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c
t
i
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n
f
o
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a
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.
SPECIAL I
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P
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N
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FOUNDATION INSPE
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I
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:
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p
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d
Surveyor shall be sub
m
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p
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.
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shall certify compliance
w
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d
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pad elevation and on-si
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approved plans. Horiz
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r
registered Civil Engine
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r
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f
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w
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g
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m
s
:
a. Building pad elevati
o
n
b. Finish floor elevatio
n
c. Foundation corner l
o
c
a
t
i
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n
s
d. Retaining wallsPRIOR TO FINAL INS
P
E
C
T
I
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N
:
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Architect certifying the l
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California Public Resou
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4
2
9
1
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5
1
1
8
2
.
PROVIDE DEFENSIBL
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S
P
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B
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Architect or Landscape
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Government Code Sec
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i
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1
1
8
2
.
BUILDING
M
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R
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ROOFING: Standing s
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GUTTERS AND DOW
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ABBREVIATIONS
A.D.
AC. or A.C.
B.S.L.
B.W.
C.B.
C.O.
CL
Conc.
Div. V.
D/W
E.P.
Ex. or Exist.
F.F.
F.H.
F.L.
Fnd.
IP.
L.F.
L.L.
Max.
Min.
Mon.
N.T.S.
NAT.
Pay.
PL or Prop.
P.W.L.E.
R/W
Ret.
S.T.
T.L.
T.W.
Typ.
W
W.M.
VICINITY MAP
N.T.S.
= Area Drain
= Asphalt Concrete
= Building Setback Line
= Bottom of Wall
= Catch Basin
= Clean Out
= Centerline
= Concrete
= Diversion Valve
= Driveway
= Edge of Pavement
= Existing
= Finish Floor
= Fire Hydrant
= Flow Line
= Found
= Iron Pipe
= Linear Feet
= Leach Line
= Maximum
= Minimum
= Monument
= Not To Scale
= Natural
= Pavement
= Property Line
= Private Water Line Easement
= Right -of -Way
= Retaining
= Septic Tank
= Tight Line
= Top of Wall
= Typical
= Water
= Water Meter
TOWN OF LOS GATOS STANDARD GRADING NOTES
PARKING NOTES:
IN GARAGE 3
ON DRIVEWAY 2
in front of garage
OFF STREET 1
BUILDING SETBACKS
FRONT 30'
SIDE 20'
REAR 25'
BENCHMARK
TOWN OF LOS GATOS LG38
BRASS DISK IN MON. WELL
(CENTRAL AVE & OAK HILL WAY)
ELEVATION: 556.86
1. All work shall conform to Chapter 12 of the Town of Los Gatos Grading
Ordinance, the adopted California Building Code and the latest edition of
the Standard Specifications for Public Works Construction except as
specified otherwise on these plans and details.
2. No work may be started on -site without an approved Grading Plan and a
Grading Permit issued by the Town of Los Gatos, Public Works
Department located at 41 Miles Avenue, Los Gatos, CA 95030
3. A Pre -Job meeting shall be held with the Town Engineering Inspector from
the Department of Parks and Public Works prior to any work being done.
The Contractor shall call the Inspections Line at 408.399.5771 at least 48
hours prior to any grading or onsite work. This meeting should include:
a. A discussion of the project conditions of approval, working hours,
site maintenance and other construction matters;
b. Acknowledgement in writing that Contractor and Applicant have
read and understand the project conditions of approval, and will
make certain that all project sub -contractors have read and
understand them prior to commencing work and that a copy of the
project conditions of approval will be posted on site at all times
during construction.
4. Approval of plans does not release the developer of the responsibility for
the correction of mistakes, errors, or omissions contained therein. If,
during the course of construction of the improvements, public interest and
safety requires a modification or departure from the Town Specifications
or these improvement plans, the Town Engineer shall have full authority to
require such modification or departure and to specify the manner in which
the same is to be made.
5. Approval of this plan applies only to the grading, excavation, placement,
and compaction of natural earth materials. This approval does not confer
any rights of entry to either public property or the private property of others
and does not constitute approval of any other improvements.
6. Excavated material shall be placed in the fill areas designated or shall be
hauled away from the site to be disposed of at approved Iocation(s).
7. It shall be the responsibility of the Permittee or Contractor to identify,
locate and protect all underground facilities. Permittee or Contractor shall
notify USA (Underground Service Alert) at 1-800-227-2600 a minimum of
48 hours but not more than 14 days prior to commencing all work.
4Z)
co
Gallege Financial
Consultants
0
'0
GRADING NOTE:
ALL GRADING SHALL BE IN ACCORDANCE
WITH "GEOTECHNICAL REPORT"
PREPARED FOR THIS SITE BY:
C2EARTH, INC. DATED NOVEMBER 22, 2013.
PLANS FOR THE GRADING PERMIT
NEW SINGLE FAMILY RESIDENCE
LA\DS OF PEASO\
19 HICHLA\D AVE\UE, LOS GATOS, CALIFO
SHEET NO.
G1
G2
G3
G4
G5
G6
G7
G8
A.P.\. 529-37-033
\IA
SHEET INDEX
DESCRIPTION
TITLE SHEET
SITE PLAN
UTILITY PLAN
GRADING & DRAINAGE PLAN
TREE INVENTORY PLAN
SECTIONS AND DETAILS
EROSION CONTROL PLAN
CONDITIONS OF APPROVAL (PENDING)
4,
a
LANDS OF PEARSON
1.04 Ac. \ET
8. All grading shall be performed in such a manner as to comply with the
standards established by the Air Quality Management District for airborne
particulates.
9. The Contractor shall comply with all local, state and federal laws, codes,
rules and regulations governing the work identified on these plans. These
shall include, without limitation, safety and health rules and regulations
established by or pursuant to the Occupational Safety and Health Act or
any other applicable public authority.
10. The General Contractor shall provide qualified supervision on the job site
at all times during construction.
11. Horizontal and vertical controls shall be set and certified by a licensed
surveyor or registered civil engineer qualified to practice land surveying,
for the following items:
a. Retaining wall --top of wall elevations and locations (all walls to be
permitted separately and applied for at the Town of Los Gatos
Building Department).
b. Toe and top of cut and fill slopes
12. Prior to issuance of any permit, the applicant's soils engineer shall review
the final grading and drainage plans to ensure that designs for
foundations, retaining walls, site grading, and site drainage are in
accordance with their recommendations and the peer review comments.
The applicant's soils engineer's approval shall then be conveyed to the
Town either by letter or by signing the plans.
Soils Engineer
C2EARTH, INC.
Reference Report No. 13050C-01 R1 , dated NOV. 22 , 2013
Letter No. , dated , 20 , shall be thoroughly
complied with. Both the mentioned report and all
updates/addendums/letters are hereby appended and made a part of this
grading plan.
13. During construction, all excavations and grading shall be inspected by the
applicant's soils engineer. The engineer shall be notified at least 48 hours
before beginning any grading. The engineer shall be onsite to verify that
the actual conditions are as anticipated in the design -level geotechnical
report and/or provide appropriate changes to the report recommendations,
as necessary. All unobserved and/or unapproved grading shall be
removed and replaced under soils engineer observance (the Town
Inspector shall be made aware of any required changes prior to work
being performed).
PRIVATE DRIVEWAY
1�!
\ r
•
•
- -7,,,, NEW R ESQ, D E N C E
N 75'14'43" W 309.40'
SITE MAP
SCALE: 1"=40'
N 67°20'0
CONSTRUCTION BENCHMARK
EXISTING MAG NAIL IN HIGHLAND AVENUE.
ELEVATION: 440.46
TOWN OF LOS GATOS DATUM
14. The results of the construction observation and testing should be
documented in an "as -built" letter/report prepared by the applicants' soils
engineer and submitted for the Town's review and acceptance before final
release of any occupancy permit is granted.
15. All private and public streets accessing Project Site shall be kept open and
in a safe, drive -able condition throughout construction. If temporary
closure is needed, then formal written notice to the adjacent neighbors
and the Town of Los Gatos Public Works Department shall be provided at
least one week in advance of closure and no closure shall be granted
without the express written approval of the Town. No material or
equipment shall be stored in the public or private right-of-way.
16. The contractor shall install and maintain fences, barriers, lights and signs
that are necessary to give adequate warning and/protection to the public
at all times.
1 7. Owner/Applicant: ED PEARSON Phone:
(408) 205-7305
18. General Contractor (If available): PEARSON CONSTRUCTION Phone:
(408) 205-7305
19. Grading Contractor (If available): Phone:
20.
a. Cut: 439 CY Export: 0
b. Fill: 429 CY Import: 0
21. Water shall be available on the site at all times during grading operations
to properly maintain dust control.
22. This plan does not approve the removal of trees. Appropriate tree removal
permits and methods of tree preservation shall be required. Tree
Removal Permits are required prior to the approval of all plans.
23. A Town Encroachment Permit is required for any work within the public
right-of-way. A State Encroachment Permit is required for any work within
State right-of-way (if applicable). The Permittee and/or Contractor shall be
responsible coordinating inspection performed by other governmental
agencies.
24. No cross lot drainage will be permitted without satisfactory storm water
acceptance deed/facilities. All drainage shall be directed to the street or
25-
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other acceptable drainage facility via a non -erosive method as approved
by the Town Engineer.
25. It is the responsibility of contractor and/or owner to make sure that all dirt
tracked into the public right-of-way is cleaned up on a daily basis. Mud,
silt, concrete and other construction debris SHALL NOT be washed into
the Town's storm drains.
26. Good housekeeping practices shall be observed at all times during the
course of construction. Superintendence of construction shall be diligently
performed by a person or persons authorized to do so at all times during
working hours. The storing of goods and/or materials on the sidewalk
and/or the street will not be allowed unless a special permit is issued by
the Engineering Division. The adjacent public right-of-way shall be kept
clear of all job related dirt and debris at the end of the day. Failure to
maintain the public right-of-way according to this condition may result in
the Town performing the required maintenance at the developer's
expense.
27. Grading shall be undertaken in accordance with conditions and
requirements of the project Storm Water Pollution Control Plan and/or
Storm Water Pollution Prevention Plan, the Town of Los Gatos Storm
Water Quality Management Program, National Pollutant Discharge
Elimination System (NPDES) and any other permits/requirements issued
by the State of California Regional Water Quality Control Board. Plans
(including all updates) shall be onsite at all times. No direct storm water
discharges from development will be allowed onto Town streets or onto
the public storm drain system without treatment by an approved storm
water pollution prevention device or other approved methods.
Maintenance of private storm water pollution prevention devices shall be
the sole responsibility of the owner. Discharges or connection without
treatment by an approved and adequately operating storm water pollution
prevention device or other approved method shall be considered a
violation of the above referenced permit and the Town of Los Gatos
Stormwater Ordinance.
LEGEND
41 0
9
0
77
W
G
T/E
PROPERTY LINE
ADJACENT PROPERTY LINE
CENTERLINE
RIGHT-OF-WAY LINE
BUILDING SETBACK LINE
EASEMENT LINE
BUILDING LINE
TOP OF EX. CREEK BANK
DAYLIGHT CUT LINE
MAJOR CONTOUR
MINOR CONTOUR
NEW CONTOUR
RETAINING WALL (EXTERIOR)
WATER LINE
GAS LINE
TELEPHONE/ELECTRICITY LINE
TREE TO BE REMOVED
(PER ARBORIST REPORT, MAY 10, 2016)
TREE TO REMAIN
GENERAL NOTES
OWNERS:
DEVELOPER:
ENGINEER:
PROPERTY ADDRESS:
EXISTING ZONING:
PROPOSED ZONING:
NET ACREAGE:
EXISITNG USE:
PROPOSED USE:
STORM:
SANITARY:
WATER:
GAS:
ELECTRIC:
TELEPHONE:
CABLE TV:
A.P.N.
ED PEARSON
239 THURSTON ST.
LOS GATOS, CA 95030
ED PEARSON
(SAME AS OWNER)
PEOPLES ASSOCIATES
(SEE TITLE BLOCK)
19 HIGHLAND AVENUE
LOS GATOS, CA 95030
HR-2 1/2
HR-2 1/2
1.04 Ac.
VACANT LOT
SINGLE FAMILY RESIDENCE
EXISTING NATURAL DRAINAGE PATTERNS
EXISTING SWALES AND CULVERTS
WEST VALLEY SANITATION DISTRICT
EXISTING IN HIGHLAND AVENUE
SAN JOSE WATER CO.
EXISTING IN HIGHLAND AVENUE
P.G.&E.
EXISTING IN HIGHLAND AVENUE
P.G.&E.
EXISTING IN HIGHLAND AVENUE
AT&T
EXISTING IN HIGHLAND AVENUE
COMCAST
EXISTING IN HIGHLAND AVENUE
529-37-033
NPDES NOTES
1. Sediment from areas disturbed by construction shall be retained on site using
structural controls as required by the statewide General Construction Stormwater
Permit.
2. Stockpiles of soil shall be properly contained to minimize sediment transport from the
site to streets, drainage facilities or adjacent properties via runoff, vehicle tracking, or
wind as required by the statewide General Construction Stormwater Permit.
3. Appropriate BMPs for construction -related materials, wastes, spill or resides shall be
Implemented to minimize transport from the site to streets, drainage facilities, or
adjoining property by wind or runoff as required by the statewide General Construction
Stormwater Permit.
4. Runoff from equipment and vehicle washing shall be contained at construction sites
and must not be discharged to receiving waters or to the local storm drain system.
5. All construction contractor and subcontractor personnel are to be made aware of the
required best management practices and good housekeeping measures for the project
site and any associated construction staging areas.
6. At the end of each day of construction activity all construction debris and waste
materials shall be collected and properly disposed in trash or recycle bins.
7. Construction sites shall be maintained in such a condition that a storm does not carry
Wastes or pollutants off the site. Discharges of material other than stormwater
(nonstormwater discharges) are prohibited except as authorized by an individual
NPDES permit or the statewide General Construction Stormwater Permit.
Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes
from paints, stains, sealants, solvents, detergents, glues, lime, pesticides, herbicides,
fertilizers, wood preservatives and asbestos fibers, paint flakes or stucco fragments;
fuels, oils, lubricants, and hydraulic, radiator or battery fluids; concrete and related
cutting or curing residues; floatable wastes; wastes from engine/equipment steam
cleaning or chemical degreasing; wastes from street cleaning; and superchlorinated
potable water from line flushing and testing.
During construction, disposal of such materials should occur in a specified and
controlled temporary area on -site physically separated from potential stormwater runoff,
with ultimate disposal in accordance with local, state and federal requirements.
8. Discharging contaminated groundwater produced by dewatering groundwater that
has infiltrated into the construction site is prohibited. Discharging of contaminated soils
via surface erosion is also prohibited. Discharging non -contaminated groundwater
produced by dewatering activities requires a National Pollutant Discharge Elimination
System (NPDES) permit from the respective State Regional Water Quality Control
Board
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REVISED PER PLANNING COMMISSION COMMENTS
REVISED PER ARBORIST REPORT
REVISED PER TOWN COMMENTS
RELEASED TO CLIENT & TOWN
REVISION DESCRIPTION
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1996 Tarob
Fax 408-957-9221
408-957-9220
DATE 11-30-15
R.E. NO. 29,588
APPROVED BY:
LOS GATOS, CALIFORNIA
SHEET NUMBER
G1
OF 8
SHEETS
DRAWING NO.
15027-G 1
REGISTRATION EXPIRES: MARCH 31, 2017
LEGEND
BENCHMARK
CONSTRUCTION BENCHMARK
GRADING NOTE:
•/
410
410
•2.
,
W
G
T/E
PROPERTY LINE
ADJACENT PROPERTY LINE
CENTERLINE
RIGHT-OF-WAY LINE
BUILDING SETBACK LINE
EASEMENT LINE
BUILDING LINE
TOP OF EX. CREEK BANK
DAYLIGHT CUT LINE
MAJOR CONTOUR
MINOR CONTOUR
NEW CONTOUR
RETAINING WALL (EXTERIOR)
WATER LINE
GAS LINE
TELEPHONE/ELECTRICITY LINE
TREE TO BE REMOVED
(PER ARBORIST REPORT, JULY 10, 2016)
TREE TO REMAIN
EX. AC ROA
0
370
15' WIDE EASEMENT
DOC.# 23066030
GENERAL NOTES
1. TOPOGRAPHY WAS PERFORMED IN OCTOBER 2015 & JUNE 2016.
2. THIS TOPOGRAPHIC MAP REPRESENTS SURFACE FEATURES ONLY.
3. CONTOUR INTERVAL IS 2-FEET.
4. BENCHMARK IS TOWN OF LOS GATOS DATUM.
5. PROPERTY LINES SHOWN ARE RECORD DATA.
6. TREE REMOVAL PER APPROVED ARBORIST PLAN, SEE NOTE BELOW.
7. ALL GRADING SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL
REPORT PREPARED FOR THIS PROJECT BY C2Earth, Inc.
8. THE DRIVEWAY SHALL BE 12' WIDE MIN.
9. THE LONGITUDINAL PROFILE OF THE DRIVEWAY SHALL FOLLOW THE
EXISTING TERRAIN TO MINIMIZE GRADING.
10. MAINTAIN NATURAL DRAINAGE PATTERN AND EXISTING SHEET -FLOW
INTO EXISTING SWALES.
11. ALL DOWNSPOUTS SHALL HAVE A SPLASH BOX AND DIVERT WATER
AWAY FROM BUILDING INTO LANDSCAPED AREA.
A.P,N. 529-37-007
A.P.N. 529-37-041
PARCEL 2 RIGHT-OF-WAY FOR INGRESS & EGRESS
DOC.# 248501 (MAY 15, 1942)
A.P.N. 529-36-044
SITE PLAN
400
6
SCALE: 1 "=20'
4
AVERAGE SLOPE
FORMULA
S-
0.0023 x I x L
A
OVERALL SITE
0.0023 x 2 x 6,497
S=
1.04
S = 28.74%
/
FIRETRUCK
TURNAROUND
/
A.P.N. 529-37-008
0°08 3 7r.58,
NATURAL
HEAVY
GROWTH OF TREES
OF PEA
P.N. 529-
Acres
0'-4' HIGH IN
IMPERVIOUS COVERAGE
LOCATION
SQUARE
FEET
HOUSE, GARAGE & PORCH (ROOF)
3,620
EXTERIOR WALLS
126
TOTAL
3,746
PERVIOUS COVERAGE
LOCATION
SQUARE
FEET
DRIVEWAY & FIRETRUCK TURNAROUND
3,538
WALKWAY & STAIRWAYS
184
TOTAL
3,722
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PRIVATE RIVEWAI\
EASEMENT FOR ROAD-PURFCSSES
DOC # 59-7045
TOWN OF LOS GATOS LG38
BRASS DISK IN MON. WELL
(CENTRAL AVE & OAK HILL WAY)
ELEVATION: 556.86
GRADING QUANTITIES
EXISTING MAG NAIL IN HIGHLAND AVENUE.
ELEVATION: 440.46
TOWN OF LOS GATOS DATUM
LOCATION
CUT
(In Cubic Yards)
FILL
(In Cubic Yards)
HOUSE TO PADS (416.0 & 417.5)
163
0
GARAGE TO PAD (409.0)
60
0
DRIVEWAY & FIRETRUCK TURNAROUND
55
429
REAR YARD
148
0
PATIO
13
0
TOTAL
439
429
A.P.N. 529-37-032
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i�l��
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4009.00
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NON-STRUTURAL PLANTER
BUILDING \FOOTPRINT - -`.��
MAIN FLOOR
F.F. 420.00
PAD 417.50
CUT TO DAYLJ U --"'"'
=No - BUILDING ENVELOPE
01:002,372 SQ. FT.
ova
/ / �3i7 % 4L/ i./-1 %-7-
N 75°14'43" W 309.40'
A.P.N. 529-37-016
• T39
•T38
LINE OF CANTILEVERED BLDG. &
RAISED DECK
418.4
I P-ATLO -
(PAVERS)__
419.9
T.W. 423.0
PLANTER
TONES __ T.W. 426.0
MAIN FLOOR
F.F. 418.50
PAD 41&.00
_ -BUT- • DAYLIGHT
DECK
T
ALL GRADING SHALL BE IN ACCORDANCE
WITH "GEOTECHNICAL REPORT"
PREPARED FOR THIS SITE BY:
C2EARTH, INC. DATED NOVEMBER 22, 2013.
LAND USE TABLE
LOCATION
ACRES
SQUARE
FEET
COVERAGE
SITE AREA (Gross & Net)
1.040
45,302
100.00
HOUSE (Coverage)
0.054
2,372
5.24
STAIRWAYS
0.005
206
0.45
ENTRY PORCH
0.002
100
0.22
SIDE PATIO
0.004
165
0.36
REAR YARD & LANAI
0.017
750
1.66
DRIVEWAY & FIRETRUCK TURNAROUND
0.081
3,538
7.81
LANDSCAPE AREA
0.069
3,000
6.62
NATURAL
0.808
35,171
77.64
A.P.N. 529-37-034
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HEAVY GROWTH OF TREES
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--DEAD TREE
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NOTES:
1. TREE REMOVAL PER ARBORIST
REPORT BY MONARCH
CONSULTING ARBORISTS LLC.,
DATED JULY 10, 2016.
2. ALL EXTERIOR WALLS ARE
INTERLOCKING BLOCK GRAVITY
WALLS IN EARTHTONE COLORS
AC ROAD.
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SHEET NUMBER
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REGISTRATION EXPIRES: MARCH 31, 2017
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DRAWING NO.
15027-G2
LEGEND
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-410
410
•2'
77
PROPERTY LINE
ADJACENT PROPERTY LINE
CENTERLINE
RIGHT—OF—WAY LINE
BUILDING SETBACK LINE
EASEMENT LINE
BUILDING LINE
TOP OF EX. CREEK BANK
DAYLIGHT CUT LINE
MAJOR CONTOUR
MINOR CONTOUR
NEW CONTOUR
RETAINING WALL (EXTERIOR)
WATER LINE
GAS LINE
TELEPHONE/ELECTRICITY LINE
TREE TO BE REMOVED
(PER ARBORIST REPORT, JULY 10, 2016)
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DOC.# 2306�6! 0
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DRIVEWAY PROFILE
SCALE: 1 "=10' HOR. & VERT.
1+00
PROFILE
1+50
G4
OF 8
SHEETS
DRAWING NO.
15027-G4
LEGEND
-410
410
G
T/E
PROPERTY LINE
ADJACENT PROPERTY LINE
CENTERLINE
RIGHT—OF—WAY LINE
BUILDING SETBACK LINE
EASEMENT LINE
BUILDING LINE
TOP OF EX. CREEK BANK
DAYLIGHT CUT LINE
MAJOR CONTOUR
MINOR CONTOUR
NEW CONTOUR
RETAINING WALL (EXTERIOR)
WATER LINE
GAS LINE
TELEPHONE/ELECTRICITY LINE
TREE TO BE REMOVED
(PER ARBORIST REPORT, JULY 10, 2016)
TREE TO REMAIN
\ N\
• (\
SITE PLAN
SCALE: 1 "=20'
/
/
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/
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OF PEA
P.N. 529—
Acres
/
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/
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PRIVATE
o.
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NOTES:
1. TREE REMOVAL PER ARBORIST
REPORT BY MONARCH
CONSULTING ARBORISTS LLC.,
DATED JULY 10, 2016.
2. ALL EXTERIOR WALLS ARE
INTERLOCKING BLOCK GRAVITY
WALLS IN EARTHTONE COLORS
BENCHMARK CONSTRUCTION BENCHMARK
TOWN OF LOS GATOS LG38
BRASS DISK IN MON. WELL
(CENTRAL AVE & OAK HILL WAY)
ELEVATION: 556.86
/
/
/
EXISTING MAG NAIL IN HIGHLAND AVENUE.
ELEVATION: 440.46
TOWN OF LOS GATOS DATUM
DEAD TREE
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GRADING NOTE:
ALL GRADING SHALL BE IN ACCORDANCE
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PREPARED FOR THIS SITE BY:
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SCALE:
AS SHOWN
PEOPLES ASSOCIATES
STRUCTURAL ENGINEERS
1996 Tarob Court • Milpitas, CA 95035
408-957-9220 Fax 408-957-9221
APPROVED BY: R.E. NO. 29,588 DATE 11-30-15
TREE INVENTORY PLAN
LA\DS OF PEASO\
19 HIGHLAND AVENUE
LOS GATOS, CALIFORNIA
Eft —
SHEET NUMBER
G5
OF 8 SHEETS
DRAWING NO.
1 5027-G5
REGISTRATION EXPIRES: MARCH 31, 2017
1
1
450
SECTION A -A
SCALE: 1 "=10' HOR. & VERT.
440
430
420
410
400
J
431.5'
r BEYOND
418.5'
410'
SECTION B-B
SCALE: 1 "=10' HOR. & VERT.
----
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RET. WALL
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SEE PLAN
I
PERVIOUS PAVERS
VARIES
DAYLIGHT
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6" PERMEABLE SOIL
DRAIN ROCK
LEGACY CALSTONE
FINISH
GRADE
4" HEAVY DUTY RIGID -11 .-11 �I
SUB -DRAIN PERFORATED PIPE, TYP.
=111=11_ 11 =1
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TYPICAL DRIVEWAY SECTION TYPICAL BLOCK WALL DETAIL
N.T.S.
DENSE LOW -GROWING
VEGETATIVE COVER
SLOPE VARIES
IITiII I. II 11, I
TiIII=III=
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COBBLES COMPLETELY
COVERING PIPE
GRATE COVER
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10 FEEr
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VARIES
TYPICAL BIO-SWALE
BURRY OR ANCHOR
(REBAR OR EQUIV.)
NOTE: PERFORATED PIPE MUST BE LEVEL
(PERFORATIONS FACING DOWNSLOPE)
w
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1 "DIAMETER
PERFORATIONS
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N.T.S.
N.T.S.
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SECTION VIEW
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C 29588 �
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REVISED PER PLANNING COMMISSION COMMENTS
REVISED PER ARBORIST REPORT
RELEASED TO CLIENT & TOWN
REVISION DESCRIPTION
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408-957-9220
DATE 11-30-15
R.E. NO. 29,588
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LOS GATOS, CALIFORNIA
SHEET NUMBER
G6
OF 8 SHEETS
DRAWING NO.
1 5027-G6
REGISTRATION EXPIRES: MARCH 31, 2017
SE-1
Silt Fence SE-5
Fiber Rolls
SE-9
Straw Bale Barrier
Existing
Ground
Z
w
0
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N
JOINING SECTION DETAIL (TOP VIEW)
STAPLE DETAIL
SECTION A —
END STAKE DETAIL
(SEE NOTE 9)
END DETAIL
CALIFORNIA STORMWATER BMP HANDBOOK
l I
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w
JANUARY 2003
40' Min.
Diversion Ridge
A
A
PLAN VIEW
12' Min.
3"-4" Crushed Rock
2.5"-5" Thick
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II T71 I II7M I111 I I;
Filter Fabric
(If Needed)
SECTION A —A
I
Subgrade
Notes:
1. The entrance shall be maintained in a condition that will
prevent tracking or flowing of sediment onto public rights —of —way.
This may require top dressing repair and/or cleanout of any
measures used to trap sediment.
Temporary Gravel Construction Entrance/Exit
WEDGE LOOSE STRAW
BETWEEN BALES
12 MIL PLASTIC
LINING REUSABLE ROUGH
WOODEN FRAME
N.T.S.
4'-0"
STRAW BALES
2.5"-5"
WEIGHT IN
CORNERS
2 WOODEN STAKES
OR REBAR PER
BALE (TYP)
ROUGH WOODEN
FRAME
ASPHALT
CONCRETE \
P LAN
STAPLE AS REQUIRED
BALES (BEYOND)
NATIVE MATERIAL
12 MIL PLASTIC
LINING
BINDING WIRE
STRAW BALES (2)
WEIGHT IN CORNERS
SECTION A -A
TEMPORARY WASHOUT FACILITY
H
0
Z
0
•y
OUTHOUSE
LOCATION
Note:
Install fiber roll
along a level contour.
Vertical spacing
measured along the
face of the slope
varies between
10' and 20'
TYPICAL EIDER ROLL INSTALLATION
Install c fiber roll near
slope where it transitions
into a steeper slope
EE
N
al
N.T.S.
Fiber roll
�8" min
3 /4" x 3 /4"
wood stakes
max 4'
spacing
ENTRENCHMENT DETAIL
N.T.S.
CALIFORNIA STORMWATER BMP HANDBOOK
JANUARY 2003
•
•
STRAW '/ATTL
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0
406
408
4/.
°08'33„
RoWTH OF TREES
0 -4' HIGH I
CONSTRUCTION
ENTRANCE
/
DIRECTION OF FLOW
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0
4-
0
VI
END DETAIL
Woad stoke
N
O
0
0
See note 5
See note 8
0'
c
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SANDBAG CROSS BARRIER
*›-
CALIFORNIA STORMWATER BMP HANDBOOK
JANUARY 2003
\ 'VQ
r�08.,
--BLOC
TDRIVATE w RIVEWAY
GARAGE
.F. 410.00
PAD 409.00
/ 7-7E/3 . /1 /
N 75°14'43" W 309.40'
/'\
/
MAIN FLOG'
F.F:420.00
PAD 417.50
CUT TO DAYL
BUILDING ENVELOP
TONES
/
EROSION CONTROL NOTES:
1. EROSION CONTROL MEASURES SHALL CONFORM WITH ABAG STANDARDS
OR TOWN OF LOS GATOS STANDARDS.
2. EROSION CONTROL SYSTEMS SHALL BE INSTALLED AND MAINTAINED
THROUGHOUT THE RAINY SEASON.
3. IN THE EVENT OF RAIN, ALL GRADING WORK IS TO CEASE IMMEDIATELY
AND THE SITE IS TO BE SEALED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL MEASURES AND APPROVED EROSION CONTROL PLAN.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND
REPAIRING EROSION CONTROL SYSTEMS AFTER EACH STORM.
5. ALL CUT AND FILL SLOPES SHALL BE PROTECTED BY SEEDING AND
COVERED WITH STRAW MULCH.
6. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS
DETERMINED BY THE SOILS ENGINEER IN FIELD.
7. CONTRACTOR SHALL PREVENT ANY ACCUMULATION OR DEPOSIT OF
DIRT, MUD, SAND, ROCKS, GRAVEL OR DEBRIS ON THE SURFACE OF
ANY PAVED ROAD.
EROSION PROTECTION MEASURES:
INSTALL SEDIMENT ROLLS (FIBER ROLLS), OR SILT FENCE, OR STRAW
BALE DIKES WHERE SHOWN.
2. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A
MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED.
3. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO INSURE
THAT NO MUD OR SILTATION LEAVES THE PROJECT SITE.
SPECIAL NOTE:
GRADING WORK BETWEEN OCTOBER 15TH AND APRIL 15TH IS AT THE
DISCRETION OF THE TOWN OF LOS GATOS.
SEEDING NOTES:
1. SEED AND MULCH WILL BE APPLIED BY OCTOBER 15 TO ALL
DISTURBED SLOPES STEEPER THAN 5% AND HIGHER THAN 3
FEET, AND TO ALL CUT AND FILL SLOPES WITHIN OR ADJACENT
TO EXISTING ROAD AS DIRECTED BY THE TOWN INSPECTOR.
2. SEED AND FERTILIZER WILL BE APPLIED HYDRAULICALLY OR BY
HAND AT THE RATES SPECIFIED BELOW. ON SLOPES, STRAW
WILL BE APPLIED BY BLOWER OR BY HAND AND ANCHORED IN
PLACE BY PUNCHING
ITEM POUNDS PER ACRE
"BLANDO" BROME
ANNUAL RYE GRASS
FERTILIZER (16-20-0 & 15% SULFUR)
STRAW MULCH
30
20
500
4,000
3. SEEDED AREAS WILL BE REPAIRED, RESEEDED AND MULCHED IF
DAMAGED
/
MAIN FL
. 418.50
PAD 41. !e
PIPPITMKPIA
FLOWLINE SEASONAL SWALE
6FC
NtiST4/4
4 • Q6� �ir/GxL
LEGEND:
= Construction Entrance
= Straw Wattles
= Direction of Flow
HEAVY GROWTH OF TR.
Ek. TOp
OF B
ANK
(3) HEAVY GROWTH OF TREES
HEAVY GROWTH OF TREES
SITE PLAN
SCALE: 1 "=20'
9 ESS
• Rp
C 29588 ;_c• S246• Exp.3-317rCiJ
(6
REVISED PER PLANNING COMMISSION COMMENTS
REVISED PER ARBORIST REPORT
RELEASED TO CLIENT & TOWN
REVISION DESCRIPTION
00
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DESIGNED BY:
CHECKED BY:
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AS SHOWN
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CA 95035
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408-957-9220
DATE 11-30-15
R.E. NO. 29,588
}
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LOS GATOS, CALIFORNIA
SHEET NUMBER
G7
OF 8 SHEETS
DRAWING NO.
REGISTRATION EXPIRES: MARCH 31, 2017
1 5027—G7
ID Qty.Size Latin Name Common Name Notes
AB 5 24" box Acer p. 'Bloodgood'Japanese Maple
CO 6 24" box Cercis occidentalis Western Redbud
HA 9 15 gal.Heteromeles arbutifolia Toyon
PI 6 15 gal.Prunus i. lyonii Catalina Cherry
UC 4 15 gal.Umbellularia californica California Laurel
CJ 40 1 gal.Ceanothus 'Joyce Coulter'Wild Lilac
CS 28 1 gal.Coleonema 'Sunset Gold'Pink Breath of Heaven
CH 40 1 gal.Cotoneaster 'horizontalis'Rock Cotoneaster
RP 39 1 gal.Rosmarinus o. 'Prostratus'Rosemary
3T
R
N
K
5
'
O
A
K
1
0
"
O
A
K
10
"
O
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K
1
2
"
O
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1
0
"
O
A
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T2
1
8
"
O
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T
B
W
A
L
L
430
420
440
410
420
430
T1
4
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3
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"
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T2
0
T6
6
T5
7
IP
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A
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M
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N
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T5
4
T5
9
T6
2
T6
3
T6
5
T2
3
T2
2
T1
8
T1
1
T1
3
T2
9
T
3
0
T3
3
T3
2
T3
1
T3
4
T4
2
T4
0
T3
9
T3
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400
T4
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T4
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T4
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T4
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T5
0
N 4
8
°
2
3
'
3
7
"
E
9
8
.
4
0
'
S
0
7
°
0
2
'
5
0
"
W
3
7
.
0
0
'
N 60°0
8
'
3
3
"
W
7
1
.
5
8
'
N
4
2
°
1
7
'
0
8
"
W
1
4
0
.
0
0
'
S 5
2
°
2
7
'
5
2
"
W
N 67°20'06"
W
1
6
7
.
5
2
'
S 3
7
°
4
2
'
7
"
W
6
8
.
9
7
'
S 82°1
9
'
0
2
"
W
4
4
.
5
3
'
N 75°14'43" W 309.40'
N
1
9
°
5
4
'
5
8
"
W
7
1
.
6
2
'
26.
4
0
'
CO
N
S
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LANDS OF PEARSON
1.04 Acres
A.P.N. 529-37-033
BE
N
C
H
M
A
R
K
44
0
.
4
6
T2
7
T1
T3
5
T3
6
T4
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T4
6
T8
40
8
40
8
412
410
408
406
404
4
0
9
41
8
42
0
42
2
Drawing No.
Scale
Project IDProject Manager
Drawn By
Reviewed By
Date
CAD File Name
L1
1/16" = 1'-0"
Date
1
of
Drawing Title
Project Title
Landscape Plan
Pearson Residence
19 Highland Ave.
Los Gatos, CA 95030
Consultant
Design Firm Ecotone Landscape
P.O. Box 320201
Los Gatos, CA 95032
408 357 0354
No. Date Revision NotesAppr
No. Date Issue Notes
3-HA
T1
1
7-CH
Undisturbed Landscape1-CO
1-UC
3-PI
3-PI
1-AB
3-HA
Landscape Plan
La
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P
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Pe
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19
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,
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9
5
0
3
0
Scale: 1/16" = 1'-0"
6-CJ
5-CH
Ex. Densely Wooded Area
Ex. Densely Wooded Area
Plant List
L1
1-UC 1-CO7-RP
6-CJ
5-CJ
6-CJ
5-CS
11-RP
7-CS
1-UC
8-CJ 6-CH1-UC1-CO
7/10/16
www.ecotone-la.com
mark@ecotone-la.com
(408) 357-0354
PRIVATE DRIVEWAY
1-CO 3-HA 4-RP
10-RP
5-CJ
1-AB
8-CH
1-CO7-RP1-CO 6-CH 4-CH4-CH5-CS 5-CS1-AB
6-CS
1-AB
4-CJ1-AB