TO SCALE
BB
xx
xxxx
xxxxxxx
89 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
90 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

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

LAYOUT & MATERIALS PLAN
MATCHLINE, SEE SHEET L1.1
6 1
2 3
4 5
6 91
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

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

LAYOUT & MATERIALS PLAN
6 1
2 3
4 56
92 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

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

EXISTING TREE & SHRUB

PROTECTION PLAN
1 2
3 4
5 6
93 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
G

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

EXISTING TREE & SHRUB

PROTECTION PLAN
MATCHLINE, SEE SHEET L2.3
1 2
3 4
5 6
94 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

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

EXISTING TREE & SHRUB

PROTECTION PLAN
MATCHLINE, SEE SHEET L2.2
1 2
3 4
56 95

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

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

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
96 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

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

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 97
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

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

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 98
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

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

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
99 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

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

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
100
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

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

SHRUB PLANTING PLAN
MATCHLINE, SEE SHEET L4.31
2 3
4 5
6 6
101
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

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

SHRUB PLANTING PLAN
MATCHLINE, SEE SHEET L4.2
6 1
2 3
4 5
6 102
G

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

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
103
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

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

FUEL MODIFICATION PLAN
1 3
2 4
6 5
6 104
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

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

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
6 105
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

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

FUEL MODIFICATION PLAN
1 2
3 4
6 5
6 106
UP
UP
UP
UP
GARAGE

GARDENER

ENCLOSURE

GUEST HOUSE
GRAVEL

DRIVEWAY

GUEST OUTDOOR
GARDEN
G

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
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' 6.00 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

Signature
Cert. No. 1620
Date
Renewal Date
7/31/2021
L
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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

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:

VALVE LOCATION NOTE:

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

NOTE 7:

CONTRACTOR SHALL PROGRAM CONTROLLER TO OPERATE TWO RCV'SCONCURRENTLY TO REDUCE OVERALL SYSTEM OPERATING TIME. 1 2
6 5
4 63
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

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

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:

VALVE LOCATION NOTE:

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

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
110
G

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 111
G

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. 112
G

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
113
G

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.
114
G

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
115
G

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
16 116
G

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
117
G

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.

C. QF-DRPLINE HEADER SHALL ALWAYS BE INSTALLED AT DEPTH TO ACCOMMODATE THE 6" INSTALLATION DEPTH FOR THE SUB-SURFACE DRIPLINE TUBING.

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
118
G

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. 119
G

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.
120
G

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.
121
UP
UP
UP
UP
GARAGE

GARDENER

ENCLOSURE

GUEST HOUSE
GRAVEL

DRIVEWAY

GUEST OUTDOOR
GARDEN
G

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

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
6 122
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

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

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
6 123
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

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

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
6 124

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
;

ATTACHMENT 3
125
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

Page 1 of 3 ends

Malibu City CouncilSeptember 25, 2023

Malibu City Council
September 25, 2023