Agenda packet, first session — Malibu City Council, August 14, 2023 (part 4 of 5)

______________________
Colors and Materials

58. The project is visible from scenic roads or public viewing areas, therefore, shall incorporate colors and exterior materials that are compatible with the surrounding landscape. a. Acceptable colors shall be limited to colors compatible with the surrounding environment (earth tones) including shades of green, brown and gray, with no white or light shades and no bright tones. Colors shall be reviewed and approved by the Planning Director and clearly indicated on the building plans. b. The use of highly reflective materials shall be prohibited except for solar energy panels or cells, which shall be placed to minimize significant adverse impacts to public views to the maximum extent feasible.
c. All windows shall be comprised of non-glare glass.

59. All driveways shall be a neutral color that blends with the surrounding landforms and vegetation. Retaining walls shall incorporate veneers, texturing and/or colors that blend with the surrounding earth materials or landscape. The color of driveways and retaining walls shall be reviewed and approved by the Planning Director and clearly indicated on all grading, improvement and/or building plans.

Swimming Pool / Spa

60. Onsite noise, including that which emanates from swimming pool and air conditioning equipment, shall be limited as described in MMC Chapter 8.24 (Noise).

61. Pool and air conditioning equipment that will be installed shall be screened from view by a solid wall or fence on all four sides. The fence or walls shall comply with LIP Section

3.5.3(A).

62. All swimming pools shall contain double walled construction with drains and leak detection systems capable of sensing a leak of the inner wall.

63. The discharge of swimming pool, spa and decorative fountain water and filter backwash, including water containing bacteria, detergents, wastes, algaecides, or other chemicals is prohibited. Swimming pool, spa, and decorative fountain water may be used as landscape irrigation only if the following items are met:
a. The discharge water is dechlorinated, debrominated or if the water is disinfected using ozonation;
b. There are sufficient BMPs in place to prevent soil erosion; and c. The discharge does not reach in to the MS4 or to the ASBS (including tributaries)

64. Discharges not meeting the above-mentioned methods must be trucked to a Publicly Owned Wastewater Treatment Works.

65. A sign stating “It is illegal to discharge pool, spa, or water feature waters to a street, drainage course, or storm drain per MMC Section 13.04.060(D)(5)” shall be posted in the filtration and/or pumping equipment area for the property. Prior to the issuance of any permits, the applicant shall indicate the method of disinfection and the method of discharging.
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Resolution No 23-02

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______________________

66. Pursuant to MMC Section 9.20.040(B), all ponds, decorative fountains shall require a water recirculating/recycling system.

Outdoor Lighting

67. Exterior lighting must comply with the Dark Sky Ordinance and shall be minimized, shielded, or concealed and restricted to low intensity features, so that no light source is directly visible from public view. Permitted lighting shall conform to the following standards:
a. Lighting for walkways shall be limited to fixtures that do not exceed two feet in height and are directed downward, and limited to 850 lumens (equivalent to a 60 watt incandescent bulb);
b. Security lighting controlled by motion detectors may be attached to the residence provided it is directed downward and is limited to 850 lumens; c. Driveway lighting shall be limited to the minimum lighting necessary for safe vehicular use. The lighting shall be limited to 850 lumens; d. Lights at entrances as required by the Building Code shall be permitted provided that such lighting does not exceed 850 lumens;
e. Site perimeter lighting shall be prohibited; and
f. Outdoor decorative lighting for aesthetic purposes is prohibited.

68. Night lighting for sports courts or other private recreational facilities shall be prohibited.

69. No permanently installed lighting shall blink, flash, or be of unusually high intensity or brightness. Lighting levels on any nearby property from artificial light sources on the subject property(ies) shall not produce an illumination level greater than one foot-candle.

70. Night lighting from exterior and interior sources shall be minimized. All exterior lighting shall be low intensity and shielded directed downward and inward so there is no offsite glare or lighting of natural habitat areas. High intensity lighting of the shore is prohibited.

71. String lights are allowed in occupied dining and entertainment areas only and must not exceed 3,000 Kelvin.

72. Motion sensor lights shall be programmed to extinguish ten minutes after activation.

73. Three violations of the conditions by the same property owner will result in a requirement to permanently remove the outdoor light fixture(s) from the site.

Construction / Framing

74. Prior to the commencement of work, the applicant shall submit a copy of their Construction Management Plan. The Construction Management Plan shall include a dedicated parking location for construction workers, not within the public right of way.

75. A construction staging plan shall be reviewed and approved by the Planning Director prior to plan check submittal.
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Resolution No 23-02

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______________________

76. Construction hours shall be limited to Monday through Friday from 7:00 a.m. to 7:00 p.m. and Saturdays from 8:00 a.m. to 5:00 p.m. No construction activities shall be permitted on Sundays or City-designated holidays.

77. Construction management techniques, including minimizing the amount of equipment used simultaneously and increasing the distance between emission sources, shall be employed as feasible and appropriate. All trucks leaving the construction site shall adhere to the California Vehicle Code. In addition, construction vehicles shall be covered when necessary; and their tires rinsed prior to leaving the property.

78. All new development, including construction, grading, and landscaping shall be designed to incorporate drainage and erosion control measures prepared by a licensed engineer that incorporate structural and non-structural Best Management Practices (BMPs) to control the volume, velocity and pollutant load of storm water runoff in compliance with all requirements contained in LIP Chapter 17, including:
a. Construction shall be phased to the extent feasible and practical to limit the amount of disturbed areas present at a given time.
b. Grading activities shall be planned during the southern California dry season (April through October).
c. During construction, contractors shall be required to utilize sandbags and berms to control runoff during on-site watering and periods of rain in order to minimize surface water contamination.
d. Filter fences designed to intercept and detain sediment while decreasing the velocity of runoff shall be employed within the project site.

79. When framing is complete, a site survey shall be prepared by a licensed civil engineer or architect that states the finished ground level elevation and the highest roof member elevation. Prior to the commencement of further construction activities, said document shall be submitted to the assigned Building Inspector and Planning Department for review and sign off on framing.

80. For the transportation of heavy construction equipment and/or material, which requires the use of oversized-transport vehicles on State highways, the applicant / property owner is required to obtain a transportation permit from the California Department of Transportation.

Deed Restrictions

81. 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 approval.

82. 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. 67-73.

The property owner shall provide a copy of the recorded document to the Planning 107
Resolution No 23-02

Page 22 of 23 ends

______________________
Department prior to final Planning Department approval.

83. In order to implement the property owner's proposal of an offer to dedicate a 10-foot easement for a public access hiking, biking, and equestrian trail easement for passive recreational use as part of this project, the property owner agrees to complete the following prior to final Planning Department approval: the property owner shall execute and record a document, in a form and content acceptable to the Planning Director and California Coastal Commission (CCC), irrevocably offering to dedicate to a public agency or private association approved by the CCC an easement for an easement for a public access hiking, biking, and equestrian trail easement for passive recreational use. The document shall provide that the offer of dedication shall not be used or construed to allow anyone, prior to acceptance of the offer, to interfere with any rights of public access acquired through use which may exist on the property. The document shall also provide that there shall be no gate(s) at the entrance to or exit from the easement. The offer shall provide the public the right to pass and re-pass over the dedicated route. The document shall be recorded free of prior liens which the Planning Director and/or CCC determines may affect the interest being conveyed, and free of any other encumbrances which may affect said interest. The offer shall run with the land in favor of the People of the State of California, binding all successors and assignees, and the offer shall be irrevocable for a period of 21 years, such period running from the date of recording. The recording document shall include a formal legal description and graphic depiction, prepared by a licensed surveyor, of both the property owner's entire parcel and the easement area.

Fixed Conditions

84. This coastal development permit amendment shall run with the land and bind all future owners of the property.

85. 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.

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

PASSED, APPROVED AND ADOPTED this 6th day of February 2023. ________________________________________
DENNIS R. SMITH, Planning Commission Chair
ATTEST:
____________________________________
REBECCA EVANS, Recording Secretary
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Resolution No 23-02

Page 23 of 23 ends

______________________
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.

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. 23-02 was passed and adopted by the Planning Commission of the City of Malibu at the regular meeting thereof held on the 6th day of February 2023 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
____________________________________
REBECCA EVANS, Recording Secretary
109
GTP6#l*4)&rV&r4*0n 594.0.94.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 3 OF 37
A-1.03620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265

COVER SHEET

STAUSS RESIDENCE
APN
4473-026-002
THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

SUBJECT PROPERTY

PROJECT

CONSULTANTS
PROPERTY OWNERS:

ROMAN & TALKE STAUSS

PORTISHEAD VENTURA HARBOR
918 PUERTO PLACE
VENTURA, CA. 93001
v: 805-620-0100
PROJECT DESIGNER:

VITUS MATARE´
VITUS MATARE´& ASSOCIATES, INC.

P.O. BOX 1204
MALIBU, CA. 90265
v: 310-317-0700
CIVIL ENGINEER:

JAMES TUCHSCHER

TEG ENGINEERING
5218 E. SECOND STREET, SUITE. 539
LONG BEACH, CA. 90803
v: 562-682-8600
v: 310-613-9980
GEOLOGIST:

JAKE HOLT
LAND PHASES, INC.
702 GREENBRIAR AVE
SIMI VALLEY, CA. 93065
v: 805-657-0142
GEOTECHNICAL ENGINEER:

LEONARD LISTON
CALWEST GEOTECHNICAL, INC.
889 PIERCE COURT, SUITE 101
THOUSAND OAKS, CA. 91360
v: 818-991-7148

VICINITY MAP

PROJECT STATISTICS
3620 NORANDA LANE, MALIBU CA. 90265
ASSESSORS PARCEL NUMBER: 4473-026-002
ZONING: RURAL RESIDENTIAL (RR2) - LEGAL NON-CONFORMING
GROSS LOT AREA: 2.81 Ac. (122,403.6 SQ. FT.)
ROADWAY EASEMENT AREA: 7,841 SQ. FT.

SLOPES GREATER THAN 1:1 : 10,238 SQ. FT.

NET LOT AREA: 2.465 Ac. (104,325.6 SQ.FT.)
MEDIAN LOT DEPTH: 459.25' FT.

MEDIAN LOT WIDTH: 238.25'FT.

MAX BUILDING HEIGHT: 18'-0" FT. ABOVE FINISHED GRADE
MAX FULL HEIGHT PROJECTION: 35'-0" (SOUTH ELEVATION)
TOTAL DEVELOPMENT FOOTPRINT: 6,637 SQ. FT.

TDSF - TOTAL DEVELOPMENT SQUARE FOOTAGE:

FORMULA MAXIMUM SQUARE FOOTAGE: 8,902 SQ. FT.

REDUCTION BY 25% (HILLSIDE ORDINANCE) -2,225 SQ. FT.

MAXIMUM ALLOWABLE TDSF : 6,677 SQ. FT. MAX.

TOTAL PROPOSED TDSF: 6,082 SQ. FT.

LOWER LEVEL: 2,739 SQ. FT.

UPPER LEVEL: 2,050 SQ. FT.

TOTAL HABITABLE SPACE: 4,789 SQ. FT.

BASEMENT : 1,801 SQ. FT. INCLUDING GARAGE
(EXTRA BASEMENT AREA: 801 SQ. FT. (X 50%) = 400 SQ. FT. + 1,000 SQ. FT. BASEMENT AREA
PROPERTY LINE SETBACKS:

FRONT YARD SETBACK: 32'-6" (MINOR MOD. REQUIRED)
NORTH SIDE YARD SETBACK: : 45'-0" (23' - 9" MIN. REQUIRED) SOUTH SIDE YARD SETBACK: 170'-0" (35' - 8" MIN. REQUIRED) REAR YARD SETBACK: 186'-7" (69'-0) MIN. REQUIRED)
IMPERMEABLE GROUND COVERAGE:

MAX. ALLOWABLE IMPERMEABLE COVERAGE: 25,000 SQ. FT.
(35% of adjusted lot area / up to 25,000 SQ. FT. MAX.)
TOTAL PROPOSED IMPERMEABLE COVERAGE: 5,990 SQ. FT.
(POOL IS CONSIDERED IMPERMEABLE)
PROPOSED COVERAGE BY STRUCTURES: 4,789 SQ. FT.

PROPOSED COVERAGE BY PATIOS AND DECKS: 1201 SQ. FT.
(DRIVEWAY IS PERMEABLE TAMPED CONCRETE)
GRADING NON-EXEMPT EARTHWORK QUANTITIES:

CUT: 579 CU. YRDS.

FILL: 2 CU. YRDS.

IMPORT: 0 CU. YRDS.

EXPORT: 2,036 CU. YRDS. (EXEMPT)
TOTAL NON-EXEMPT GRADING : 581 CU. YARDS
REFER TO SHEET C-3.0 FOR TGYV FORM.

AUTOMATIC FIRE SPRINKLERS ARE REQUIRED THROUGHOUT HOME AND GARAGE.

L.A. COUNTY ASSESSORS MAP

PROJECT BUILDING CODE DATA
OCCUPANCY GROUP: R-3 (SINGLE FAMILY w/

BASEMENT) / U (PRIVATE GARAGE)
PRESENT ZONING: RR-5

NOT WITHIN CCC APPEAL JURISDICTION
TYPE OF CONSTRUCTION: TYPE IB, SPRINKLERED
FIRE ZONE: VHFHSZ
BUILDING CODES:
- 2020 LOS ANGELES COUNTY AMENDMENTS TO THE
2019 CALIFORNIA RESIDENTIAL, BUILDING, PLUMBING,

MECHANICAL & ELECTRICAL CODES
- 2020 LA COUNTY GREEN BUILDING CODE
- 2020 CALIFORNIA ENERGY CODE
DEFERRED SUBMITTALS/SEPARATE PERMITS:

FIRE SUPPRESSION SYSTEM
OWTS

SOLAR PANELS
SURVEYOR:

JOHN JAHAMPOUR-BURKE
H.J. BURKE, INC.
830 S. DURANGO DR., SUITE 100
LAS VEGAS, NV. 89145
v: 310-633-1213
f: 702-562-9876
BIOLOGIST:

ANDREW FORDE

FORDE BIOLOGICAL CONSULTANTS
10664 PRESILLA ROAD
SANTA ROSA VALLEY, CA. 93012
v: 805-302-7165
f: 805-552-9196
ARBORIST:

GREG C. AINSWORTH
241 EVA STREET
VENTURA, CA. 93003
v: 818-564-5544
OWTS SPECIALIST:

KEVIN POFFENBARGER

EPD CONSULTANTS
20722 S. MAIN STREET
CARSON, CA. 90745
v: 310-241-6565
TITLE 24 ENERGY CALC.S:

DAVID McCLAIN
TITLE 24 DATA
633 MONTEREY TRAIL
FRAZIER PARK, CA. 93225-2199
v: 800-237-8824
FIRE SUPPRESSION:

TYLER RYDER

CENTERLINE FIRE SUPPRESSION
23720 SHASTA WAY,
SIMI VALLEY, CA. 93065
v: 805-578-9000

PLAN SET INDEX
A-1.0 COVER SHEET
A-1.1 SITE SURVEY
A-1.2 SITE PLAN
A-1.2a FIRE ACCESS (WALKING) PLAN
A-1.2b FIRE ACCESS PLAN
A-1.2c ACCESS ROAD SURVEY
A-1.2d ROAD SECTION & RADII
A-1.2e WATER PURVEYANCE PLAN
A-1.2f WATER STORAGE DETAILS
A-1.2g DRAFT HYDRANT NOTES
A-2.1 BASEMENT PLAN VIEW
A-2.2 LOWER LEVEL PLAN VIEW
A-2.3 UPPER LEVEL PLAN VIEW
A-2.4 ROOF PLAN
A-3.1 NORTH ELEVATION & SECTION
A-3.2 SOUTH ELEVATION & SECTION
A-3.3 EAST ELEVATION & SECTION
A-3.4 WEST ELEVATION & SECTION
A-3.5 ARCHITECTURAL RENDERINGS
FM-1 FUEL MODIFICATION PLAN
FM-2 LANDSCAPE PLAN
FM-3 WATER CONSERVATION PLAN
SP-1 STORY POLE PLAN
C-1 CIVIL COVER SHEET
C-2 CIVIL SITE PLAN
C-3 GRADING PLAN
C-4 DRAINAGE PLAN w/ SWMP
C-5.0 GRADING SECTIONS 1
C-5.1 GRADING SECTIONS 2
C-6 DRAINAGE DETAILS
C-7 CONTECH-FILTERRA DETAILS
EC-1 EROSION CONTROL PLAN & SWPPP
EC-2 BMP NOTES & DETAILS 1 OF 3
EC-3 BMP NOTES & DETAILS 2 OF 3
EC-4 BMP NOTES & DETAILS 3 OF 3
S-1P PRELIMINARY FOUNDATION PLAN

CCSA DEVELOPMENT FOOTPRINT SLOPE ANALYSIS

STAUSS RESIDENCE
3620 NORANDA LANE - CITY OF MALIBU, CA 90265
APN: 4473-026-002 - (PREVIOUSLY DEVELOPED AS 3660 NORANDA LANE) LEGAL DESCRIPTION: PARCEL 2 OF PARCEL MAP 3821 AS RECORDED APRIL 1, 1975 IN BOOK 59, PAGE 35 OF OFFICIAL RECORDS OF THE COUNTY OF LOS ANGELES.

PROJECT DESCRIPTION:

RECONSTRUCTION OF A SINGLE FAMILY RESIDENCE LOST TO FIRE. PRIOR COASTAL DEVELOPMENT PERMIT 5-86-472 FOR MAIN RESIDENCE, GUEST HOUSE, WELL AND SEPTIC SYSTEM.

THIS APPLICATION IS FOR A NEW SINGLE STORY 4,789 SQ. FT. SINGLE FAMILY RESIDENCE WITH 1,801 SQ. FT. BASEMENT/GARAGE, 10' X 60' LAP POOL, SPA, AND ON-SITE WASTE TREATMENT SYSTEM AND TWO UNDERGROUND WATER STORAGE TANKS. EXISTING WELL TO REMAIN IN SERVICE.

TOTAL LANDSCAPE AREA (ALL INDIGENOUS SPECIES): 3,299 SQ. FT.

UPPER LEVEL ROOF DECK: 2,608 SQ. FT / LOWER LEVEL DECKS: 600 SQ. FT. TOTAL.

CDP #17-104 MM# 20-012 (FRONT SETBACK) VAR# 19-035 (ESHA) VAR# 19-036 (CONSTR. ON SLOPES) ATTACHMENT 2
110
G
TP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 4 OF 37
A-1.13620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265

SITE SURVEY

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

NORANDA LANE
LEGEND
H.J. BURKE, INC.

T: (310) 633-1213 T: (702) 452-8753 F: (702) 562-9876 EMAIL: [email protected] DRAWN BY: AMIN
CHECKED BY: JOHN
DATE OF SURVEY: 08-01-2017
DWG. NAME: 3620 NORANDA LN
REVISIONS APPROVED BY: DATE
BENCHMARK:

LOS ANGELES COUNTY BENCHMARK NO. DY6349,
RDBM TAG IN S WALL DRAIN 6.5M(21') E/O C/L ENCINAL CYN RD & 8M(26') S/O C/L NORANDA LN @ MI MKR 6.59
.

ELEVATION= 758.56'
_________________________________________________________ HOOSHMAND JAHANPOUR-BURKE, LS 8230 DATE

FOR REVIEW AND COMMENT ONLY
LEGAL DESCRIPTION:

LOT 2 OF PARCEL MAP NO. 3821, RECORDED IN BOOK 59 OF PARCEL MAPS, PAGES 35 AND 35 OF THE LOS ANGELES COUNTY OFFICIAL RECORDS.
111
GTP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 5 OF 37
A-1.23620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265

SITE PLAN

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
L= 74 04', R= 60.0 ' A.C. PAVE
NEOT
1028.97
FT
1038.21
1038.10
1032.86
1043.31
1043.53
1047.74
1054.05
1060.10
1064.99
1065.49
1078.58
1082.47
1089.33
1087.11
1083.82
1096.03
1092.11
1092.29
1089.55
1087.19
1093.51
1093.90
FT
FT
F
F
T
T
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
1089.6
NH
1093.9
NH
1088.1
NH
N8º10'30"W
W
(980)
(1000)
(1010)
(1020)
(1030)
(1040)
(1060)
(1070)
(1080)
(1090)
(1100)
(960)
(1020)
(970)
(980)
(990)
(1000)
(1010)
(990)
(1000)
(980)
(1030)
(1040)
(1050)
(1060)
(1070)
(1090)
(1080)
(1040)
(1050)
(1080)
(1070)
(1060)
(1050)
(1040)
(1080)
(1090)
(900)
(1050)
(950)
(940)
(930)
(920)
(1010)
(1020)
(1030)
(1090)
(1060)
(1100)
(1090)
(1080)
(1060)
(1070)
(1030)
(1070)
REAR YARD SETBACK: 69'
NPRUH SIDE YARD SFTCACK: 23'' - 9"
SPUTH SIDEYARD SFTCACK: 35'-8"
F
S
O

OT YARD SFT
CACK: 32'-6"

DG DRIVEWAY
APSOO
(E) WATFR WEML
UNDERGROUND XERXES 25,000 GAL.

FIBERGLASS
42' X 10' FOOD GRADE TANK

UNDERGROUND
5,000
GAL.

TANK

PSIVATF HYDRANU

PPOM DRAFU HYDRANU
26' - 0" MIN.

TSEFS AND

VEHEUATIOO
11 12
13 14
LOWER
ROOF

LPWES DECK

LPWES DECK
PPOM
MFDIAN LPT DEQTH: 459'-3"
M
F
DIAN LPT WIDTH: 247'-3"

NPRUH SIDE
YARD SFTCACK=
45'-0"

SPUTH SIDE
YARD SFTCACK= 170'-0"
REAR YARD SETBACK=
186'-7"
32' - 6" MIN.
25'-0" min. 25'-0" min.
26' - 0" MIN.
'r0n5 SIDE

YARD SFTCACK

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'

OAK WOPDLAND

LIGHT THINOINH OOLY

RFMPVE DECEASFD OAKS
PFR SQECIAL INTTSUCTIOOS*

OAK CANPPY

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'
4p" 1o0l 4t&p4
UPQES
RPOG

UPQES LFVEM

DECK ARFA
LPWES
RPOG
"-l 5:1e 1# $0n4t36$5*0n
PRELIMINARY REPORT Fidelity National Title Company
YOUR REFERENCE: BR-15053 ORDER NO.: 00165422-994-VNO-SI CLTA Preliminary Report Form – Modified (11/17/06) Page 3

EXHIBIT A

LEGAL DESCRIPTION

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF MALIBU, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:

PARCEL A:

PARCEL 2, AS SHOWN ON PARCEL MAP NO. 3821, IN THE CITY OF MALIBU, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 59 PAGES 35 AND 36 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

EXCEPT THEREFROM ALL MINERALS, OIL, PETROLEUM, ASPHALTUM, GAS, COAL AND OTHER

HYDROCARBON SUBSTANCES IN, ON, WITHIN AND UNDER SAID LANDS AND EVERY PART THEREOF, BUT

WITHOUT THE IRHG TOF SURFACE ENTRY THEREON, AS RESERVED BY MARBLEHEAD LAND COMPANY, A CORPORATION, IN DEEDS RECORDED MAY 15, 1941 IN BOOK 18417 PAGE 181, OFFICIAL RECORDS, AND NOVEMBER 27, 1941 IN BOOK 18967 PAGE 109, OFFICIAL RECORDS.

PARCEL B:

AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES TO BE USED IN COMMON WITH OTHERS, OVER THAT PORTION OF NORANDA LANE (PRIVATE DRIVEWAY), LYING WITHIN THE LINES OF PARCELS 1, 2 AND 3, AS SHOWN ON PARCEL MAP NO. 3821, IN THE CITY OF MALIBU, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 59 PAGES 35 AND 36 OF PARCEL MAPS, IN THE OFFICE

OF THE COUNTY RECORDER OF SAID COUNTY, AND OVER THAT PORTION OF NORANDA LANE (PRIVATE DRIVEWAY), LYING WITHIN THE LINES OF PARCELS 1, 2, 3 AND 4, AS SHOWN ON PARCEL MAP NO. 6081, IN

THE CITY OF MALIBU, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 70 PAGES 12 AND 13 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

EXCEPT THAT PORTION THEREOF LYING WITHIN THE LINES OF PARCEL A DESCRIBED ABOVE.

APN: 4473-026-002

APN MAP

PLOTTED MAP
City of Malibu
23825 Stuart Ranch Road · Malibu, California · 90265-4861 Phone (310) 456-2489 · Fax (310) 456-7650 · www.malibucity.org

Page 1 of 1 ends

P:\Forms\COUNTER FORMS\Planning\PLN Grading Verification Certificate_130701.doc

TOTAL GRADING YARDAGE VERIFICATION CERTIFICATE

PLANNING DEPARTMENT REVIEW LEVEL
PROJECT NUMBER:

PROJECT ADDRESS:

All projects proposing land form alteration which involves more than 100 cubic yards of grading shall complete this form. The completed form must be provided at the time of Planning Department application for grading approval. All applicable cubic yardages shall be completed in the table. All calculations utilized to estimate the cubic yardages indicated shall be attached to this form. This form and the required calculations must be prepared by a State of California Licensed Civil Engineer. The form and the calculations shall be stamped and wet signed by the preparing party.

Exempt NonExempt Remedial Total
R&R Understructure Safety
Cut
Fill
Total
Import
Export
All quantities indicated shall be in cubic yards only.

R&R = Removal and Recompaction – R&R must be balanced.

Safety Grading is required grading for L.A. County Fire Department access approval beyond the 15 foot minimum access and may include turnouts, hammerheads, turnarounds, and access roadway widening.

Remedial grading is grading recommended by a full site geotechnical or soils report prepared by a licensed geologist or soils engineer which is necessary to correct physical deficiencies on the site for the construction of a primary residential structure or access to the lot.

Imported means soil that is brought on to the site. Exported means soil that is leaving the site. This information will be used to calculate the number of truck trips required for site preparation.

PREPARED BY: __________________________________ PRINT NAME __________________________________ SIGN NAME
DATE: __________________________________

STAMP

5/25/21

JAMES TUCHSCHER
0 1634 0 402 0 2036
0 0 0 0 0 0
0 1634 0 432 0 2066
0 0 0 15 0 15
0 1634 0 417 0 2051
3620 NORANDA LANE
N
1 SCALE: 1" = 30'

SITE PLAN

SUBJECT PSOQESTY
MAXIMUM ALLOWABLE SQUARE FOOTAGE DETERMINATION:

UP TO 1/2 ACRES; 21,780 X .177 = 3,855 + 1,000 = 4,855 SQ. FT. 1/2 ACRE TO 1 ACRE: 43,560 - 21,780 = 21,780 X 0.10 = 2,178 SQ. FT. 1 ACRE TO 1.5 ACRES: 65,340 - 43560 = 21,780 X 0.05 = 1,089 SQ. FT.

1.5 ACRES OR MORE: 104,325.6 - 65,340 =38,985.6 X 0.02 = 780 SQ. FT. -----------------
TOTAL ALLOWABLE SQUARE FOOTAGE: 8,902 SQ. FT.

REDUCTION DUE TO HILLSIDE ORDINANCE: 2,225 SQ. FT.
------------------
PROJECT SQUARE FOOTAGE ALLOWANCE: 6,677 SQ. FT. MAX.

L.A. COUNTY ASSESSORS MAP
GROSS LOT AREA: 122,403.6 SQ. FT.

DEDICATED ROAD EASEMENT: 7,841 SQ. FT.

SLOPES GREATER THAN 1:1 : 10,238 SQ. FT.

NET LOT AREA = 104,325.6 SQ. FT.

FIRE PREVENTION BUREAU NOTES:

FOR COMPLETE NOTES, REFERENCE SHEET A-1.2f

1. Provide a minimum unobstructed width of 20 feet, exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance "clear to sky" Fire Department vehicular access to within 150 feet of all portions of the exterior building walls. Fire Code 503.2.1

2. The gradient of Fire Department vehicle access roads shall not exceed 15 percent unless approved by the mSFDPEFPæDJBM'JSF$PEF

3. Dead-end mSFBQpBSBUVTBDcFTsSPBETJOFYDFTsPGGFeUJOMFOHUITIBMlCFQSPWJEFEXJUIBOBQpSPWFE'JSF%FQBSUNFOUUVSOBSPVOE'JSF$PEF

4. Fire Department vehicular access roads shall be hard scape all weather access in accordance with the Department's All Weather Access Requirements. Fire Code 503.2.3 5 Fire Department vehicular access roads must be installed and maintained in a serviceable manner prior to and during the time of construction. Fire Code 501.4

6. All required PUBLIC mSFIZESBOUTTIBMlCFJOTUBMlFE
UFTUFEBOEBDcFQUFEQSJPSUPCFHJOnJOHDPOTUSVDUJPO'JSF$PEF

7. Provide approved signs or other approved notices or markings that include the words NO PARKING - FIRE LANE. Signs shall have a minimum dimension of 12 inches wide by 18 inches high and have red letters on a white renFDUJWFCBDLHSPVOE4JHOTTIBMlCFQSPWJEFEGPSmSFBQQBSaUVTBDDFTTSPBET UPDMFBSMZJOEJDBUFUIFeOUSBODFUPTVDISPBE
PSQSPIJCiUtIFPCTUSVDUJPOUIFSePGBOEBUJOUFSWBMT
BTSFRVJSFECZUIF'JSF*OTQFDUPS'JSF$PEF3
112
GTP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 6 OF 37
A-1.2a3620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 FIRE ACCESS SITE PLAN STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

60.0 ' A.C. PAVE
N
E
O
T
1060.10
1064.99
1065.49
1078.58
1082.47
1089.33
1087.11
1083.82
1096.03
1092.11
1092.29
1089.55
1087.19
1093.51
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
1089.6
N
H
1093.9
1088.1
N
H
W
(1060)
(1070)
(1080)
(1090)
(1100)
(1060)
(1070)
(1090)
(1080)
(1040)
(1050)
(1080)
(1070)
(1060)
(1080)
(1090)
(1050)
(1030)
(1090)
(1060)
(1100)
(1090)
(1080)
(1060)
(1070)
(1070)
S
F
T
CACK: 32'-6"

DG DRIVEWAY
APSOO
(E) WATFR WEML
UNDERGROUND XERXES 25,000 GAL.

FIBERGLASS
42' X 10' FOOD GRADE TANK

UNDERGROUND
5,000
GAL.

TANK

PSIVATF HYDRANU

PPOM DRAFU HYDRANU
26' - 0" MIN.

TSEFS AND

VEHEUATIOO
LOWER
ROOF

LPWES DECK

LPWES DECK
PPOM
N
P
R

UH SIDE
YARD S
F
T
CACK=
45'-0"
32' - 6" MIN.
25'-0" min. 25'-0" min.
26' - 0" MIN.
'r0n5 SIDE

YARD SFTCACK

OAK WOPDLAND

LIGHT THINOINH OOLY

RFMPVE DECEASFD OAKS
PFR SQECIAL INTTSUCTIOOS*

OAK CANPPY
4p"
1o0l 4t&p4
UPQES
RPOG

UPQES LFVEM

DECK ARFA
LPWES
RPOG
"-l 5:1e 1# $0n4t36$5*0n
N
1 SCALE: 1" = 10'

FIRE ACCESS SITE PLAN
NOTE:

THE FULL LENGTH OF NORANDA LANE FROM

ENCINAL CANYON ROAD TO THE HAMMERHEAD ON
THE SUBJECT PROPERTY IS A MINIMUM 20 FEET
WIDE FOR THE ENTIRE LENGTH OF THE ROADWAY.
113
GTP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 7 OF 37
A-1.2b3620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 FIRE ACCESS PLAN STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
L= 74 04', R= 60.0 '
A.C. PAVENEOT
1028.97
FT
1038.21
1038.10
1032.86
1043.31
1043.53
1047.74
1054.05
1060.10
1064.99
1065.49
1082.47
1078.58
1089.33
1087.11
1083.82
1096.03
1092.11
1092.29
1089.55
1087.19
1093.51
FT
FT
FT
FT
FT
F
T
F
T
FT
FT
FT
FT
FT
FT
FT
F
T
F
T
FT
FT
FT
FT
FT
1089.6
NH
1088.1
NH
N8º10'30"W
W
(980)
(1000)
(1010)
(1020)
(1030)
(1040)
(1060)
(1070)
(1080)
(1090)
(1100)
(1020)
(1000)
(1030)
(1040)
(1050)
(1060)
(1070)
(1080)
(1090)
(1040)
(1050)
(1080)
(1070)
(1060)
(1050)
(1040)
(1080)
(1090)
(900)
(1050)
(1010)
(1020)
(1030)
(1090)
(1060)
(1100)
(1090)
(1080)
(1060)
(1070)
(1030)
(1070)
N
P
R

UH SIDE YARD S
F
T
CACK: 23'' - 9"

SPUTH SIDE
T YARD S OOSF ACK: 32'-6" CTF

DG DRIVEWAY
AP
S
O
O
(E) WAT
FR WE
M
L
UNDERGROUND XERXES 25,000 GAL.

FIBERGLASS
42' X 10' FOOD GRADE TANK

UNDERGROUND
5,000
GAL.

TANK
P

SIVATF HYDRAN
U
P
P
O
M DRAF

U HYDRAN
U
26' - 0" MIN.

T
S
E
FS AND
VE
H
E
UATIO
O
11 1
2 1
3 1
4 LOWER
ROOF
LPWE
S DECK
LPWE
S DECK
PPO
M
M
F

DIAN LPT D

DIAN L F M
T WIDTH: 247'-3" P

H SIDE URPN
ACK= CTF YARD S
45'-0"
SPUTH SIDE YARD SFTCACK=
170'-0"
REAR YARD SETBACK=
186'-7"
32' - 6" MIN.
25'-0" min. 25'-0" min.
26' - 0" MIN.
'
r
0 n
5 SIDE
YARD S
F
T
CACK
MAP
QED E
THA
O

OLY MIN
PR R
F
M
PVAL O
G
DEAD B

SUSH IN Z
P
N
F 'C'
OAK WO
PDLAND

LIGHT THIN
OIN
H O
OLY
R
F
M

PVE DECEAS

FD OAKS
P
FR S

QECIAL IN
T
T
SUCTIO
OS*

OAK CAN
PPY
4p"
1o0
l
4t
&
p4
UP
Q
E
S
R
P
O
G
UP
Q
E
S LFVE
M

DECK ARFA
L
PWE
S
R
P
O
G
"-l 5:1e 1
# $0
n
4 t36$5*0
n
N
1 SCALE: 1/16" = 1'-0"

FIRE FIGHTER ACCESS PLAN

ASPHALT DRIVEWAY CROSS-SECTION
6" 8" 12"
NOTE:

THE FULL LENGTH OF NORANDA LANE FROM

ENCINAL CANYON ROAD TO THE HAMMERHEAD ON
THE SUBJECT PROPERTY IS A MINIMUM 20 FEET
WIDE FOR THE ENTIRE LENGTH OF THE ROADWAY.
114
G
TP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 8 OF 37
A-1.2c3620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 ACCESS ROAD SURVEY STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

N68°38'36"W
230.00'
S56º00'27"W
656.48'
S73º47'45"W 442.31'
S1º38'00"W 30.00' N88º22'00"W 30.00'
L= 74 .04 ',
R= 60.00'
N17º39'57"W 145.46'
N16º21'20"E
121.04'

NORANDA LANE
A.C. PAVEMENT

EDGE OF PAVEMENT
1028.97 1025.67FS
1025.34
1025.65 1031.52
1038.21 1038.10 1032.86 1032.89
1040.06
1043.31
1043.53
1047.04
1047.74 1050.421056.34 1054.05 1060.10 1064.991065.49 1078.58 1082.471086.80 1089.33 1087.11 1083.82 1080.01 1096.03 1096.10 1092.11
1092.29
1091.89
1089.55
1087.19
1093.51
1093.90
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS

FS FS FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
1089.6
NG
1093.9 NG
1088.1
NG
N8º10'30"W 194.24'
LS 4848
FD N&T
W

TREES AND VEGETATION

TREES AND VEGETATION
(980) (990)
(1000) (1010) (1020) (1030)(1040) (1050) (1060) (1070)
(1080) (1090)
(1100)
(950)
(960)
(940)
(930)
(920)
(1020)
(970)
(980)
(990)
(1000)
(1010)
(990)
(1000) (1010) (1020)
(1030)
(1050) (1040) (1060)
(1070)
(1080)
(1090)
(1030) (1040)
(1090) (1050) (1080) (1060) (1070) (1100)
(1090) (1080) (1060) (1070)
(1060) (1050)
(1040)
(1030)
(1070) (1080)
(1090)
750
800
900 950
1000
650
850
850
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
N
1 SCALE: 1/64" = 1'-0"

NORANDA LANE SURVEY

SUBJECT PSOQESTY
(FPRNESLY 3660 NPRANDA LANF)

ENCINAL CANYON ROAD
(E) NORANDA LANE
NOTE:

THE FULL LENGTH OF NORANDA LANE FROM

ENCINAL CANYON ROAD TO THE HAMMERHEAD ON
THE SUBJECT PROPERTY IS A MINIMUM 20 FEET
WIDE FOR THE ENTIRE LENGTH OF THE ROADWAY.
115
GTP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 9 OF 37
A-1.2d3620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 ROAD GRADE/ RADII STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

GRADE BREAK

GRADE BREAK
6" X 4" X 2 1/2" P 6" X 4" X 2 1/2" PSIVATF HYDRANU
700'
800'
900'
1000'
1100'
17% GRADE
11% GRADE 2% GRADE

ENCINAL CANYON ROAD

SUBJECT PROPERTY
ID = 36'-5"
CD = 61'-3"
OD = 92'-3"
OD = 101'-0"
CD = 80'-3"
ID - 49'-2"
ID = 54'-3"
CD = 75'-2"
OD = 88'-8"
ID = 75'-10"
CD = 87'-1"
OD - 107'-5"
ID 149'-10"
CD = 234'-0"
OD - 358'-2"
OD = 117'-5"
CD = 113'-9"
ID = 82'-11" OD = 163'-9"
CD = 144'-4"
ID = 121'-6"
ID = 55'-11"
CD = 98'-4"
OD = 112'-8"
OD = 136'-9"
CD = 115'-2"
ID = 90'-8"
OD = 125'-7"
CD = 90'-0"
ID = 70'-3"
ID = 109'-8"
CD = 113'-3"
OD = 137'-9"
.
1 SCALE: 1/64" = 1'-0"

ROAD SLOPE/GRADE PERCENTAGE
2 SCALE: 1" =100'

ACCESS ROAD RADII
FIRE PREVENTION BUREAU NOTES;

2. The gradient of Fire Department vehicle access roads shall not exceed 15 percent unless approved by the mSFDPEFPæDJBM'JSF$PEF

3. Dead-end mSFBQpBSBUVTBDcFTsSPBETJOFYDFTsPGGFeUJOMFOHUITIBMlCFQSPWJEFEXJUIBOBQpSPWFE'JSF%FQBSUNFOUUVSOBSPVOE'JSF$PEF

4. Fire Department vehicular access roads shall be hard scape all weather access in accordance with the Department's All Weather Access Requirements.

Fire Code 503.2.3

5. When security gates are provided, maintain a minimum access width of 20 feet clear width. The security gate shall be provided with an approved means of emergency operation, and shall be maintained operational at all times and replaced or repaired when defective. Electric gate operators, where provided, shall be listed in accordance with UL 325. Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements of ASTM F220. Gates shall be of the swinging or sliding type. Construction of gates shall be of materials that allow manual operation by one person.Fire Code 503.6

6. Fire apparatus access roads shall be identimFEXJUIBQpSPWFETJHOT5FNQPSBSZTJHOTTIBMlCFJOTUBMlFEBUFBDIJOUFSTFDUJPOXIFODPOTUSVDUJPOPGOFX roadways allows passage by vehicles. Signs shall be of an approved size, weather resistent and be maintained until replaced by permanent signs. Fire Code 505.2

7. Fire Department vehicular access roads shall be provided with a 32 foot centerline turning radius. Fire Code 503.2.4

8. Approved building address numbers, building numbers or approved building identimDBUJPOTIBMlCFQSPWJEFEBOENBJOUBJOFETPBTUPCFQMBJOMZWJTJCMFBOE legible from the street fronting the property. The numbers shall contrast with their background, be Arabic numerals or alphabet letters, and be a minimum of 4 inches high with a minimum stroke width of 0.5 inch. Fire Code 505.1

9. Fire apparatus access roads shall be designed and maintained to support the imposed load of mSFBQpBSBUVTXFJHIJOHUPOTBOETIBMlCFTVSGBDFETPBT to provide all-weather driving capabilities. Fire apparatus access roads having a grade of 10 percent or greater shall have a paved or concrete surface. Fire Code 503.2.3

10. Decking, surfaces, stair treads, risers, and landings of decks, porches, and balconies where any portion of such surface is within 10 feet of the primary structure shall be of concrete and mSFSFUBSEBOUUSFBUFEXPoEDPOTUSVDUJPO 3FTJEFOUJBM$PEF3BOE#VJMEJOH$PEF"

11. Grade breaks shall not exceed the maximum angle of approach or departure for Fire Department apparatus, which should not exceed a maximum of 10 percent in 10 feet. Fire Code 503.2.8

12. A minimum of 5 foot wide approved mSFmHIUFSBDDFTTXBMLXBZleading from the mSFBQpBSBUVTBDcFTsSPBE to the building's exterior openings shall be provided for mSFmHIUJOHBOESFTDVFQVSQPTFs'JSF$PEF

13. The required mSFnPXGPSmSFIZESBOUTBU UIJTMPDBUJPOJT HQN BU QTJSFTJEVBMQSFTTVSF
GPSBEVSBUJPOoG IPVSTPWFSBOEBCPWFNBYJNVNEBJMZ domestic demand. Fire Code 507.3 and Appendix B105.1 Appendix B.

14. Provide an approved automatic mSFTQSJOLMFSTZTUFNBTTFUGPSUICZ#VJMEJOH$PEFBOE'JSF$PEF1MBOTTIBMlCFTVCNJUtFEUPUIF4QSJOLMFS1MBO Check Unit for review and approval prior to installation Reason: Residential code & Fire Code 903.2.11.7 & mSFnPXSFEVDUJPO Type of mSFTQSJOLMFSTZTUFN

15. Smoke alarms shall be installed in the following locations: 1. In each sleeping room. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and habitable attics but not including crawl spaces and uninhabitable attic spaces. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suæDFGPSUIFBEKBDFOUMPXFSMFWeMQSPWJEFdUIBUtIFMPXFSMFWeMJTMFTTUIBOPOFGVMMTUPSZCFMPXUIFVQQFSMFWeM8IFONPSFUIBOPOFTNPLF alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. Residential Code R314.3

16. Fire Department vehicular access roads must be installed and maintained in a serviceable manner prior to and during the time of construction. Fire Code 501.4

17. All required PUBLIC mSFIZESBOUTTIBMlCFJOTUBMlFE UFTUFEBOEBDcFQUFEQSJPSUPCFHJOnJOHDPOTUSVDUJPO'JSF$PEF

18. Provide approved signs or other approved notices or markings that include the words NO PARKING - FIRE LANE. Signs shall have a minimum dimension of 12 inches wide by 18 inches high and have red letters on a white renFDUJWFCBDLHSPVOE4JHOTTIBMlCFQSPWJEFEGPSmSFBQQBSaUVTBDDFTTSPBET UPDMFBSMZJOEJDBUFUIFeOUSBODFUP
such road, or prohibit the obstruction thereof and at intervals, as required by the Fire Inspector. Fire Code 503.3 NOTE:

THE FULL LENGTH OF NORANDA LANE FROM

ENCINAL CANYON ROAD TO THE HAMMERHEAD ON
THE SUBJECT PROPERTY IS A MINIMUM 20 FEET
WIDE FOR THE ENTIRE LENGTH OF THE ROADWAY.
116
GTP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 10 OF 37
A-1.2e3620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 WATER PURVEYANCE PLAN STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
1065.49
1078.58
1082.47
1096.03
FT
FT
FT
W
(1060)
(1070)
(1080)
(1090)
(1100)
(1090)
(1040)
(1050)
(1080)
(1070)
(1080)
(1050)
(1030)
(1090)
(1060)
(1100)

DG DRIVEWAY
APSOO
(E) WATFR WEML
UNDERGROUND XERXES 25,000 GAL.

FIBERGLASS
42' X 10' FOOD GRADE TANK

UNDERGROUND
5,000
GAL.

TANK

PSIVATF HYDRANU

PPOM DRAFU HYDRANU
26' - 0" MIN.

TSEFS AND

VEHEUATIOO
LOWER
ROOF

LPWES DECK

LPWES DECK
PPOM
N
P
R

UH SIDE
YARD S
F
T
CACK=
45'-0"
32' - 6" MIN.
26' - 0" MIN.
'r0n5 SIDE

YARD SFTCACK

OAK WOPDLAND

LIGHT THINOINH OOLY

RFMPVE DECEASFD OAKS
PFR SQECIAL INTTSUCTIOOS*
4p"
1o0l 4t&p4
UPQES
RPOG

UPQES LFVEM

DECK ARFA
LPWES
RPOG
"-l 5:1e 1# $0n4t36$5*0n
GAIL FARBER, Director
February 12, 2014

COUNTY OF LOS ANGELES

DEPARTMENT OF PUBLIC WORKS
"To Enrich Lives Through Effective and Caring Service"
Mr. Michael Auten
26601 Prospect Street, No. 19
Boron, CA 93516
Dear Mr. Auten:
900 SOUTH FREMONT AVEN[JE
ALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626)458-5100
http://dpw.lacounty.gov ApDRESS ALL CORRESPONDENCE TO:

P.O. BOX 1460
ALHAMBRA, CALIFORNIA 91802-1460

IN REPLY PLEASE
REFER TO FILE: V V V V-3
LOS ANGELES COUNTY WATERWORKS DISTRICT NO. 29, MALIBU
WATER SERVICE TO ASSESSOR PARCEL NO.4473-026-002
3620 NORANDA LANE, MALIBU
This is in response to your recent correspondence regarding water service from the Los Angeles County Waterworks District No. 29, Malibu (District), to Assessor Parcel No. 4473-026-002. The District hereby denies water service based on the elevation of the above-mentioned parcel. The District's existing 825 pressure zone would not provide adequate water pressure to serve the above-mentioned parcel since the parcel elevation is higher than the elevation that can be adequately served by the existing pressure zone. Furthermore, your parcel is more than 2,000 feet from one of the District's existing water mains. In accordance with Rules and Regulations of the Los Angeles County Waterworks Districts and the Marina del Rey Water System, Rule 1-C-1c (copy enclosed), the District has the right to deny water service if existing conditions limit or restrict the District's ability to provide adequate and proper water service.

However, you may propose a conceptual plan for constructing a new water system pressure zone for the proposed development and submit it to the District for review.

The District may either reject and deny water service from the public water system or accept the proposed plans. If the District accepts the developer's plan, the applicant must agree in writing to finance the construction of a new water system pressure zone in order for the District to issue aWill-Serve Letter for the proposed development.

It is important to point out that when the needed improvements benefit other vacant properties, the applicant who finances the improvements may establish a right to future financial participation by other applicants by filing a Letter of Participation with the District. During the 10-year period commencing from the date of formal transfer of the water system improvements to the District, additional applicants must reimburse the original applicant their pro rata share of the cost of the improvements.

Mr. Michael Auten
February 12, 2014

Page 2 ends

If you have any questions, please contact Mr. Ramy Gindi at (626) 300-3349 or [email protected].

Very truly yours,

GAIL FARBER
Director of P lic Works
~d~ ADAM ARIKI
Assistant Deputy Director
Waterworks Division
RG:dvt
LTS847
Enc.
1 SCALE: 1" = 10'

WATER PURVEYANCE SITE PLAN
2 WILL-NOT-SERVE LETTER
3 WELL TEST
6" X 4" X 2 1/2" PSIVATF HYDRANU
PFR DEUAIL 9, PH. A-1.2'

PPOM DRAFU HYDRANU
PFR NPTFS OO PH. A-1.2(
NOTE: SUBJECT PROPERTY ADDRESS HAS SINCE BEEN
REASSIGNED AS 3620 NORANDA LANE
117
GTP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 11 OF 37
A-1.2f 3620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 WATER STORAGE DETAILS STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

E
(TYP)
25 26
16 1/2"
20 21 22 23 24
S S
12 13 14 15 16 17 18 19
49 1/2" 66"
47'-6 3/4"
66" 66"
1 2 3 4 5 6 7 8 9 10
70 7/8" 66" 66" 49 1/2"
11 10 FT. DIA. 25,000 GALLON
BACKFILL WITH GRAVEL 3'
1'
14'-4"
E
6" VENT WITH FILTER
2" OVERFLOW OUTLET
47' 6"
10' 4"
14'
3'

ACTIVATED CARBON
6"
0 GAL
1290 GAL
3590 GAL
6455 GAL
9656 GAL
13015 GAL
16367 GAL
19551 GAL
22383 GAL
24630 GAL
25783 GAL
1' -
2' -
3' -
4' -
5' -
6' -
7' -
8' -
9' -
10' -
0' -

7.5' - 21000 GAL
SHUT
11/4" SQ.

PADLOCK

POST INDICATOR VALVE

WITH WINDOW TO SHOW
2" RECIRCULATION LINE 2" IRRIGATION OUTLET

TREATMENT UNIT BASED

ON SOURCE OF WATER

INLET LINE

FLOAT SWITCH ALARM

ANTI-VORTEX PLATE
4" OUTLET DRAIN WITH

CONTROL PANEL

GATE VALVE

RECIRCULATION PUMP

AUTOMATIC SENSOR SWITCH
TO REFILL TANK. 6" FROM TOP

IRRIGATION PUMP

7.7'

ANTI-VORTEX PLATE FOR
6" OUTLET DRAIN WITH

DOMESTIC WATER TANK

FOR FIRE

7.2'=21K GAL

CONNECTION
TO FIRE DEPT.

POSITION OF THE GATE VALVE
17 1/4" R 3/4" DIA

+2/(6#

3"
30" ID
37 1/2" OD TANK
R

30" MANWAY EXTENSION
3/4" DIA

+2/(6#

37 1/2" OD
30" ID
30" MANWAY EXTENSION
17 1/4"
36"
TANK
30" MANWAY
30" MANHOLE/WAY WITH RISER
36" ROUND MANHOLE
UNION
90 ELBOW

REINFORCED CONCRETE

EXTRACTOR CAP

STAGE II VENT LINE

FLEX-CONNECTOR

EXTRACTOR VALVE

BALL FLOAT ASSEMBLY

TO DISPENSER

JUNCTION BOX

TO VENT RISER

TURBINE PUMP
TANK
TOP OF
3/4" CONDUIT

PIPING SUMP DETAIL

OMNTEC PDS SUMP PROBE
4" RISER PIPE

PIPE ADAPTOR

EXTRACTOR

VENT ASSEMBLY

TOP OF TANK

BALL FLOAT VALVE

TANK VENT ASSEMBLY

REINFORCED CONCRETE
4" VENT PIPE WITH

BIRD SCREEN

OVERFLOW/OVERSPILL PROTECTION

REINFORCED CONCRETE

OVERSPILL CONTAINMENT MANHOLE

OVERFILL FLOAT

MECHANICAL HIGH LEVEL

TOP OF TANK
4" RISER PIPE
4" PIPE ADAPTOR

DROP TUBE

OVERFILL DRAIN
4" LOCKING CAP

BOTTOM OF TANK

DROP TUBE

CONTROL PANEL

JUNCTION BOX
3/4" CONDUIT TO
12" ROUND MANHOLE
4" RISER PIPE

REINFORCED CONCRETE

TOP OF TANK

TANK LEVEL PROBE

OMNTEC ATG-M-DD

BOTTOM OF TANK

TANK LEVEL SENSING PROBE
GAIL FARBER, Director
February 12, 2014

COUNTY OF LOS ANGELES

P.O. BOX 1460
ALHAMBRA, CALIFORNIA 91802-1460

However, you may propose a conceptual plan for constructing a new water system pressure zone for the proposed development and submit it to the District for review.

Mr. Michael Auten
February 12, 2014

Page 2 ends

If you have any questions, please contact Mr. Ramy Gindi at (626) 300-3349 or [email protected].

Very truly yours,

GAIL FARBER
Director of P lic Works
~d~ ADAM ARIKI
Assistant Deputy Director
Waterworks Division
RG:dvt
LTS847
Enc.
25,000 GALLON UNDERGROUND FOOD GRADE WATER

TANK ELEVATION
30" MANHOLE DETAIL

OVERFLOW PROTECTION
DETAIL

TANK CIRCULATION DETAIL
1 2
5 HAMMERHEAD DETAIL 8
LEVEL SENSING ASSEMBLY 6

MECHANICAL FLOAT
DEVICE DETAIL 4
7 3 VENT ASSEMBLY DETAIL
2 1/2" X 4" X 6" HYDRANT DETAIL 9 WILL - NOT - SERVE LETTER 10 118
G
TP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 12 OF 37
A-1.2g3620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 DRAFT HYDRANT NOTES STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 13 OF 37
A-2.1 3620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265

BASEMENT PLAN VIEW

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
123456789
10 11
12 13
14 15
16123456789
10 11
12 13
14 15
16 17
18 DOWN
UPCustom Text
N
24'-6"
OUTMINF OG HOUSF ABPVE 1o0l AB
PVE
%&$, ABPVE
[email protected]'
DRIVEWAY (1070)
(1070)
(1040) (1050)
(1080) (1070) (1090)
(1060)
(1100)
(1080)
(1090)
(1080)
2 CAR GARAGF

EMEVATPR
)0m&
5)&"5e3
-o8#e/$)
)&"5e3
4"6/"
4t&". 300.
)*()#e/$)
)*() #e/$)
-o8 #e/$)
TUB
(1090)
(1100)
4 A-3.4
%&$, ABPVE
1077.9'

BASFMFNU ARFA
(INCLUDINH GARAGF):
1,801 SQ. FU.
(INCLUDET 50% OG 96 SQ.

FU. SUAIRWEML)
"
"-3.1
"
"-3.1
%
"-3.4 %"-3.4
$
"-3.3 $ "-3.3
#
"-3.2
#
"-3.2
2 A-3.2
1 A-3.1
3 A-3.3
N
1 SCALE: 3/16" = 1'-0"

BASEMENT
120
GTP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 14 OF 37
A-2.23620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 LOWER LEVEL PLAN VIEW STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

TPTAL HABITABME SQACE FIRs5 FMOPR : 2,739 SQ. FU
(ALM FIRTT FMOPR COOSURUCTIOO LFST THAT 18 FFEU IN HEIGHT) NPTF THAT 50% OG BPTH THE UPQES (62 SQ. FU.) AND LPWES SUAIRWEML (96 SQ. FU.) WESE INCLUDED IN THIS ARFA TABULATIOO CLPSFT
8"-,
*/
$-o4e5
BFDRPON 2
690 SQ.FU.
8"-,
*/
$-o4e5
8"-,
*/
$-o4e5
#e%3o0m
3 454 SQ.FU.
(6&s5
#"5)3o0m
#"5)3o0m

LAUNDRY FIRTT FMOPR ABPVE
1o0l ABPVE

EMEVATPR
MASUES
#"5)3o0m
(1070)
(1060)
(1070)
(1040)
(1050)
(1080)
(1070)
(1060)
(1080)
(1080)
(1090)
(1090)
[email protected]'
360 SQ. FU. DECK
255 SQ. FU. DECK ARFA
50' X 9' LAP LANF
4p" "#o7&
MFCH.

CHASF
(1100)
"
"-3.1
"
"-3.1
%
"-3.4
%
"-3.4
$
"-3.3
$
"-3.3
#
"-3.2 #
"-3.2
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
2 A-3.2
1 A-3.1
3 A-3.3
#"4e.e/t #e-o8
1086.9'
1086.9'
(E) RPCK OUTCRPPQINH, TYP.
(E) RPCK

OUTCRPPQINH,
TYP.
(E) RPCK OUTCRPPQINH, TYP.
(E) ROCK
OUTCROPPING, TYP.
1086.9'
N
1 SCALE: 3/16" = 1'-0"

LOWER LEVEL PLAN VIEW
121
GTP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 15 OF 37
A-2.33620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 UPPER LEVEL PLAN VIEW STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 DOWN 18
UPCustom Text
(1070)
(1080)
(1090)
(1070)
(1080)
(1040)
(1050)
(1080)
(1070)
(1090)
(1060)
N
F
DW
4 A-3.4

NORTH SIDE YARD SETBACK LINE

OUTMINF OG
HOUSF #e-o8

PWD RPON

KITCHEO
EOTSY
COAT
CLPSFT
OUTDOPR %*/*/g
ALM COOSURUCTIOO BFLPW 18 FFEU IN HEIGHT
UPQES LFVEM HABITABME SQACE : 2,050 SQ. FU.
(NPTF THAT 50% OG THE 64 SQ. FU. SUAIRWEML ARF INCLUDED IN THIS TPTAL)

EMEVATPR
LIVINH
RPON
UPQES LFVEM DECK ARFA: 3,835 SQ. FU.
50' X 9' 48*. -"/e
4,:-*()5
0p&n
5o
#e-o8
1"5*0
%&$, #e-o8
10' X 5' SQA
1o0l
"
"-3.1
"
"-3.1
%
"-3.4
%
"-3.4
$
"-3.3
$
"-3.3
#
"-3.2 #
"-3.2
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
2 A-3.2
1 A-3.1
3 A-3.3

TSEMLIS

TSEMLIS
3o0f "#o7&
%*/*/g
1097.0'
1086.9'
1086.9
1096.9'
(E) RPCK
OUTCRPPQINH, TYP.
(E) ROCK OUTCROPPING, TYP.
(E) ROCK OUTCROPPING, TYP.
(E) ROCK OUTCROPPING, TYP.
(E) ROCK
OUTCROPPING, TYP.
%&$, #e-o8
%&$, #e-o8
1096.9'
(E) RPCK

OUTCRPPQINH,
TYP.

N
1 SCALE: 3/16" = 1'-0"

UPPER LEVEL PLAN VIEW
122
G
TP6#l*4)&rV&r4*0n 594.0.94.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 16 OF 37
A-2.43620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 ROOF PLAN STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

FRONT YARD SETBACK LINE
(1070)
(1080)
(1090)
(1070)
(1080)
(1050)
(1080) (1070) (1090) (1060) (1100)

PPOM BFLPW
4p"
PATIO
"
"-3.1
"
"-3.1
%
"-3.4 %"-3.4
$
"-3.3 $ "-3.3
#
"-3.2
#

PPOM SUEQS
"-3.2
2 A-3.2
1 A-3.1
3 A-3.3
'l0o3#e-o8
4 PMY BUILU-UP RPOG
90 LC CAP SHEFT WITH FMOWED GSAVEM
1/2" PFR FU.
1/2" PFR FU.

UPQES LFVEM DECK & GARDEO
4 PMY BUILU-UP RPOG 90 LC CAP SHEFT WITH FMOWED GSAVEM
-o8&r LFVEM DECK
(E) RPCK

OUTCRPPQINH
(E) RPCK OUTCRPPQINH
(E) RPCK OUTCRPPQINH
(E) RPCK

OUTCRPPQINH
1/2" PFR FU.
1/2" PFR FU.
-o8&r LFVEM DECK
N
1 SCALE: 3/16" = 1'-0"
ROOF PLAN w/ TOPO OVERLAY
123
G
TP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 17 OF 37
A-3.1 3620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265

NORTH ELEVATION/ SECTION

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
32'-0"
9'-0"
18' ABPVE EXISUINH GSADE
TPP OG RPOG @ 1110.0'
UPQES LFVEM F.F. @ 1097.0'
LPWES LFVEM F.F. @ 1087.0'
BPTUON OG RPOG @ 1107.5'
BASFMFNU F.F. @ 1078.0' 2'-6" 10'-6" 10'-0"
32'-0"
9'-0"
18' ABPVE EXISUINH GSADE
UPQES LFVEM F.F. @ 1097.0'
LPWES LFVEM F.F. @ 1087.0'
TPP OG RPOG @ 1110.0'
BPTUON OG RPOG @ 1107.5'
2'-6" 10'-6" 10'-0"

LIVINH RPON KITCHE
O

MASUES BFDRPON
BASFMFNU F.F. @ 1078.0'
1 SCALE: 1/8" = 1'-0"

NORTH ELEVATION
A SCALE: 1/8" = 1'-0"

NORTH SECTION
124
G
TP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 18 OF 37
A-3.23620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 SOUTH ELEVATION/ SECTION STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
32'-0"
9'-0"
18' ABPVE EXISUINH GSADE
UPQES LFVEM F.F. @ 1097.0'
LPWES LFVEM F.F. @ 1087.0'
BASFMFNU F.F. @ 1078.0'
UPQES RPOG @ 1110.0
LPWES RPOG @ 1107.5'
2'-6"
10'-6"
10'-0"

FINISHED GRADE
MASUES BFDRPON 2
2'-6" 10'-6" 10'-0" 9'-0"
32'-0"

EXISUINH GSADE

EXISUINH GSADE
PPOM
("3"(e -BASFMFNUUP
QES LFVEM F.F. @ 1097.0'
LPWES LFVEM F.F. @ 1087.0'
BASFMFNU F.F. @ 1078.0'
TPP OG RPOG @ 1110.0'
BPTUON OG RPOG @ 1107.5'
4p"
2 SCALE: 1/8" = 1'-0"

SOUTH ELEVATION
B SCALE: 1/8" = 1'-0"

SOUTH SECTION
125
G
TP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 19 OF 37
A-3.33620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 EAST ELEVATION/ SECTION STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
32'-0"
9'-0"
18' ABPVE EXISUINH GSADE
UPQES LFVEM F.F. @ 1097.0'
LPWES LFVEM F.F. @ 1087.0'
BASFMFNU F.F. @ 1078.0'
UPQES RPOG @ 1110.0'
LPWES RPOG @ 1107.5'
2'-6" 10'-6" 10'-0"
32'-0"
18' ABPVE EXISUINH GSADE
LIVINH RN.

MASUES BS.

UPQES LFVEM F.F. @ 1097.0'
LPWES LFVEM F.F. @ 1087.0'
BASFMFNU F.F. @ 1078.0'
UPQES RPOG @ 1110.0'
LPWES RPOG @ 1107.5'
2'-6" 10'-6" 10'-0" 9'-0"
SQA
UPQES
LFVEM
LPWES
LFVEM
SCALE: 1/8" = 1'-0"
3 EAST ELEVATION
A-3.3
SCALE: 1/8" = 1'-0"

C EAST SECTION
A-3.3
126
G
TP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 20 OF 37
A-3.43620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 WEST ELEVATION/ SECTION STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
32'-0"
18' ABPVE EXISUINH GSADE
UPQES LFVEM F.F. @ 1097.0'
LPWES LFVEM F.F. @ 1087.0'
BASFMFNU F.F. @ 1078.0'
TPP OG RPOG @ 1110.0'
BPTUON OG RPOG @ 1107.5'
2'-6" 10'-6" 10'-0"
6'-8"
32'-0"
R-30
MIN.@ RPOG
R-21
MIN.@
WALMS
LIVINH RN.

GUETT

BFDRPON
UPQES LFVEM F.F. @ 1097.0'
LPWES LFVEM F.F. @ 1087.0'
BASFMFNU F.F. @ 1078.0'
TPP OG RPOG @ 1110.0'
BPTUON OG RPOG @ 1107.5'
2'-6" 10'-6" 10'-0" 9'-0"
COOTINPUS THESMAL EOVEMOQE - UNVEOTFD ATUIC ASTENBMIET - R806.5, SFE DEUAIL 6/A-4.4 $*/e." -BASFMFNUUPQES LFVEM LPWES LFVEM
4 SCALE: 1'= 5/32"1/8" = 1'-0"

WEST ELEVATION
D SCALE: 1'= 5/32"1/8" = 1'-0"

WEST SECTION
127
G
TP6#l*4)&rV&r4*0n 594.0.95.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 21 OF 37
A-3.53620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 ARCHITECTURAL RENDERINGS STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

NORTH LEFT
2 NOT TO SCALE

NORTH CENTER
3 NOT TO SCALE

NORTH RIGHT
4 NOT TO SCALE
EAST
5 NOT TO SCALE

TOP VIEW
6 NOT TO SCALE
WEST
9 NOT TO SCALE

SOUTH RIGHT
7 NOT TO SCALE

SOUTH LEFT
8 NOT TO SCALE

SOUTH LEFT
128
GTP6#l*4)&rV&r4*0n 21.0.96.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 22 OF 37
FM-1
3620 NORANDA LANE
CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265

FUEL MODFICATION PLAN

VITUS MATARÉ & ASSOCIATES, INC.

60.0 '
A.C. PAVE
NEO
T
W
(980)
(1000)
(1010)
(1020)
(1030)
(1040)
(1060)
(1070)
(1080)
(1090)
(960)
(1020)
(970) (980) (990) (1000) (1010)
(990)
(1000)
(1030)
(1040)
(1050)
(1060)
(1070)
(1080) (1090)
(1040)
(1050)
(1080)
(1070)
(1060)
(1050)
(1040)
(1080)
(1090)
(900)
(1050)
(950)(940)
(1010)
(1020)
(1030)
(1090)
(1060)
(1100)
(1090)
(1080)
(1060) (1070)
(1030)
(1070)

DG DRIVEWAY
APSOO
UNDERGROUND XERXES 25,000 GAL. FIBERGLASS 42' X 10' FOOD GRADE TANK UNDERGROUND 5,00 GA 0 TANKL.

PSIVATF HYDRANU

PPOM DRAFU HYDRANU

TSEFS AND

VEHEUATIOO
11 12
13 14
LOWER
ROOF

LPWES DECK

LPWES DECK
PPOM

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'

OAK WOPDLAND

LIGHT THINOINH OOLY

RFMPVE DECEASFD OAKS
PFR SQECIAL INTTSUCTIOOS*

OAK CANPPY

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'
UPQES
RPOG
30'-0" ZPNF 'A'
30'-0" ZPNF 'A'
30'-0" ZPNF 'A'

UPQES LFVEM

DECK ARFA
LPWES
RPOG
"-l 5:1e 1# $0n4t36$5*0n

COUNTY OF LOS ANGELES

FIRE DEPARTMENT

FUEL MODIFICATION PLAN NOTES
Zone A – Setback Zone
x Extends 30 feet beyond the edge of any combustible structure, accessory structure, appendage or projection. Overhangs or parts of structures not accurately reflected on the plans may negate the approval of plant location on the approved plan.
x Irrigation by automatic or manual systems shall be provided to maintain healthy vegetation and fire resistance.
x 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 in a fire environment. x 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 6 months after the initial review will be evaluated based on the current Fuel Modification Plant List, available from the Fuel Modification Unit. x Trees are generally not recommended, except for dwarf varieties or mature trees small in stature. x Target species will typically not be allowed within 30 feet of combustible structures and may require removal if existing.
x Vines and climbing plants shall not be allowed on any combustible structure requiring review.

Fire Access Road Zone
x Extends a minimum of 10 feet from the edge of any public or private road used by fire-fighting resources.
x 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. x 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)
x Remaining plants shall be appropriately spaced and maintained to provide safe egress in wildland fire environments.
x 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: x Removal or thinning of undesirable combustible vegetation and removal of dead or dying plants to meet minimum brush clearance requirements.
x Pruning and thinning to reduce the overall fuel load and continuity of fuels. x 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 spreadingand make maintenance easier. Trees with understory plants should be limbed up at least threetimes 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. x 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.
x All invasive species and their parts should be removed from the site. x Manual and automatic irrigation systems shall be maintained for operational integrity and programming. Effectiveness should be regularly evaluated to avoid over or under-watering. x 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 areconducted following the natural drying of grasses and fine fuels, between the months of April andJune depending on geographic region. Inspection for compliance with an approved FuelModification Plan may occur at any time of year. x 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. x 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 whichrequire an additional plan review will incur a plan review fee. x 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. x Target species may require removal within 50 feet of structures, depending on site conditions. x 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
x Extends from the outer edge of Zone B up to 200 feet from structures or to the property line. x Required thinning and clearance will be determined upon inspection. x Irrigation systems are not required. x 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. x 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.
x Annual grasses and weeds shall be maintained at a height not to exceed 3 inches. x 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. x 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.

Zone B – Irrigated Zone
x Extends from the outer edge of Zone A to 100 feet from structures. x Irrigation by automatic or manual systems shall be provided to maintain healthy vegetation and fire resistance.
x Vegetation in this zone shall primarily consist of green lawns, ground covers, and adequately spaced shrubs and trees.
x 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.
x 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. x 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.

N
1 SCALE: 1" = 20' FUEL MOD PLAN
NOTE:STRUCTURE SHALL BEENTIRELY OF TYPE 1bCONSTRUCTION WITHMONOLITHIC CONCRETEWALLS, TWO HOURMINIMUM FIRE RESISTANTSTEEL FRAME AND STEELDECKING/CONCRETESLAB ROOF. THERE SHALLBE NO VENTEDCRAWLSPACE OR ATTICASSEMBLIES. * INSTRUCTIONS:FROM CITY BIOLOGIST'S OFFICE REGARDING REMOVAL OF EXPIRED OAK TREES:Please have your arborist write up a brief evaluation of the oaks on your property and identify and describe each of the ones you feel need to be removed. Please include a map illustrating both the removals and the ones thatwill be remaining. Please only remove the trees that are a danger to persons or structures. Based on the photosit should not be a problem, but we need to go through the proper procedure. Contact [email protected] tell them you need an over-the-counter protected tree removal permit application. Submit the completedapplication, fees and the arborist report. The process will probably take at least 2 weeks.

FN Pr0+&$5 # 6679FGFN #201700289
- Fuel modification approval granted due to considerable improvements in structural hardening. Construction methods greatly exceed minimum fire code requirements. Structure will be located on the only feasible portion of the parcel due to geologicallimitations. 6/10/2021
6679
129
GTP6#l*4)&rV&r4*0n 21.0.96.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 23 OF 37
FM-2
3620 NORANDA LANE
CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265

LANDSCAPE PLAN

VITUS MATARÉ & ASSOCIATES, INC.

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING P.O. BOX 1204, MALIBU, CA 90265 310.317.0700
[email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
12 10-6-19 -o
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
70'-0" ZPNF 'B'
70'-0" ZPNF 'B'
70'-0" ZPNF 'B'
100'-0" ZPNF 'C'
100'-0" ZPNF 'C'
L= 74 04', R= 60.0 '
A.C. PAVENEOT
W
(980)
(1000)
(1010)
(1020)
(1030)
(1040)
(1060)
(1070)
(1080)
(1090)
(1020)
(980
(990)
(1000)
(1010)
(990)
(1000)
(1030)
(1040)
(1050)
(1060)
(1070)
(1080)
(1090)
(1040)
(1050)
(1080)
(1070)
(1060)
(1050)
(1040)
(1080)
(1090)
(900)
(1050)
(1010)
(1020)
(1030)
(1090)
(1060)
(1100)
(1090)
(1080)
(1060)
(1070)
(1070)

DG DRIVEWAY
APSOO
UNDERGROUND XERXES 25,000 GAL.

FIBERGLASS
42' X 10' FOOD GRADE TANK

UNDERGROUND
5,000
GAL.

TANK

PSIVATF HYDRANU

PPOM DRAFU HYDRANU

TSEFS AND

VEHEUATIOO
11 12
13 14
LOWER
ROOF

LPWES DECK

LPWES D
ECK
PPOM

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'

OAK WOPDLAND

LIGHT THINOINH OOLY

RFMPVE DECEASFD OAKS
PFR SQECIAL INTTSUCTIOOS*

OAK CANPPY

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'
UPQES
RPOG
30'-0" ZPNF 'A' 30'-0" ZPNF 'A'
30'-0" ZPNF 'A'

UPQES LFVEM DECK ARFA
LPWES
RPOG
"-l 5:1e 1# $0n4t36$5*0n

PLANTING LEGEND

OQUNUIA LITUOSALIS/COASUAL PSICKLY PFAR

AGAVE ATUEOUATA 'NPVA'

SYMBOL SIZE BOTANICAL / COMMON NAME

CUTUINHS
2 GAL
ECHINPCESEUS / CLARFTCUP CACTUS. 1 GAL
RFG.3 - VLRFG.3 - L
WUCOLS
AREA RATING*
*IN CASES OF OFFERED ALTERNATIVES THE HIGHER WUCOLS RATING IS INDICATED ZONE
1 RFG.3 - L

PLANT SPECIFICATIONS

MARK QUANTITY HEIGHT
12 13
14 12

DIAMETER
3'-0" 9'-0"
4'-0"
8'-0" 5'-0" 1
1 4'-0"
N
1 SCALE: 1" = 20' LANDSCAPE PLAN
D. NATIVE SQECIET OG THE SANUA MPNICA MPUNUAINT,CHARACTFRISUIC OG THE LPCAL HABITAT, SHALM BF USFDOO GSADED SMOQET OS WHESE SMOQE PMANUINH ARFRFQUIRFD FPR SMOQE SUABILIZATIOO, ESOTIOO COOTSOM,AND WATFRTHED PSOUECTIOO. PMANUS SHOULD BFSFLFCTFD TP HAVE A VARIEUY OG RPOUINH DEQTHS. A SQACINH OG 15 FFEU BFTWEFN LARHE WOPDY (GSEATFR
THAN OS EQUAL TP 10-FPOU CANPPY) SHRUBT ISRFCONMFNDED BY THE FIRF DEQARUMFNU. LAWNT ARFPSOHIBITFD OO SMOQET GSEATFR THAN 5%.E. THE USF OG BUILDINH MATFRIALT TSEATFD WITH TPXICCONPPUNDS SUCH AS COQPFR ARTEOATF AND CRFOTOUEARF PSOHIBITFD.F. GSADINH, EXCAVATIOO, DENOMITIOO, OS OUHES SITF PSEQARATIOO ACTIVITIET SHALM BF SCHEDULFD OUTTIDETHE MAIN BSEFDINH SFASPN OG BIRDS (FFBSUARY 1 TP SFPUENBFR 15) IF AT ALM PPSTIBME. RFGARDLFST OGTIMINH, A NFSUINH / BIRD NFSU SURVEY WILM BFCOODUCTFD BY A QUALIFIED BIOMOHISU. SURVEYS WILMBF CONPMEUED WITHIN FIVE (5) DAYS OG INITIATIOO OG ANY SITF PSEQARATIOO ACTIVITIET. SHOULD ACTIVE NFSUBF IDEOTIFIED, A BUFGES ARFA OG NP LFST THAN 100FFEU ( 300 FFEU FPR RAPUOSS) SHALM BF CLFARMY DEMINFATFD IN THE FIEMD UNUIL IT IS DEUESMINFD BY AQUALIFIED BIOMOHISU THAT THE NFSU IS NP LPNHESACTIVE.G. NIGHT LIGHTINH FSON EXTFRIOS AND INUESIOSSPURCET SHALM BF MINIMIZFD. ALM EXTFRIOS LIGHTINHSHALM BF LPW INUEOSITY AND SHIEMDED SP IT ISDIRFCTFD DOWNWARD AND INWARD SP THAT THESE IS NPOGFTITF GMARF.H. UP-LIGHTINH OG LANDSCAPINH IS PSOHIBITFD.I. PSIOS TP ISTUANCE OG A CESTIFICATF OG OCCUPANCYTHE CITY BIOMOHISU SHALM INTPFCT THE PSOJECT SITFAND DEUESMINF THAT ALM PMANUINH COODITIOOS THATPSOUECT NATURAL RFSPURCET ARF IN CONPMIANCE WITHTHE APQRPVED PMANT.

ESOTIOO COOTSOM NPTFS.

1. ALM SMOQET WHEUHES NATURAL OS MANUFACTURFDSHOULD BF PMANUED USINH THE COOTPUR PMANUINHMFTHOD, WITH ALUESNATINH RPWS OG PMANUS ALPNH THE PSOQESTY COOTPURT. THIS MFTHOD SHALM BF USFDFPR AL COOTAINFR PMANUS.2. LARHE PMANUINH ARFAS SHALM BF TFRSACED SMIGHTMYTP COOTSOM IRSIGATIOO.3. IRSIGATIOO OG PMANUS OO SMOQET SHALM COOSISUPSIMARILY OG BUBCLFR OS DRIP IRSIGATIOO. SNALM ARCRPTARY HEADS (15' ARCS) MAY BF USFD FPR LARHE OQEOARFAS OG GSOUND COVESS. HOWEVES, THE HEADS MUSUBF LAID OUT TP COOFPRN WITH THE EARUH TFRSACE TPAVOID RUN-OGF.

WEFD ESADICATIOO.

1. THRFE MPNUHS PSIOS TP PMANUINH, THE PMANUINHARFAS SHALM BF IRSIGATFD EVESY OUHES DAY FPRTHRFE WEFKS, AND THE WEFDS WHICH ENESGF SHALM BFRFMPVED. THIS PSOCETS SHAL BF RFPFATFD TWICE PSIOSTP PMANUINH OG THE PMANU MATFRIALT SFLFCTFD FPRTHE PSOJECT LANDSCAPF.

PMANUINH PSOCEDURFS FPR NATIVE PMANUS

1. PMANUINH TIPT SHOULD BF THE SAMF DEQTH AS THESPIL IN THE PMANU COOTAINFR AND OOE AND OOE-HALGTIMFAS AS WIDE AS THE COOTAINFR.2. DO NPT USF SPIL AMFNDMFNUS,3. BACKFILM PMANUINH PITT WITH NATIVE SPIL OOLY.WHEO PMANUINH NATIVE PMANUS OO CUT OS FILM SMOQET,IMQOST NATIVE TPPTOIL FSON UNDISUURCED PPRUIOOSOG THE SITF FPR BACKFILM MIX. MIX OOE HALG IMQOSTFDNATIVE SPIL WITH OO HALG CUT OS FILM MATFRIAL FPRBACKFILM MIX.4. CRFATF A BASIN ARPUND THE RPOUBALM EDGFS OGEACH PMANU TP CATCH AND DIRFCT WATFR TP THE PMANURPOS MAST.5. DO NPT DISUURC THE PMANU RPOUBALM DURINHPMANUINH.6. ADD TWO OS THRFE INCHET OG MULCH IN THE PMANUBASIN.7. DO NPT PMACE SPIL OS MULCH OO TPP OG THE CRPWNOG THE RPOUBALM (PMANU SUEN OG TSUNK).

8. PMANUINH OG NATIVE PMANUS SHOULD TAKE PMACEFSON LATF NPVENBFR THRPUGH LATF MARCH OOLY. THEPMANUS MUSU BF IRSIGATFD THRPUGH THE FIRTT YEAR.GSEAT CARF MUSU BF TAKEO NPT TP OVESWATFR THENATIVE PMANUS AND TP RFDUCE THE IRSIGATIOOFSEQUEOCY AND VOMUMFS TP A MINIMUM RFQUIRFD FPRPMANU HEALUH AS SPOO AS PPSTIBME AFUES PMANUINH.

LANDSCAPF PMAN NPTFS
A. PSOQOTED LANDSCAPINH OO SITF IS MINIMAL ANDDOFS NPT RFACH THE ARFA THRFSHOMD FPR RFVIEWUNDES THE LANDSCAPF WATFR COOSFRVANCYOSDINANCE (LWCO) THE PSOQOTED NFW OS ALUESEDLANDSCAPF ARFA IS LFST THAN 2,500 SQUARF FFEU.ANY CHANHET TP PMANUINH ARFAS OS OUHESLANDSCAPF DETIGO MAY EXCEFD THE LWCO ARFATHRFSHOMD. THESEGOSE, ANY CHANHET TP THE FINALAPQRPVED LANDSCAPF PMANT SHALM BF SUBNITUED FPR RFVIEW AND APQRPVAL PSIOS TP ANY PMANUINH.

B. INVASIVE PMANU SQECIET, AS DEUESMINFD BY THE CITY
OG MALIBU, ARF PSOHIBITFD.C. VEHEUATIOO SHALM BF SITUATFD OO THE PSOQESTYSP AS NPT TP SIGOIFICANULY OCSURUCT THE PSIMARYVIEW FSON PSIVATF PSOQESTY AT ANY GIVEO TIMF(GIVEO COOSIDESATIOO OG ITT FUTURF GSOWTH).

FN Pr0+&$
5 # 6679
FGFN #201700289
* APQRPX. DIMFNTIOOSACTUAL SIZFS MAY VARY
8/6/21
Crawford
CDP 17-104
6/15/22
Courtney M
CDP 17-104
130
GTP6#l*4)&rV&r4*0n 67.0.96.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 24 OF 37
FM-3
3620 NORANDA LANE
CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265

WATER CONSERVATION PLAN

VITUS MATARÉ & ASSOCIATES, INC.

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING P.O. BOX 1204, MALIBU, CA 90265 310.317.0700
[email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
STATION 8
70'-0" ZPNF 'B'
70'-0" ZP
N
F 'B'
70'-0" ZPNF 'B'
L= 74 04'
,
R=

60.0 '
A.C. PAVE
NEO
T
W
(1040)
(1060)
(1070)
(1080)
(1090)
(1030)
(1040)
(1050)
(1060)
(1070)
(1080) (1090)
(1040)
(1050)
(1080)
(1070)
(1060)
(1080)
(1090)
(1050)
(1030)
(1090)
(1060)
(1100)
(1090)
(1080)
(1060) (1070)
(1070)
STATION 1
STATION 2
STATION 3
STATION 4
STATION 5
STATION 7
STATION 6
STATION 9
STATION 11
STATION 10
STATION 12
STATION 13
STATION 14
STATION 15
STATION 16

DG DRIVEWAY
APSOO
UNDERGROUND XERXES 25,000 GAL. FIBERGLASS 42' X 10' FOOD GRADE TANK UNDERGROUND 5,000 GA TA L. NK

PSIVATF HYDRANU

PPOM DRAFU HYDRANU

TSEFS AND

VEHEUATIOO
11 12
LOWER
ROOF

LPWES DECK

LPWES DECK
PPOM

OAK WOPDLAND

LIGHT THINOINH OOLY

RFMPVE DECEASFD OAKS
PFR SQECIAL INTTSUCTIOOS*

OAK CANPPY
4p"
1o0l 4t&p4
UPQES
RPOG
30'-0" ZPNF 'A'
30'-0" ZPNF 'A'
30'-0" ZPNF 'A'

VALVE BODIES
STATIONS 1 THRU 8

VALVE BODIES
STATIONS 9 THRU 16

UPQES LFVEM DECK ARFA
LPWES
RPOG
"-l 5:1e 1# $0n4t36$5*0n
3/4 " IRRIGATION PVC PIPESROTARY SPRINKLER HEADSAPPROXIMATE HYDRATIONRANGE ~8 FT DIAMETERDESIGNATED HYDRATION ZONES N
1 SCALE: 1/16" = 1'-0" IRRIGATION PLAN
2 DRIP IRRIGATION COMPONENTS
SPRINKLER NOTES:A. RAIN BIRD RN ROTARY HEADSERIES:WATER EFFICENT SPRINKLER HEADS,USED FOR HILLSIDES AND SLOPES.SPRINKLER HEADS OFFER UP TO 20'ESTIMATED LANDSCAPE COVERAGE,WHILE BEING WATER EFFICENT.THESE ARE TO BE USED IN BOTHSPRAY AND DRIP IRRIGATIONSYSTEMS. *NOTE:AREAS BEYOND THE 50 FOOT IRRIGATION ZONES WILL ONLY INCLUDE ABOVE GROUND AND TEMPORARY IRRIGATION THAT CAN BEREMOVED ONCE THE NATIVE SEED HAS BEEN ESTABLISHED.

MAXIMUM APPLIED WATER ALLOWANCE MAWA = 108,671 gallons per year MAWA = (ETo) (0.62) [0.55 x LA + 0.3 x SLA] ETo (Malibu) = 44.2 inches per year LA = Landscape Area (including pool*) = 7,210 sq ft SLA = Special Landscape Area** Area Conversion factor = 0.62 (inches to gallons per square foot) ET Adjustment factor (ETAF) = 0.55 Special Area** ET adjustment Factor = 0.3 *covered spa exempted from LA total **none proposedESTIMATED WATER USE EWU = 44,032 gallons per year total EWU = (ETo) (0.62) (PF x HA/IE) + Special Area EWU + Pool EWU HZ1 - PF = 0.1 , LA = 4,164 sq ft , EWU = 15,214 gal per yr HZ2 - PF = 0.3 , LA = 2,490 sq ft , EWU = 27,294 gal per yr HZ3 - PF = 0.7 , LA= 0 sq ft ,EWU= 0 gal per yr LAP POOL / PLUNGE POOL LA = 556 sq ft, EWU= 1,523 gal per yr HA = Hydrozone in square feet PF = Average plant factor for each hydrozone based on WUCOLS area specimD DMBTsJmDBUJPO IE = Irrigation controller eæDiFODZ SBUJOH GPS )VOUFS 8&$

8/6/21
131
GTP6#l*4)&rV&r4*0n 344.0.92.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 25 OF 37
FM-43620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 DEVELOPMENT FOOTPRINT

TABULATION

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
22 12-26-21 VM
L= 74 04', R= 60.0 ' A.C. PAVE
N
E
O
T
1028.97
1038.21
1038.10
1032.86
1043.31
1043.53
1047.74
1054.05
1060.10
1064.99
1065.49
1078.58
1082.47
1089.33
1087.11
1083.82
1096.03
1092.11
1092.29
1089.55
1087.19
1093.51
FT
FT
F
F
T
T
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
1089.6
N
H
1093.9
1088.1
N
H
N8º10'30"W
W
(980)
(1000)
(1010)
(1020)
(1030)
(1040)
(1060)
(1070)
(1080)
(1090)
(1100)
(960)
(1020)
(970)
(980)
(990)
(1000)
(1010)
(990)
(1000)
(980)
(1030)
(1040)
(1050)
(1060)
(1070)
(1090)
(1080)
(1040)
(1050)
(1080)
(1070)
(1060)
(1050)
(1040)
(1080)
(1090)
(900)
(1050)
(950)
(940)
(1010)
(1020)
(1030)
(1090)
(1060)
(1100)
(1090)
(1080)
(1060)
(1070)
(1030)
(1070)
REAR YARD SETBACK: 69'
NPRUH SIDE YARD SFTCACK: 23'' - 9"
SPUTH SIDEYARD SFTCACK: 35'-8"
F
S
O

OT YARD S
F
T
CACK: 32'-6"

DG DRIVEWAY
APSOO
(E) WATFR WEML
UNDERGROUND XERXES 25,000 GAL.

FIBERGLASS
42' X 10' FOOD GRADE TANK

UNDERGROUND
5,000
GAL.

TANK

PSIVATF HYDRANU

PPOM DRAFU HYDRANU
26' - 0" MIN.

TSEFS AND

VEHEUATIOO
11 12
13 14
LOWER
ROOF

LPWES DECK

LPWES DECK
PPOM
MFDIAN LPT DEQTH: 459'-3"
M
F
DIAN LPT WIDTH: 247'-3"
N
P
R

UH SIDE

YARD SFT
CACK=
45'-0"

SPUTH SIDE
YARD SFTCACK=
170'-0"
REAR YARD SETBACK=
186'-7"
32' - 6" MIN.
25'-0" min. 25'-0" min.
26' - 0" MIN.
'r0n5 SIDE

YARD SFTCACK

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'

OAK WOPDLAND

LIGHT THINOINH OOLY

RFMPVE DECEASFD OAKS
PFR SQECIAL INTTSUCTIOOS*

OAK CANPPY

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'
4p"
1o0l 4t&p4
UPQES
RPOG

UPQES LFVEM

DECK ARFA
LPWES
RPOG
"-l 5:1e 1# $0n4t36$5*0n
N
1 SCALE: 1" = 20'

SITE PLAN
7,345 SQ. FU.
132
GTP6#l*4)&rV&r4*0n 351.0.90.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 39 OF 37
FM-53620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 FUEL MOD OVERLAY STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
22 12-26-21 VM
23 3-3-22 VM
70'-0" ZPNF 'B'
70'-0" ZP
N
F 'B'
70'-0" ZPNF 'B'
100'-0" ZPNF 'C'
100'-0" ZPNF 'C'
L= 74 04', R= 60.0 ' A.C. PAVE
N
E
O
T
W
(980)
(1000)
(1010)
(1020)
(1030)
(1040)
(1060)
(1070)
(1080)
(1090)
(960)
(1020)
(970)
(980)
(990)
(1000)
(1010)
(990)
(1000)
(1030)
(1040)
(1050)
(1060)
(1070)
(1090)
(1080)
(1040)
(1050)
(1080)
(1070)
(1060)
(1050)
(1040)
(1080)
(1090)
(900)
(1050)
(950)
(940)
(1010)
(1020)
(1030)
(1090)
(1060)
(1100)
(1090)
(1080)
(1060)
(1070)
(1030)
(1070)

DG DRIVEWAY
APSOO
UNDERGROUND XERXES 25,000 GAL.

FIBERGLASS
42' X 10' FOOD GRADE TANK

UNDERGROUND
5,000
GAL.

TANK

PSIVATF HYDRANU

PPOM DRAFU HYDRANU

TSEFS AND

VEHEUATIOO
11 12
13 14
LOWER
ROOF

LPWES DECK

LPWES DECK
PPOM

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'

OAK WOPDLAND

LIGHT THINOINH OOLY

RFMPVE DECEASFD OAKS
PFR SQECIAL INTTSUCTIOOS*

OAK CANPPY

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'
4p"
1o0l 4t&p4
UPQES
RPOG
ZP
30'-0"
N
F 'A'
ZP
30'-0"
N
F 'A'
Z
30'-0"

PNF 'A'

UPQES LFVEM

DECK ARFA
LPWES
RPOG
"-l 5:1e 1# $0n4t36$5*0n
N
1 SCALE: 1" = 20'

FUEL MOD PLAN

TWO SUOSY MAIN RFSIDEOCE AS APQRPVED
UNDES CDP 5-86-472

TYPF V WOPD FSAMF COOSURUCTIOO

SINHLF SUOSY GUETT HOUSF AS APQRPVED
UNDES CDP 5-86-472

TYPF V WOPD FSAMF COOSURUCTIOO

PSOQOTED SINHLF SUOSY RFSIDEOCE
TYPF 1# COOCRFTF COOSURUCTIOO

PSOQOTED FUEM MPDIFICATIOO
AS APQRPVED BY L.A. COUNUY FPRFSURY
FPR TYPF 1# COOCRFTF COOSURUCTIOO

FUEM MPDIFICATIOO ARFA AS APQRPVED
UNDES CDP 5-86-472 52,840 SQ. FU TYPF V WOPD FSAMF COOSURUCTIOO . TPTAL 112,118 SQ. FU. TPTAL
133
GTP6#l*4)&rV&r4*0n 345.0.91.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 27 OF 37
FM-63620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 ESHA ENCROACHMENT MAP STAUSS RESIDENCE APN 4473-026-002 THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
L.O.
17 5-3-21 DB
18 5-10-21 VM
13 11-19-19 7.
14 2-9-20 7.
15 10-8-20 VM
16 12-11-20 %#
19 5-24-21 7.
20 6-6-21 VM
21 7-24-21 VM
3620 NORANDA
STAUSS 1
22 12-26-21 VM
70'-0" ZPNF 'B'
70'-0" ZP
N
F 'B'
70'-0" ZPNF 'B'
100'-0" ZPNF 'C'
100'-0" ZPNF 'C'
L= 74 04', R= 60.0 ' A.C. PAVE
N
E
O
T
W
(980)
(1000)
(1010)
(1020)
(1030)
(1040)
(1060)
(1070)
(1080)
(1090)
(960)
(1020)
(970)
(980)
(990)
(1000)
(1010)
(990)
(1000)
(1030)
(1040)
(1050)
(1060)
(1070)
(1090)
(1080)
(1040)
(1050)
(1080)
(1070)
(1060)
(1050)
(1040)
(1080)
(1090)
(900)
(1050)
(950)
(940)
(1010)
(1020)
(1030)
(1090)
(1060)
(1100)
(1090)
(1080)
(1060)
(1070)
(1030)
(1070)

DG DRIVEWAY
APSOO
UNDERGROUND XERXES 25,000 GAL.

FIBERGLASS
42' X 10' FOOD GRADE TANK

UNDERGROUND
5,000
GAL.

TANK

PSIVATF HYDRANU

PPOM DRAFU HYDRANU

TSEFS AND

VEHEUATIOO
11 12
13 14
LOWER
ROOF

LPWES DECK

LPWES DECK
PPOM

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'

OAK WOPDLAND

LIGHT THINOINH OOLY

RFMPVE DECEASFD OAKS
PFR SQECIAL INTTSUCTIOOS*

OAK CANPPY

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'
4p"
1o0l 4t&p4
UPQES
RPOG
30'-0"
ZP
N
F 'A'
30'-0"
ZP
N
F 'A'
Z
30'-0"

PNF 'A'

UPQES LFVEM

DECK ARFA
LPWES
RPOG
"-l 5:1e 1# $0n4t36$5*0n
N
1 SCALE: 1" = 20'

FUEL MOD PLAN
NOTE:

STRUCTURE SHALL BE
ENTIRELY OF TYPE 1b

CONSTRUCTION WITH

MONOLITHIC CONCRETE

WALLS, TWO HOUR

MINIMUM FIRE RESISTANT

STEEL FRAME AND STEEL

DECKING/CONCRETE
SLAB ROOF. THERE SHALL

BE NO VENTED

CRAWLSPACE OR ATTIC
ASSEMBLIES.
* INSTRUCTIONS:

FROM CITY BIOLOGIST'S OFFICE REGARDING REMOVAL OF EXPIRED OAK TREES:

Please have your arborist write up a brief evaluation of the oaks on your property and identify and describe each of the ones you feel need to be removed. Please include a map illustrating both the removals and the ones that will be remaining. Please only remove the trees that are a danger to persons or structures. Based on the photos it should not be a problem, but we need to go through the proper procedure. Contact [email protected] and tell them you need an over-the-counter protected tree removal permit application. Submit the completed application, fees and the arborist report. The process will probably take at least 2 weeks.

PRESENT ESHA MAP PER STEVE NELSON
PRESENT ESHA TO BE FUEL MODIFIED: 41,760 SQ. FT. ( 0.96 ACRES)

PREVIOUSLY DEVELOPED AREA
41,760 SQ. FT.

FN Pr0+&$5 # 6679
FGFN #201700289
134
&6859(<

NORANDA LANE
NOTE:

THIS CAD DRAWING WAS PREPARED SOLELY FOR H.J.BURKE, INC'S CONTRACTED CLIENT ON FILE AND IS FOR EXAMINATION PURPOSES ONLY. ALL WARRANTIES AND REPRESENTATIONS OF ANY KIND WITH REGARDS TO SAID FILE AND SOFTWARE ARE DISCLAIMED, INCLUDING ANY IMPLIED WARRANTIES OR FITNESS FOR A PARTICULAR USE. H.J. BURKE, INC ACCEPTS NO RESPONSIBILITY FOR ANY CHANGES MADE BY ANYONE OTHER THAN H.J. BURKE, INC OR FROM ANY USE, TRANSFER ORREUSE OF THE ELECTRONIC FILE, OR FOR ANY INCONSISTENCIES OR DISCREPANCIES BETWEEN THIS FILE AND THEPRINTED PLANS ON FILE IN THE H.J. BURKE, INC OFFICE.

LEGEND
LEGAL DESCRIPTION:

LOT 2 OF PARCEL MAP NO. 3821, RECORDED IN BOOK 59 OF PARCEL MAPS, PAGES 35 AND 35 OF THE LOS ANGELES COUNTY OFFICIAL RECORDS.

BENCHMARK:

LOS ANGELES COUNTY BENCHMARK NO. DY6349,
RDBM TAG IN S WALL DRAIN 6.5M(21') E/O C/L ENCINAL CYN RD & 8M(26') S/O C/L NORANDA LN @ MI MKR 6.59.

ELEVATION= 758.56'
_________________________________________________________ HOOSHMAND JAHANPOUR-BURKE, LS 8230 DATE
5(9,6,216 %<-2%
'$7(
6&$/(
6+((7 2)
67$03
67$03'$7(
352-(&7 '5$:,1*
5318 E. Second Street #539
Long Beach, CA 90803
310.613.9980
www.TEGLosAngeles.com
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DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 46 OF 37
CSA3620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 COLOR CODED SLOPE ANALYSIS 6

VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

2.5:1 TO 2:1
2:1 TO 1:1
139

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 DATE05/10/2022 JOB ADDRESS: 3620 NORANDA LN
APPLICANT / CONTACT: Vitus Matare, Vitus Matare & Associates APPLICANT ADDRESS: P.O.Box 1204
APPLICANT PHONE #: (310) 317-0700
APPLICANT FAX #:

PROJECT DESCRIPTION: NSFR, OWTS, swimming pool
Malibu, CA 90265
PROJECT NUMBER: CDP 17-104
APPLICANT EMAIL: [email protected]
Malibu Planning Department and/or Applicant
FROM: City Biologist, Courtney McCammon
PLANNER: Jessica Thompson
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:

Courtney McCammon, City Biologist, [email protected], (310) 456-2489, extension 277 Rev 05/29/2018
X
6/16/22
ATTACHMENT 3
140
City of Malibu
Biology ● Planning Department
23825 Stuart Ranch Road · Malibu, California · 90265-4861 Phone (310) 456-2489 · Fax (310) 456-3356 · www.malibucity.org

Page 1 of 4 ends

Recycled Paper

BIOLOGY REVIEW SHEET

PROJECT INFORMATION
Applicant:
(name and email)
Vitus Matare, Vitus Matare & Associates
[email protected]
Project Address: 3620 NORANDA LN
Malibu, CA 90265
Planning Case No.: CDP 17-104
Project Description: NSFR, OWTS, swimming pool
Date of Review: June 16, 2022
Reviewer:

Courtney McCammon Signature:

Contact Information: Phone: (310) 456-2489 ext 277 Email: [email protected]

SUBMITTAL INFORMATION
Site Plan: 11/18/17
Site Survey: 11/18/17
Landscape Plan: 5/10/22
Hydrozone Plan: 5/10/22
Irrigation Plan: 5/10/22
Fuel Modification Plan: 5/10/22
Grading Plan: 11/18/17
OWTS Plan:

Bio Assessment: 3/29/22 (Nelson)
Bio Inventory:

Native Tree Survey: 12/14/17
Native Tree Protection
Plan:

Miscellaneous:

Previous Reviews: 1/9/18 (Approved), 8/6/21 (Approved), 4/17/22 (Incomplete)

REVIEW FINDINGS
Review Status: INCOMPLETE: Additional information and/or a response to the listed review comments is required.

APPROVED: The project has been approved with regards to biological impacts.

CANNNOT APPROVE AS SUBMITTED: The proposed project does not conform to the requirements of the MMC and/or LCP.

ERB: This project has the potential to impact ESHA and may require review by the Environmental Review Board pursuant to LIP Section 4.4.4 141
City of Malibu Biology Review Sheet
CDP 17-104
3620 Noranda Lane
June 16, 2022

Page 2 of 4 ends

DISCUSSION:

1. The Maximum Applied Water Allowance (MAWA) for this project totals 108,671 gallons per year (gpy). The Estimated Applied Water Use (EAWU) totals 44,032 gpy. Therefore, the project meets the Landscape Water Conservation Ordinance Requirements.

RECOMMENDATIONS:

1. The project is recommended for APPROVAL with the following conditions:

A. Pursuant to LIP Section 4.7.1, the allowable development area is limited to 10,000 square feet as all feasible building areas will result in impacts to Environmentally Sensitive Habitat Area (ESHA).

B. Pursuant to LIP Section 4.8.1, all new development shall include mitigation for unavoidable impacts to Environmentally Sensitive Habitat Area (ESHA) from the removal, conversion, or modification of natural habitat for new development, including required fuel modification and brush clearance. The proposed project will result in 0.96 acres of permanent impacts (development footprint and/or Fuel Modification Zones A and/or B) and partial impacts (Fuel Modification Zone C). One of the following three Habitat Impact Mitigation methods shall be required: (1) habitat restoration; (2) habitat conservation; or (3) in-lieu fee for habitat conservation. The CDP shall include conditions setting forth the requirements for habitat mitigation. Prior to final plan check the applicant shall provide either a detailed restoration plan, a habitat conservation plan, or evidence of payment of in lieu fees to the Santa Monica Mountains Conservancy.

C. Prior to installation of any landscaping, the applicant shall obtain plumbing permit for the proposed irrigation system from the Building Safety Division.

D. Prior to or at the time of a Planning final inspection, the property owner/applicant shall submit to the case planner a copy of the plumbing permit for the irrigation system installation that has been signed off by the Building Safety Division.

E. 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. (form attached) F. Prior to Final Plan Check Approval, if your property is serviced by the Los Angeles County Waterworks District No. 29, please provide landscape water use approval from that department.

For approval contact:

Nima Parsa
Address: 23533 West Civic Center Way, Malibu, CA 90265-4804 Email: [email protected] (preferred)
Phone: (310) 317-1389
142
City of Malibu Biology Review Sheet
CDP 17-104
3620 Noranda Lane
June 16, 2022

Page 3 of 4 ends

Please note this action may require several weeks. As such, the applicant should submit their approved landscape plans to DPW as soon as feasible in order to avoid a delay at plan check.

G. Vegetation forming a view impermeable condition (hedge), serving the same function as a fence or wall, occurring within the side or rear yard setback shall be maintained at or below six feet in height. View impermeable hedges occurring within the front yard setback serving the same function as a fence or wall shall be maintained at or below 42 inches in height.

H. Vegetation shall be situated on the property so as not to obstruct the primary view from private property at any given time (given consideration of its future growth).

I. Invasive plant species, as determined by the City of Malibu, are prohibited.

J. No non-native plant species shall be approved greater than 50 feet from the residential structure.

K. The landscape plan shall prohibit the use of building materials treated with toxic compounds such as creosote and copper arsenate.

L. Grading shall be scheduled only during the dry season from April 1 - October 31. If it becomes necessary to conduct grading activities from November 1 – March 31, a comprehensive erosion control plan shall be submitted for approval prior to issuance of a grading permit and implemented prior to initiation of vegetation removal and/or grading activities.

M. Grading/excavation/vegetation removal scheduled between February 1 - September 15 will require nesting bird surveys by a qualified biologist prior to initiation of such activities. Surveys shall be completed no more than five days from proposed initiation of site preparation activities. Should active nests be identified, a buffer area no less than 150 feet (300 feet for raptors) shall be fenced off until it is determined by a qualified biologist that the nest is no longer active. A report discussing the results of the surveys shall be turned in to the City within two business days of completion of surveys.

N. All new development including structures, septic systems, or landscaping, shall be set back no less than (100) feet from the (ESHA).

O. The (landscape and fuel modification plan) has been conditioned to protect natural resources in accordance with the Malibu General Plan. All areas shall be planted and maintained as described in the (landscape and fuel modification plan). Failure to comply with the landscape conditions is a violation of the conditions of approval for this project.

P. Night lighting from exterior and interior sources shall be minimized. All exterior lighting shall be low intensity and shielded so it is directed downward and inward so that there is no offsite glare or lighting of natural habitat areas. Up-lighting is prohibited. 143
City of Malibu Biology Review Sheet
CDP 17-104
3620 Noranda Lane
June 16, 2022

Page 4 of 4 ends

2. PRIOR TO ISSUING A CERTIFICATE OF OCCUPANCY, the City Biologist shall inspect the project site and determine that all planning conditions to protect natural resources are in compliance with the approved plans.

3. ERB REQUIRED
Pursuant to LIP Section 4.4.4, the proposed project will require review by the Environmental Review Board (ERB) as it has the potential to impact special status biological resources. -o0oIf you have any questions regarding the above requirements, please contact the City Biologist office at your earliest convenience.
cc: Planning Project file
Planning Department
144
• •
Z o al u
23825 Stuart Ranch Rd., Malibu, California CA 90265-4861 (310) 456-2489 FAX (310) 317-1950 www.malibucity.org

ENVIRONMENTAL HEALTH REVIEW

REFERRAL SHEET
TO: City of Malibu Environmental Health Administrator DATE:

FROM: City of Malibu Planning Department
PROJECT NUMBER:

JOB ADDRESS:

APPLICANT /CONTACT:

APPLICANT ADDRESS:

APPLICANT PHONE #:

APPLICANT FAX #:

APPLICANT EMAIL:

PROJECT DESCRIPTION:
cnp ~ ~_~ na
3620 NORANDA LN
Vitus Matare __
P.O. Box 1204
Malibu, CA _90265
3101 317-0700
310) 317-0721
[email protected]
NSFR, OWTS, swimming pool
TO: Malibu Planning Department and/or Applicant
FROM: City of Malibu Environmental Health Reviewer
`~ Conformance Review Com p lete for P ro~ect J submittals reviewed with res pect to the City of Malibu Local Coastal Plan/Local Implementation Plan (LCP/LIP) and Malibu Plumbing Code (MPC). The Conditions of Planning conformance review and plan check review comments listed on the attached review sheets) (or else handwritten below) shall be addressed prior to plan check approval.

Conformance Review Incomplete for the City of Malibu LCP/LIP and MPC. The Planning stage review comments listed on the City of Malibu Environmental Health review sheets) shall be addressed prior to conformance review completion.

OWTS Plot Plan: ❑ NOT REQUIRED
REQUIRED (attached hereto) ❑ REQUIRED (not attached)
Signature Date
The applicant must submit to the City of Malibu Environmental Health Specialist to determine whether or not an onsite wastewater treatment system (OWTS) Plot Plan approval is required.

The Environmental Health Specialist may be contacted Tuesday and Thursday from 8:00 am to 11:00 am, or by calling (310) 456-2489, extension 364.

Rev 141008
145
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ENVIRONMENTAL HEALTH REVIEW SHEET

PROJECT INFORMATION
Applicant: Vitus Matare
(name and email ir~~c~~~itr~at~re.~carr~
address)
Project Address: 3620 Noranda Lane
........................................................................................................................................................................................................ Malibu, California 90265 ..................................................9................................................................................................................................................................................................................................................................................................................................................................................................................................_............... Plannin Case No.: CDP 17-104 Pro~ect Descri tion: ...................................J.............................................P................................................................................................................. NSFR, OWTS, swimmin.9... . Pool ......................................................................................................................................................................................................................................................

Date of Review: November 15, 2017
Reviewer. Matt Janousek u
Contact Information:
.Signature:

Phone: (310) 456-2489 ext. 307: Email: m~~r~~~a~~k ~~al~~~it .ar

SUBMITTAL INFORMATION
Architectural Plans: VMA: Plans dated 11-4-2017 (submitted 11-8-2017) ........................................................_9....................................................................................................................................................................................................................................._............................................................................................................................................................................................... Gradin Plans: TEG: Plans dated 10-14-2017 ............................................................................................................................................. OWTS Plan: EPD: OWTS Plan dated 9-27-2017 . .................................................................................p..................................................................................................................... OWTS Re ort:
. .....................................................................................................................................................................................................................................................................................................................................................

EPD: OWTS Report dated.9-27-20.17; .Percolation.Test.Report dsted 9-27-2017 ........................ .........................

Geology Report: CalWest: Geotechnical report dated 10-5-2017.

LandPhases: Geology.report.dated 9-7-2017.

Miscellaneous:

Previous Reviews:

REVIEW FINDINGS
Planning Stage: ~ CONFORMANCE REVIEW COMPLETE for the City of Malibu Local Coastal Program/Local Implementation Plan (LIP) and Malibu Plumbing Code (MPC). The listed conditions of Planning stage conformance review and plan check review comments shall be addressed....prior to...plan check._a.pproval ...................................................................................................................................................._............................ ❑ CONFORMANCE REVIEW INCOMPLETE for the City of Malibu LIP and MPC.

The listed Planning stage review comments shall be addressed prior to conformance review completion.

OWTS Plot Plan: ❑ NOT REQUIRED
REQUIRED (attached hereto) ❑ REQUIRED (not attached)
Based upon the project description and submittal information noted above, a conformance review was completed for a new alternative onsite wastewater treatment system (OWTS) proposed to serve the onsite wastewater treatment and disposal needs of the subject property. The proposed OWTS meets the minimum requirements of the City of Malibu Plumbing Code, i.e. Title 28 of the Los Angeles County Code, incorporating the California Plumbing Code, 2016 Edition with City of Malibu local amendments (Malibu Municipal Code Section 15.12; hereinafter MPC), and the City of Malibu Local Coastal Program/Local Implementation Plan (LIP). Please distribute this review sheet to all of the project consultants and, prior to final approval, provide a coordinated submittal addressing all conditions for final approval and plan check items.

The conditional conformance findings hereby transmitted complete the Planning stage Environmental Health review of the subject development project. In order to obtain Environmental Health final approval

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Citv of Malibu Environmental Health Review Sheet
CDP 17-104
3620 Noranda Lane
November 15, 2017
of the project OWTS Plot Plan and associated construction drawings (during Building Safety plan check), alf conditions and plan check items listed below must be addressed through submittals to the Environmental Health office.

Conditions of Planning Conformance Review for Building Plan Check Approval 1) Final OWTS Plot Plan: A final plot plan shall be submitted showing an onsite wastewater treatment system (OWTS) design meeting the minimum requirements of the MPC, and the LCP/LIP, including necessary construction details, the proposed drainage plan for the developed property, the proposed landscape plan for the developed property, and the proposed stormwater detention/dispersal plan. The OWTS Plot Plan shall show essential features of the OWTS, existing improvements, and proposed/new improvements. The plot must fit on an 11" x 17" sheet leaving a 5" left margin clear to provide space for aCity-applied legend. If the plan scale is such that more space is needed to clearly show construction details and/or all necessary setbacks, larger sheets may also be provided (up to a maximum size of 18" x 22" for review by Environmental Health). 2) Final OWTS Design Report, Plans, and System Specifications: A final OWTS design report and construction drawings with system specifications (four sets) shall be submitted to describe the OWTS design basis and all components proposed for use in the construction of the OWTS. All plans and reports must be signed by the California-registered Civil Engineer, Registered Environmental Health Specialist, or Professional Geologist who is responsible for the design, and is a registered practitioner with the City of Malibu. The final OWTS design report and construction drawings shall be submitted with the designer's signature, professional registration number, and stamp (if applicable).

The final OWTS design submittal shall contain the following information (in addition to the items listed above).
a. The submitted drainage fixture unit (DFU) breakdowns in the EPD OWTS Report dated 9-27-2017 indicate a unit value of 2 for a clothes washer. The unit value of a clothes washer is 3 according to City requirements. Please revise the DFU counts to reflect the corrected unit value in the final OWTS report.
b. Required treatment capacity for wastewater treatment and disinfection systems. The treatment capacity shall be specified in terms of flow rate, gallons per day (gpd), and shall be supported by calculations relating the treatment capacity to the number of bedroom equivalents, plumbing fixture schedule, and the subsurface effluent dispersal system acceptance rate. The drainage fixture unit count must be clearly identified in association with the design treatment capacity, even if the design is based on the number of bedrooms.

Average and peak rates of hydraulic loading to the treatment system shall be specified in the final design.
c. Sewage and effluent pump design calculations (as applicable). d. Description of proposed wastewater treatment and/or disinfection system equipment. State the proposed type of treatment systems) (e.g., aerobic treatment, textile filter, ultraviolet disinfection, etc.); major components, manufacturers, and model numbers for "package" systems; and the design basis for engineered systems.

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Citv of Malibu Environmental Health Review Sheet
CDP 17-104
3620 Noranda Lane
November 15, 2017
e. Specifications, supporting geology information, and percolation test results for the subsurface effluent dispersal portion of the onsite wastewater disposal system. This must include the proposed type of effluent dispersal system (drainfield, trench, seepage pit, subsurface drip, etc.) as well as the system's geometric dimensions and basic construction features. Supporting calculations shall be presented that relate the results of soils analysis or percolation/infiltration tests to the projected subsurface effluent acceptance rate, including any unit conversions or safety factors. Average and peak rates of hydraulic loading to the effluent dispersal system shall be specified in the final design. The projected subsurface effluent acceptance rate shall be reported in units of total gallons per day (gpd) and gallons per square foot per day (gpsfl. Specifications for the subsurface effluent dispersal system shall be shown to accommodate the design hydraulic loading rate (i.e., average and peak OWTS effluent flow, reported in units of gpd). The subsurface effluent dispersal system design must take into account the number of bedrooms, fixture units, and building occupancy characteristics.
f. All OWTS design drawings shall be submitted with the wet signature and typed name of the OWTS designer. If the plan scale is such that more space than is available on the 11" x 17" plot plan is needed to clearly show construction details, larger sheets may also be provided (up to a maximum size of 18" x 22" for review by Environmental Health).

Note: For OWTS final designs, full-size plans for are also required for review by Building & Safety and Planning.]
3) Building Plans: All project architectural plans and grading/drainage 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. 4) Proof of Ownership: Proof of ownership of subject property shall be submitted. 5) Operations &Maintenance Manual: An operations and maintenance manual specified by the OWTS designer shall be submitted. This shall be the same operations and maintenance manual proposed for later submission to the owner and/or operator of the proposed alternative onsite wastewater disposal system.
6) Maintenance Contract: A maintenance contract executed between the owner of subject property and an entity qualified in the opinion of the City of Malibu to maintain the proposed alternative onsite wastewater disposal system after construction shall be submitted. Please note only original "wet signature" documents are acceptable.
7) OWTS Covenant: A covenant running 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 City of Malibu Recorder's Office. Said covenant shall serve as constructive notice to any future purchaser for value that the onsite wastewater treatment system serving subject property is an alternative method of sewage disposal pursuant to the City of Malibu Uniform Plumbing Code. Said covenant shall be provided by the City of Malibu Environmental Health Administrator. Please submit a certified copy issued by the City of Malibu Recorder.
8) Project Geologist/Geotechnical Consultant Approval: Project Geologist/Geotechnical Consultant final approval of the OWTS plan shall be submitted to the Environmental Health Administrator.

Page 3 of 4 ends

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~~
148 Recycled Paper
Citv of Malibu Environmental Health Review Sheet
CDP 17-104
3620 Noranda Lane
November 15, 2017
9) City of Malibu Geologist/Geotechnical Approval: City of Malibu geotechnical staff final approval of the OWTS plan shall be submitted to the Environmental Health Administrator. 10) City of Malibu Planning Approval: City of Malibu Planning Department final approval of the OWTS plan shall be obtained.
11) Environmental Health Final Review Fee: A final fee in accordance with the adopted fee schedule at the time of final approval shall be paid to the City of Malibu for Environmental Health review of the OWTS design and system specifications.
12) Operating Permit Application and Fee: In accordance with M.M.C. Chapter 15.14, an application shall be made to the Environmental Health office for an OWTS operating permit. An operating permit fee in accordance with the adopted fee schedule at the time of final approval shall be submitted with the application.
.~.

If you have any questions regarding the above requirements, please contact the Environmental Health office at your earliest convenience.
cc: Environmental Health file
Planning Department

Page 4 of 4 ends

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149 Kecycled Paper
3620 NOR.ANDA LANE
MALIBU, CA 90265
(CDP 17-104)
S.F.D.: 3 Bedrooms/57 Fixture Units (N)
TREATMENT 3,634 Gallon MicroSepTec ES12
TANK: w/W Disinfection Unit (N)
ACTIVE: 1 - 6' x 38' BI w/ 15' Cap
(projected; B-3) (N)
1 - 6' x 45~ BI w/ 15' Cap
(projected; B-4) (N)
FUTURE : 1 - 6' x 45' BI w/ 15' Cap
(projected; B-2) (F)
1 - 6' x 25' BI w/ 15' Cap
(projected; B-5) (F)
PERC RATE : 8, 939 gpd/10.5 gpsf (prof ; B-2)
9, 000 gpd/12 . 6 gpsf (prof ; B-3)
5, 030 gpd/5. 9 gpsf (proj ; B-4)5, 579 gpd/11.8 gpsf (prof ; B-5) DESIGNER: Kevin Poffenbarger, RCE (69089)
REFERENCE: EPD: OWTS report dated 9-27-2017
LandPhases; Geology report dated
9-7-2017
CalWest: Geotechnical report dated
10-5-2017
NOTES
1 . This conformance review. is fora 3 bedroom (57
fixture units) new single family dwelling.

The new alternative onsite wastewater
.treatment system conforms to the requirements
of the City of Malibu Plumbing Code (MPC) and
the Local Coastal Plan (LCP).

2. This review relates only to the minimum
requirements of the MPC, and the LCP, and does
not include an evaluation of any geological or
other potential problems, which may require an
alternative method of review treatment.

3. This review is valid for one year, or until
~MPC, and/or LCP, and/or Administrative Policy
changes render it noncomplying.

CITY OF MALIBU

ENVIRONMENTAL SUSTAINABILITY DEPT

ENVIRONMENTAL HEALTH
CONFC)RMAN~~ REVIEW
NOV 15 2017
~I(,NAI'UKI:

THIS 1S NOT AN APPR AL. FINAL APPROVAL
IS REQUIRED PRIOR TO'rHE ISSUANCE OF ANY
CnNSTRUCTI~N PERMITS.

LEGENp:
- - PROPERTY LINE ------- EASEMEM' - WATER SUPPLY WELL SETBACK -` ~ (P) RESIDENCE
-~--~-6--~-;--~-s- (P) SS PIPES (GRAVffY)
- - - - - -(P) SS PIPES (A1R)
-~ -~ -~ -~ -~ - (P) SS PIPES (VENTILATION)
------•---- -~-- (P) SS PIPES (ELECTRICAL)

O (P) PRESENT SEEPAGE PIT (P-X)
~\ ~ (P) FUTURE SEEPAGE PIT (F-X)

APPROXIMATE LQCATION OF PERCOLATION TEST
~ BORING (8-X) PER LAND PHASES INC. GEOLOGIC
REPORT, QATED SEPTEMBER 7, 2017
ABBREVIATIONS:
(E) EXISTING
(P) PROPOSED

BI BELOW INLET
EG IXISTlNG GRADE
FF FlNISHED FLOOR
FG FlNISHED GRADE
FRP FlBERGLASS REINFORCED PLASTIC
FS FlNISHED SURFACE

MFR MANUFACTURER
OWS ONSfTE WASTEWATER SYSTEM
OSI ORENCO SYSTEMS INC.

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1. LAND PHASES, INC.: REPORT OF ENGINEERING GEOLOGIC STUDY, DATED SEPTEbI6ER 7, 2017. ~ I m ~ I `<`,l RFFF_RFNCF_S__ a

2. H.J. BURKE, INC.: TOPOGRAPHIC SURVEY, DATED AUGUST 1, 2017. D I ~.; m j '

3. VfNS MATARE do ASSOCIATES: ARCHITECTURAL PLANS, DATED SEPTEMBER 2, 2017. I fit„ z ~

4. EPD CONSULTANTS, INC.: PERCOLATION TEST REPORT. DATED SEPTEMBER 27, 2017. D ` ~ ~ "' Z °'-
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NOTES:

1. ONSITE WASTEWATER SYSTEM GENERAL NOTES PER DETAIL 3, SHEET W0.00.

2. ONSfTE WASTEWATER SYSTEM PROCESS fIOW SCHEMATIC PER DETAIL 1, SHEEP W0.00.

3. OVERALL SffE PLAN PER DETAIL 5, SHEET W0.00.

4. ONSITE WASTEWATER SYSTEM KEYNOTES PER DETAIL 6, SHEET W0.00.

5. ONSITE WASTEWATER SYSTEM CALCULATIONS PER DETAIL 4, SHEEP W0.00.

6. ONSITE WASTEWATER SYSTEM SEEPAGE PR ELEVATIONS PER DETAIL 2, $HEFT W0.00.

PRELIMINARY -NOT FOR CONSTRUCTION
- —
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`Sfa~~abie v+a~e
20722 MAIN STREET
CARSON. CA 90745
Phone (3J0) 241-6~6~
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F- 10 _ _ ~O
ONSITE WASTEWATER SYSTEM SITE PLAN 3°' °' ~' 6°'
Scale: 1"=30' GRAPHIC SCALE: 1'=30'
p PLO. I REVISIONS: I DATE: ~ BY: SHEET TITLE:GNSITE WASTEWATER SYSTEM

SITE PLAN
PROJECT:

STAUSS RESIDENCE

DATE SCALE DRAWN BY
9/27/2017 AS SHOWN WHA
PROJECT NO.

W442
DRAWING NO.

W0.01
150
SHEET Z OF 2 SHEETS
City of Malibu 23825 Stuart Ranch Road  Malibu, California 90265-4861 (310) 456-2489  Fax (310) 317-1950  www.malibucity.org

GEOTECHNICAL REVIEW SHEET
Project Information
Date: August 31, 2021 Review Log #: 4091
Site Address: 3620 Noranda Lane
Lot/Tract/PM #: n/a Planning #: CDP 17-104
Applicant/Contact: Vitus Matare, [email protected] BPC/GPC #:

Contact Phone #: 310-317-0700 Fax #: Planner: Jessica Thompson Project Type: Revisions: New single-family residential development, swimming pool and spa, Onsite Wastewater Treatment System (OWTS)
Submittal Information
Consultant(s) / Report
Date(s):
(Current submittal(s) in Bold.)
Calwest Geotechnical (Liston, RCE 31902): 1-9-18, 10-5-17 Land Phases, Inc. (Holt; CEG 2282): 1-4-18, 9-7-17
EPD Consultants (Poffenbarger, RCE 69089): 9-27-17 (2 reports) Architectural plans prepared by Vitus Matare & Associates, Inc. dated July 24, 2021.

Total Grading Yardage Verification Certificate prepared by James Tuchscher dated May 25, 2021.

Grading plans prepared by Tuchscher Engineering Group, Inc., dated October 8, 2017.

Preliminary OWTS plans prepared by EPD Consultants dated September 27, 2017.

Previous Reviews: 2-5-18, 11-29-17; Ref: Environmental Health Review Sheets dated August 27, 2019 and November 15, 2017
Review Findings
Coastal Development Permit Review
The revised residential project is APPROVED from a geotechnical perspective.

The revised residential project is NOT APPROVED from a geotechnical perspective. The listed ‘Review Comments’ shall be addressed prior to approval.

Building Plan-Check Stage Review
Awaiting Building plan check submittal. Please respond to the listed ‘Building Plan-Check Stage Review Comments’ AND review and incorporate the attached ‘Geotechnical Notes for Building Plan Check’ into the plans.

APPROVED from a geotechnical perspective. Please review the attached ‘Geotechnical Notes for Building Plan Check’ and incorporate into Building Plan-Check submittals.

NOT APPROVED from a geotechnical perspective. The listed ‘Building Plan-Check Stage Review Comments’ shall be addressed prior to Building Plan-Check Stage approval. 151
City of Malibu Geotechnical Review Sheet
(MAL25707) – 2 –
Remarks
The referenced revised architectural plans, Total Grading Yardage Verification Certificate, and theCity’s files were reviewed by the City from a geotechnical perspective. The proposed development includes constructing a new 4,789 square foot two-level single-family residence with a 1,801 square foot basement/garage, a lap swimming pool and spa, two underground water storage tanks, patios and decking, retaining walls, hardscape, and landscaping. Grading will consist of 1,634 yards of cut under structure; 417 yards of cut and 15 yards of fill non-exempt; and 2,036 yards of export. A new onsite wastewater treatment system (OWTS) will be installed on the property that consists of a treatment tank system and two 6’ diameter by 38’ and 45’ BI seepage pits with 15’ caps and 100% expansion (two 6’ diameter by 25’ and 45’ BI seepage pits with 15’ caps).

The existing water well will remain. The existing OWTS components on the property (septic tank and leach field) will be properly abandoned.

Building Plan-Check Stage Review Comments:

1. Please submit a fee of $1,016.00 to City geotechnical staff for building plan check review.

2. Please provide an update geotechnical report that addresses the current site conditions, current building codes, revisions to the project, and comments in this review letter.

3. Please provide recommendations for the proposed 5,000-gallon water tank and 25,000-gallon fiberglass food-grade water tank. Is the 25,000-gallon tank a water storage tank?

4. The Project Geotechnical Engineer shall review the proposed project and grading plans when become available and, as appropriate, provide any supplemental recommendations for design and construction.

5. Please clearly show on the final plans the setback distance between proposed pools and adjacent building foundations. As appropriate, please provide the recommended surcharge loads on pool walls for design if the pools are within the influence of the adjacent building foundation and floor loads.

6. Please clearly show the Code-required minimum foundation setbacks and distances from descending slopes on the plans, where applicable.

7. Please clearly show the limits and depths of any R & R grading for the building pad and pool decking on the plans.

8. Please include a detail for the swimming pool subdrain or hydrostatic relief valve below the pools on the plans.

9. Please provide reduced setback letters from the OWTS, geotechnical and structural consultants for any reduced setbacks between the OWTS components and foundations, as applicable.

10. Please include the Project Geotechnical Consultant’s recommendations for removal and re-compaction of un-compacted backfill of test pits and borings across the site on the Grading Plans.

11. Section 7.4 of the City’s geotechnical guidelines requires a minimum thickness of 10 mils for vapor barriers beneath slabs-on-grade. Building plans shall reflect this requirement.

12. Please clearly show the Code-required minimum foundation setbacks from descending slopes on the foundation plans, where applicable.

13. Please include the following note on the plans: “The Project Geotechnical Consultant shall prepare an as-built report documenting the installation of the pile foundation elements for review by City Geotechnical staff. The report shall include total depths of the piles, minimum depth into the recommended bearing material, actual depth into the recommended bearing material, and a map depicting the locations of the piles.”
152
City of Malibu Geotechnical Review Sheet
(MAL25707) – 3 –

14. Include a note on the OWTS plans stating, “The Project Engineering Geologist shall observe and approve the installation of the seepage pits and provide the City inspector with a field memorandum(s) documenting and verifying that the seepage pits were installed per the approved OWTS plans.”

15. Two sets of final grading, retaining wall, swimming pool and spa, plunge pool, and residence plans (APPROVED BY BUILDING AND SAFETY) incorporating the Project Geotechnical Consultant’s recommendations and items in this review sheet must be reviewed and wet stamped and manually signed by the Project Engineering Geologist and Project Geotechnical Engineer. City geotechnical staff will review the plans for conformance with the Project Geotechnical Consultants’ recommendations and items in this review sheet over the counter at City Hall. Appointments for final review and approval of the plans may be made by calling or emailing City Geotechnical staff.

Please direct questions regarding this review sheet to City Geotechnical staff listed below.

Engineering Geology Review by: 8-31-2021
Christopher Dean, C.E.G. #1751, Exp. 9-30-22 Date
Engineering Geology Reviewer (408-656-3210)
Email: [email protected]
This review sheet was prepared by representatives of Cotton, Shires and Associates, Inc. and GeoDynamics, Inc., contracted through Cotton, Shires and Associates, Inc., as an agent of the City of Malibu.

153
City of Malibu
– GEOTECHNICAL –

NOTES FOR BUILDING PLAN-CHECK
The following standard items should be incorporated into Building Plan-Check submittals, as appropriate:

1. One set of grading, retaining wall, swimming pool and spa, water tank, and residence plans, incorporating the Project Geotechnical Consultant’s recommendations and items in this review sheet, must be submitted to City geotechnical staff for review. Additional review comments may be raised at that time that may require a response.

2. Show the name, address, and phone number of the Project Geotechnical Consultant(s) on the cover sheet of the Building Plans.

3. Include the following note on Grading and Foundation Plans: “Subgrade soils shall be tested for Expansion Index prior to pouring footings or slabs; Foundation Plans shall be reviewed and revised by the Project Geotechnical Consultant, as appropriate.”

4. Include the following note on the Foundation Plans: “All foundation excavations must be observed and approved by the Project Geotechnical Consultant prior to placement of reinforcing steel.”

5. The Foundation Plans for the proposed project shall clearly depict the embedment material and minimum depth of embedment for the foundations in accordance with the Project Geotechnical Consultant’s recommendations.

6. Show the onsite wastewater treatment system on the Site Plan.

7. Please contact the Building and Safety Department regarding the submittal requirements for a grading and drainage plan review.

8. A comprehensive Site Drainage Plan, incorporating the Project Geotechnical Consultant’s recommendations, shall be included in the Plans. Show all area drains, outlets, and non-erosive drainage devices on the Plans. Water shall not be allowed to flow uncontrolled over descending slopes.

Grading Plans (as Applicable)

1. Grading Plans shall clearly depict the limits and depths of overexcavation, as applicable.

2. Prior to final approval of the project, an as-built compaction report prepared by the Project Geotechnical Consultant must be submitted to the City for review. The report must include the results of all density tests as well as a map depicting the limits of fill, locations of all density tests, locations and elevations of all removal bottoms, locations and elevations of all keyways and back drains, and locations and elevations of all retaining wall backdrains and outlets.

Geologic conditions exposed during grading must be depicted on an as-built geologic map. This comment must be included as a note on the grading plans.

Retaining Walls (As Applicable)

1. Show retaining wall backdrain and backfill design, as recommended by the Geotechnical Consultant, on the Plans.

2. Retaining walls separate from a residence require separate permits. Contact the Building and Safety Department for permit information. One set of retaining wall plans shall be submitted to the City for review by City geotechnical staff. Additional concerns may be raised at that time which may require a response by the Project Geotechnical Consultant and applicant.
154
155
GTP6#l*4)&rV&r4*0n 21.0.96.43

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

MARK DATE
SHEET 22 OF 37
FM-1
3620 NORANDA LANE
CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265

FUEL MODFICATION PLAN

VITUS MATARÉ & ASSOCIATES, INC.

DG DRIVEWAY
APSOO
UNDERGROUND XERXES 25,000 GAL. FIBERGLASS 42' X 10' FOOD GRADE TANK UNDERGROUND 5,00 GA 0 TANKL.

PSIVATF HYDRANU

PPOM DRAFU HYDRANU

TSEFS AND

VEHEUATIOO
11 12
13 14
LOWER
ROOF

LPWES DECK

LPWES DECK
PPOM

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'

OAK WOPDLAND

LIGHT THINOINH OOLY

RFMPVE DECEASFD OAKS
PFR SQECIAL INTTSUCTIOOS*

OAK CANPPY

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'
UPQES
RPOG
30'-0" ZPNF 'A'
30'-0" ZPNF 'A'
30'-0" ZPNF 'A'

UPQES LFVEM

DECK ARFA
LPWES
RPOG
"-l 5:1e 1# $0n4t36$5*0n

COUNTY OF LOS ANGELES

FIRE DEPARTMENT

PUBLIC WORKS REVIEW

REFERRAL SHEET
TO: Public Works Department
FROM: City of Malibu Planning Department
PROJECT NUMBER:

JOB ADDRESS:

CDP 17-104
3620 NORANDA ~N
APPLICANT /CONTACT: Vitus Matare
APPLICANT ADDRESS: P.O. Box 1204
Malibu, CA 90265
APPLICANT PHONE #: (3101 317-0700
APPLICANT FAX #: (3101 317-0721
APPLICANT EMAIL:

PROJECT DESCRIPTION.: NSFR, OWTS, swimming pool
TO: Malibu Planning Department and/or Applicant
FROM: Public Works Department
~ ~~~~/IS
~~ 9~ p~ ~~
f~~~~
DATE: 11 017
The following items described on the attached memorandum shall be addressed and resubmitted.

The project was reviewed and found to be in .conformance with the City's Public Works and LCP policies and CAN proceed through the Planning ~ ~ ~ ~ '~
DATE
Rev 120910
157
O ~ N1
Cit y of Malibu

MEMORANDUM
To: Planning Department
From: Public Works Department
Jonathan Pichardo, Assist. Civil Engineer
Date: January 16, 2018
Re: Proposed Conditions of Approval for 3620 Noranda Lane CDP17-104 (NSFR,OVVTS, Pool)
The Public Works Department has reviewed the plans submitted for the above referenced project.

Based on this review sufficient information has been submitted to confirm that conformance with the Malibu Local Coastal Plan (LCP) and the Malibu Municipal Code (MMC) can be attained. Prior to the issuance of building and grading permits, the applicant shall comply with the following conditions.

GRADING AND DRAINAGE

1. Clearing and grading during the rainy season (extending from November 1 to March 31) shall, be prohibited for development LIP Section 17.3.1 that:
• Is located within or adjacent to ESHA, or
• Includes grading on slopes greater than 4:1
• Approved grading for development that is located within or adjacent to ESHA or on slopes greater than 4:1 shall not be undertaken unless there is sufficient time to complete grading operations before the rainy season. If grading operations are not completed before the rainy season begins, grading shall be halted- and temporary erosion control measures shall be put into place to minimize erosion until grading resumes after March 31, unless the City determines that completion of grading would be more protective of resources

2. Exported soil from a site shall be taken to the County Landfill. or to a site with an active grading permit and the ability to accept the material in compliance with the City's LIP Section

8.3. A note shall be placed on the project that addresses this condition. 1 W:~Land Development\ProjectslNoranda Lane\3620 Noranda Lane\3620 Nora~da Lane CDP17-104 Proposed COA.docx Recycled Paper
158

3. A grading and drainage plan shall be approved containing the following information prior to the issuance of grading permits for the project.
• Public Works Department General Notes.
• The existing and proposed square footage of impervious coverage on the property shall be shown on the grading plan (including separate areas for buildings, driveways, walkways, parking, tennis courts and pool decks).
• The limits of land to be disturbed during project development shall be delineated- on the grading plan and a total area shall be shown on the plan..Areas disturbed by grading equipment beyond the limits of grading, areas disturbed for the installation of the septic system, and areas disturbed for the installation of the detention system shall be included within the area delineated.
• The grading limits shall include the temporary cuts made for retaining walls, buttresses, and over excavations for fill slopes and shall be shown on the grading plan.
• If the property contains trees that are to be protected they shall be highlighted on the grading plan.
• If the property contains rare and endangered species as identified in the resources study the grading plan shall contain a prominent note identifying the areas to be protected (to be left undisturbed). Fencing of these areas shall be delineated on the grading plan if required by the City Biologist.
• Private storm drain systems shall be shown on the grading plan. Systems greater than 12-inch diameter shall also have a plan and profile for the system included with the grading plan.
• Public storm drain modifications shown on the grading plan shall be approved by the Public Works Department prior to the issuance of the grading permit.

4. A digital drawing (AutoCAD) of the project's- private storm drain system, public storm drain system within 250 feet of the property limits, and post-construction BMP's shall be submitted to the Public Works Department prior to the issuance of grading or building permits. The digital drawing shall adequately show all storm drain lines, inlets, outlet, post-construction BMP's and other applicable facilities. The digital drawing shall also show the subject property, public or private street, and any drainage easements.

STORMWATER

5. The ocean between Latigo Point and the West City limits has been established by the State Water Resources Control Board as an Area of Special Biological Significance (ASBS) as part of the California Ocean Plan. This designation allows discharge of storm water only where it is essential for flood - control- or slope stability, including roof, landscape, road and parking lot drainage, to prevent soil erosion, only occurs during wet weather, and is composed of only storm water runoff. The applicant shall provide a drainage system that accomplishes the following:
• Installation of BMPs that are designed to treat the potential pollutants in the storm water runoff so that it does not alter the natural ocean water quality. These- pollutants 2 r`
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159
include trash, oil and grease, mefals, bacteria, nutrients, pesticides, herbicides and sediment.
• Prohibits the discharge of trash.
• Only discharges from existing storm drain outFalls are allowed. No new outfalls will be allowed. Any proposed or new storm water discharged shall be routed to existing storm drain outFalls and shall not result in any new contribution of waste to the ASBS (i.e. no additional pollutant loading).
• Elimination of non-storm water discharges.

6. A Local Storm Water Pollution Prevention Plan shall be provided prior to the issuance of the Grading/Building permits for the project. This plan shall include an Erosion and Sediment Control Plan (ESCP) that includes, but not limited to:

Erosion Controls Scheduling
Preservation of Existing
Vegetation
Sediment Controls Silt Fence
Sand Bag Barrier
Stabilized Construction Entrance
Non-Storm Water
Management
Water Conservation Practices
Dewatering Operations
Waste Management Material Delive and Storage
Stockpile Management
Spill Prevention and Control
Solid Waste Mana ement
Concrete Waste Management
Sanitary/Septic Waste
Management
All Best Management Practices (BMP) shall be in accordance to the latest version of the California Stormwater Quality Association (CASQA) BMP Handbook. Designated areas for the storage of construction materials, solid waste management, and portable toilets must not disrupt drainage patterns or subject the material to erosion by site runoff.

7. A Storm Water Management Plan (SWMP) is required for this project. Storm drainage improvements are required to mitigate increased runoff generated by property development.

The applicant shall have the choice of one method specified within the City's Local Implementation Plan Section 17.3.2.B.2. The SWMP shall be supported by a hydrology and hydraulic study that identifies all areas contributory to the property and an analysis of the predevelopment and post development drainage of the site. The SWMP shall identify the Site design and Source control Best Management Practices (BMP's) that have been implemented in the design of the project (See LIP Chapter 17 Appendix A). The SWMP shall be reviewed and approved by the Public Works Department prior to the issuance of the grading/building permits for this project.
3 r
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160

8. A Water Quality Mitigation Plan (WQMP) is required for this project. The WQMP shall be supported by a hydrology and hydraulic study that identifies all areas contributory to the property and an analysis of the predevelopment and post development drainage of the site.

The WQMP shall meet all the requirements of the City's current Municipal Separate Stormwater Sewer System (MS4) permit. The following elements shall be included within the WQMP:
• Site Design Best Management Practices (BMP's)
• Source Control BMP's
• Treatment Control BMP's that retains on-site the Stormwater Quality Design Volume (SWQDv). Or where it is technical infeasible to retain on-site, the project must biofiltrate 1.5 times the SWQDv that is not retained on-site. • Drainage Improvements
• A plan for the maintenance and monitoring of the proposed treatment BMP's for the expected life of the structure.
• A copy of the WQMP shall be filed against the property to provide constructive notice to future property owners of their obligation to maintain the water quality measures installed during construction prior to the issuance of grading or building permits. • The WQMP shall be submitted to Public Works and the fee applicable at time of submittal for the review of the WQMP shall be paid prior to the start of the technical review. The WQMP shall be approved prior to the Public Works Department's .. approval of the grading and drainage plan and or building plans. The Public Works Department will tentatively approve the plan and will keep a copy until the completion of the project. Once the project is completed, the applicant shall verify the installation of the BMP's, make any revisions to the WQMP, and resubmit to the Public Works Department for approval. The original signed and notarized document shall be recorded with the County Recorder. A certified copy of the WQMP shall be submitted to the Public Works Department prior to the certificate of occupancy.

MISCELLANOUS

9. The developer's consulting engineer shall sign the final plans prior to the issuance of permits.

10. The discharge of swimming pool, spa and decorative fountain water and filter backwash, including water containing bacteria, detergents, wastes, alagecides or other chemicals is prohibited. Swimming pool, spa, and decorative fountain water may be used as landscape irrigation only if the following items are met:

The discharge water is dechlorinated, debrominated or if the water is disinfected using ozonation;
There are sufficient BMPs in place to prevent soil erosion; and The discharge does not reach into the MS4 or to the ASBS (including tributaries) Discharges not meeting the above-mentioned methods must be trucked to a Publicly Owned Wastewater Treatment Works. ~
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161
The applicant shall also provide a construction note on the plans that directs the contractor to install a new sign stating "It is illegal to discharge pool, spa or water feature waters to a street, drainage course or storm drain per MMC 13.04.060(Dj(5)." The new sign shall be posted in the filtration and/or pumping equipment area for the property. Prior to the issuance of any permits, the applicant shall indicate the method of disinfection and the method of discharging.

11. Prior to the approval of any grading and drainage permit, the applicant shall submit a PDF of the final plans. If there are further modifications to the plans, the applicant shall provide the City with an updated PDF.
5 r~ 1
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162
GTP6#l*4)&rV&r4*0n 597.0.93.43
3620 NORANDA LANE CITY OF MALIBU, LOS ANGELES COUNTY, CA. 90265 ARCHITECTURAL RENDERINGS STAUSS RESIDENCE APN 4473-026-002 ENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN RIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC. P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]
3 NOT TO SCALE

SOUTH RIGHT
6 NOT TO SCALE
EAST
L= 74 04', R= 60.0 ' A.C. PAVE
NEOT
1047.74
1054.05
1060.10
1064.99
1065.49
1078.58
1082.47
1089.33
1087.11
1083.82
1096.03
1092.11
1092.29
1089.55
1087.19
1093.51
1093.90
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
1089.6
N
H
1093.9
NH
1088.1
N
H
W
(1020)
(1030)
(1040)
(1060)
(1070)
(1080)
(1090)
(1100)
(1020)
(1000)
(1030)
(1040)
(1050)
(1060)
(1070)
(1090)
(1080)
(1040)
(1050)
(1080)
(1070)
(1060)
(1050)
(1080)
(1090)
(1050)
(1010)
(1020)
(1030)
(1090)
(1060)
(1100)
(1090)
(1080)
(1060)
(1070)
(1070)
NPRUH SIDE YARD SFTCACK: 23'' - 9"

SPUTH SIDEYARD SFTC
F
S
O

OT YARD S
F
T
CACK: 32'-6"

DG DRIVEWAY
APSOO
(E) WATFR WEML
UNDERGROUND XERXES 25,000 GAL.

FIBERGLASS
42' X 10' FOOD GRADE TANK

UNDERGROUND
5,000
GAL.

TANK

PSIVATF HYDRANU

PPOM DRAFU HYDRANU
26' - 0" MIN.

TSEFS AND

VEHEUATIOO
11 12
13 14
LOWER
ROOF

LPWES DECK

LPWES DECK
PPOM
MFDIAN LPT DEQTH: 4
M
F
DIAN LPT WIDTH: 247'-3"

NPRUH SIDE
YARD SFTCACK=
45'-0"

SPUTH SIDE
YARD SFTCACK=
170'-0"
REAR YARD SETBACK=
186'-7"
32' - 6" MIN.
25'-0" min. 25'-0" min.
26' - 0" MIN.
'r0n5 SIDE

YARD SFTCACK

MAPQED ETHA

OOLY MINPR RFMPVAL OG

DEAD BSUSH IN ZPNF 'C'

OAK WOPDLAND

LIGHT THINOINH OOLY

RFMPVE DECEASFD OAKS
PFR SQECIAL INTTSUCTIOOS*

OAK CANPPY
4p"
1o0l 4t&p4
UPQES
RPOG

UPQES LFVEM DECK ARFA
LPWES
RPOG
"-l 5:1e 1# $0n4t36$5*0n
N

SUBJECT PSOQESTY
L.A. COUNTY ASSESSORS MAP

RANDA LANE
ANGELES COUNTY, CA. 90265

RESIDENCE
APN
4473-026-002
VITUS MATARÉ & ASSOCIATES, INC.

P.O. BOX 1204, MALIBU, CA 90265 310.317.0700

PLANNING DESIGN TECHNICAL COORDINATION PERMIT PROCESSING [email protected]

EXISUINH GSADE
L= 74 04', R= 60.0 ' A.C. PAVE
NEOT
1047.74
1054.05
1060.10
1064.99
1065.49
1078.58
1082.47
1089.33
1087.11
1083.82
1096.03
1092.11
1092.29
1089.55
1087.19
1093.51
1093.90
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
1089.6
N
H
1093.9
NH
1088.1
N
H
W
)
(1020)
(1030)
(1040)
(1060)
(1070)
(1080)
(1090)
(1100)
(960)
(1020)
(970)
(980)
(990)
(1000)
(1010)
(990)
(1000)
(980)
(1030)
(1040)
(1050)
(1060)
(1070)
(1080)
(1090)
(1040)
(1050)
(1080)
(1070)
(1060)
(1050)
(1080)
(1090)
N68°38'36"W 230.00'
S56º00'27"W 656.48'
S73º47'45"W 442.31'
S1º38'00"W

30.00'
N88º22'00"W

30.00'
. 0
N17º39'57"W 145.46'

LANE NORANDA

EDGF OG PAVE
NEOT
1050.42
1056.34
1086.80
1080.01
1091.89
FT
FT
FT
FT
FT
FT
FT
W

TSEFS AND

VEHEUATIOO
(1050)
(950)
(940)
(930)
(920)
(1010)
(1020)
(1030)
(1090)
(1060)
(1100)
(1090)
(1080)
(1060)
(1070)
(1070)
MEDIAN LOT DEPTH: 459'-3"
MEDIAN LOT WIDTH: 247'-3"
REAR YARD SETBACK: 69'
NORTH SIDE YARD SETBACK: 23'' - 9"
SOUTH SIDEYARD SETBACK: 35'-8"
FRONT YARD SETBACK: 32'-6"

UPPER ROOF

DG DRIVEWAY
APRON
(E) WATFR WEML

NORTH SIDE YARD
SETBACK= 36'-6"

SOUTH SIDE YARD
SETBACK= 169'-0"
REAR YARD SETBACK= 209'-6"
UNDERGROUND XERXES 25,000 GAL.

FIBERGLASS
42' X 10' FOOD GRADE TANK

UNDERGROUND
5,000
GAL.

TANK

PSIVATF HYDRANU

PPOM DRAFU HYDRANU
26' - 0" MIN.
26' - 0" MIN.
25'-0" min. 25'-0" min.
32' - 6" MIN.

TSEFS AND 11 VEHEUATIOO
12 13
14 UPPER
ROOF

PROPOSED EAVE

PROPOSED EAVE
1096.10

UPPER LEVEL

DECK AREA
N
GROSS LOT AREA: 122,403.6 SQ. FT.

DEDICATED ROAD EASEMENT: 7,841 SQ. FT.

SLOPES GREATER THAN 1:1 : 10,238 SQ. FT.

NET LOT AREA = 104,325.6 SQ. FT.

PSIOS DETIGO CURSEOT PSOQOTAL

PSIOS DETIGO CURSEOT PSOQOTAL
163
ATTACHMENT 4
GTP6#l*4)&rV&r4*0n 597.0.93.43
6#l*4)&rV&r4*0n 1748.0.47.95
33'-3"
9'-0"
18' ABPVE EXISUINH GSADE
UPQES LFVEM F.F. @ 1097.0'
LPWES LFVEM F.F. @ 1087.0'
BASFMFNU F.F. @ 1078.0'
TPP OG RPOG @ 1111.25'
BPTUON OG RPOG @ 1105.0'
6'-3"
8'-0"
10'-0"

FINISHED GRADE
MASUES

BATHRPON
MASUES BFDRPON 2
6'-3" 8'-0" 10'-0" 9'-0"
33'-3"

EXISUINH GSADE

EXISUINH GSADE
$*/e." SWIMNINH PPOM
4p"
("3"(e -BASFMFNU8*/e
-BASFMFNU- $*/e." -BASFMFNUUPQES LFVEM F.F. @ 1097.0'
LPWES LFVEM F.F. @ 1087.0'
BASFMFNU F.F. @ 1078.0'
TPP OG RPOG @ 1111.25'
BPTUON OG RPOG @ 1105.0'
2 SCALE: 1/8" = 1'-0"

SOUTH ELEVATION
B SCALE: 1/8" = 1'-0"

SOUTH SECTION

UPQES LFVEM

LPWES LFVEM

BASFMFNU

UPQES R

LPWES RP
2 SCALE: 1/8" = 1'-0"

SOUTH ELEVATION

PSIOS DETIGO

CURSEOT PSOQOTAL
164
GTP6#l*4)&rV&r4*0n 597.0.93.43

PSIOS DETIGO CURSEOT PSOQOTAL
TPP FMOPR ARFA 2,201 SQ FU 2,050 SQ FU
MID LFVEM ARFA 3,084 SQ FU 2,739 SQ FU
BASFMFNU ARFA 2,554 SQ FU 1,801 SQ FU
IMQESMFABME COVESAGF 6,330 SQ FU 5,990 SQ FU
TPTAL GSADINH EXPPRU 3,032 CU YRDS 2,493 CU YRDS
TPTAL FUEM MPDIFICATIOO 112,118 SQ FU 52,840 SQ FU
5o5"- %&7&l0p.e/t 'o0t1r*/t 9,257 42 't 7,345 42 't
165
Story Pole Photographs Dated January 5, 2023
ATTACHMENT 5
166
167
*From Encinal Canyon Road
168
Construction Management Plan
3620 NORANDA LANE
November 20, 2020
Reference: Coastal Development Plan Review No. 17-104
Minor Modification No. 20-012
Variance Nos. 19-035 & 19-036
3620 Noranda Lane (APN 4473-026-002)
Submitted to:

Richard Mollica, Acting Planning Director
City of Malibu
23825 Stuart Ranch Road
Malibu, CA. 90265-4804
310-456-2489 X482
Prepared by:

Vitus Matare & Associates
P.O. Box 1204
Malibu, CA. 90265
(310) 317-0700
[email protected]
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 1/11
ATTACHMENT 6
169
TABLE OF CONTENTS:

1.0 PROJECT AND SITE DESCRIPTION

1.1 GENERAL CONSTRUCTION MANAGEMENT REQUIREMENTS

2.0 GENERAL WORK ACTIVITY OVERVIEW

2.1 PROJECT SCHEDULE AND PROJECT STAGING

3.0 HEALTH AND SAFETY

4.0 DUST CONTROL MEASURES

5.0 NOISE MITIGATION

6.0 STORMWATER POLLUTION PREVENTION (SWPPP) AND

EROSION CONTROL PLANS (ECP)
ATTACHMENTS:

SAMPLE DELIVERY NOTIFICATION

SAMPLE ON-SITE NOTIFICATION SIGN
EXHIBIT 1 - MAP TO NEAREST OFF-SITE AVAILABLE PARKING
EXHIBIT 2 - SAMPLE 'NO CONSTRUCTION PARKING' SIGNAGE
EXHIBIT 3 - SAMPLE 'NO CONSTRUCTION PARKING' SIGNAGE
EXHIBIT 4 - SAMPLE 'FIRE LANE' SIGNAGE
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 2/11
170

1.0 PROJECT AND SITE DESCRIPTION
It is a requirement of the subject Coastal Development Permit (CDP) that a comprehensive Construction Management Plan be presented for the construction of the proposed single family residence and associated improvements at 3620 Noranda Lane in the City of Malibu. Construction is anticipated to take place between May 1st 2021 and September 30th 2022. Following is a summary of the traffic control measures, parking plan, construction staging, and anticipated sequence of events during construction. The property owner or his designated general contractor shall be responsible for implementing all aspects of the Construction Management Plan. They shall also notify all residents of Noranda Lane, and City of Malibu Planning Department in writing of any changes.

The subject property is a single legal lot described by one Los Angeles County Assessors Parcel Number. All construction activity shall be confined to APN 4473-026- 002. More specifically, the majority of this site is considered Environmentally Sensitive Habitat Area (ESHA) and not to be disturbed. All grading, construction, material staging, and on-site vehicle parking shall be confined to the development footprint and under no circumstances stray into the surrounding ESHA zone as depicted in Figure 1 on page CMP of the approved construction documents. A portion of this figure has been reproduced in the attached Exhibit 6.

1.1 GENERAL CONSTRUCTION MANAGEMENT REQUIREMENTS
Prior to issuance of a grading or building permit, the property owner shall designate either a general contractor or more specifically an individual to serve as the primary contact responsible for managing day to day construction activities and enforcement of all requirements stipulated in this Construction Management Plan. For purposes of this document we shall refer to the designee as the owner/contractor.

1. The owner/contractor shall monitor on- and offsite vehicular parking and ensure that at no time vehicles or delivery trucks are to be parked on any portion of Noranda Lane.

All vehicles shall either park on-site or on Encinal Canyon Road. Furthermore no vehicles shall be parked in the drip line of protected California Live Oak or indigenous Sycamore trees. Parking is available along the land side of Encinal Canyon Road and shuttling of workers, tools, and materials will require daily coordination by the general contractor or his designated project manager. Note that no parking is allowed directly adjacent to the intersection of Noranda Lane and Encinal Canyon Road due to a tight road shoulder and visibility issues. Reference the attached Exhibit 1 regarding the nearest off-site parking locations
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 3/11
171

2. The owner/contractor shall provide flag-persons to direct traffic in the event of a delivery at the site entrance off 3620 Noranda Lane. In the likely event that vehicles already parked on-site will need to be rearranged in order to make way for a delivery said flag-person will need to make sure that the flow of daily traffic along Noranda Lane is not held up and that entrances to neighboring properties are not inconvenienced.

3. All construction workers and delivery personnel shall be notified to:
a. Obey all traffic laws and limit vehicular speeds to below the posted speed limit; b. Yield to children, pedestrians, pets, and other non-construction vehicles; c. Minimize obstruction of through-traffic lanes at all times; d. Proceed with particular caution at the blind curve and hill directly adjacent to the residence at 3620 Noranda Lane.
e. Not park anywhere along the entire length of Noranda Lane or its road shoulder.

4. Advance public notice of construction delivery routing and schedule shall be provided to the residents of Noranda Lane and the City of Malibu Planning Department. A sample Notice is attached. Public notice of construction delivery routing and schedule shall be made available via the following two methods:
a. An onsite posting sign shall be placed adjacent to the subject parcel's driveway.

The construction delivery routing and schedule posting shall be updated monthly or as necessary, and shall remain posted at all times during construction. b. A mailing to all property owners and tenants on Noranda Lane. The mailing shall occur at least 30 days prior to the commencement of construction, and will notify the property owners of the schedule upcoming work and the on-site posting. c. Material deliveries inclusive of soil hauling and other material import shall be staged such that no more than one (1) truck enters or leaves the site every 20- minutes. All deliveries and hauling shall be confined to normal construction hours as posted at the job site entrance.

5. Construction deliveries shall be scheduled during construction working hours only, and shall not be permitted during peak traffic hours in the morning and evenings. Peak traffic hours are defined as occurring between 7:30 a.m. to 8:30 a.m. ,and 4:30 p.m. to 6:00 p.m.

6. All materials shall be stored on-site within the area of the development footprint as indicated on Exhibit 6. No machinery or materials may encroach past the line designating development boundry sheet CMP.1 of the construction documents. No materials may be stored off-site or in the private right-of-way for Noranda Lane or it's cul-de-sac nor is any temporary parking allowed in these areas.

7. "No Construction Parking" signs shall be posted on-site facing the east and west sides of Noranda Lane. Reference the attached Exhibit 2. These will be in addition to any FIRE LANE signs already posted.

8. All construction-related equipment and materials shall be stored on-site behind a 3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 4/11
172
locked construction fence at the end of each working day.

9. The owner/contractor will be expected to personally oversee all of the following critical conditions:
a. Provide a photographically documented report on the condition of the private roadway from Encinal Canyon road up to the terminus fronting 3620 Noranda Lane prior to the onset of any construction or grading work; b. That an on-site phone has reception or a ground line is provided to allow for communication with arriving deliveries and personnel;
e. That Noranda Lane is maintained in a clean and safe condition throughout each and every workday;
f. That parking rules are enforced around the clock and that shuttling of workers is conducted in an organized fashion minimizing the number of daily trips on Noranda Lane. Construction workers are encouraged to carpool or commute by bus;
g. Monitor dust and noise control per sections 5.0 and 6.0 of the Construction management plan either by designating a responsible individual and posting their contact information at the job site entrance;
h. Conduct and document daily safety and logistics meetings per section 4.0 of this Construction Management Plan. All subcontractors must either participate in these daily logistics meetings or provide documentation of their own compliance with this requirement.
i. Supervise neighbor notification of construction stages and any possible impact to neighborhood traffic.

2.0 GENERAL COURSE OF CONSTRUCTION OVERVIEW
The work covered under this Construction Management Plan will be undertaken in a sequential manner with some activities being conducted concurrently. The governing criteria will be that only a limited crew can be on site at any given time. Material stocking and available parking for vehicles will determine the flow of work at the site, taking priority over traditional construction logistics. Depending upon site and other unforeseen complications, the owner/contractor’s general sequence of work activities may require alteration at any given time. Such alterations should be noted on the posting at the site entrance.

The owner/contractor shall maintain all applicable permits that apply to the construction project, as well as a copy of the approved construction documents and conditions of approval on the project site at all times of operation. This information shall be available to City personnel at all times.
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 5/11
173

2.1 PROJECTED SCHEDULE & PROJECT STAGING
A summary of the general sequence for the work activities to be coordinated by the owner/contractor is anticipated to take place in the following order:
• Installation and repair of existing fire apparatus turnaround at the terminus of Noranda Lane. No Parking - Fire Lane signs (reference Exhibit 4) are to be installed on all sides of the cul-de-sac at the end of Noranda Lane. Please note that the entire length of Noranda Lane serves as a fire lane and as such NO PARKING is allowed by residents on either side of the private roadway or its road shoulder at any point between Encinal Canyon Road and the subject property.
• General debris removal of grading area and preparation for site grading. Review development boundaries as depicted on CMP.1 of the construction documents at regular intervals and prior to commencement of site work. Grading permits shall not be issued between November 1 and March 31 of any year (LCP 264). A pre-grading meeting meeting is required with the City Building Inspector, property owner or his designated representative, and all key consultants present prior to the commencement of any grading work.
• Excavation of undocumented fill and replacement with engineered fills. Export to approved landfill. Note that the designated landfill location must be in compliance with the City of Malibu Construction and Demolition (C&D) Debris Recycling Program pursuant to the Integrated Waste Management Act of 1989 (Assembly Bill (AB) 939.

Exported soils from the site shall be taken to an approved County Landfill or to a site with an active grading permit and the ability to accept the material in compliance with the City's Local Implementation Plan (LIP), Section 8.3. The owner/contractor shall refer to the approved construction documents for the specific fulfillment of this key requirement.
• Local installation of site walls and foundation per approved structural plans prepared by Tuchscher Engineering Group (TEG.)
• Installation of subsurface drains and collection drainage in designated surcharge areas per approved civil plans prepared by Tuchscher Engineering Group (TEG.) • Completion of rough grade, site walls, and foundations to the satisfaction of the City of Malibu Environmental & Building Safety Division.
• Construction of single family residence and associated site improvements per approved construction documents.
• Finish grading, installation of on-site waste treatment system, landscaping, paving and related site improvements.
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 6/11
174
• Final inspection of Noranda Lane and restoration to at minimum the documented roadway condition prior to onset of any construction activity at 3620 Noranda Lane.

3.0 HEALTH AND SAFETY
The owner/contractor shall consider safety and the prevention of accidents an integral part of its operation. Under Federal, State and local laws, Contractor is responsible to provide a safe working environment, and to protect life, health and safety of its employees and subcontractors' personnel. Although providing safe working conditions is primarily a management responsibility, safety and accident prevention can be accomplished only through coordinated efforts of all employees and subcontractor personnel. If the task or service being undertaken cannot be done safely, the Contractor shall discontinue work until proper controls can be established.

The owner/contractor will hold daily tailgate meetings for its employees prior to work commencement. Additionally, the owner/contractor will mandate that subcontractors be required to hold similar daily tailgate meetings covering their respective portion of the work. These meetings are intended for the discussion of the projected work schedule, shuttling of workers, tools and materials from the designated parking areas along Encinal Canyon Road to the Noranda Lane construction site, and to prepare each worker for any potential hazards associated with these work activities. A copy of the daily or weekly safety meeting logs will be maintained onsite at all times. All personnel attending the safety meeting will be required to sign the safety meeting log upon completion of the tailgate safety meeting. During the tailgate meetings, personnel will be reminded of neighborhood requirements as well as site conditions and are encouraged to participate with health, safety, and logistical concerns.

At the conclusion of the project, copies of all daily activities will be presented in a final report to the property owner for distribution to relevant parties.

The owner/contractor shall ensure continuous emergency vehicle access across the full length of Noranda Lane and its terminus.

4.0 DUST CONTROL MEASURES
Dust control will be considered an important part of the overall project.

Contractor will direct a localized fine water spray to the source of excavation or compaction activities, as required, thereby reducing airborne dust particles. To minimize the run-off of water, the water supply will be used only when necessary.

The main mechanism for the control of fugitive dust emissions from construction activities and wind erosion is watering, which leads to the formation of a surface crust to 3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 7/11
175
reduce the available reservoir of dust. The effectiveness of wet suppression is dependent on the type of activities occurring, the frequency of watering, and the meteorological conditions. At no time shall water runoff be allowed to enter the Noranda roadway.

Dust control measures will include, but may not be limited to:
• Watering all active construction areas at least daily and more often during windy periods.
• Active areas adjacent to stockpiles or open excavation should be maintained damp at all times.
• Cover all hauling trucks or maintain at least 2 feet of freeboard. Apply water at least twice daily to unpaved access drive and staging areas.
• Sweep daily any paved areas or finished slabs.
• Sweep adjacent street within the hour if visible soil material is deposited onto the roadway surface.
• Enclose, cover and water daily any exposed soil stockpiles on the construction site. • Limit traffic speeds on Noranda Lane to 15 mph.
• Install sandbags or other erosion control measures per project civil plan to prevent silt runoff.
• Suspend excavation and grading activity when winds (instantaneous gusts) exceed 25 mph.
• Check all vehicles for material residue and clean if necessary. The private paved roadway, Noranda Lane will be checked for any material possibly tracked out, despite mitigation efforts. The owner/contractor will take all reasonable measures to clean the roadway of this material within an hour of observation.

5.0 NOISE MITIGATION
The following measures will be undertaken to minimize noise intrusion during site activities.
• Construction activities will be limited to the hours of 7 a.m. to 7 p.m. on weekdays, and 8 a.m. to 5 p.m. on Saturdays. No construction work is permitted Sundays or holidays.
• All equipment driven by internal combustion engines will be equipped with appropriate mufflers in good operating condition.
• When feasible, “quiet” models of stationary equipment such as air compressors, generators are to be employed.
• Stationary noise-generating equipment will be located as far as possible from neighboring property.
• No job site radio or walkie-talkie shall be set at a volume where it can be heard offsite. • No unnecessary idling of internal combustion engines will occur on-site or off. • The owner/contractor shall act as “noise disturbance coordinator," responsible for 3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 8/11
176
responding to any local complaints about construction noise. The disturbance coordinator will determine the cause of the noise complaints and as practicable, institute measures to correct the problem.

6.0 STORMWATER POLLUTION PREVENTION (SWPPP) AND

EROSION CONTROL PLANS (ECP)
The owner/contractor must follow all requirements for storm water management and erosion control as specified in the approved civil plan prepared by Tuchscher Engineering Group (TEG.) Owner/contractor shall comply with all BMPs designed to minimize erosion and sediment transport.

The undersigned property owner acknowledges and agrees to abide by all terms and conditions set forth in this construction management plan and shall remain the key contact until such a time that a owner/contractor is specified prior to permit issuance. -------------------------------------------
Roman & Talke Stauss
Portshead Ventura Harbor
918 Puerto Place
VENTURA, CA. 93001
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 9/11
177
SAMPLE NOTICE for mailing:
_________________________
date
Dear Owners and Occupants,
Due to construction work at 3620 Noranda Lane scheduled to take place between May 1st 2021 and September 30th 2022, traffic along the private road will be temporally increased. Advance public notice of construction delivery routing and schedule for this project is being provided by way of a sign posted at the subject property. The sign is located on the construction fence fronting 3620 Noranda Lane.

All effort will be made to avoid unnecessary noise or excessive vehicular traffic. All construction related vehicles will be parked within designated areas on the construction site or on Encinal Canyon Road.

We apologize for any inconvenience the increased traffic may cause you and thank you for your cooperation. For further information regarding this project please contact:
______________________________________
_____________________________________
name title
_______________________________________
24 hour phone no.
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 10/11
178
SAMPLE NOTIFICATION for posting at site
_________________________
date
Dear Noranda Lane Neighbors,
Please be advised of the following deliveries and construction site activity schedule for the month of
___________________________________.

Expected Deliveries - (show as list)
____________________________________
______________________________
(Indicate dates and all major deliveries in a vehicle larger than a full size pick up truck.)
Type of construction activities schedule for the month - _______________________________________
(Indicate number of workers from each trade expected on-site and type of work to be performed.)
All effort will be made to avoid unnecessary noise or excessive vehicular traffic. We will be keeping all of our vehicles parked within designated areas on the construction site or on Encinal Canyon Road.

We apologize for any inconvenience the increased traffic may cause you and thank you for your cooperation. For further information regarding this project or to advise us of any issue please contact:
______________________________________
_____________________________________
name title
_______________________________________
24 hour phone no.
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 11/11
179
GsPUBlISHErVErSIOn 976.0.45.95
11/ 23/ 2020

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

DATE MARK
OF 46 SHEET 45
CMP1
DB
3620 NORANDA LN
MALIBU, CA 90265

CONSTRUCTION MANAGEMENT

STAUSS RESIDENCE
4473-026-002
THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY VITUS MATARÉ & ASSOCIATES, INC. (VMA) FOR THIS PROJECT ARE INSTRUMENTS OF VMA'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND VMA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THE IDEAS, DESIGN ARRANGEMENTS, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY OR DISCLOSED TO A THIRD PARTY FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF VITUS MATARÉ & ASSOCIATES, INC.

VITUS MATARÉ & ASSOCIATES, INC.

PLANNING DESIGN EXPEDITING CONSTRUCTION MANAGEMENT
P.O. BOX 1204, MALIBU, CA 90265 P 310.317.0700 F 310.317.0721 N

APPROXIMATE LOCATION

OF AVAILABLE

CONSTRUCTION PARKING

ALONG ENCINAL CANYON

FIRE APARATUS

TURNAROUND

FIRE LANE

NO PARKING
SIGN
CMP.2 - 4
TRUCKS

ENTERING AND

LEAVING

ROADWAY
SIGN CMP.2 - 3
TRUCKS

ENTERING AND

LEAVING

ROADWAY
SIGN CMP.2 - 3
NO

CONSTRUCTIO

N PARKING
SIGN CMP.2 - 2
W

SUBJECT PROPERTY
3620 NORANDA LANE
4473-026-003
4473-026-002
4473-026-009
4473-026-008
4473-026-006
4473-026-005
4473-006-901
DISTRICT 3

ENCINAL CANYON

NORANDA LANE

ENCINAL CANYON

DEVELOPMENT FOOT PRINT
1 SCALE: 1" =200'

CONSTRUCTION MANAGEMENT PLAN
180
GsPUBlISHErVErSIOn 976.0.45.95
11/ 23/ 2020

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

DATE MARK
OF 46 SHEET 46
CMP2
DB
3620 NORANDA LN
MALIBU, CA 90265

CONSTRUCTION MANAGEMENT

VITUS MATARÉ & ASSOCIATES, INC.

PLANNING DESIGN EXPEDITING CONSTRUCTION MANAGEMENT
P.O. BOX 1204, MALIBU, CA 90265 P 310.317.0700 F 310.317.0721

PARKING
FIRE
LANE
NO
2 NOT TO SCALE

CONSTRUCTION SIGN DETAIL
3 NOT TO SCALE

CONSTRUCTION SIGN DETAIL
4 NOT TO SCALE

CONSTRUCTION SIGN DETAIL
181
City Of Malibu
23825 Stuart Ranch Road
Malibu, CA 90265

PLANNING DEPARTMENT
N඗ගඑඋඍ ඗ඎ Pඝඊඔඑඋ Hඍඉකඑඖඏ
Phone (310) 456-2489
www.malibucity.org
N඗ගඑඋඍ ඗ඎ Pඝඊඔඑඋ Hඍඉකඑඖඏ
The Malibu Planning Commission will hold a public hearing on Monday, February 6, 2023, at 6:30 p.m. for the project identified below which will be held via teleconference only in order to reduce the risk of spreading COVID-19 pursuant to AB 361 and the County of Los Angeles Public Health Officer’s Safer at Home Order.

COASTAL DEVELOPMENT PERMIT NO. 17-104, VARIANCE NO. 19-035, SITE PLAN REVIEW NO. 23-003, MINOR MODIFICATION NO. 20-012, AND OFFER-TODEDICATE NO. 23-001 - An application for the construction of a 4,789 square foot, single-family residence plus a 1,801 square foot basement and subterranean garage, onsite wastewater treatment system, exterior site improvements including a swimming pool, spa, deck, landscape, 5,990 square feet of impermeable coverage, and 581 cubic yards of non-exempt grading; including a variance for development within the required Environmental Sensitive Habitat Area buffer, a site plan review for construction on steep slopes, a minor modification for the reduction of the required front yard setback by up to 50 percent, and an offer to dedicate a trail easement LOCATION / APN / ZONING: 3620 Noranda Ln / 4473-026-002 / Rural Residential-Five Acre (RR-5) APPLICANT / OWNER(S): Vitus Matare & Associates / 3620 Noranda LLC APPEALABLE TO: City Council
ENVIRONMENTAL REVIEW: Categorical Exemption CEQA Guidelines Sections 15303(a), 15303(e), and 15304(b) APPLICATION FILED: November 8, 2017
CASE PLANNER: Jessica Bobbett, Senior Planner, [email protected] (310) 456-2489, ext. 280
For the projects identified above with a categorical exemption for environmental review, pursuant to the authority and criteria contained in the California Environmental Quality Act (CEQA), the Planning Director has analyzed these proposed projects and found that they are listed among the classes of projects that have been determined not to have a significant adverse effect on the environment. Therefore, the projects are categorically exempt from the provisions of CEQA. The Planning Director has further determined that none of the six exceptions to the use of a categorical exemption apply to these projects (CEQA Guidelines Section 15300.2).

A written staff report will be available at or before the hearing for the projects. All persons wishing to address the Commission regarding these matters will be afforded an opportunity in accordance with the Commission’s procedures.

LOCAL APPEAL – A decision of 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 ten days following the date of action (15 days for tentative maps) for which the appeal is made 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/planningforms or in person at City Hall, or by calling (310) 456-2489, extension 245.

COASTAL COMMISSION APPEAL – For projects appealable to the Coastal Commission, an aggrieved person may appeal the Planning Commission’s approval to the Coastal Commission within 10 working days of the issuance of the City’s Notice of Final Action. Appeal forms may be found online at www.coastal.ca.gov or in person at the Coastal Commission South Central Coast District office located at 89 South California Street in Ventura, or by calling 805-585-1800. Such an appeal must be filed with the Coastal Commission, not the City.

IF YOU CHALLENGE THE CITY’S ACTION IN COURT, YOU MAY BE LIMITED TO RAISING ONLY THOSE ISSUES YOU OR SOMEONE ELSE RAISED AT THE PUBLIC HEARING DESCRIBED IN THIS NOTICE, OR IN WRITTEN CORRESPONDENCE DELIVERED TO THE CITY, AT OR PRIOR TO THE PUBLIC HEARING.

RICHARD MOLLICA, Planning Director Date: January 12, 2023 ATTACHMENT 7
182
STATh Of CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJJAN. Geremor CAUFORNIA COASTAL COMMISSION Pa e 1 of ‘~
SOUTH COAST AREA ‘~‘- cu41 Date july 2.~, 19db
2ASWESTBROADWAYSJITE38O /9,,~77$’ fC Permit Application No: 5—86—472 JL:wr ~ ~‘°~°~ RECEIVED
ADMINISTRATIVE PERMIT AUG 2 2
APPLICANT Anna Zilberg PLANNING DEPT:

PROJECT DESCRIPTION: Construction of a 2517 sq.ft. single family residence and 1076 sq.ft. guest house on a 2.8 acre vacant lot.

PROJECT LOCATION: 3660 Noranda Lane, Malibu
EXECUTIVE DIRECTOR’S DETERMINATION:

Pursuant to PRC Section 30624, the Executive Director hereby determines that the proposed development, subject to Standard and Special Conditions as attached, is in conformity with the provisions of Chapter 3 of the Coastal Act of 1976, will not prejudice the ability of the local government to prepare a Local Coastal Program that is In conformity with the provlsiois of Chapter 3, and will not have any significant Impacts on the environment within the meaning of the California Environmental Quality Act. Any development located between the nearest public road and the sea is in conformity with the public access and public recreation policies of Chapter 3.
• Additional reasons for this determination, and for any special conditions, may be discussed on the reverse (Page 2).

NOTE: The Comission’s Regulations provide that this permit shall be reported to the Convnission at its next meeting. If one—third or more of the appointed membership of the Con~iiisston so request, a permit will not be issued for this permit application. Instead, the application will be removed from the administrative calendar and set for public hearing at a subsequent Coninission meeting. Our office will notify you if such removal occurs.

ThIs permit will be reported to the Comission at the following time and place:

Thursday, August 14, 1986 9:00 a.m.

Eureka Inn, 7th & hIFU Streets, Eureka, CA.

IMPORTANT — Before you may proceed with development the following must occur:

For this permit to become effective you must sign Page 2 of the enclosed duplicate acknowledging the permit’s receipt and accepting its contents, including all conditions, and return it to our office. Following the Coninission’s meeting, and once we have received the signed acknowledgment and evidence of compliance with all special conditions, we will send you an authorization to proceed with development.
. PETER DOUGLAS
Executive Director
by: ____________________
Title: aff Analyst Exhibit E
183
Page ~_ of ~
Permit Application No.S~R~_.~Z~
STANDARD CONDITONS:

1. Notice of Receipt and Acknowledgment. The permit is not valid and development shall not con~nence until a copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of the prmit and acceptance of the terms and conditions, is returned to the Conrnission of fice.

2. £~piration. If development has not convnenced, the permit will expire two years from the date this permit is reported to the Con~nission.

Develepment shall be pursued in a diligent manner and completed in a reasonable period of time. Application for extension of the permit must be made prior to the expiration date.

3. Compliance. All development must occur in strict compliance with the proposal as set forth in the application for permit, subject to any special conditions set forth below. Any deviation from the approved plans must be reviewed and approved by the staff and may require Con~nission approval.

4. InterpretatIon. Any questions of intent or Interpretation of any condition will be resolved by the Executive Director or the Corrinission.

5. Inspections. The Con~nission staff shall be allowed to Inspect the site and the project during its development, subject to 24—hour advance notice.

6. Assignment. The permit may be assigned to any qualified person, provided assignee files with the Corrinisslon an affidavit accepting all terms and conditions of the permit.

7. Terms and Conditions Run with the Land. These terms and conditions shall be perpetual, and it is the intention of the Convnission and the permittee to bind all future owners and possessors of the subject property to the terms and conditions.

EXECUTIVE DIRECTOR’S DETERMINATION (continuedi:

Seepage3
IAL CONDITIONS:

See page 3
ACKNOWLEDGMENT OF PERMIT RECEIPT/ACCEPTANCE OF CONTENTS:

I/We acknowledge that I/we have received a copy of this permit and have accepted Its contents including all conditions.

Date 3f Signing
184
page 3
5—86—472
EXECUTIVE DIRECTORtS DETERMINATION (continued)
A. Project Description. The applicant proposes to construct a 2517 square foot single family residence and a 1076 square foot guest house on a 2.8 acre vacant lot. The site is very steep except for a relatively flat area near the adjacent private road that provides access to the property. No grading is proposed to accommodate the structures due to pre—existing building pads located on the flat area.

B. Guest Houses. The recently adopted suggested modifications to the Malibu Land Use Plan contains a policy describing residential uses in order to place an upper limit on the size of allowable second units located on the same parcel with a principal dwelling unit. Previous Commission permit decisions in Malibu have restricted construction of second units, whether for elderly use, guest houses, or other purposes, to no more than 750 gross square feet (5—84—452, Scarpellino). The Commission finds, therefore, that as conditioned to submit revised plans showing the guest house at no greater than 750 square feet, the project is consistent with the suggested modifications to the Malibu Land Use Plan and Section 30250 of the Coastal Act.

C. Trails. Policy 44 of the Malibu Land Use Plan suggested modifications requires the dedication of a trail right of way as a condition of approval for new development, where the property encompasses a mapped trail alignment. The Commission finds, therefore, that as conditioned to require the dedication of a trail easement over a portion of the property, the project is consistent with the Malibu suggested modifications and the public access policies of the Coastal Act.

D.Land Use Plan. The Commission finds that as conditioned, the project is otherwise consistent with the recently adopted suggested modifications to the Malibu Land Use Plan (December 30, 1985), and will not prejudice the ability of the local government in preparing a totally certifiable Local Coastal Program for the Malibu/Santa Monica Mountains.

F
.
185
p&ge 4
5—86—472
SPECIAL CONDITIONS.
l.Guest House. Prior to transmittal of permit, the applicant shall submit for review and approval by the Executive Director, revised plans that show the guest house to be no greater than 750 square feet.

2.Trail Dedication. Prior to transmittal of permit, the applicant shall submit evidence of recordation of an offer to dedicate to a public agency or private association acceptable to the Executive Director, a 10 foot wide minimum easement for public hiking and equestrian use over a portion of the applicant’s property subject to alignment by the Los Angeles County Department of Parks and Recreation. The offer to dedicate shall be made free of prior liens and encumbrances except for tax liens. The offer shall be irrevocable for a period of 21 years, running from the date of recordation, and shall run with the land in favor of the People of the State of California, binding successors and assigns of the applicant. The easement shall not be opened to the public until the accepting agency agrees to accept responsibility for maintenance and liability of the trail, except that the applicant shall not interfere with present public use of the trail. 1146A
.
186
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188
Construction Management Plan
3620 NORANDA LANE
November 20, 2020
Reference: Coastal Development Plan Review No. 17-104
Minor Modification No. 20-012
Variance Nos. 19-035 & 19-036
3620 Noranda Lane (APN 4473-026-002)
Submitted to:

Richard Mollica, Acting Planning Director
City of Malibu
23825 Stuart Ranch Road
Malibu, CA. 90265-4804
310-456-2489 X482
Prepared by:

Vitus Matare & Associates
P.O. Box 1204
Malibu, CA. 90265
(310) 317-0700
[email protected]
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 1/11
Exhibit F
189
TABLE OF CONTENTS:

1.0 PROJECT AND SITE DESCRIPTION

1.1 GENERAL CONSTRUCTION MANAGEMENT REQUIREMENTS

2.0 GENERAL WORK ACTIVITY OVERVIEW

2.1 PROJECT SCHEDULE AND PROJECT STAGING

3.0 HEALTH AND SAFETY

4.0 DUST CONTROL MEASURES

5.0 NOISE MITIGATION

6.0 STORMWATER POLLUTION PREVENTION (SWPPP) AND

EROSION CONTROL PLANS (ECP)
ATTACHMENTS:

SAMPLE DELIVERY NOTIFICATION

1. The owner/contractor shall monitor on- and offsite vehicular parking and ensure that at no time vehicles or delivery trucks are to be parked on any portion of Noranda Lane.

8. All construction-related equipment and materials shall be stored on-site behind a 3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 4/11
192
locked construction fence at the end of each working day.

Exported soils from the site shall be taken to an approved County Landfill or to a site with an active grading permit and the ability to accept the material in compliance with the City's Local Implementation Plan (LIP), Section 8.3. The owner/contractor shall refer to the approved construction documents for the specific fulfillment of this key requirement.
• Local installation of site walls and foundation per approved structural plans prepared by Tuchscher Engineering Group (TEG.)
• Installation of subsurface drains and collection drainage in designated surcharge areas per approved civil plans prepared by Tuchscher Engineering Group (TEG.) • Completion of rough grade, site walls, and foundations to the satisfaction of the City of Malibu Environmental & Building Safety Division.
• Construction of single family residence and associated site improvements per approved construction documents.
• Finish grading, installation of on-site waste treatment system, landscaping, paving and related site improvements.
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 6/11
194
• Final inspection of Noranda Lane and restoration to at minimum the documented roadway condition prior to onset of any construction activity at 3620 Noranda Lane.

At the conclusion of the project, copies of all daily activities will be presented in a final report to the property owner for distribution to relevant parties.

The owner/contractor shall ensure continuous emergency vehicle access across the full length of Noranda Lane and its terminus.

4.0 DUST CONTROL MEASURES
Dust control will be considered an important part of the overall project.

The main mechanism for the control of fugitive dust emissions from construction activities and wind erosion is watering, which leads to the formation of a surface crust to 3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 7/11
195
reduce the available reservoir of dust. The effectiveness of wet suppression is dependent on the type of activities occurring, the frequency of watering, and the meteorological conditions. At no time shall water runoff be allowed to enter the Noranda roadway.

5.0 NOISE MITIGATION
The following measures will be undertaken to minimize noise intrusion during site activities.
• Construction activities will be limited to the hours of 7 a.m. to 7 p.m. on weekdays, and 8 a.m. to 5 p.m. on Saturdays. No construction work is permitted Sundays or holidays.
• All equipment driven by internal combustion engines will be equipped with appropriate mufflers in good operating condition.
• When feasible, “quiet” models of stationary equipment such as air compressors, generators are to be employed.
• Stationary noise-generating equipment will be located as far as possible from neighboring property.
• No job site radio or walkie-talkie shall be set at a volume where it can be heard offsite. • No unnecessary idling of internal combustion engines will occur on-site or off. • The owner/contractor shall act as “noise disturbance coordinator," responsible for 3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 8/11
196
responding to any local complaints about construction noise. The disturbance coordinator will determine the cause of the noise complaints and as practicable, institute measures to correct the problem.

6.0 STORMWATER POLLUTION PREVENTION (SWPPP) AND

The undersigned property owner acknowledges and agrees to abide by all terms and conditions set forth in this construction management plan and shall remain the key contact until such a time that a owner/contractor is specified prior to permit issuance. -------------------------------------------
Roman & Talke Stauss
Portshead Ventura Harbor
918 Puerto Place
VENTURA, CA. 93001
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 9/11
197
SAMPLE NOTICE for mailing:
_________________________
date
Dear Owners and Occupants,
Due to construction work at 3620 Noranda Lane scheduled to take place between May 1st 2021 and September 30th 2022, traffic along the private road will be temporally increased. Advance public notice of construction delivery routing and schedule for this project is being provided by way of a sign posted at the subject property. The sign is located on the construction fence fronting 3620 Noranda Lane.

We apologize for any inconvenience the increased traffic may cause you and thank you for your cooperation. For further information regarding this project please contact:
______________________________________
_____________________________________
name title
_______________________________________
24 hour phone no.
3620 NORANDA LANE – CONSTRUCTION MANAGEMENT PLAN 10/11
198
SAMPLE NOTIFICATION for posting at site
_________________________
date
Dear Noranda Lane Neighbors,
Please be advised of the following deliveries and construction site activity schedule for the month of
___________________________________.

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

DATE MARK
OF 46 SHEET 45
CMP1
DB
3620 NORANDA LN
MALIBU, CA 90265

CONSTRUCTION MANAGEMENT

VITUS MATARÉ & ASSOCIATES, INC.

PLANNING DESIGN EXPEDITING CONSTRUCTION MANAGEMENT
P.O. BOX 1204, MALIBU, CA 90265 P 310.317.0700 F 310.317.0721 N

APPROXIMATE LOCATION

OF AVAILABLE

CONSTRUCTION PARKING

ALONG ENCINAL CANYON

FIRE APARATUS

TURNAROUND

FIRE LANE

NO PARKING
SIGN
CMP.2 - 4
TRUCKS

ENTERING AND

LEAVING

ROADWAY
SIGN CMP.2 - 3
TRUCKS

ENTERING AND

LEAVING

ROADWAY
SIGN CMP.2 - 3
NO

CONSTRUCTIO

N PARKING
SIGN CMP.2 - 2
W

SUBJECT PROPERTY
3620 NORANDA LANE
4473-026-003
4473-026-002
4473-026-009
4473-026-008
4473-026-006
4473-026-005
4473-006-901
DISTRICT 3

ENCINAL CANYON

NORANDA LANE

ENCINAL CANYON

DEVELOPMENT FOOT PRINT
1 SCALE: 1" =200'

CONSTRUCTION MANAGEMENT PLAN
200
GsPUBlISHErVErSIOn 976.0.45.95
11/ 23/ 2020

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

DATE MARK
OF 46 SHEET 46
CMP2
DB
3620 NORANDA LN
MALIBU, CA 90265

CONSTRUCTION MANAGEMENT

VITUS MATARÉ & ASSOCIATES, INC.

PLANNING DESIGN EXPEDITING CONSTRUCTION MANAGEMENT
P.O. BOX 1204, MALIBU, CA 90265 P 310.317.0700 F 310.317.0721

PARKING
FIRE
LANE
NO
2 NOT TO SCALE

CONSTRUCTION SIGN DETAIL
3 NOT TO SCALE

CONSTRUCTION SIGN DETAIL
4 NOT TO SCALE

CONSTRUCTION SIGN DETAIL
201

NOTICE OF PUBLIC HEARING

CITY OF MALIBU

CITY COUNCIL
The Malibu City Council will hold a public hearing on MONDAY, August 14, 2023, at 6:30 p.m. on the item listed below in the Council Chambers at Malibu City Hall, located at 23825 Stuart Ranch Road, Malibu, CA, and via teleconference.

Public comment can be submitted ahead of the public hearing to [email protected] for inclusion in the public record. To view and participate during the public hearing, please review the meeting agenda posted at MalibuCity.org/AgendaCenter and follow the directions for public participation.

APPEAL NO. 23-001 – An appeal of Planning Commission Resolution No. 23-02, determining the project is categorically exempt from the California Environmental Quality Act, and approving Coastal Development Permit No. 17-104 for the construction of a new single-family residence, a basement including a subterranean garage, a new onsite wastewater treatment system, exterior site improvements including a new swimming pool, spa, deck, landscape, hardscape and grading; including Variance No. 19-035 to allow for development within the required Environmentally Sensitive Habitat Area buffer, Site Plan Review No. 23-003 for development on slopes steeper than 3 to 1, but flatter than 2.5 to 1, Minor Modification No. 20-012 for the reduction of the required front yard setback by up to 50 percent and Offer-to-Dedicate No. 23-001 for a trail easement Location: 3620 Noranda Lane
APN: 4473-026-002
Zoning: Rural Residential, Five-Acres
Applicant: Vitus Matare & Associates
Appellants: Neil Popowitz, RELAW APC
Owners: 3620 Noranda LLC
Environmental Review: Categorical Exemption CEQA Guidelines Sections 15303(a), 15303(e) and 15304(b)
Application Filed: November 8, 2017
Appeals Filed: November 13, 2023
Case Planner Raneika Brooks, Senior Planner
310-456-2489, ext. 276
[email protected]
Pursuant to the authority and criteria contained in the California Environmental Quality Act (CEQA), the Planning Commission previously analyzed the proposed project and found that it is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment. Therefore, the project is categorically exempt from the provisions of CEQA pursuant to CEQA Guidelines Sections 15303(a) and (e) – New Construction or Conversion of Small Structures and 15304(b) – Minor Alterations to Land. The Planning Commission further determined that none of the six exceptions to the use of a categorical exemption apply to this project (CEQA Guidelines Section 15300.2).

A written staff report will be available at or before the hearing for the projects. All persons wishing to address the Council regarding these matters will be afforded an opportunity in accordance with the Council’s procedures.

Copies of all related documents can be reviewed by any interested person at City Hall during regular business hours. Oral and written comments may be presented to the City Council on, or 202
Exhibit G
before, the date of the meeting.

If there are any questions regarding this notice, please contact Senior Planner Brooks at (310) 456- 2489, ext. 276.

Richard Mollica, Planning Director
Publish Date: July 20, 2023
203

Page 1 of 3 ends

Agenda Item # 6.A.

Council Agenda Report
To: Mayor Silverstein and the Honorable Members of the City Council Prepared by: Yolanda Bundy, Environmental Sustainability Director Approved by: Steve McClary, City Manager
Date prepared: July 26, 2023 Meeting date: August 14, 2023 Subject: Woolsey Fire Fee Waiver Program Update
RECOMMENDED ACTION: Receive and file an update on the Woolsey Fire Fee Waiver Program.

FISCAL IMPACT: There is no fiscal impact associated with the recommended action.

WORK PLAN: This item was included as item 2a in the Adopted Work Plan for FY 2022-

23. Staff continue to work on ongoing projects and normal business while the FY 2023- 24 Work Plan is finalized.

DISCUSSION: The 2018 Woolsey Fire destroyed at least 465 single-family homes in Malibu. In response to the disaster and as an unprecedented act, the City Council directed staff to develop a budget for Fiscal Year 2019-20 to allow the waiving of certain Woolsey Fire rebuild fees and to refund any permit fees paid in Fiscal Year 2018-19.

The City Council approved several measures to assist property owners with rebuilding. •
•
•
•
•
Resolution No.19-30 waiving permit fees in Fiscal Year 2019-20 for like-for-like and like-for-like plus 10% Woolsey Fire primary residence rebuilding.

Resolution No. 20-10 to clarify and extend the fee waiver program through December 30, 2020.

Resolution No. 20-32 to supersede and replace Resolution 20-10 to extend the fee waiver deadlines through June 30, 2021.

Resolution No. 21-10 to supersede and replace Resolution No. 20-32 to extend the fee waiver deadlines through June 30, 2022.

Resolution No. 21-62 to supersede and replace Resolution No. 21-10 extending the fee waiver program through December 30, 2023. Fee waiver applications City Council Meeting
08-14-23
Item

6.A.

Page 2 of 3 ends

Agenda Item # 6.A.
were required to be received by June 30, 2023. All required Planning applications were required to be deemed complete by June 30, 2023 and all required building permits are required to be pulled by December 30, 2023.

Note: Per Malibu Municipal Code Section 17.60.020(C), Planning Verification approvals to rebuild nonconforming homes and structures without having to bring the structure into compliance or seek variances expire five years from the date of the Woolsey Fire; therefore, the deadline to obtain building permits for those categorized projects is November 8, 2023. Homeowners are encouraged to obtain building permits or request an extension. Extensions may be granted by the Planning Commission when the request demonstrates that due to unusual circumstances, the deadline creates an undue hardship.

Staff coordinated in-person meetings and produced education and outreach materials to keep residents apprised of updates to the fee waiver program and all deadline extensions. Most recently in 2023, the City launched a robust outreach campaign containing a press release, newsflash, print and electronic advertising, an item in the City Manager’s Update, and social media posts across all platforms including NextDoor, Facebook, Instagram, and Twitter. Prior to the June 30th deadline requiring rebuild projects to be deemed complete by Planning, every effort was made to broadcast this time-sensitive information. Staff will continue these public outreach efforts until the Council directs otherwise.

Rebuild projects have continued to take priority despite the COVID-19 pandemic due to the dedication of staff and the City’s adaptation to online data management systems and electronic submittals. Approximately 104 of the damaged or destroyed properties are in various stages of the development process and 129 are now under construction. Some property owners may not have submitted their project considering the delays related to insurance claims or lawsuit settlement procedures. The graph (Exhibit A) shows the status of the rebuild projects.
• 365 projects have been submitted
o 53 projects in Planning review
o 51 projects in Building Safety review
o 129 single-family homes under construction
o 132 single-family homes completed
• 100 projects have not yet been submitted
To date, the City has waived approximately $5.17 million in project fees associated with the Woolsey Fire. This does not include an additional $800,000 for mechanical, electrical, and plumbing permits for the homes under construction. And of the 100 unsubmitted projects, 69 original property owners have not started rebuilding. The unsubmitted project fee waivers are estimated to be an additional $2.8 million for an estimated total of $8.77 million. The Adopted Budget for Fiscal Year 2023-24 includes

Page 3 of 3 ends

Agenda Item # 6.A.
sufficient funding for all Woolsey services required to prioritize the remaining rebuild projects and is not reliant on revenue from permit fees.

City staff monitors any changes in ownership prior to issuing certificates of occupancy.

The City recovers fees previously waived for properties that have changed ownership since the time of the fire and are no longer eligible for the fee waiver program.

ATTACHMENTS: Woolsey Rebuild Project Graph
132
28%
129
28%
100
22%
53 11%
51 11%
Woolsey Fire Rebuild Projects 2019-2023
Complete Under Construction Not Submitted In Planning Dept In Building Plan Check Attachment 1
All WF Projects
Including
Inactive
Construction In Planning
Review
In Building Plan
Check Not Submitted Summary of
Active Projects
Projects 465 129 53 51 100 233
Eligible 303 98 22 27 69 130
Not Eligible 162 48 31 24 31 103
0 50
100
150
200
250
300
350
400
450
500
Woolsey Fire Rebuild Projects 2019-2023
Projects Eligible Not Eligible

Page 1 of 2 ends

Agenda Item # 6.B.

Council Agenda Report
To: Mayor Silverstein and the Honorable Members of the City Council Prepared by: Kristin Riesgo, Community Services Director Approved by: Steve McClary, City Manager
Date prepared: July 26, 2023 Meeting date: August 14, 2023 Subject: Boys & Girls Club of Malibu Event Fee Waiver
RECOMMENDED ACTION: Consider whether to approve the request from the Malibu Foundation for Youth and Families, DBA Boys & Girls Club of Malibu to waive facility use fees and staffing costs for the Chili Cook-Off event at the Ioki Property.

FISCAL IMPACT: Waiving the facility use and staffing fees will result in a loss of revenue of $26,298, for FY 2023-24 in Account Numbers 100-0000-3461-00 (Municipal Facility Use Fees) and 103-0000-3505-00 (City Hall Use Fees). The Malibu Municipal Code allows for up to six Temporary Use Permits (TUP) per parcel per calendar year. TUP events generate revenue for the City, and waiving these associated fees limits potential revenue.

WORK PLAN: This item was not included in the Adopted Work Plan for FY 2022-2023.

This project is part of normal staff operations. Staff continue to work on ongoing projects and normal business while the FY 2023-24 Work Plan is finalized.

DISCUSSION: In 2018, the Malibu Foundation for Youth & Families, DBA Boys and Girls Club of Malibu (BGCM) began coordinating the annual Chili Cook-Off at the Ioki Property.

The event is a fundraiser to support safe spaces at all four Malibu public schools in the after school hours for youth attending Transitional Kindergarten to grade 12; as well as the delivery of social emotional learning education, mental health and counseling services and social services for Malibu youth, families and the aging community.

On April 13, 2023, BGCM submitted a Temporary Use Permit (TUP) application for the 2023 Chili Cook-Off. The event will take place at the Ioki Property over Labor Day weekend, with additional dates for setup and breakdown.  Setup: Friday, August 25 – Wednesday, August 30, 2023 City Council Meeting
08-14-23
Item

6.B.

Page 2 of 2 ends

Agenda Item # 6.B.
 Event: Thursday, August 31 – Monday, September 4, 2023  Breakdown: Tuesday, September 5 – Thursday, September 7, 2023 The event would represent the first TUP issued for the property this year. Additionally, BGCM has requested the City waive 100% of the facility use and staffing fees associated with the event.

Facility Use Fees $20,570
Staffing Fees $728
Lot Clearance (weed removal) $5,000
Total $26,298
The Council approved similar fee waiver requests for the event since 2019, including:
2019 $18,122
2020 Canceled due to COVID
2021 $20,848
2022 $20,782
2023 $26,298
All other fees associated with the event, including permit fees and a facility deposit, will be paid by BGCM and are not a part of the request.

ATTACHMENTS: Malibu Foundation for Youth & Families 2022 Balance Sheet and Profit Loss Financial Documentation
Malibu Foundation for Youth & Families January - December 2022 Jan - Dec
2022 Budget
%
Change
Income
4000 Contributed Income
4010 Business Gifts 2,561.27 € 20,000 € -85%
4020 Community Gifts 108,673.94 € 26,667 € 245%
4030 Major Gifts 67,396.29 € 200,000 €
4050 Grants 390,583.33 € 266,667 € 15%
4055 Mental Health Grant 128,529.00 € 186,667 € -82%
4058 Welness Center 94,302.74 € 36,667 €
4060 Board Leadership 6,092.60 € 6,667 €
4085 Malibu Marathon 51,749.61 € 30,000 € 54%
4095 CCO - Chili Cook Off 1,267,177.91 € 600,000 € 42%
4096 Food Pantry Income -100%
Total 4080 Events $ 1,318,928 € $ 630,000 € 43%
Total 4000 Contributed Income $ 3,275,571 € $ 1,966,667 € 7% 5200 Program Revenue 350.00 €
5180 Program Service Fee/Skate 9,031.20 € 20,000 € -71% 5190 Scholarships 1,000.00 € 1,000 € -33%
5210 Membership Dues - Teen Center 28,874.64 € 6,000 € 194% 5211 Membership Dues- Malibu Elem 78,173.13 € 23,333 € 41% 5213 Membership Dues - Webster 65,710.32 € 30,000 € 10% 5215 Summer Membership Dues 46,752.21 € 33,333 € -12%
Total 5200 Program Revenue $229,541.50 $ 113,667 € 9%
Total 5300 Interest Income $ 118 € $ 0 € 379%
Total Income $ 3,505,230 € $ 2,080,333 € 7%
Malibu Foundation for Youth & Families January - December 2022 Jan - Dec
2022 Budget
%
Change
Expenses
7000 Grant & Contract Expense
7020 Special Programs Contracts 65,390.00 € 26,667 € 21% Total 7000 Grant & Contract Expense $ 65,390 € $ 26,667 € 21% 7200 Salaries & Related Expenses
7220 Salaries & Wages 1,280,182.80 € 942,463 € 6%
7230 Pension Expense 22,424.70 € 28,312 € 5%
7241 Health & Dental Insurance 115,409.74 € 70,611 € 21% 7250 Payroll Taxes 126,580.02 € 82,675 € -1%
Total 7200 Salaries & Related Expenses $ 1,544,597 € $ 1,124,061 € 7% 7500 Contract Services
7510 Bookkeeper 29,396.36 € 3,333 € 1118%
7520 Audit Fees 13,015.00 € 14,667 € 30%
7540 Professional & Technology 25,745.62 € 8,000 € 54%
7541 Web Hosting & Maintenance 2,378.79 € 1,333 € -1%
Total 7500 Contract Services $ 70,536 € $ 27,333 € 124% 8100 Non-Personnel Expenses
8110 Supplies 8,931.54 € 3,333 € 22%
8130 Telephone & Telecommunications 21,513.87 € 13,333 € 19% 8140 Postage, Shipping, Delivery 2,149.43 € 1,333 € 37% 8151 Van Expenses 2,683.36 € 38,667 € -34%
8160 Program Supplies&Meals-TeenCtr 22,523.01 € 18,667 € -4% 8161 Program Supplies-Malibu Elem 3,753.10 € 6,667 € -71% 8163 Program Supplies&Meals-Webster 9,578.59 € 6,667 € 19% 8164 Wellness Ctr (Wellness) Exp 7,040.60 € 2,667 € 59% 8165 Mental Health Expenses 1,179.04 € 16,667 € -95%
8166 Summer Program Expenses 6,493.75 € 55%
Malibu Foundation for Youth & Families January - December 2022 Jan - Dec
2022 Budget
%
Change
8169 Food Pantry expenses 4,630.73 € -88%
Total 8100 Non-Personnel Expenses $ 90,477 € $ 108,667 € -45% 8200 Facility & Equipment Expenses
8220 Utilities & Janitorial 2,059.06 € 3,333 € 148%
8230 Equipment & Furniture 1,333 € -100%
8240 Building Maintenance 4,869.95 € 6,000 € -29%
Total 8200 Facility & Equipment Expenses $ 6,929 € $ 10,667 € -49% 8300 Travel & Meeting Expenses
8310 Travel 8,407.17 € 5,333 € 88%
8320 Conferences & Meetings 1,999.74 € 2,667 € 225%
8330 Meals 11,399.50 € 1,333 € 67%
Total 8300 Travel & Meeting Expenses $ 21,806 € $ 9,333 € 83% 8500 Other Expenses 564.01 €
8520 Insurance - Other 64,321.22 € 30,000 € 156%
8525 Dues & subscriptions 1,500.00 € 131%
8530 Membership Dues - BGCA 8,908.00 € 6,667 € 21%
8532 Licenses and Permits 712.00 € 4,000 € -89%
8540 Staff Development 14,295.93 € 6,667 € -29%
8560 Scholarships Awarded 9,796.50 € 3,333 € 238%
8591 Bank Charges & C.C. Fees 27,182.51 € 4,667 € 185%
Total 8500 Other Expenses $ 127,280 € $ 56,333 € 76%
8600 Marketing & Advertising 71,727.03 € 10,000 € 334%
Malibu Foundation for Youth & Families January - December 2022 Jan - Dec
2022 Budget
%
Change
8700 Fundraising Expense 3,465.25 €
8711 Community (Dreamweavers) 40.00 €
8712 Major Gifts 169.73 € 1,000 €
8713 Stewardship 497.24 € 667 € -84%
8715 Leadership Gifts 1,053.56 €
8719 CCO - Chili Cook Off 709,310.71 € 333,333 € 33%
8720 Malibu Marathon 6,682.00 € 1,333 € 325%
8721 CCO - Charity Partners 48.00 €
Total 8700 Fundraising Expense $ 721,266 € $ 336,333 € 34% Total Expenses $ 2,720,009 € $ 1,709,394 € 16%
Net Operating Income $ 785,221 € $ 370,939 € -14%
Other Income
PPL Fed Loan -100%
Cash Back Credits 499.63 €
Total Other Income $ 500 € -100%
Net Income $ 785,721 € $ 370,939 € -27%
DOES NOT include SEF and MPS
Attachment 1

Page 1 of 2 ends

Agenda Item # 6.C.

Council Agenda Report
To: Mayor Silverstein and the Honorable Members of the City Council Prepared by: Kristin Riesgo, Community Services Director Approved by: Steve McClary, City Manager
Date prepared: July 26, 2023 Meeting date: August 14, 2023 Subject: Malibu Farmers Market Fee Waiver
RECOMMENDED ACTION: Consider whether to approve the request from the Cornucopia Foundation to waive the facility use and permit fees for the Malibu Farmers Market at Legacy Park.

FISCAL IMPACT: Waiving the facility use and permit fees will result in a loss of revenue of $11,782 for FY 2023-24 in Account Numbers 100-0000-3461-00 (Municipal Facility Use Fees) and 100-0000-3421-00 (Planning Review Fees). Events generate revenue for the City, and waiving these associated fees limit potential revenue.

WORK PLAN: This item was not included in the Adopted Work Plan for FY 2022-2023.

This project is part of normal staff operations. Staff continue to work on ongoing projects and normal business while the FY 2023-24 Work Plan is finalized.

DISCUSSION: The Cornucopia Foundation (Foundation) has served the Malibu community for over 20 years by coordinating the Malibu Farmers Market and providing residents with fresh and healthy food options. The Malibu Farmers Market takes place in the Civic Center area, with over 25 vendors every Sunday.

The Foundation moved the weekly Sunday event to Legacy Park following City Council approval on November 28, 2022. On January 23, 2023, Council approved the Foundation’s fee waiver and permitting request for $22,931, including the facility use of Legacy Park from January 8, 2023, through July 2, 2023.

Over the past several months, staff has worked with Santa Monica College (SMC) and Los Angeles County Real Estate Division to coordinate the return of the Farmers Market to the County property. Due to delays regarding the County permitting process, including City Council Meeting
08-14-23
Item

6.C.

Page 2 of 2 ends

Agenda Item # 6.C.
validation of the Foundation’s financial and non-profit status, the County has not approved the facility use request to return to the site near the Malibu Library and SMC. Therefore, the Foundation requests to remain at Legacy Park for 90 days, from July 9, 2023, through October 8, 2023 (excluding September 3, 2023).

The Foundation is requesting a 100% fee waiver. The fees associated with the 90-day period include the following:

Type Rate
Facility Use $11,440
TUP Application $342
Total $11,782
The Foundation paid the application fee for the Temporary Use Permit and facility use fees in July 2023. If Council approves the fee waiver, the City will reimburse the Foundation.

ATTACHMENTS: Cornucopia Foundation 2022 Balance Sheet and Profit Loss Financial Documentation
The Cornucopia Foundation
Balance Sheet
As of December 31, 2022
Cash Basis Thursday, March 16, 2023 10:09 AM GMT-07:00 1/2 TOTAL
ASSETS
Current Assets
Bank Accounts
10201 Wells Fargo Savings - 1715 -200.29
10300 Wells Fargo checking - 1231 84,930.05
Total Bank Accounts $84,729.76
Accounts Receivable
12000 Accounts Receivable 0.00
Total Accounts Receivable $0.00
Other Current Assets
13000 Undeposited Funds 0.00
Payroll Refunds -654.00
Uncategorized Asset 0.00
Total Other Current Assets $ -654.00
Total Current Assets $84,075.76
Fixed Assets
15000 Furniture & Equipment 16,695.43
15500 Vehicles 20,600.00
15900 Accumulated Depreciation -36,296.00
Total Fixed Assets $999.43
Other Assets
19000 Assets - Cornucopia 0.00
19500 Assets - In-Kind Contributions 0.00
Total Other Assets $0.00
TOTAL ASSETS $85,075.19

LIABILITIES AND EQUITY
Liabilities
Current Liabilities
Accounts Payable
20000 Accounts Payable 0.00
Total Accounts Payable $0.00
Credit Cards
20100 B of A MAP VISA 0.00
20110 WELLS FARGO PLATINUM Credit Card 2,464.65
Attachment 1
The Cornucopia Foundation
Balance Sheet
As of December 31, 2022
Cash Basis Thursday, March 16, 2023 10:09 AM GMT-07:00 2/2 TOTAL
Total Credit Cards $2,464.65
Other Current Liabilities
21000 Payroll Liabilities -654.00
CA PIT / SDI 76.78
CA SUI / ETT 46.28
Employee Advances 0.00
Federal Taxes (941/944) -13.98
Total 21000 Payroll Liabilities -544.92
Accrued Payroll 0.00
Accrued Payroll Taxes 0.30
Total Other Current Liabilities $ -544.62
Total Current Liabilities $1,920.03
Long-Term Liabilities
24510 Loan - Bianco -1,405.34
24520 Loan - Melle 1,704.00
Total Long-Term Liabilities $298.66
Total Liabilities $2,218.69
Equity
30000 Opening Balance Equity {104} 0.00
32000 Unrestricted Net Assets 79,242.46
Net Income 3,614.04
Total Equity $82,856.50
TOTAL LIABILITIES AND EQUITY $85,075.19
The Cornucopia Foundation
Profit and Loss
January - December 2022
Cash Basis Thursday, March 16, 2023 10:12 AM GMT-07:00 1/2 TOTAL
Income
43000 Farmers Market Income 0.00
43100 Minimum Space Fee 92,710.41
43200 Sales / Rental of Product Income 395.00
43900 10% Load on Space Fee 42,830.30
43950 Event Loadsheet income 38.71
43960 Event Rent 40.71
Total 43000 Farmers Market Income 136,015.13
49500 Reimbursements and Refunds 1,091.63
Total Income $137,106.76
GROSS PROFIT $137,106.76
Expenses
50000 Farmers Market Operating Expenses 462.60
50025 Advertising 3,129.99
50150 Sanitation & Waste Removal 2,352.86
50200 Food & Beverage 152.22
50555 Farmer's Market Permits and Fees 4,479.38
50560 Farmers Market Assistant 1,786.10
50800 Supplies & Props 2,669.18
50805 Plates/ Table Clothes 442.91
Total 50800 Supplies & Props 3,112.09
51000 Refunds Paid 1,467.66
Total 50000 Farmers Market Operating Expenses 16,942.90 60000 Administrative Expenses 0.00
60020 Accounting 5,500.00
60030 Auto Expenses 168.34
60031 Auto Insurance 2,791.03
60032 Auto Gas 3,718.42
60033 Auto Maintenance 1,055.12
Total 60030 Auto Expenses 7,732.91
60070 Bank Charges -214.92
60080 Subscriptions/ Memberships 229.23
60090 Computer supplies,software 1,980.42
60350 Donations MADE 650.00
60352 Specific Assist to Individuals -3,720.25
60353 Community 300.00
60355 In-Kind Contribution Expense -1,000.00
Total 60350 Donations MADE -3,770.25
The Cornucopia Foundation
Profit and Loss
January - December 2022
Cash Basis Thursday, March 16, 2023 10:12 AM GMT-07:00 2/2 TOTAL
60430 Insurance 0.00
60431 Insurance - Liability 1,730.65
60433 Employee Insurance 3,666.18
Total 60430 Insurance 5,396.83
60520 Business Permits / Fees 20.00
60620 Entertainment Expense 24.99
60640 Office Expenses & Supplies 586.96
60685 Postage, Mailing Service 897.17
60690 Printing & Copying 10.00
60710 Officer Salaries 42,000.00
60750 Office Salaries 0.00
60751 Bookkeeper 39,797.70
60752 Admin Assistant 3,132.42
Total 60750 Office Salaries 42,930.12
60900 Taxes 0.00
60915 Employer Payroll Tax Expense 6,912.16
Total 60900 Taxes 6,912.16
60930 Telephone (cell) 1,077.43
60970 Website 530.94
Total 60000 Administrative Expenses 111,843.99
Advertising/Promotional 150.00
Market Operating Expenses 0.00
Subcontractor 2,350.00
Total Market Operating Expenses 2,350.00
Miscellaneous 366.83
Payroll Expenses 0.00
Office Salaries 1,085.00
Total Payroll Expenses 1,085.00
Suspense 754.00
Total Expenses $133,492.72
NET OPERATING INCOME $3,614.04
NET INCOME $3,614.04

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Malibu City CouncilAugust 14, 2023

Malibu City Council
August 14, 2023