Attachment 4 - Development PlansMETRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-0.0
Belsare Thakur T23 10-06-20.pln10/23/20206:30 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
A-0.0
C-1.0
C-2.0
C-3.0
C-4.0
C-5.0
C-6.0
C-6.1
A-1.0
A-1.1
A-1.2
A-1.3
A-1.4
A-1.5
A-2.0
A-3.0
A-3.1
A-3.2
A-4.0
A-5.0
A-5.1
A-5.2
A-6.0
COVER SHEET
TITLE SHEET AND NOTES
BOUNDARY AND TOPOGRAPHIC SURVEY
CONST. BMP
GRADING AND DRAINAGE PLAN
EROSION CONTROL PLAN
DETAILS
DETAILS
EXISTING / DEMOLITION SITE PLAN
PROPOSED SITE PLAN
SITE DIAGRAMS, SITE SECTIONS
STREET PROFILES
SHADOW STUDY DIAGRAM
SITE LIGHTING PLAN
EXISTING FLOOR PLAN & ELEVATIONS
PROPOSED MAIN FLOOR PLAN
PROPOSED UPPER FLOOR
PROPOSED LOWER FLOOR
PROPOSED ROOF PLAN
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
GARAGE SECTION AND ELEVATIONS
SECTIONS PROJECT SITE
GENERAL NOTES VICINITY MAPPROJECT INFORMATION
DZ
AS-NOTED
COVER SHEET
AREA TABULATIONS
GENERAL NOTES
PROJECT INFORMATION
AREA TABULATIONS
PROJECT DESCRIPTION
VICINITY MAP
SHEET INDEX
CONSULTANT DIRECTORY
CONSULTANT DIRECTORY PROJECT DESCRIPTION
ARCHITECT
METRO DESIGN GROUP
CONTACT :TOM SLOAN A.I.A.
1475 S. BASCOM AVE. # 208
CAMPBELL, CALIFORNIA 95008
(408)871-1071 PHONE
(408)871-1072 FAX
TOPO SURVEY & BOUNDARIES
WILSON LAND SURVEYS
KENNETH DOUGLAS WILSON
LICENSED LAND SURVEYOR
261 CARLTON CT.
LOS GATOS, CA 95032
(408)427-2279 PHONE
PROPERTY OWNER
PHONE
MAILING
ADDRESS
PROJECT
ADDRESS
SITE AREA
A.P.N.
ZONING
LOCATED WITHIN DESIGNATED
WILDLAND URBAN INTERFACE
FIRE AREA
SETBACK
REQUIREMENTS
MAX HEIGHT
ALLOWABLE / PROPOSED
CONSTRUCTION TYPE
OCCUPANCY
STORIES
FIRE SPRINKLERS
EXISTING USE
YEAR BUILT
MANISH BELSARE & REKHA THAKUR
(408)203-4167
2367 LASS DRIVE
SANTA CLARA, CA 95054
32 WALNUT AVENUE
LOS GATOS, CA 95030
13,746 +/- SQ. FT. (0.31 AC)
510-41-013
R1-8
YES - STATE MANDATED LRA
(VHFHA)
REQUIRED
FRONT: 25'-0"
SIDE: 8'-0"
REAR: 20'-0"
EXISTING / PROPOSED
FRONT: 25'- 0"
NORTH SIDE:8'- 0"
SOUTH SIDE: 11'-11"
REAR: 72'- 9"
ALLOWED PROPOSED
30'-0" 29'-10"
V-B
R-3/U
2 2
REQUIRED (NFPA-13D)
EXISTING RESIDENCE
1900
SHEET INDEX
CONSULTING ARBORIST
-
-
1.SITE AREA
GROSS: 8,503.4 SF (0.1952 AC)
NET: 8,503.4 SF (0.1952 AC)
AVERAGE SLOPE: LESS THAN 10 %
2.FLOOR AREA
LIVING AREA EXISTING DEMO PROPOSED = FLOOR AREA/DEF.
FIRST FLOOR 1,031 1,031 1,619 = 1,619
SECOND FLOOR 0 0 1,042 = 1,042
TOTAL FLOOR AREA 1,031 1,031 2,661 = 2,661
GARAGE 0 0 653 = 653
TOTAL FLOOR AREA 1,031 1,031 3,314 = 3,314
PROPOSED BELOW GRADE SQ. FT.*= 1,360 SQ. FT.
*BELOW GRADE SQ. FT. IS NOT INCLUDED IN FLOOR AREA RATIO (F.A.R.)
3.MAXIMUM FLOOR AREA - FAR
FAR = (.35) (8.504 - 5) X .20 = 0.3219 FAR 0.3219 X 8,504 = 2,737 SQ. FT.
25
GAR = (.10) (8.504 - 5) x .07 = 0.0901 GAR 0.0901 X 8,504 = 766 SQ. FT.
25
LIVING AREA (W/O GAR.)
ALLOWABLE 2,737 32.18 %
PROPOSED 2,661 31.29 %
GARAGE
ALLOWABLE 766 9.00 %
PROPOSED 653 7.67 %
TOTAL AREA (LIVING AREA & GARAGE)
ALLOWABLE 3,503 41.19 %
PROPOSED 3,314 38.96 %
4.BUILDING COVERAGE
MAXIMUM ALLOWABLE COVERAGE: 3,401.60 SQ. FT. 40.00 %
AREA PROPOSED EXISTING
RESIDENCE FOOTPRINT
EXTERIOR STAIR
ENTRY PORCH
LIGHTWELLS
GARAGE
SHED
TOTAL
4.IMPERVIOUS COVERAGE
AREA
BUILDING COVERAGE
TERRACES/ DECKS
WALKWAYS, PATIOS, STEPS
DRIVEWAY
SEPTIC TANK
TOTAL AREA
5.PARKING SPACE
PROPOSED EXISTING
2 COVERED AT GARAGE 0 COVERED
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
FOLLOWING CODES, AS WELL AS ALL APPLICABLE
STATE CODES & LOCAL CITY ORDINANCES,
2019 CALIFORNIA BUILDING CODE (C.B.C.)
2019 CALIFORNIA RESIDENTIAL CODE (C.R.C.)
2019 CALIFORNIA ELECTRICAL CODE (C.E.C.)
2019 CALIFORNIA PLUMBING CODE (C.P.C.)
2019 CALIFORNIA MECHANICAL CODE (C.M.C.)
2019 CALIFORNIA FIRE CODE (C.F.C.)
2019 CALIFORNIA ENERGY CODE (C.E.C.)
2019 CALIFORNIA GREEN CODE (C.G.C.)
NOTHING ON THE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THESE CODES & REGULATIONS.
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL EXAMINE
THOROUGHLY THE SITE AND SATISFY THEMSELVES AS TO THE CONDITIONS
TO WHICH THE WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL
VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS WORK, AND SHALL
BE RESPONSIBLE FOR THE CORRECTNESS OF THE SAME. NO EXTRA COST TO
THE OWNER WILL BE ALLOWED RESULTING FROM HIS NEGLIGENCE TO
EXAMINE OR FAILURE TO DISCOVER CONDITIONS AFFECTING HIS WORK.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS
BY TAKING FIELD MEASUREMENTS; FOR PROPER FIT AND ATTACHMENT OF
ALL PARTS IS REQUIRED. SHOULD THERE BE ANY DISCREPANCIES,
IMMEDIATELY
REPORT TO THE ARCHITECT IN WRITING PRIOR TO
COMMENCEMENT OF ANY RELATED WORK. IN THE EVENT OF THE
CONTRACTOR'S FAILURE TO DO SO, THE CONTRACTOR SHALL BE FULLY AND
SOLELY RESPONSIBLE FOR THE CORRECTION OR ADJUSTMENT OF ANY SUCH
RELATED WORK OR ERRORS.
DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE
PRECEDENCE OVER SCALED DRAWINGS.
MINOR DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS
ARE TO BE EXPECTED. CONDITIONS REQUIRING CLARIFICATION SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.
CONTRACTOR AND ALL SUBCONTRACTORS SHALL INSTALL OR APPLY, AND
PROTECT ALL PRODUCTS, MATERIALS, PROCESSES, METHODS, COATINGS,
EQUIPMENT, APPLIANCES, HARDWARE, SOFTWARE, ETC. IN STRICT
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, DETAILS &
INSTRUCTIONS, TYPICAL. ALL MANUALS OR INSTRUCTIONS PROVIDED BY
THESE MANUFACTURER'S FOR PROPER OPERATION AND MAINTENANCE OF
THE ABOVE ARE TO BE DELIVERED TO THE OWNER AT THE COMPLETION
AND FINAL INSPECTION OF THE PROJECT.
CONTRACTOR SHALL VERIFY THE QUANTITY, ROUGH OPENINGS AND TYPES
OF DOORS AND WINDOW AND DOOR SCHEDULES IN RELATION TO FRAMING
PER FIELD PRIOR TO ORDERING. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.
ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, AND AEROSOL
PAINT CONTAINERS MUST REMAIN ON THE SITE FOR FIELD VERIFICATION
BY THE BUILDING INSPECTOR. PER CGBSC SEC. 4.504.2.4
PRIOR TO FINAL INSPECTION, A LETTER SIGNED BY THE GENERAL
CONTRACTOR OR THE OWNER/BUILDER (FOR ANY OWNER/BUILDER)
PROJECTS MUST BE PROVIDED TO THE TOWN OF LOS GATOS BUILDING
OFFICIAL CERTIFYING THAT ALL ADHESIVES, SEALANTS, CAULKS, PAINTS,
COATINGS, AEROSOL PAINTS, AEROSOL COATINGS, CARPET SYSTEMS
(INCLUDING CARPETING, CUSHION AND ADHESIVE), RESILIENT FLOORING
SYSTEMS, AND COMPOSITE WOOD PRODUCTS INSTALLED ON THIS PROJECT
ARE WITHIN THE EMISSION LIMITS SPECIFIED IN CGBSC SECTION 4.504.
1.CODES AND
REGULATIONS
2.SITE VERIFICATION
3.MEASUREMENTS
4.DIMENSIONS
5.DISCREPANCIES
6.MANUFACTURER'S
SPECIFICATIONS
7.WINDOWS AND
DOORS
8.CALGREEN
STANDARDS
1,619 SF
0 SF
118 SF
232 SF
653 SF
0 SF
2,622 SF (30.83 %)
2,622 SF
371 SF
638 SF
1,684 X 50% = 842 SF
0 SF
4,473 SF (52.60 %)
URBAN TREE MANAGEMENT
CONTACT: MICHAEL P. YOUNG
P.O. BOX 971
LOS GATOS, CA 95031
(650)321-0202
REHABILITATE AND REMODEL AN EXISTING SINGLE FAMILY RESIDENCE TO THE EXTENT
THAT IT QUALIFIES AS A “TECHNICAL DEMOLITION”. THE FRONT PORTION OF THE EXISTING
RESIDENCE WILL BE PRESERVED WHILE THE REMAINING PORTIONS OF THE EXISTING
RESIDENCE WILL BE DEMOLISHED. ADDITIONAL FLOOR AREA WILL BE ADDED TO CREATE A
NEW SECOND FLOOR LEVEL AND A BELOW GRADE CELLAR/BASEMENT AS WELL AS
EXPANDING THE CURRENT GROUND LEVEL FLOOR LEVEL(S). THE RESIDENCE WILL HAVE A
DECK AREA CONSTRUCTED ON THE REAR OF THE MAIN RESIDENCE.
A NEW TWO-CAR, DETACHED GARAGE WILL BE CONSTRUCTED ALONG THE REAR PROPERTY
LINE. A DRIVEWAY AND WALKWAY WILL PROVIDE ACCESS AROUND THE MAIN RESIDENCE.
EXISTING TREES WILL BE REMOVED UNDER A SEPARATE TREE REMOVAL PERMIT FROM THE
PARKS & RECREATION DEPARTMENT.
1,031 SF
25 SF
101 SF
0 SF
0 SF
120 SF
1,277 SF (15.02 %)
(23.15 %)
1,277 SF
0 SF
634 SF
0 SF
58 SF
1,969 SF
ATTACHMENT 4
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
C-1.0
Belsare Thakur T23 10-06-20.pln10/23/20206:30 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
120 S.F.653 S.F.
25 S.F.
1,530 S.F. x 50% = 765 S.F.47 S.F. x 50% = 23.5 S.F.93 S.F. x 50% = 46.5 S.F.14 S.F. x 50% = 7 S.F.
298 S.F.
3 S.F.
4 S.F.
25 S.F.
40 S.F.
12 S.F.
1,140 S.F.1,270 S.F.436 S.F.
@ STEPPING STONES
55 S.F.
@ STEPPING STONES
EXISTING TO BE REPLACED
NEW IMPERVIOUS
IMPERVIOUS COVERAGE LEGEND
EXISTING TO BE
REMOVED
EXISTING TO BE REPLACED
50% AT DRIVEWAY
NEW IMPERVIOUS
50% AT DRIVEWAY
PROJECT SITE
TOWN OF LOS GATOS STANDARD GRADING NOTES
1. ALL WORK SHALL CONFORM TO CHAPTER 12 OF THE CODE OF THE TOWN OF LOS GATOS, 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, PARKS AND 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 PARKS AND PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING DONE. THE
CONTRACTOR SHALL CALL THE INSPECTIONS LINE AT (4080 399-5771 AT LEAST FORTY-EIGHT
(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 LOCATION(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 FORTY-EIGHT (48) HOURS BUT NOT
MORE THAN FOURTEEN (14) DAYS PRIOR TO COMMENCING ALL WORK.
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
DIVISION).
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 ___________________________________________________
REFERENCE REPORT NO. __________________, DATED ____________, 20 ______
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 FORTY-EIGHT (48) HOURS
BEFORE BEGINNING ANY GRADING. THE ENGINEER SHALL BE ON-SITE 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).
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, DRIVABLE CONDITION THROUGHOUT CONSTRUCTION. IF TEMPORARY CLOSURE IS NEEDED, THEN
FORMAL WRITTEN NOTICE TO THE ADJACENT NEIGHBORS AND THE TOWN OF LOS GATOS PARKS AND
PUBLIC WORKS DEPARTMENT SHALL BE PROVIDED AT LEAST ONE (1) 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.
17. OWNER/APPLICANT: ____________________________ PHONE: ______________
18. GENERAL CONTRACTOR: ________________________ PHONE: ______________
19. GRADING CONTRACTOR: ________________________ PHONE: ______________
20. CUT: _________ CY EXPORT: __________ CY FILL: _________ CY IMPORT: __________
CY
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 STORMWATER
ACCEPTANCE DEED/FACILITIES. ALL DRAINAGE SHALL BE DIRECTED TO THE STREET OR 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 PENALTIES
AND/OR THE TOWN PERFORMING THE REQUIRED MAINTENANCE AT THE DEVELOPER'S EXPENSE.
TOWN OF LOS GATOS 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 BEST MANAGEMENT PRACTICES (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 (BMPS) 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 WASTE OR POLLUTANTS OFF OF THE SITE. DISCHARGES OF MATERIAL OTHER THAN
STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN
INDIVIDUAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (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.
TITLE SHEET
NOTES,
PROJECT DATA
AS SHOWN
VICINITY MAP
SHEET INDEX
C-2.0
EROSION CONTROL PLAN
C-1.0 TOWN NOTES, PROJECT DATA AND LEGEND
CONSTRUCTION BMPC-3.0
GRADING AND DRAINAGE PLANC-4.0
PROJECT DESCRIPTION
TOWN OF LOS GATOS STANDARD NOTES PROJECT INFORMATION
TOPO SURVEY &
BOUNDARIES
THE GEOTECHNICAL CONSULTANT SHALL INSPECT, TEST (AS NEEDED), AND APPROVE ALL
GEOTECHNICAL ASPECTS OF THE PROJECT CONSTRUCTION. THE INSPECTIONS SHOULD INCLUDE, BUT
NOT NECESSARILY BE LIMITED TO: SITE PREPARATION AND GRADING, SITE SURFACE AND
SUBSURFACE DRAINAGE IMPROVEMENTS AND EXCAVATIONS FOR FOUNDATIONS AND RETAINING
WALLS PRIOR TO THE PLACEMENT OF STEEL AND CONCRETE. THE CONSULTANT SHALL VERIFY THAT
FILL MATERIALS PLACED ON SLOPING GROUND ARE PROPERLY KEYED AND BENCHED INTO
SUPPORTIVE MATERIALS, AS NECESSARY.
NOTE: GEOTECHNICAL FIELD INSPECTION
C-5.0
CONSTRUCTION DETAILS
IMPERVIOUS COVERAGE
STORM DRAIN
STORM DRAIN MANHOLE
SQUARE FEET
SHEET
SANITARY SEWER
SANITARY SEWER MANHOLE
STANDARD
SIDEWALK
TOP OF CURB
TOP OF RETAINING WALL
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL CURVE
VITRIFIED CLAY PIPE
WATER
WATER METER
WATER VALVE
WATER SERVICE
S.D.
S.D.M.H.
S.F.
SHT.
S.S.
S.S.M.H.
STD.
S/W
T.C.
TW
TYP.
U.N.O.
V.C.
V.C.P.
W
W.M.
W.V.
W.S.
MINIMUM
MONUMENT
MIDDLE OF VERTICAL CURVE
NOT TO SCALE
PROPOSED
PORTLAND CEMENT CONCRETE
POINT ON CURB RETURN
POLYVINYL CHLORIDE
POINT OF VERTICAL INTERSECTION
RADIUS
REINFORCED CONCRETE PIPE
RIGHT OF WAY
SLOPE
MIN.
MON.
M.V.C.
N.T.S.
P.
P.C.C.
P.C.R.
P.V.C.
P.V.I.
R
R.C.P.
R/W
S
AGGREGATE BASE
ASPHALT CONCRETE
BOTTOM OF CURB
BLOW OFF
BEGINNING OF VERTICAL CURVE
CATCH BASIN
CENTERLINE
CLEAN OUT
CONTINUOUS
DUCTILE IRON PIPE
DOWN SPOUTS
DRIVEWAY
END OF CURVE (HORIZONTAL)
ELEVATION
EXISTING
END OF VERTICAL CURVE
FINISHED FLOOR ELEVATION
FINISHED GRADE
FIRE HYDRANT
FACE OF CURB
FLOW LINE
FINISHED SURFACE
A.B.
A.C.
B.C.
B.O.
B.V.C.
C.B.
C.L.
C.O.
CONT.
D.I.P.
D.S.
D/W
E.C.
ELEV.
E.
E.V.C.
F.F.
F.G.
F.H.
F.C.
F.L.
F.S.
GRADE BREAK
GATE VALVE
HIGH POINT
INSIDE DIAMETER
INVERT
LINEAR FEET
LOW POINT
MAXIMUM
MANHOLE
G.B.
G.V.
H.P.
I.D.
INV.
L.F.
L.P.
MAX.
M.H.
ABBREVIATIONS
D.Z.
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 (SWPPP), 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 ON-SITE AT ALL TIMES. NO DIRECT STORMWATER
DISCHARGES FROM THE DEVELOPMENT WILL BE ALLOWED ONTO TOWN STREETS OR INTO THE PUBLIC
STORM DRAIN SYSTEM WITHOUT TREATMENT BY AN APPROVED STORM WATER POLLUTION PREVENTION
DEVICE OR OTHER APPROVED METHODS. MAINTENANCE OF PRIVATE STORMWATER POLLUTION
PREVENTION DEVICES SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER. DISCHARGES OR
CONNECTION WITHOUT TREATMENT BY AN APPROVED AND ADEQUATELY OPERATING STORMWATER
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.
WILSON LAND SURVEYS
KENNETH DOUGLAS WILSON
LICENSED LAND SURVEYOR
261 CARLTON CT.
LOS GATOS, CA 95032
(408) 427-2279 PHONE
PROPERTY OWNER
PHONE
MAILING
ADDRESS
PROJECT
ADDRESS
SITE AREA
A.P.N.
ZONING
LOCATED WITHIN DESIGNATED
WILDLAND URBAN INTERFACE
FIRE AREA
MANISH BELSARE & REKHA THAKUR
(408) 203-4167
2367 LASS DRIVE
SANTA CLARA, CA 95054
32 WALNUT AVENUE
LOS GATOS, CA 95030
13,746 +/- SQ. FT. (0.31 AC)
510-41-013
R1-8
YES - STATE MANDATED LRA
(VHFHA)
BOUNDARY AND TOPOGRAPHIC SURVEY
C-6.0
CONSTRUCTION DETAILSC-6.1
REHABILITATE AND REMODEL AN EXISTING SINGLE FAMILY RESIDENCE TO THE EXTENT THAT IT QUALIFIES AS
A “TECHNICAL DEMOLITION”. THE FRONT PORTION OF THE EXISTING RESIDENCE WILL BE PRESERVED WHILE
THE REMAINING PORTIONS OF THE EXISTING RESIDENCE WILL BE DEMOLISHED. ADDITIONAL FLOOR AREA
WILL BE ADDED TO CREATE A NEW SECOND FLOOR LEVEL AND A BELOW GRADE CELLAR/BASEMENT AS WELL AS
EXPANDING THE CURRENT GROUND LEVEL FLOOR LEVEL(S). THE RESIDENCE WILL HAVE A DECK AREA
CONSTRUCTED ON THE REAR OF THE MAIN RESIDENCE.
A NEW TWO-CAR, DETACHED GARAGE WILL BE CONSTRUCTED ALONG THE REAR PROPERTY LINE. A DRIVEWAY
AND WALKWAY WILL PROVIDE ACCESS AROUND THE MAIN RESIDENCE.
EXISTING TREES WILL BE REMOVED UNDER A SEPARATE TREE REMOVAL PERMIT FROM THE PARKS &
RECREATION DEPARTMENT.
EARTHWORK QUANTITIES
EXPORT
DRIVEWAY
TYPE OF WORK CUT FILL
BUILDING PAD
TOTAL
TOTAL
SITE /LANDSCAPE
454 CY 454 CY
EXCAVATION
46 CY
3 CY 0 CY 3 CY
49 CY
0 CY 46 CY
0 CY
532 CY
532 CY
0 CY
IMPERVIOUS COVERAGE
TOTAL SITE AREA
TOTAL SITE AREA DISTURBED:
(INCLUDING CLEARING, GRADING OR EXCAVATING)7,529 SQ. FT.
GROSS: 8,503.4 SF (0.1952 AC)
NET: 8,503.4 SF (0.1952 AC)
EXISTING TO REMAIN
EXISTING TO BE REPLACED 1,365
EXISTING TO BE REMOVED 450
TOTAL EXISTING 1,969
NEW IMPERVIOUS
EXISTING TO BE REPLACED 1,365
2,266
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
SEE IMPERVIOUS COVERAGE
DIAGRAM ON BELOW
TOTAL IMPERVIOUS COVERAGE 4,473 SQ. FT.
0
EXISTING TO BE REPLACED @ DRIVEWAY 154 SQ. FT.
EXISTING TO BE REPLACED @ DRIVEWAY (50%)77 SQ. FT.
NEW IMPERVIOUS @ DRIVEWAY (50%)765 SQ. FT.N/A
N/A
483 CY
0 CY
GARAGE 29 CY
IMPERVIOUS AREA DIAGRAM
SCALE: 1/10" = 1'-0"
IMPERVIOUS AREA DIAGRAM
0 CY 0 CY 29 CY
MAX. HT.
CUT
9.5'
2.2'
0.5'
N/A
1.7'
C-2.0
Materials storage & spill cleanup
Non-hazardous materials management
4 Sand, dirt, and similar materials must be stored at least 10 feet from catch
basins, and covered with a tarp during wet weather or when rain is forecast.
4 Use (but don’t overuse) reclaimed water for dust control as needed.
4 Sweep streets and other paved areas daily. Do not wash down streets or work
areas with water!
4 Recycle all asphalt, concrete, and aggregate base material from demolition
activities.
4 Check dumpsters regularly for leaks and to make sure they don’t overflow.
Repair or replace leaking dumpsters promptly.
Hazardous materials management
4 Label all hazardous materials and hazardous wastes (such as pesticides, paints,
thinners, solvents, fuel, oil, and antifreeze) in accordance with city, state, and
federal regulations.
4 Store hazardous materials and wastes in secondary containment and cover
them during wet weather.
4 Follow manufacturer’s application instructions for hazardous materials and be
careful not to use more than necessary. Do not apply chemicals outdoors when
rain is forecast within 24 hours.
4 Be sure to arrange for appropriate disposal of all hazardous wastes.
Spill prevention and control
4 Keep a stockpile of spill cleanup materials (rags, absorbents, etc. ) available at
the construction site at all times.
4 When spills or leaks occur, contain them immediately and be particularly care-
ful to prevent leaks and spills from reaching the gutter, street, or storm drain.
Never wash spilled material into a gutter, street, storm drain, or creek!
4 Report any hazardous materials spills immediately! Dial 911 or your local emer-
gency response number.
Vehicle and equipment
maintenance & cleaning
4 Inspect vehicles and equipment for leaks
frequently. Use drip pans to catch leaks
until repairs are made; repair leaks
promptly.
4 Fuel and maintain vehicles on site only
in a bermed area or over a drip pan that
is big enough to prevent runoff.
4 If you must clean vehicles or equipment
on site, clean with water only in a
bermed area that will not allow
rinsewater to run into gutters, streets,
storm drains, or creeks.
4 Do not clean vehicles or equipment
on-site using soaps, solvents, degreasers,
steam cleaning equipment, etc.
Dewatering
operations
4 Reuse water for dust control, irrigation,
or another on-site purpose to the greatest
extent possible.
4 Be sure to call your city’s storm drain
inspector before discharging water to a
street, gutter, or storm drain. Filtration or diversion through a basin, tank, or
sediment trap may be required.
4 In areas of known contamination, testing is required prior to reuse or discharge
of groundwater. Consult with the city inspector to determine what testing to do
and to interpret results. Contaminated groundwater must be treated or hauled
off-site for proper disposal.
Concrete, grout, and mortar
storage & waste disposal
4 Be sure to store concrete, grout, and mortar under cover and
away from drainage areas. These materials must never reach a
storm drain.
4 Wash out concrete equipment/trucks off-site or designate an on-site
area for washing where water will flow onto dirt or into a temporary
pit in a dirt area. Let the water seep into the soil and dispose of
hardened concrete with trash.
Make sure your crews and subs do the job right!
Storm drain polluters may be liable for fines of up to $10,000 per day!
Runoff from streets and other paved areas is a major source of pollution in San Francisco Bay. Construction
activities can directly affect the health of the Bay unless contractors and crews plan ahead to keep dirt, debris, and
other construction waste away from storm drains and local creeks. Following these guidelines will ensure your
compliance with local ordinance requirements.
4 Divert water from washing
exposed aggregate concrete
to a dirt area where it will
not run into a gutter, street,
or storm drain.
4 If a suitable dirt area is not
available, collect the wash
water and remove it for
appropriate disposal off site.
Earthwork & contaminated soils
4 Keep excavated soil on the site where it is least likely to collect in the street.
Transfer to dump trucks should take place on the site, not in the street.
4 Use hay bales, silt fences, or other control measures to minimize the flow of silt
off the site.
Paving/asphalt work
Saw cutting
4 Always completely cover or barricade storm drain inlets when saw cutting. Use
filter fabric, hay bales, sand bags, or fine gravel dams to keep slurry out of the
storm drain system.
4 Shovel, absorb, or vacuum saw-cut slurry and pick up all waste as soon as you
are finished in one location or at the end of each work day (whichever is
sooner!).
4 If saw cut slurry enters a catch basin, clean it up immediately.
4 Do not pave during wet weather or when
rain is forecast.
4 Always cover storm drain inlets and man-
holes when paving or applying seal coat,
tack coat, slurry seal, or fog seal.
4 Place drip pans or absorbent material un-
der paving equipment when not in use.
4 Protect gutters, ditches, and drainage
courses with hay bales, sand bags, or
earthen berms.
4 Do not sweep or wash down excess sand
from sand sealing into gutters, storm drains, or creeks. Collect sand and return
it to the stockpile, or dispose of it as trash.
4 Do not use water to wash down fresh asphalt concrete pavement.
Painting
4 Never rinse paint brushes or
materials in a gutter or street!
4 Paint out excess water-based
paint before rinsing brushes,
rollers, or containers in a sink.
If you can’t use a sink, direct
wash water to a dirt area and
spade it in.
4 Paint out excess oil-based paint before cleaning brushes in thinner.
4 Filter paint thinners and solvents for reuse whenever possible.
Dispose of oil-based paint sludge and unusable thinner as
hazardous waste.
4 Avoid scheduling earth moving activities
during the rainy season if possible. If
grading activities during wet weather
are allowed in your permit, be sure to
implement all control measures necessary
to prevent erosion.
4 Mature vegetation is the best form of
erosion control. Minimize disturbance to
existing vegetation whenever possible.
4 If you disturb a slope during construction,
prevent erosion by securing the soil with
erosion control fabric, or seed with fast-
growing grasses as soon as possible. Place
hay bales down-slope until soil is secure.
4 If you suspect contamination (from site history, discoloration, odor, texture,
abandoned underground tanks or pipes, or buried debris), call your local fire
department for help in determining what testing should be done.
4 Manage disposal of contaminated soil according to Fire Department instructions.
Bay Area Stormwater Management
Agencies Association (BASMAA)
1-888-BAYWISE
Pollution Prevention —It’s Part of the Plan
C-3.0
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
C-4.0
Belsare Thakur T23 10-06-20.pln10/23/20206:30 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
N
C6.0
14
C6.0
1
C6.0
2
C6.0
11
C6.0
8
C6.0
3
C6.0
5
C6.0
5
C6.0
6
C6.0
7
C6.0
9
C6.0
10
C6.0
12,13
C6.0
15
C6.0
17
C6.0
16
EXISTING SHED TO BE
REMOVED
EXISTING
TREES TO BE
REMOVED
EXISTING TREES TO BE
REMOVED
EASEMENT PROPOSED
TO BE REMOVED
1
2 3
4
5
INDICATES PROPOSED
DRIVEWAY W/
PERMEABLE PAVERS
INDICATES PROPOSED DRIVEWAY
WITH Grasspave2
SUMP PUMP #1 -SUBDRAIN
EJECT WATER TO SWALE
SUMP PUMP #2 -LIGHTWELLS
EJECT WATER TO SWALE
WATER SHUTOFF VALVE
2
EXISTING ELECTRIC AND GAS
METERS TO BE ABANDONED
F.G.=503.08'
AD1
F.S.=496.50
PAD=495.50
F.S. @ EDGE= 495.08'
PAD = 494.08'
F.S. @ EDGE= 494.83'
PAD = 493.83'
F.S.=492.50
PAD=491.50
16 LF 4" SCHED. 40
SOLID PVC DRAIN PIPE
SLOPED 2% MIN.
AD2
AD3
31 LF 4" SCHED. 40
SOLID PVC DRAIN
PIPE SLOPED 2%
11 LF 4" SCHED. 40
SOLID PVC DRAIN
PIPE SLOPED 2%
CB1
STORMWATER
DETENTION POND
RIM =498.00
INV=496.00'
OVERFLOW PT.=497.50'
20 LF 4" SCHED. 40
SOLID PVC DRAIN
PIPE SLOPED 3%
AD4
18 LF 4" SCHED. 40
SOLID PVC DRAIN PIPE
SLOPED MIN 2%
AD5
AD6
9 LF 4" SCHED. 40
SOLID PVC DRAIN
PIPE SLOPED 2%
LINE OF EXISTING
RESIDENCE TO BE
REMOVED U.N.O.
75 LF 4" SCHED. 40
SOLID PVC DRAIN
PIPE SLOPED 7%INV =494.50'
AD7 26 LF 4" SCHED. 40 SOLID PVC
DRAIN PIPE SLOPED 2%
TD
INDICATES TREE PROTECTION
FENCING PER TOWN OF LOS GATOS
GENERAL TREE PROTECTION
DIRECTIONS, TYP.
TREE PROTECTION
-STRAW WATTLES
F.G.=503.08'
F.G.=502.42'
F.G.=501.33'
F.G.=496.75'
F.G.=496.75'
98 LF 4" DIA.
SCH 40
SLOPED 1%
OVERFLOW
=497.50'
INDICATES EXISTING WATER METER
LOCATION TO REMAIN (TYP.) U.N.O.
INDICATES SPLASH BLOCK -TYP.
INDICATES TYPICAL DRAINAGE
FIBER ROLL @
INLET
RIM=F.G.= 498.00'
RIM=F.G.= 498.00'
F.G.=499.75'
F.G.=499.00'
F.G.=502.00'
F.G.=498.67'
F.G.=498.33'
F.G.=499.17'
F.G.=499.50'
F.G.=501.00'
F.G.=500.50'
F.G.=500.50'
VEGETATED SWALE -TYP.
EP = FG = 493.25'
EP = FG = 495.71'
FG = 494.79'
FG = 494.79'
FG = 495.00'
12" HIGH BEARM
FRENCH DRAIN
21 LF 4" SCHED. 40
SOLID PVC DRAIN
PIPE SLOPED MIN 2%
CB3
W A L N U T A V E .N 84 32'56" W 170.00
N 84 32'56" W 170.00
N 5 24'00" W 50.02'N 5 24'00" W 50.02'PROPOSED
TWO-CAR
GARAGE
LIGHT WELL
TERRACE
DECK
PROPOSED
RESIDENCE
PORCH
5055005
0
0 495ALLEY PER
"E" M 97
495
WM
8'-10"DRIVEWAYLIGHT WELL
LIGHT
WELL
SP2
8" HDPE - 403'STRUCTURE # 8-022-82
DEPTH 7.6'
STATION: 25'
LENGHT: 15'
DEPTH: 6.5'
LOC: 6' S of N PL
JP
S
EM
GRADING PLAN LEGEND
(E) GRADE MINOR CONTOUR LINE
(E) GRADE MAJOR CONTOUR LINE
PROPOSED GRADE CONTOUR LINE
RETAINING WALL,
EXTENT OF WORK AND GRADING LINE
TREE PROTECTION FENCING
TREE PROTECTION STRAW WATTLE
NOTE:
ALL EXISTING TREES TO REMAIN AND TO BE PROTECTED DURING
CONSTRUCTION -TYP. SEE SHEET T-1.0
FENCE
GAS LINE
WATER LINE
ELECTRIC LINE
JOINT TRENCH
SANITARY SEWER LINE
PROPOSED RESIDENCE
EXISTING HOUSE & SHED
TO BE REMOVED
FF
MBINDICATES MAILBOX
JP
HB
WM
GM
EM
INDICATES JOINT SERVICES POLE
INDICATES HOSE BIB
INDICATES FINISH FLOOR
MHINDICATES MANHOLE
INDICATES WATER METER
INDICATES GAS METER
INDICATES ELECTRIC METER
DESCRIPTION EXISTING PROPOSED
EXISTING TREE
TO REMAIN
PROPOSED PERMEABLE
PAVERS AT DRIVEWAY
PROPOSED GRASSPAVE2
AT DRIVEWAY
PROPOSED HARDSCAPE
EXISTING TREE
TO BE REMOVED
PLEASE SEE TREE INVENTORY, ASSESSMENT AND PROTECTION
PREPARED BY MICHAEL P. YOUNG, JUNE 15, 2020 ON SHEET T-1.0
CO
LIGHT SHADED WALLS
INDICATES EXISTING
WALLS RELOCATED
288ELECT MTR403.39
289GAS MTR403.80
(E) EM (E) GM
503504504503502501501500499498497497496495DS DS DS
DSDS
DS
CO
CO
DS
DS
CO
SP1
F.S.= 492.33'
PAD= 491.33'
F.F. FIRST FLOOR = 505.17' / 502.67'
F.S. BASEMENT= 492.50'
PAD BASEMENT= 491.50'
F.F.= 505.17'
PAD= 503.00'
F.F. FIRST FLOOR = 501.67'
F.S. BASEMENT= 491.33'
PAD BASEMENT= 490.33'
F.S.= 491.17'
PAD= 490.17'
F.F.= 501.50'
PAD= 498.00'4981 % SLOPE
RIM= 492.20'
INV= 489.70'
RIM= 491.00'
INV= 489.33'
RIM= 499.25'
INV= 489.83'
RIM= 496.42'
INV= 490.00'
RIM= 498.17'
INV(IN)= 489.00'
INV (OUT)=493.00
RIM= 497.17'
INV= 493.00'
RIM= 498.25'
INV= 496.75'
RIM= 504.36'
INV= 501.00'
F.F.= 505.00'
PAD= 502.83'
RIM= 502.33'
INV= 500.83'
RIM= 497.00'
INV= 495.50'
RIM= 494.79'
INV= 493.79'
TO 493.40'10' MIN.RIM= 497.17'
INV= 493.00'49649849649749749849950149 6
REMOVED
CAPPED
RIM= 494.00'
INV= 493.00'
CB2
GRADING &
DRAINAGE PLAN
1/8" = 1'- 0"
D.Z.
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
C-5.0
Belsare Thakur T23 10-06-20.pln10/23/20206:30 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
N
C6.0
1C6.0
2
C6.0
4
C6.0
3
EXISTING SHED TO
BE REMOVED
EXISTING TREES TO
BE REMOVED
EASEMENT PROPOSED
TO BE REMOVED
1
2 3
4
5
2
INDICATES GATE AT
CONSTRUCTION FENCE
CONSTRUCTION
ENTRANCE
INDICATES TREE PROTECTION
FENCING PER TOWN OF LOS GATOS
GENERAL TREE PROTECTION
DIRECTIONS, TYP.
TREE PROTECTION
-STRAW WATTLES
INDICATES TEMPORARY
FIBER ROLLS - TYP.
FIBER ROLL @
INLET W A L N U T A V E .N 84 32'56" W 170.00
N 84 32'56" W 170.00
N 5 24'00" W 50.02'N 5 24'00" W 50.02'PROPOSED
TWO-CAR
GARAGE
LIGHT WELL
TERRACE
DECK
PROPOSED
RESIDENCE
PORCH
5055005
0
0 495ALLEY PER
"E" M 97
495
WM
LIGHT WELL
LIGHT
WELL
8" HDPE - 403'STATION: 25'
LENGHT: 15'
DEPTH: 6.5'
LOC: 6' S of N PL
JP
S
EM
NOTE:
ALL EXISTING TREES TO REMAIN AND TO BE PROTECTED DURING
CONSTRUCTION -TYP. SEE SHEET T-1.0
PLEASE SEE TREE INVENTORY, ASSESSMENT AND PROTECTION
PREPARED BY MICHAEL P. YOUNG, JUNE 15, 2020 ON SHEET T-1.0
EROSION CONTROL LEGEND
STABILIZED ENTRANCE/EXIT
CONCRETE WASHOUT
SPILL KIT
PORTABLE RESTROOM
SK
FIBER ROLL
INLET PROTECTION
TREE PROTECTION FENCE
TREE PROTECTION STRAW WATTLE
CONSTRUCTION FENCE
INDICATES EXISTING
TREE TO REMAIN
EXISTING TREE
TO BE REMOVED
288ELECT MTR403.39
289GAS MTR403.80(E) EM (E) GM
SK
DRIVEWAY
TEMPORARY
STABILIZED
ENTRANCE
15' X 30'
PER ST-250/ C-6.1CONSTRUCTIONFENCE GATEMATERIAL DROP /
STORAGE AREA
2. RETAIN AND PROTECT NATURAL VEGETATION
PRINCIPLES OF EROSION AND SEDIMENT CONTROL
SITE THAT WILL BE UNDER CONSTRUCTION DURING THE RAINY SEASON
MUST BE WINTERIZED BY OCTOBER 15
4. INFILTRATE RUNOFF FROM INPERVIOUS SURFACES
3. SEED AND MULCH CEARED AREAS 6. DEEP RUNOFF VELOCITIES LOW
7. PROTECT DRAINAGEWAYS AND OUTLETS FROM INCREASED FLOWS
8. TRAP SEDIMENT ON SITE
AFTER GRADING IS COMPLETED, SEED AND MULCH THE DENUDED AREAS
ACCORDING TO THE PROCEDURES OUTLINED UNDER "REVEGETATION."
THE MULCH WILL PROTECT THE SOIL UNTIL THE VEGETATION GETS
ESTABLISHED. THE VEGETATION WILL PREVENT EROSION IN FUTURE
YEARS.
GRASS PROVIDES THE BEST SHORT-TERM PROTECTION. AFTER
CONSTRUCTION IS COMPLETED, REPLACE THE GRASS WITH THE DESIRED
LONG-TERM VEGETATION AS PART OF THE LANDSCAPING AROUND THE
STRUCTURE.
ON UNDISTURBED LAND MUCH OF THE RAINWATER SEEPS INTO THE
GROUND. ROOFS, PAVED WALKWAYS AND DRIVEWAYS AND PACKED
SOIL ARE IMPERVIOUS TO INFILTRATION. RUNOFF FROM THESE SURFACES
GREATLY INCREASES EROSION POTENTIAL
FOR THIS REASON THE WATER QUALITY CONTROL BOARD REQUIRES
THE RUNOFF FROM IMPERVIOUS SURFACES BE INFILTRATED INTO THE
GROUND. LOCATE INFILTRATION TRENCHES BELOW ROOF EAVES AND
ALONG DRIVEWAYS AND PARKING AREAS. IF A ROOF DRIP LINE OF
DRIVEWAY IS ON A STEEP SLOPE, INSTALL A LINED DITCH TO ROUTE THE
RUNOFF TO A DRY WELL OR TO AN INFILTRATION TRENCH LOCATED
ALONG A SLOPE CONTOUR. INSTALL THESE PERMANENT INFILTRATION
SYSTEMS AFTER CONSTRUCTION IS COMPLETED (SEE SAMPLE
PERMANENT DRAINAGE PLAN).
5. MINIMIZE LENGTH AND STEEPNESS OF SLOPES
LONG OR STEEP EXPOSED SLOPES (OR DRIVEWAYS) HAVE HEIGHT
EROSION POTENTIAL. TO SHORTEN RUNOFF PATHWAYS DOWN LONG OR
STEEP SLOPES. CONSTRUCT BARRIERS, SUCH AS STRAW BALE OR
FIBER ROLL DIKES, ACROSS THE SLOPE. THESE BARRIERS INTERCEPT
RUNOFF BEFORE IT CAN REACH AN EROSIVE VELOCITY AND DIVERT IT.
DEVELOPMENT CHANGES THE CHARACTERISTICS OF RUNOFF. WHEN
LAND IS PAVED OR VEGETATION IS REMOVED AND SOIL IS COMPACTED
BY CONSTRUCTION TRAFFIC, THE VOLUME OF RUNOFF INCREASES.
RUNOFF FLOWING OVER HARD OR SMOOTH SURFACES SUCH AS PACKED
EARTH OR PAVEMENT INCREASES IN VELOCITY, GRADING MAY CAUSE
RUNOFF TO CONCENTRATE IN A SINGLE CHANNEL INSTEAD OF BEING
DISPERSED OVER A BROAD AREA. THESE CHANGES IN RUNOFF CAN
CAUSE CHANNEL EROSION UNLESS PROTECTION MEASURE ARE
INSTALLED. COMMON FORMS OF CHANNEL PROTECTION ARE:
A. LININGS (GRAVEL, CONCRETE, ASPHALT)
B. PIPES OR CULVERTS
C. OUTLET PROTECTORS (SUCH AS ROCK APRONS) SEE DETAIL
MIN. SEEDING RATE (LBS./1000 SQ.FT.
0.6
0.6
3. WHEN TO PLANT
2. SEED TYPES TO USE
4. STRAW MULCH
SEED TYPE
5. OTHER MULCHES1. REVEGETATION
TEMPORARY CONTROL MEASURES
GROUP 1
SOD-FORMING WHEATGRASS:
'LUNA' PUBESCENT,
'TOPAR' PUBESCENT, OR
'OAHE' INTERMEDIATE
GROUP 2
BUNCHGRASS:
POTOMAC ORCHARDGRASS,
SHERMAN BIG BLUEGRASS OR
'RESTED WHEATGRASS
ALL OF THE ABOVE PLANTS ARE PERENNIAL GRASSES. THE SOIL
CONSERVATION SERVICE, U.S. FOREST SERVICE MAY PROVIDE
INFORMATION ON THESE AND OTHER SUITABLE PLANT TYPES.
1. TIME GRADING AND CONSTRUCTION TO MINIMIZE SOIL EXPOSURE
NATURAL VEGETATION IS THE MOST EFFICIENT FORM OF EROSION
CONTROL AND IS ALSO THE MOST DIFFICULT TO RE-ESTABLISH. FOR
THIS REASON, ONLY THE AREA REQUIRED FOR CONSTRUCTION SHOULD
BE STRIPPED, STAGE GRADING SO THAT ONLY THE PORTION OF THE
SITE THAT CAN BE CONSTRUCTED ON ONE YEAR IS CLEARED OF
VEGETATION.
VEGETATION IS A DESIRABLE FORM OF EROSION CONTROL BECAUSE IT
KEEPS SOIL IN PLACE AND MAINTAINS AN ATTRACTIVE,
NATURAL-LOOKING LANDSCAPE. VEGETATION REDUCES EROSION BY:
A. ABSORBING RAINDROP IMPACT
B. REDUCING RUNOFF VELOCITY
C. REDUCING RUNOFF VOLUME BY INCREASING INFILTRATION INTO THE
SOIL
REVEGETATE CLEARED AREAS AS SOON AS POSSIBLE AFTER GRADING.
SEE "WHEN TO PLANT." KEEP ALL VEHICLE TRAFFIC OUT OF AREAS THAT
HAVE BEEN REVEGETATED.
THE ENERGY OF FLOWING WATER DRAMATICALLY INCREASES AS
VELOCITY INCREASES. IF VELOCITY DOUBLES, THE EROSIVE ENERGY
QUADRUPLES, AND THE WATER CAN MOVE PARTICLES 64 TIMES AS
LARGE. VELOCITIES CAN BE KEPT LOW BY:
A. KEEPING FLOW VOLUMES LOW (SUCH AS PRESERVING SITE
VEGETATION OR BE DIVIDING RUNOFF INTO SEVERAL CHANNELS RATHER
THAN ONE)
B. CONSTRUCTING FLOW BARRIERS AT FREQUENT INTERVALS LINING
CHANNELS WITH ROUGH MATERIAL, SUCH AS ROCKS
SOME EROSION DURING CONSTRUCTION IS UNAVOIDABLE.
SEDIMENT-LADEN RUNOFF MUST BE DETAINED ON-SITE SO THE THE SOIL
PARTICLES CAN SETTLE OUT BEFORE THE RUNOFF REACHES ANY
WATERWAY OR SOMEON DES'S PROPERTY. USE ANY OF THE
FOLLOWING CONTROL MEASURES TO KEEP SEDIMENT FROM LEAVING
THE SITE:
THE PRIMARY PURPOSE OF REVEGETATION IS EROSION CONTROL.
GRASS PROVIDES THE BEST PROTECTION FOR THE FIRS FEW YEARS.
GRASSES GERMINATE AND GROW QUICKLY AND PROVIDE A FAST AND
COMPLETE GROUND COVER. TREES AND SHRUBS ARE EFFECTIVE FOR
LONG-TERM EROSION CONTROL, BUT GRASSES ARE
NEEDED FOR INITIAL SOIL PROTECTION UNTIL THE SLOWER GROWING
TRESS AND SHRUBS BECOME WELL ESTABLISHED. DECORATIVE
:LANDSCAPING: WITH TREES AND SHRUBS CAN BE DONE LATER
CERTAIN CLIMATES AND TERRAINS CAN MAKE IT DIFFICULT FOR PLANTS
TO BECOME ESTABLISHED. THE STEEPER THE SLOPE, THE MORE
DIFFICULT IT IS. THE GREATEST CHANCE OF SUCCESS WITH
REVEGETATION WILL BE IF THE ANGLE OF DISTURBED SLOPES IS KEPT
TO A MINIMUM.
THE FOLLOWING GRASS SEED MIXES ARE SUITABLE FOR NEARLY ALL
SITES IN THE AREA. SELECT ONE SPECIES FROM EACH GRoUP AND
COMBINE.
THE TIME OF PLANTING DEPENDS ON IRRIGATION. WITH IRRIGATION, ONE
MUST CONTINUE TO IRRIGATE UNTIL THE GRASS IS WELL ESTABLISHED.
IT IS POSSIBLE TO PLANT SEEDS ANY TIME IN THE TEMPERATE CLIMATE
OF THE BAY AREA, BUT FOR BEST RESULTS- (WITHOUT IRRIGATION):
A. PLANT SEEDS AS LATE AS POSSIBLE IN THE FALL. OCTOBER AND
NOVEMBER ARE GENERALLY GOOD MONTHS TO SEED. SEEDS PLANTED
TOO EARLY IN THE FALL MAY GERMINATE WITH FALL RAINS AND THE
YOUNG SEEDLINGS CAN THEN BE DILLED BY FROST, OR
B. PLANT SEEDS IN MARCH OR APRIL. MAY IS GENERALLY TOO LATE AS
THERE PROBABLY WILL NOT BE ENOUGH RAIN TO GERMINATE THE SEED
AND ALLOW THE PLANTS TO GROW TO A SIZE THAT CAN SURVIVE THE
SUMMER DRY PERIOD.
STRAW IS THE BEST MULCH MATERIAL. APPLY ONE BALE OF STRAW PER
1,000 SQ. FT. DISTRIBUTE THE STRAW EVENLY SO THAT IF FORMS A
LAYER 1" TO 2" THICK. SOIL SHOULD STILL BE VISIBLE THROUGH THE
STRAW MAT. IF YOU APPLY TO MUCH MULCH, IT MAY PRODUCE A MAT TOO
DENSE FOR SEEDLINGS TO PENETRATE.
ANCHOR THE STRAW BY PUNCHING IT INTO THE SOIL EVERY 1" TO 2"
WITH A DULL, ROUND-NOSED SHOVEL (TO AVOID CUTTING THE STRAW)
OR BY COVERING IT WITH NETTING (JUTE, PLASTIC, MESH, WOVEN PAPER,
OR CHICKEN WIRE). FASTEN THE NETTING TO THE GROUND WITH WIRE
STAPLES. BECAUSE THE SOILS IN MANY AREAS ARE QUITE HARD, YOU
MAY HAVE TO USE NETTING TO ANCHOR THE STRAW.
WOOD FIBERS, WOOD CHIPS AND PINE NEEDLES ARE OTHER REUSABLE
MULCH MATERIALS. WOOD FIBER MULCH IS APPLIED HYDRAULICALLY IN A
SLURRY THAT ALSO CONTAINS THE SEED AND FERTILIZER. IT IS
SUITABLE FOR USE IN STEEP SLOPES OR LARGE AREAS AND MUST BE
APPLIED BY CONTRACTOR, (THE APPLICATION RATE OF WOOD FIBER
MULCH IS 3,000 LBS./ACRE). WOOD CHIPS AND PINE NEEDLES CAN
PROTECT THE SOIL FROM EROSION, BUT THEY ALSO INHIBIT PLANT
GROWTH. THEY CAN ONLY BE USED WHERE A GRASS COVER IS NOT
DESIRED. APPLY WOOD CHIPS SO THAT SOIL IS COMPLETELY COVERED.
APPLY PINE NEEDLES IN A LAYER 2" TO 3" THICK. YOU CAN SAVE THE
ORGANIC MATERIALS FROM GRADED AREAS ON THE PROPERTY TO USE
AS A MULCH LATER, BUT YOU WILL PROBABLY HAVE TO SUPPLEMENT
THEM WITH WOOD CHIPS TO ACHIEVE AN ADEQUATE GROUND COVER.
EROSION
CONTROL PLAN
1/8" = 1'- 0"
D.Z.
EROSION & SEDIMENT CONTROL MEASURES
EROSION CONTROL NOTES
GRADING WILL BEGIN ON OR AFTER APRIL 15. FIBER ROLLS WILL BE
INSTALLED PER PLAN. SEE DETAILS #2, 3. FIBER ROLLS SHALL BE
INSTALLED AT AREA DRAIN AT TWO LOCATIONS. FIBER ROLLS WILL
BE INSTALLED IN THE TRENCH TO PREVENT RUNOFF FROM LEAVING
THE AREA OF DISTURBANCE. THE PROPOSED DRIVEWAY WILL
BE GRAVELED DURING CONSTRUCTION, PROVIDING
A BASE FOR PAVING AS A DRIVEWAY.
ALL EROSION CONTROL MEASURES / MULCH & SEEDING SHALL BE
COMPLETED PRIOR TO OCTOBER 15. AT THAT TIME THE
PERMANENT EROSION AND RUNOFF CONTROLS WILL BE INSTALLED
AND THE DRIVEWAY WILL BE PAVED. ALL AREAS DISTURBED BY
CONSTRUCTION WILL BE SEEDED AND MULCHED.
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
C-6.0
Belsare Thakur T23 10-06-20.pln10/23/20206:30 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
1 N.T.S.
3 N.T.S.4 JUNCTION BOX/ CLEANOUT2N.T.S.
FIBER ROLL @ INLET
N.T.S.
FIBER ROLL DETAIL
N.T.S.
VEGETATED SWALE
Scale 1/2'' = 1' - 0''
PERMEABLE PAVER EDGE
DETAIL8N.T.S.
DRAIN LINE @ DRIVEWAY
DETAIL
TRENCH DETAIL
Scale 1/2'' = 1' - 0''
BUBBLER DETAIL
Scale 1/2'' = 1' - 0''5
9
JOINT TRENCH DETAIL
N.T.S.1715
N.T.S.
STRAW WATTLE
11
N.T.S.
FRENCH DRAIN
Scale 1/2'' = 1' - 0''
LEADER TERMINATION
DETAIL Scale 1/2'' = 1' - 0''
LEADER TERMINATION
DETAIL
14 Scale 1/2'' = 1' - 0''
28' x 6' x 1' BIORETENTION AREA DETAILGRASSPAVE2 PERMEABLE/POROUS
EDGING DETAIL13N.T.S.
GRASSPAVE2 PERMEABLE/POROUS EDGING DETAIL12N.T.S.1619361 Valle Vista, SaratogaTree Inventory, Assessment, and ProtectionApril 9, 2019Appendix D: Tree Protection SignsD1: English Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018831.331.8982 - rick@monarcharborist.comPage of 2730TREE PROTECTION ZONE
DO NOT MOVE OR REMOVE FENCE
WITHOUT PRIOR APPROVAL FROM
THE CITY ARBORIST, KATE BEAR
(408) 868-1276
DO NOT MOVE WITHOUT APPROVAL
FROM THE PROJECT ARBORIST 19361 Valle Vista, SaratogaTree Inventory, Assessment, and ProtectionApril 9, 2019D2: Spanish Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018831.331.8982 - rick@monarcharborist.comPage of 2830ÁRBOL DE ZONA DE PROTECCIÓN
NO trasladar o eliminar cerca sin la
aprobación previa del ARBORISTA
CIUDAD , KATE BEAR (408) 868-1276
NO MUEVA sin la aprobación del
ARBORISTA PROYECTO
FLUSH CONCRETE CURB
1
Use this detail for edging Grasspave2 areas
1OF1
Invisible Structures, Inc.
GP2EDGING11.dwg
NOT TO SCALE
303-233-8383
www.invisiblestructures.com
V4.1
GRASSPAVE2 Permeable/Porous Paver Edging Detail
RAISED
LANDSCAPE
TIMBER
FLUSH LANDSCAPE
TIMBER
GRASSPAVE2 RAISED CONCRETE CURB,
HEIGHT VARIES
COMPACTED SAND AND
GRAVEL BASE COURSE,
DEPTH VARIES
COMPACTED SITE SOILS
RINGS FILLED
WITH CLEAN,
SHARP SAND
GRASS: THIN
CUT SOD OR
HYDROSEED
COMPACTED SAND AND
GRAVEL BASE COURSE,
DEPTH VARIES
COMPACTED SITE SOILS
GRASSPAVE2RINGS FILLED
WITH CLEAN,
SHARP SAND
GRASS: THIN CUT
SOD OR HYDROSEED
COMPACTED SAND AND
GRAVEL BASE COURSE,
DEPTH VARIES
COMPACTED SITE SOILS
METAL OR
PLASTIC EDGING GRASSPAVE2RINGS FILLED
WITH CLEAN,
SHARP SAND
GRASS: THIN
CUT SOD OR
HYDROSEED
CONCRETE CURB EDGING
LANDSCAPE TIMBER EDGING
METAL OR PLASTIC EDGING
FLUSH PAVER BRICK GRASSPAVE2RINGS FILLED WITH
CLEAN, SHARP SAND
GRASS: THIN
CUT SOD OR
HYDROSEED
COMPACTED SAND AND
GRAVEL BASE COURSE,
DEPTH VARIES
COMPACTED SITE SOILS
FLUSH BRICK PAVER EDGING
GRASSPAVE2RINGS FILLED
WITH CLEAN,
SHARP SAND
GRASS: THIN
CUT SOD OR
HYDROSEED
COMPACTED SAND AND
GRAVEL BASE COURSE,
DEPTH VARIES
COMPACTED SITE SOILS
EXISTING NATURAL
GRADE AND
SURFACE
FLUSH, NATURAL (EXISTING) EDGING
6"-8" ROUNDED COBBLE GRASSPAVE2RINGS FILLED
WITH CLEAN,
SHARP SAND
GRASS: THIN
CUT SOD OR
HYDROSEED
COMPACTED SAND AND
GRAVEL BASE COURSE,
DEPTH VARIES
COMPACTED SITE SOILS
COBBLESTONE EDGING
HYDROGROW - SOIL
AMMENDMENT/FERTILIZER MIX -
BELOW RINGS
HYDROGROW - SOIL
AMMENDMENT/FERTILIZER MIX -
BELOW RINGS
HYDROGROW - SOIL
AMMENDMENT/FERTILIZER
MIX - BELOW RINGS
HYDROGROW - SOIL
AMMENDMENT/FERTILIZER MIX -
BELOW RINGS
HYDROGROW - SOIL
AMMENDMENT/FERTILIZER MIX -
BELOW RINGS
HYDROGROW - SOIL
AMMENDMENT/FERTILIZER MIX -
BELOW RINGS
GRASSPAVE2 SQUARES
COMPACTED SANDY GRAVEL ROAD BASE
RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND)
SECTION
PLAN
ADJACENT GRASSPAVE2 UNITS
HYDROGROW MIX BELOW RINGSUPPLIED FREE BY MANUFACTURER
SEE ENLARGEMENT BELOW
ENLARGEMENT
COMPACTED SUBGRADE,
TOP OF GRASS ROOT MASS 6 MM (1/4") ABOVE TOP OF RINGGRASSPAVE2 ATTACH WITH SNAP-FIT FASTENERS
RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND)
COMPACTED SANDY GRAVEL
BASE COURSE – SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION
SPECIFICATIONS
UNIT SIZE - 50 CM X 50 CM X 2.5 CM OR 1 M X 1 M X 2.5 CM (20" X 20" X 1" OR 40” X 40” X 1”)
UNIT WEIGHT - 510 GRAMS (18 OZ.)
STRENGTH - 1121 KG/CM (15,940 PSI)
COLOR - BLACK
RESIN - 100% RECYCLED HDPE
2
OR 2.0 KG (4.5 POUNDS)AS PER LOADINGREQUIREMNETS
NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT ORLANDSCAPE DESIGNER.
95% MODIFIED PROCTOR DENSITY- 6 INCHES TO 12 INCHES(DEPTH OF BASE COURSE TO BE DETERMINED BY ON-SITE ENGINEER) – SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION
AVAILABLE IN 9 STANDARD ROLL SIZES
TYPICAL GRASSPAVE2 DETAIL
GPDET18.DWG
1 OF 1CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES
1
16265 E. 33RD DR., SUITE 20AURORA, COLORADO 80011800-233-1510 OR 303-233-8383FAX: 800-233-1522 OR 303-233-8282www.invisiblestructures.comrev. 1/18
NOT TO SCALE
Invisible Structures, Inc.
50 CM (19.7")
6 CM (2.4")2.3 CM (0.9")8.3 CM (3.3")
16.7 CM (6.6")25 CM (9.8")VARIES<
<
ROOT ZONE
8 1/2"11"11"12"2" min.12" MIN
18"1'-0" MIN
1'-10"12"
18" MIN.
4"4"10"12"18"12" SQ.
18" DIA.4'-0"2'-0"6'24"3'-0"9"6'-0"10"1'-0"4"6"6"6"2"28'12"12"PROTECTIVE TREE FENCING
SHALL BE SIX (6) FOOT HIGH
CHAIN LINK FENCE MOUNTED
ON EIGHT FOOT TALL, TWO
(2) INCH DIA. GALV. POSTS,
DRIVEN 24 INCHES INTO THE
GROUND AND SPACED NO
MORE THAN 10 FEET APART
NATURAL GRADE
TREE DRIPLINE
DRIVEWAY WHERE OCCURS
PER PLAN IF WITHIN FIVE
FEET OF EDGE OF TREE,THE
DRIVEWAY SHALL BE CON-
STRUCTED ON TOP OF GRADE
PROTECTIVE TREE FENCING
FIBER ROLLS
3/4" X 3/4" WOOD STAKES
STAKED AT 1/4 POINTS
REMOVABLE
DECORATIVE
METAL GRATE
(E) GROUND
6" DIA PVC
OUTLET
LAWN (TYP.)
NATURAL GRASSES AND PEA GRAVEL
(H) # 4 T&B
(V) #4 @ 18" O.C.
MORTAR SET PAVER
BASE LAYER No 57 AGGREGARE
3/4" CRUSHED ROCK
-THICKNESS PER SOIL
ENGINEER'S RECOMMENDATION
JOINT (NO 8 AGGREGATE)
1"-2" BEDDING (NO 8
AGGREGATE - CRUSHED ROCK
1/4" TO 3/8" SIZE) NO SAND
SUB-BASE LAYER No 2
AGGREGARE 2 1/2" CRUSHED
ROCK
-THICKNESS PER SOIL
ENGINEER'S RECOMMENDATION
NATURAL GRADE COMPACTED TO
95 % COMPACTION
CONC. GRADE BEAM AT
GARAGE FRONT - SEE STRUC
ENG'S PLANS & DETAILS, TYP.
CONSTRUCTION JOINT
CONCRETE FOOTING
SLOPE 1% MIN TO DRAIN
AT PAVER SET IN MORTAR
HEAVY-DUTY SLOTTED GRATE
ABT TF-14 PART #1503.14
FABRICATED OF DUCTILE IRON
AASHTO H-20 RATED OR EQUAL
#4 @ 18" O.C.
EACH WAY
COMPACTED FILL
SMOOTH TROWEL FINISH
PRECAST CONCRETE
TRENCH DRAIN SYSTEM
4" PERF. DRAIN PIPE W/ PERF.
FACING DOWN PER SOIL'S
ENGINEER RECOMMENDATION
GARAGE SLAB
GARAGE DOOR, S.A.D.
COMPACTED FILL
95% COMPACTION
2" SAND COVER
BASE ROCK- 12" MIN
COVER BELOW
ROAD SURFACE
6" DIA. SCHEDULE 80
PVC SOLID DRAIN LINE
S = 1% MIN.
80 mm THICK 'ECO-DUBLIN' BY BELGRAD®-
PERMEABLE PAVERS FOR VEHICLE TRAFFIC
PER MANUFACTURER'S SPEC & ICPI-49
O/ 2" BEDDING NO. 8 AGGREGATE (3/8")-NO SAND
O/ 4" NO. 57 AGGREGATE (3/4") CRUSHED
O/ 6" NO. 2 AGGREGATE (2 1/2") CRUSHED
PEA GRAVEL
6" DIA PVC
OUTLET
(E) GROUND
3/4" DRAINROCK
METAL GRATE
RIVER COBBLESTONE
80 mm THICK 'ECO-DUBLIN' BY
BELGRAD®- PERMEABLE PAVERS
FOR VEHICLE TRAFFIC PER
MANUFACTURER'S SPEC & ICPI-49
SAND
2" CATV
4" SAND
BACKFILL WITH NATIVE
MATERIAL PER SOILD
REPORT, 95% RELATIVE
COMPACTION
30" MIN.
U.N.O. PER PG&E REQ.
2" ELECTRIC
2" TELEPHONE
STRAW WATTLE WRAPPED AROUND
THE TRUNK UP TO 6'
2" MULCH
NATIVE GRASS MEDIUM
SEE PLAN
WHERE OCCURS
NATIVE UNDISTURBED SOIL
BOULDERS / RIVER ROCK
3/4" CLEAN
WASHED ROCK
"ENKAMAT" LINER OR EQUAL
AT SWALE
6" PLANTING MEDIUM
6" TO 12" SAND
FILTER FABRIC
GRADE
4" DIA PVC
OUTLET
DOWNSPOUT
12" SQ. CONC. BOX
PROPOSED BUILDING
DOWNSPOUT WHERE
OCCURS (TYP.)
SPLASHBLOCK WHERE
OCCURS (TYP.)
PROPOSED BUILDING
NATIVE UNDISTURBED SOIL
"ENKAMAT LINER BELOW SWALE
GRASSY SWALE SLOPE 2% MIN
CB1
CB2
OVERLAND RELEASE
=497.50'
NATIVE SOIL - DO
NOT COMPACT
RIM @ RETENTION
POND=498.00'
RIM @ RETENTION
POND=496.75'
12" PONDING DEPTH BIO-TREATMENT SOIL (BSM) MIX PER SPECS.
12" MIN OF CLASS II
BASE ROCK
18" BIO-TREATMENT SOIL
(BSM) MIX PER SPECS.
OVERFLOW RISER WITH GRATE CHRISTY
V12 12"X12" DRAIN BOX 6" MINIMUM
ABOVE LOW POINT OF PLANTING AREA
BOTTOM OF
RETENTION
POND=496.00'
GRASSPAVE2 SEE DET 13
MANAGEMENT OF ACTIVITIES
IN THE ROOT ZONE
NOTES:
1.TREE PROTECTIVE FENCING SHALL BE INSPECTED AND APPROVED BY CITY ARBORIST
PRIOR TO OBTAINING BUILDING DIVISION PERMITS.
2. NO EXCAVATION SHALL OCCUR UNDER THE TREE CANOPIES FOR
INSTALLATION OF UTILITIES OR DRIVEWAY.
3. NO FILL SOIL SHALL BE PLACED ANY CLOSER THAN
FIVE FEET OUTSIDE THE EDGE OF THE CANOPY OF ANY TREE ON PROPERTY.
4. UNLESS OTHERWISE APPROVED, ALL CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED
OUTSIDE THE DESGINATED FENCED AREA (EVEN AFTER FENCING IS REMOVED). THESE
ACTIVITIES INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, THE FOLLOWING:
DEMOLITION, GRADING, TRENCHING, EQUIPMENT CLENAING, STOCKPILING AND DUMPING
MATERIALS (INCLUDING SOIL FILL), AND EQUIPMENT/VEHICLE OPERATION AND PARKING.
5. THE DISPOSAL OF HARMFUL PRODUCTS, INCLUDING BUT NOT LIMITED TO CHEMICALS,
PAINT RINSE WATER, FUEL, CEMENT WATER RINSE, HERBICIDES, OR OTHER MATERIALS
IS PROHIBITED BENEATH TREE CANOPIES OR ANYWHERE ON SITE THAT ALLOWS
DRAINAGE BENEATH TREE CANOPIES.
6. THE FOLLOWING SIGNS WILL BE REQUIRED ON THE TREE PROTECTION FENCES:
"TREE PROTECTION FENCE - DO NOT MOVE OR REMOVE WITHOUT PRIOR APPROVAL OF
CITY ARBORIST.
INLET
BOX
3/4" X 3/4" WOOD STAKES (24" MIN.
LENGTH) AT 48" O.C. (TYP)
SET WATTLES INTO SLOPE
2" MIN. / 4" MAX.
RICE STRAW WATTLES (FIBER ROLL) 8" MIN
SLOPE BANK VARIES
PROVIDE 2'-0" MIN. LAP AT
FIBER ROLL SPLICES
PROVIDE WEEKLY INSPECTION & REINSTALL IF NECESSARY REPLACE EVERY 3
MONTHS.
ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF (6") SIX
INCHES4" max.SPACING ALONG SLOPES:
4:1 OR FLATTER = 20'-0" MAX.
4:1 - 2:1 15'-0" MAX.
2:1 OR GREATER = 10'-0" MAX
Slope
Varies
Min.2% MIN SLOPE MIN.SEE PLAN FOR
LENGTH OF GRASSY SWALE.
60" mm THICK PAVERS
MAY BE USED AT
PEDESTRIAN LOCATIONS
NOTE:
NOTE:
10
2% MIN SLOPE
MIN.3'-0"SLOPE PER PLAN
6
CT
NOTES:
PROVIDE BACKFILL (SAND OR NATIVE SOIL) CONTAINING NOT MORE THAN
OCCASIONAL ROUNDED ROCKS LESS THAN 1/2 INCH IN DIAMETER 4 INCHES
ABOVE ALL FACILITIES WITHIN TRENCH AREA.
3
ENSURE BACKFILL AND COMPACTION MEET ANY APPLICABLE PG&E, FEDERAL,
STATE OR LOCAL REQUIREMENTS.
PROVIDE ADDITIONAL DEPTH TO MAINTAIN THE REQUIRED SEPARATION AND
COVER IF FACILITIES CROSS ELECTRIC, TELEPHONE OR CABLE TELEVISION
FACILITIES.
1
E
2
4 MAINTAIN A PROPER SEPARATION BETWEEN PG&E FACILITIES AND "WET"
UTILITY LINES AS DESCRIBED IN UO STANDARDS S5453.
PROVIDE A MINIMUM OF 3' HORIZONTAL SEPARATION WITH A MINIMUM 1' OF
UNDISTURBED EARTH OR INSTALLATION OF A SUITABLE BARRIER BETWEEN
THE FACILITIES.
MECHANICAL DAMAGE TO THE MAIN
STEMS FROM EQUIPMENT OR HAND TOOLS
SHALL BE PREVENTED BY INSTALLING
STRAW WATTLE WRAPPING
OF THE TRUNKS UP TO 6 FEET AT
LOCATIONS INDICATED ON PLAN.
THE WATTLE WILL CREATE A POROUS
BARRIER AROUND THE TRUNK AND
PREVENT DAMAGE TO GTHE BARK AND
VASCULAR TISSUES UNDERNEATH.
VARIES - SEE PLAN
6" MIN. TO 12"
NOTE: SEE PLAN FOR WIDTH AND
LENGTH OF GRASSY SWALE.
2% MIN SLOPE
5% MIN. SLOPE
SLOPE 4% MIN. AT
PERVIOUS SURFACES
2% MIN. AT IMPERVIOUS
SURFACES
7
BUBBLER
6
C-6.0
RIM=497.17
INV=493.00'
BIORETENTION AREA ARE NOT INTENDED TO WORK AS
CONSTRUCTION - PHASE BMP'S. PROTECT THE AREA FROM
CONSTRUCTION SITE RUNOFF, DIVERT RUNOFF FROM UNSTABILIZED
AREAS AWAY FROM COMPLETED BIORETENTION AREAS.
MINIMIZE COMPACTION OF EXISTING SOILS IN THE LOCATION OF
BIORETENTION AREAS, PROTECT FROM CONSTRUCTION TRAFFIC.
TREES AND VEGETATION SHALL NOT BLOCK INFLOW, OR OBSTRUCT
UTILITIES.
I.P.M. (INTEGRATED PEST MANAGEMENT) PROCEDURES SHALL BE
IMPLEMENTED FOR MANTAINENCE CONTINUOUSLY FOR THE LIFE OF
THE PROJECT. (NO CHEMICAL PESTICIDES)
2%
2% MIN SLOPE 18" MIN. BSM18" MIN. BSM+/-
SEE LOCATION IN PLAN SEE LOCATION ON PLAN
TREE PROTECTION,
EROSION CONTROL
AND CONSTRUCTION
DETAILS
AS SHOWN
D.Z.
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
C-6.1
Belsare Thakur T23 10-06-20.pln10/23/20206:30 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
CONSTRUCTION
DETAILS
N/A
AS NOTED
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-1.0
Belsare Thakur T23 10-06-20.pln10/23/20206:30 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
C6.0
1
C6.0
2
EXISTING TREES TO
BE REMOVED
EXISTING WALLS
TO BE RELOCATED
EXISTING SHED
TO BE REMOVED
EXISTING HARDSCAPE
TO BE REMOVED
EXISTING OVERHEAD LINE
TO BE REMOVED
EXISTING IRON FENCE
TO BE REMOVED
EXISTING DECK
TO BE REMOVED
EXISTING SEPTIC TANK
TO BE REMOVED
EASEMENT PROPOSED
TO BE REMOVED
EXISTING TREES
TO REMAIN
EXISTING ELECTRIC
AND GAS METERS TO
BE ABANDONED
TREE PROTECTION
FENCING - SEE SHEET
T-1 FOR MORE INFO.
TREE PROTECTION -STRAW WATTLE
- SEE SHEET T-1 FOR MORE INFO.
EXISTING WOOD FENCE
TO BE REMOVED - TYP
EXISTING WOOD
FENCE TO BE
REMOVED - TYP
5055
0
0
5
0
0
495JPOHOHOHOHOH EM
OH
OH
OH
OHOH
GM
WM
S
A /C
SHED
EXISTING RESIDENCE
TO BE REMOVED
STEPSDECK
SEPTIC
SHED
TANK
EDGE OF
PAVEMENT
CP #6
18 " TREE
16 " TREE
8 " TREE 4 " TREE 4 " TREE
4 " TREE
4 " TREE
36 " TREE
4 " TREE
8 " TREE
CP #12
12 " TREE
6 " TREE
CP #11
46 " TREE
52 " TREE
36 " TREE
16 " TREE
40 " TREE
CP #13
60 " TREE
5 " TREE
5 " TREE
5 " TREE
AREA :
.1952 ACRES
8 ,504 SQ FT
DOC #24419830
DOC #24393862
DOC #21613384
DOC #11850604
DOC #22168700N5°24'00"E 50.02'N84°32'58"W 170.00'
N84°32'56"W 170.00'S5°24'00"W 50.02'WALNUT AVENUE30'30'
EDGE OF
PAVEMENT
FINISH
FLOOR :
505 .18 '
FINISH
FLOOR :
497 .55 'ALLEY PER"E" M 971 .00 '
2 .00 '
2 .00 '1 .00 '
16.00'
1.00'288ELECT MTR403.39289GAS MTR403.80
N
EXISTING /
DEMOLITION
SITE PLAN
1/8" = 1'- 0"
D.Z.
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-1.1
Belsare Thakur T23 10-06-20.pln10/23/20206:30 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
N
C6.0
1
C6.0
2
C6.0
11
A1.2
3
EXISTING SHED TO
BE REMOVED
EXISTING TREES TO
BE REMOVED
LINE OF EXISTING
RESIDENCE TO BE
REMOVED U.N.O.
EASEMENT PROPOSED
TO BE REMOVED
LIGHT SHADED WALLS
INDICATES EXISTING
WALLS RELOCATED
PROPOSED 3'-0"
SETBACKS AT GARAGE
1
2 3
4
5INDICATES PROPOSED
DRIVEWAY W/
PERMEABLE PAVERS
INDICATES PROPOSED
DRIVEWAY WITH
Grasspave2
PROPOSED CONCRETE
STEPPING STONES
SUMP PUMP #1
-SUBDRAIN
EJECT WATER
TO SWALE
SUMP PUMP #2
-LIGHTWELLS
EJECT WATER
TO SWALE
2
EXISTING TREES TO
BE REMOVED
TREE PROTECTION
-STRAW WATTLE
- SEE SHEET T-1
FOR MORE INFO.INDICATES TREE PROTECTION
FENCING PER TOWN OF LOS GATOS
GENERAL TREE PROTECTION
DIRECTIONS, TYP.STORM RETENTION
POND
(N) ADDRESS SIGNAGE/
IDENTIFICATION
INDICATES EXISTING WATER METER
LOCATION TO REMAIN (TYP.) U.N.O.
INDICATES 20' WIDE x 20' DEEP
INSIDE DIM. - TWO CAR GARAGE (TYP.) U.N.O.
INDICATES PROPOSED 6' HIGH
GOOD NEIGHBOR FENCE
(TYP.) U.N.O.
INDICATES EXISTING
BUILDING OUTLINE ON
ADJACENT LOT, TYP W A L N U T A V E .N 84 32'56" W 170.00
N 84 32'56" W 170.00
N 5 24'00" W 50.02'N 5 24'00" W 50.02'PROPOSED
TWO-CAR
GARAGE
LIGHT WELL
TERRACE
DECK
PROPOSED
RESIDENCE
PORCH
25 FT. FRONT YARD
SETBACK (PROPOSED)
19 FT. FRONT YARD
SETBACK ( EXISTING)5055005
0
0 495ALLEY PER
"E" M 97
11'-11"PROPOSEDSIDE SETBACK8'-0"REQUIREDSIDE SETBACK20'-0"
REQUIRED
SIDE SETBACK
72'-9"
PROPOSED SIDE SETBACK
495
WM
8'-10"DRIVEWAYLIGHT WELL
LIGHT WELL
8" HDPE - 403'STRUCTURE # 8-022-82
DEPTH 7.6'
STATION: 25'
LENGHT: 15'
DEPTH: 6.5'
LOC: 6' S of N PL
JP
S
EM
SITE PLAN LEGEND
PROPERTY LINE
SETBACK LINE
(E) GRADE MINOR CONTOUR LINE
(E) GRADE MAJOR CONTOUR LINE
PROPOSED GRADE CONTOUR LINE
TREE PROTECTION FENCING
TREE PROTECTION STRAW WATTLE
NOTE:
ALL EXISTING TREES TO REMAIN AND TO BE PROTECTED DURING
CONSTRUCTION -TYP. SEE SHEET T-1.0
FENCE
GAS LINE
WATER LINE
ELECTRIC LINE
JOINT TRENCH
SANITARY SEWER LINE
PROPOSED RESIDENCE
EXISTING HOUSE & SHED
TO BE REMOVED
FF
MBINDICATES MAILBOX
JP WM
EM
INDICATES JOINT SERVICES POLE
INDICATES FINISH FLOOR
MHINDICATES MANHOLE
INDICATES WATER METER
INDICATES ELECTRIC METER
DESCRIPTION EXISTING TO REMAIN PROPOSED
EXISTING TREE
TO REMAIN
PROPOSED PERMEABLE
PAVERS AT DRIVEWAY
PROPOSED GRASSPAVE2
AT DRIVEWAY
PROPOSED HARDSCAPE
EXISTING TREE
TO BE REMOVED
PLEASE SEE TREE INVENTORY, ASSESSMENT AND PROTECTION
PREPARED BY MICHAEL P. YOUNG, JUNE 15, 2020 ON SHEET T-1.0
LIGHT SHADED WALLS
INDICATES EXISTING
WALLS RELOCATED
SP2
CO
CO
SP18'-0"REQUIRED& PROPOSEDSETBACK10' MIN.REMOVED
CAPPED
27'-0"
INDICATES (N) ELEC.
METER LOCATION
FIRE PROTECTION WATER
AN AUTOMATIC NFPA 13 FIRE SPRINKLER SYSTEM
APPROVED BY THE SANTA CLARA COUNTY FIRE
DEPARTMENT SHALL BE INCLUDED IN ALL PORTIONS
OF THE BUILDING. THREE SETS OF PLANS PREPARED
BY A SPRINKLER CONTRACTOR SHALL BE SUBMITTED
TO THE SANTA CLARA COUNTY FIRE DEPARTMENT
(14700 WINCHESTER BLVD., LOS GATOS, CA 95032)
FOR REVIEW AND APPROVAL. THE SPRINKLERS
SHALL BE INSPECTED AND APPROVED BY THE FIRE
DEPARTMENT PRIOR TO FINAL INSPECTION AND
OCCUPANCY OF THE BUILDING.
A. AN APPROVED AUTOMATIC FIRE SPRINKLER
SYSTEM, HYDRAULICALLY DESIGNED IN ACCORDANCE
WITH NFPA STANDARD 13 -2013 EDITION AND
LOCAL ORDINANCES SHALL BE INSTALLED
THROUGHOUT THE ENTIRE STRUCTURE. THE FIRE
SPRINKLER SYSTEM SUPPLY VALVING, FIRE
DEPARTMENT CONNECTION (FDC), ETC., SHALL BE
INSTALLED AS REQUIRED TO COMPLY WITH NFPA 13
REQUIREMENTS.
B. FAST RESPONSE FIRE SPRINKLER HEADS SHALL BE
INSTALLED THROUGHOUT THE GARAGE AND ALL
CONTIGUOUS AREAS WITHIN THE STRUCTURE.
C. A STATE OF CALIFORNIA LICENSED FIRE
PROTECTION CONTRACTOR SHALL PROVIDE (3)
COPIES OF THE WORKING DRAWINGS,
CALCULATIONS, A COMPLETED PERMIT APPLICATION
AND APPROPRIATE FEES TO THE FIRE DEPARTMENT
FOR REVIEW AND APPROVAL PRIOR TO BEGINNING
OF WORK.
D. THE FIRE DISTRICT MUST ISSUE A PERMIT PRIOR
TO THE INSTALLATION OF THE FIRE SPRINKLER
SYSTEM.
E. THE SPRINKLER CONTRACTOR MUST HAVE A CITY
BUSINESS LICENSE AND WORKER'S COMPENSATION
CERTIFICATE.
F. A FLAT CEILING IS REQUIRED IN AREAS
INCORPORATING AN AUTOMATIC FIRE SPRINKLER
SYSTEM TO ASURE PROPER FUNCTIONING OF THE
SPRINKLER HEADS.
FIRE DEPARTMENT NOTES
A. CLASS 'A' ROOF ASSEMBLY IS REQUIRED. SEE
PROVIDED DETAILS ON AD SHEETS.
B. MIN. 1/2" SPARK ARRESTOR SHALL BE PROVIDED
FOR EACH CHIMNEY.
C. COMBUSTIBLE VEGETATION SHALL BE REMOVED
WITHIN 30FT TO 100FT. OF STRUCTURE AND BE IN
COMPLIANCE WITH CBC SEC 701A.3.2.4 PRIOR TO
PROJECT FINAL APPROVAL.
WATER SUPPLY REQUIREMENTS
POTABLE WARER SUPPLIES SHALL BE PROTECTED
FROM CONTAMINATION CAUSED BY FIRE
PROTECTION WATER SUPPLIES. IT IS THE
RESPONSIBILITY OF THE APPLICANT AND ANY
CONTRACTORS AND SUBCONTRACTORS TO CONTACT
THE WATER PURVEYOR SUPPLYING THE SITE OF
SUCH PROJECT, AND TO COMPLY WITH THE
REQUIREMENTS OF THAT PURVEYOR. SUCH
REQUIREMENTS SHALL BE INCORPORATED INTO THE
DESIGN OF ANY WATER-BASED FIRE PROTECTION
SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY
SYSTEMS OR STORAGE CONTAINERS THAT MAY BE
PHYSICALLY CONNECTED IN ANY MANNER TO AN
APPLIANCE CAPABLE OF CAUSING CONTAMINATION
OF THE POTABLE WATER SUPPLY OF THE PURVEYOR
OF RECORD. FINAL APPROVAL OF THE SYSTEM(S)
UNDER CONSIDERATION WILL NOT BE GRANTED BY
THE FIRE DEPARTMENT UNTIL COMPLIANCE WITH
THE REQUIREMENTS OF THE WATER PURVEYOR OF
RECORD ARE DOCUMENTED BY THAT PURVEYOR AS
HAVING BEEN MET BY THE APPLICANT(S).
CONSTRUCTION SITE FIRE SAFETY
ALL CONSTRUCTION SITES MUST COMPLY WITH
APPLICABLE PROVISIONS OF THE CFC CHAPTER 33
AND THE FIRE DEPARTMENT'S STANDARD DETAIL
AND SPECIFICATION SI-7. PROVIDE APPROPRIATE
NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS
APPROPRIATE TO THE PROJECT. CFC CHP.33
G. THE BUILDING SHALL BE PROVIDED WITH AN
AUTOMATIC FIRE EXTINGUISHING SYSTEM.
SPRINKLER CONTROL VALVES SHALL BE LOCATED TO
ALLOW CONTROL OF THE SPRINKLER RISER FROM
OUTSIDE THE BUILDING. SUBMIT SHOP DRAWINGS (3
SETS) AND A PERMIT APPLICATION TO THE FIRE
PREVENTION DIVISION FOR REVIEW AND APPROVAL
BEFORE INSTALLING THE SYSTEM. CALL (408) 378-
4010 FOR MORE INFORMATION.
SMOKE ALARMS
PER CBC #907.2.9.2, SMOKE ALARMS SHALL BE
INSTALLED IN ACCORDANCE WITH CBC #907.2.11.
EGRESS DOORS
EGRESS DOORS SHALL BE READILY OPENABLE FROM
THE EGRESS SIDE WITHOUT THE USE OF A KEY,
THUMB TURN, OR ANY SPECIAL KNOWLEDGE OR
EFFORT. MANUALLY OPERATED FLUSH BOLTS OR
SURFACE BOLTS ARE NOT PERMITTED, UNLESS ANY
OF THE EXCEPTIONS TO THE SECTION 1008.1.9.4 ARE
MET. (CBC #1008.1.9)
PREMISES IDENTIFICATION / PROJECT ADDRESS
APPROVED NUMBERS OR ADDRESSES SHALL BE
PLACED ON ALL NEW AND EXISTING BUILDINGS IN
SUCH A POSITION AS TO BE PLAINLY LEGIBLE AND
VISIBLE FROM THE STREET OR ROAD FRONTING THE
PROPERTY. SAID NUMBERS SHALL CONTRAST WITH
THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE
CODE OFFICIAL, ADDRESS NUMBERS SHALL BE
ARABIC NUMBERS OR ALPHABETICAL LETTERS.
NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH
WITH A MINIMUM STROKE OF 0.5 INCH. (CFC/505.1)
WILDLAND / URBAN INTERFACE FIRE AREA
THIS PROJECT IS LOCATED WITHIN THE DESIGNATED
WILDLAND URBAN INTERFACE AREA. THE BUILDING
CONSTRUCTION SHALL COMPLY WITH THE
PROVISIONS OF THE CALIFORNIA BUILDING CODE
(CBC) CHAPTER 7A. & R327
THE FOLLOWING CONDITIONS SHALL APPLY:
SITE PLAN
1/8" = 1'- 0"
D.Z.
FIRE DEPARTMENT NOTES
SITE PLAN LEGEND
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-1.2
Belsare Thakur T23 10-06-20.pln10/23/20206:30 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
F.F. = 491.33'
T.P. = 522.17'
F.F. = 514.17'
F.F. = 501.67'
F.F. = 505.17'
F.S. = 492.50'
INDICATES EXISTING
RESIDENCE PROFILE
32 WALNUT AVENUE
PL
PL
PL
WALNUT AVENUE
PL
PL
510
520
480
500
490
510
520
500
490
530
540
PALM AVENUE
25 WALNUT AVENUE
530
540
45 PALM AVENUE
INDICATES SITE SECTION LINE
PROPOSED RESIDENCE
S1 S1
P R O F I L E "A"P R O F I L E "B"30 WALNUT AVE.
18 WALNUT AVE.
360 PENNSYLVANIA AVE.
358
PENNSYLVANIA
AVE.
7 WALNUT AVE.
15 WALNUT AVE.
25 WALNUT AVE.
33 WALNUT AVE.
41 WALNUT AVE.
45 WALNUT AVE.
32
WALNUT AVE.
34 WALNUT AVE.
69
HERNANDEZ
AVE.6'-0"1'-0"2'-0"6'-0"1x2 P.T.D.F. EACH
SIDE OF 1x8
2x4 P.T.D.F. FLAT ON
TOP 2x8 P.T.D.F.
KICK BOARD
4x4 P.T.D.F. POST @ 8'-0" O.C.
1x2 P.T.D.F. EACH
SIDE OF 1x8
2x4 P.T.D.F. FLAT ON
TOP OF POSTS
4x4 P.T.D.F. POST
@ 8'-0" O.C.
1x8 P.T.D.F.
STAGGERED
COLUMN TUB FOR FENCE POSTS
2x4 P.T.D.F. FLAT ON TOP OF POSTS
1x8 P.T.D.F. STAGGERED
INDICATES GRADE
ELEVATION
2x4 P.T.D.F. FLAT ON TOP 2x8 P.T.D.F.
12" DIA. CONCRETE
PIER - SLOPED AT TOP
PLAN VIEW
ELEVATION
SECTION
N
2. NEIGHBORHOOD PLAN
NEIGHBORHOOD
PLAN
AS SHOWN
D.Z.
SITE SECTION
GOOD NEIGHBOR FENCE DETAIL
1. SITE SECTION
SCALE: 1" = 20'
3. GOOD NEIGHBOR FENCE DETAIL
SCALE: 1/2" = 1'-0"
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-1.3
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
33 WALNUT AVE.
360 PENNSYLVANIA AVE.
7 WALNUT AVE.25 WALNUT AVE.41 WALNUT AVE.45 WALNUT AVE.
32 WALNUT AVE.34 WALNUT AVE.69 HERNANDEZ AVE.30 WALNUT AVE.18 WALNUT AVE.
15 WALNUT AVE.33 WALNUT AVE.
OUTLINE OF PROPOSED RESIDENCE
AS SHOWN
STREET
PROFILES
STREET PROFILE 'A'
STREET PROFILE 'B'
STREET PROFILE 'B'
SCALE: 1/16" = 1'-0"
STREET PROFILE 'A'
SCALE: 1/16" = 1'-0"
TS
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-1.4
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
N
SHADOW
STUDY DIAGRAM
DZ
N.T.S.
SUMMER SOLSTICE JUNE 21ST
WINTER SOLSTICE DECEMBER 21ST
9:00 AM NOON 3:00 PM
NOTE: SHADOW STUDY FOR ALL
DIAGRAMS DOES NOT
INCLUDE ANY EXISTING TREES
9:00 AM NOON 3:00 PM W A L N U T A V E N U EW A L N U T A V E N U EW A L N U T A V E N U EW A L N U T A V E N U EW A L N U T A V E N U EW A L N U T A V E N U E2
STORIES
1
STORY
2
STORIES
1
STORY
2
STORIES
1
STORY
2
STORIES
1
STORY
2
STORIES
1
STORY
2
STORIES
1
STORY
1
STORY
1
STORY
1
STORY
1
STORY
1
STORY
1
STORY
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-1.5
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
(P) LIGHT 'A'
-TYP. OF 4
(P) LIGHT 'A'
-TYP. OF 3
(P) LIGHT 'B'
-TYP. OF 4
(P) LIGHT 'B'
-TYP. OF 2
@ LIGHTWELL
W A L N U T A V E .N 84 32'56" W 170.00
N 84 32'56" W 170.00
N 5 24'00" W 50.02'N 5 24'00" W 50.02'PROPOSED
TWO-CAR
GARAGE
LIGHT WELL
TERRACE
DECK
PROPOSED
RESIDENCE
PORCH
5055005
0
0 495495
WM
LIGHT WELL
LIGHT WELL
'A'
'B''B'
'B'
'A'
'B'
'B'
TOTAL (P) LIGHT 'B': 6
TOTAL (P) LIGHT 'A': 7
'B'
N
PROPOSED
EXTERIOR
LIGHTING PLAN
1/8" = 1'-0"
D.Z.
PROPOSED WALL
MOUNTED LIGHT 'B'
PROPOSED EXTERIOR SOFFIT
RECESSED MOUNT LIGHT 'A''HALO' 4" DIA. LED LIGHTING H456ICAT120D WITH LENS
RECESSED MOUNT CEILING FIXTURE
HOUSING
ENGINE
4" RECESSED DOWNLIGHTING TRIM
"ELLINGTON DARK SKY TRADITIONAL"
OUTDOOR WALL SCONCE
THIS DESIGNERS FOUNTAIN COLLECTION OF ELLINGTON
DARK SKY TRADITIONAL OUTDOOR
WALL SCONCE OFFERS QUALITY OUTDOOR LIGHTING. THE
DARK SKY WALL SCONCE ARE
DESIGNED TO MINIMIZE GLARE AND REDUCE LIGHT
TRESPASS. THE INTRICATE DESIGN OF C-LIKE
SHAPES GIVES THIS CAST ALUMINUM WALL SCONCE A
BEAUTIFUL MEDITERRANEAN PATINA FINISH.
FEATURES
· SAFETY RATING: UL/CUL
· LOCATION RATING: WET
· DARK SKY: YES
· MODEL#: XFD-PM-12113
· ORIGIN: CN
· WALL PROJECTION: 11.75"
· FINISH: MEDITERRANEAN PATINA
· MATERIAL: CAST ALUMINUM
· LAMPING: (1) 100W 120V INCANDESCENT, MEDIUM BASE (E26)
· DIMENSION: 16.25" (H) x 9" (W) x 11.75" (L)
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-2.0
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
DENOTES SETBACK LINE - TYP.
DENOTES EXISTING WALLS
TO BE RELOCATED -TYP.
DENOTES EXISTING WALLS
TO BE REMOVED -TYP.
REMOVE ALL CABINETRY,
PLUMBING FIXTURES
AND APPLIANCES -TYP.
REMOVE ALL FLOORS -TYP.
LIVING ROOM
BEDROOM
DINING ROOM KITCHEN
FAMILY ROOM
M. BEDROOM
CLOSET
BATHROOM
ENTRY
PORCH
1,031 SQ. FT.
HATCHED AREA DENOTES
EXISTING ENTRY
PORCH TO BE REMOVED -TYP.
EXISTING WALL /AREA
TO BE RELOCATED -TYP.
HATCHED AREA DENOTES
EXISTING AREA OF THE
RESIDENCE
TO BE REMOVED -TYP.
EXISTING WALLS
TO BE RELOCATED
-TYP.HATCHED AREA DENOTES
EXISTING AREA OF THE
RESIDENCE
TO BE REMOVED -TYP.
HATCHED AREA DENOTES
EXISTING AREA OF THE
RESIDENCE
TO BE REMOVED -TYP.
EXISTING WALLS / AREA
TO BE RELOCATED -TYP. .
HATCHED AREA DENOTES
EXISTING AREA OF THE
RESIDENCE
TO BE REMOVED -TYP.
N
EXISTING
RESIDENCE
FLOOR PLAN
1/4" = 1'- 0"
EXISTING FLOOR PLAN
T.S., D.Z.
WEST ELEVATION
SOUTH ELEVATION EAST ELEVATION
NORTH ELEVATION
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-3.0
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
A
A-6.0
A
A-6.0BA-6.0BA-6.072'-2"13'-0"
2'-1"11'-8"24'-111/2"33'-51/2"7'-31/2"5'-81/2"
72'-2"13'-0"
10'-7"23'-41/2"16'-81/2"21'-6"13'-0"30'-1/2"3'-11"2'-1"9'-101/2"12'-21/2"2'-0"30'-1/2"11'-11"16'-91/2"1'-4"DENOTES WALLS FROM EXISTING
RESIDENCE RELOCATED
DENOTES PROPOSED WALLS
(TYPICAL)UNSHADED AREAS
REPRESENTS THE
NEW ADDITION
DENOTES 5' X 5' LEVEL LANDING AREA, NO
MORE THAN 1/2" OUT OF PLANE WITH THE
IMMEDIATE INTERIOR FLOOR LEVEL AND
PROVIDING A STRIKE CLEARANCE GREATER
THAN 18" PER TOWN OF LOS GATOS
RESOLUTION 1994-61
LIBRARY
PORCH UP
UP
DN
LAUNDRY
ROOM
BEDROOM 3
BATH
DINING ROOM
KITCHEN
FAMILY ROOM
ETHANOL
FIREPLACE
PANTRY
WASHER DRYER
LINEN
LINEN
LIGHT
WELL
TERRACE
DECK
TRASH
CANS
UP
METERS
BUILT - IN
DESK
UPREF18'-0" X 18'-0"
11'-0" X 16'-0"LIGHTWELLLIGHT
WELL
UP
UP CA-6.0CA-6.0TWO-CAR
GARAGE
UP
INDICATES 20'-0" x 20'-0" CLEAR
- REQUIRED 2 CARS PARKING DIMENSIONS
N
MAIN FLOOR
PLAN
1/4" = 1'- 0"
NOTE: ALL EXTERIOR FIXTURES INCLUDING
LANDSCAPE LIGHTING SHALL COMPLY WITH
TOWN REQUREMENTS TO BE DOWNWARD
DIRECTED AND SHIELDED AND THE GLASS
SHALL BE OBSCURED, NOT CLEAR.
T.S.
GARAGE FLOOR PLAN
GARAGE FLOOR PLAN
MAIN FLOOR PLAN
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-3.1
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
A
A-6.0
A
A-6.0BA-6.0BA-6.072'-2"
14'-2"9'-10"26'-81/2"21'-6"
72'-2"
13'-9"54'-61/2"3'-11"30'-1/2"3'-11"11'-2"12'-111/2"2'-0"30'-1/2"3'-11"7'-7"18'-7"BEDROOM 3
BATH
3
OPEN TO
BELOW
YOGA ROOM
MASTER BEDROOM
SITTING
AREA
MASTER
BATHROOM
WALK IN
CLOSET
WALK IN
CLOSET
ETHANOL
FIREPLACEWALK IN
CLOSET
UP
12'-6" X 13'-8"
14'-8" X 16'-8"
4'-0" X 7'-0"7'-6" X 7'-0"
5'-9" X 10'-2"
N
UPPER FLOOR
PLAN
1/4" = 1'- 0"
NOTE: ALL EXTERIOR FIXTURES INCLUDING
LANDSCAPE LIGHTING SHALL COMPLY WITH
TOWN REQUREMENTS TO BE DOWNWARD
DIRECTED AND SHIELDED AND THE GLASS
SHALL BE OBSCURED, NOT CLEAR.
T.S.
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-3.2
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
A
A-6.0
A
A-6.0BA-6.0BA-6.072'-2"
13'-9"20'-3"16'-81/2"21'-6"
72'-2"
13'-9"24'-111/2"17'-3"10'-41/2"5'-10"30'-1/2"3'-11"26'-2"30'-1/2"DENOTES PROPOSED
WALLS (TYPICAL)MURPHY BEDTHEATRE
BONUS
ROOM
AIR
COND.
BUILT
IN
UP
LIGHT
WELL
RECREATION
ROOM
GYM
CLOSET
BATH 4
MECHANICAL
ROOM
UP
UP
LIGHT
WELL
BUILT
IN
BUILT
IN CLO.UPAIR
COND.
LIGHT
WELL
N
LOWER
FLOOR PLAN
1/4" = 1'- 0"
T.S.
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-4.0
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
A
A-6.0
A
A-6.0BA-6.0BA-6.08:12PITCH8:12PITCH0.5:12PITCH0.5:12
PITCH
8:12
PITCH
8:12
PITCH
8:12
PITCH
8:12
PITCH
8:12
PITCH
8:12
PITCH
8:12PITCH8:12PITCH8:12PITCH8:12PITCH4:12PITCH8:12PITCH8:12
PITCH
8:12
PITCH
8:12
PITCH
8:12PITCHN
PROPOSED
ROOF PLAN
1/4" = 1'- 0"
NOTE: ALL EXTERIOR FIXTURES INCLUDING
LANDSCAPE LIGHTING SHALL COMPLY WITH
TOWN REQUREMENTS TO BE DOWNWARD
DIRECTED AND SHIELDED AND THE GLASS
SHALL BE OBSCURED, NOT CLEAR.
T.S.
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-5.0
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
GREY POURED IN PLACE CONCRETE
11
1
2
3
4
5
7
8
9
10
6
12
13
8E
F.F. = 505.17'
HIGHEST ELEVATION POINT
528.75'
T.P. = 513.17'
T.P. = 515.17'
T.P. = 522.17'
1
2
3
6
54
8E
8E
8
7
10
12 A
EP = FG = 502.42'
EP = FG = 503.08'
FG = 503.08'INDICATES NATURAL GRADE
AND PROPOSED FINISHED GRADE
AT THE FACE OF THE WALL
HP= 519.77'
HP= 523.69'
INDICATES NATURAL GRADE
AT THE FACE OF THE WALLEP = 501.82'
INDICATES PROPOSED FINISHED
GRADE ATTHE FACE OF THE WALL
EXTERIOR FINISHES
ROOF:
GUTTERS, DOWNSPOUTS
SCUPPERS:
EXTERIOR WALLS:
EXTERIOR WALLS:
EXTERIOR WALLS:
EXTERIOR WALLS:
ENTRY DOOR:
GARAGE DOOR:
DRIVEWAY:
STEPPING STONES:
EXISTING HORIZONTAL WOOD
SIDING - AT RELOCATED WALL
-LIGHT YELLOW COLOR
CUSTOM 26 GA.
BONDERIZED METAL
- WHITE COLOR
EXISTING DOOR TO REMAIN
'CARRIAGE' STYLE WOOD DOOR
-WHITE COLOR
WITH TEMPERED GLASS
'ECO-DUBLIN' PERMEABLE
PAVERS - VICTORIAN COLOR
BY 'BELGRAD'
KOLBE & KOLBE WOOD WINDOWS
TO MATCH EXISTING
- WHITE COLOR
FG = FINISHED GRADE
NG = NATURAL GRADE
EP = EXISTING POINT AT GRADE
TP = TOP PLATE
FF = FINISHED FLOOR
FS = FINISHED CONCRETE SLAB
EXTERIOR ELEVATION LEGEND
WINDOWS
EXISTING WOOD SHINGLES
- AT RELOCATED WALL
-LIGHT YELLOW COLOR
1 x 8 HORIZONTAL 'V' GROOVE
WOOD SIDING
-TO MATCH EXISTING COLOR
'CEDAR VALLEY' SHINGLE SIDING
-PRODUCT: INDIVIDUAL DECORATOR
SHINGLES -TO MATCH EXISTING
SHAPE AND COLOR.
TRIMS, WATER TABLE 1 x 4 WOOD TRIM
TO MATCH EXISTING
-WHITE COLOR
'GRASSPAVE2' -POROUS PAVER
BY ' INVISIBLE STRUCTURES'
CLASS -A 'CERTAINTEED'
ASPHALT SHINGLES STYLE
-LANDMARK PRO
- COLOR-MAX DEF PEWTER
EXTERIOR DOORS KOLBE & KOLBE WOOD DOORS
W/ TRUE DIVIDED LIGHTS
- WHITE COLOR
A.
B.
EXISTING WINDOWS EXISTING WINDOWS TO REMAIN
32
T.P. = 522.17'
F.F. = 514.17'
F.F. = 501.67'
F.F. = 505.17'
T.P. = 515.17'
F.F. = 502.67'
1
2
6
5
8
8
1
2
3
7 7
6
5
HP= 527.42'
INDICATES NATURAL GRADE
AT THE FACE OF THE WALL INDICATES PROPOSED FINISHED
GRADE ATTHE FACE OF THE WALL
EP = FG = 503.08'
FG = 503.08'
FG = 500.50'
FG = 501.00'
FG = 499.17'
HIGHEST ELEVATION POINT
528.75'
FG = 500.50'FG = 499.50'
HP= 528.42'
INDICATES 30' VERTICAL DISTANCE
FROM THE NATURAL GRADE AT
THE FACE OF THE WALL
INDICATES PROPOSED FINISHED
GRADE AT DRIVEWAY
INDICATES NATURAL GRADE
AT THE FACE OF THE WALL
N
N
EXTERIOR
ELEVATIONS
1/4" = 1'-0"
WEST ELEVATION
SOUTH ELEVATION
WEST ELEVATION
SOUTH ELEVATION
D.Z.
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-5.1
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
GREY POURED IN PLACE CONCRETE
11
1
2
3
4
5
7
8
9
10
6
12
13
F.F. = 501.67'
HIGHEST ELEVATION POINT
528.75'
T.P. = 513.17'
T.P. = 522.17'
F.F. = 514.17'
1
2
6
5
8
7
12 A 9
12 B
5
7
7
INDICATES PROPOSED FINISHED
GRADE ATTHE FACE OF THE WALL
FG = 501.50'
INDICATES PROPOSED FINISHED
GRADE AT DRIVEWAY
INDICATES 30' VERTICAL DISTANCE
FROM THE NATURAL GRADE AT
THE FACE OF THE WALL
INDICATES NATURAL GRADE
AT THE FACE OF THE WALL
INDICATES PROPOSED STORMWATER
DETENTION POND RIM ELEVATION =498.00'
FG = 501.50'
EXTERIOR FINISHES
ROOF:
GUTTERS, DOWNSPOUTS
SCUPPERS:
EXTERIOR WALLS:
EXTERIOR WALLS:
EXTERIOR WALLS:
EXTERIOR WALLS:
ENTRY DOOR:
GARAGE DOOR:
DRIVEWAY:
STEPPING STONES:
EXISTING HORIZONTAL WOOD
SIDING - AT RELOCATED WALL
-LIGHT YELLOW COLOR
CUSTOM 26 GA.
BONDERIZED METAL
- WHITE COLOR
EXISTING DOOR TO REMAIN
'CARRIAGE' STYLE WOOD DOOR
-WHITE COLOR
WITH TEMPERED GLASS
'ECO-DUBLIN' PERMEABLE
PAVERS - VICTORIAN COLOR
BY 'BELGRAD'
KOLBE & KOLBE WOOD WINDOWS
TO MATCH EXISTING
- WHITE COLOR
FG = FINISHED GRADE
NG = NATURAL GRADE
EP = EXISTING POINT AT GRADE
TP = TOP PLATE
FF = FINISHED FLOOR
FS = FINISHED CONCRETE SLAB
EXTERIOR ELEVATION LEGEND
WINDOWS
EXISTING WOOD SHINGLES
- AT RELOCATED WALL
-LIGHT YELLOW COLOR
1 x 8 HORIZONTAL 'V' GROOVE
WOOD SIDING
-TO MATCH EXISTING COLOR
'CEDAR VALLEY' SHINGLE SIDING
-PRODUCT: INDIVIDUAL DECORATOR
SHINGLES -TO MATCH EXISTING
SHAPE AND COLOR.
TRIMS, WATER TABLE 1 x 4 WOOD TRIM
TO MATCH EXISTING
-WHITE COLOR
'GRASSPAVE2' -POROUS PAVER
BY ' INVISIBLE STRUCTURES'
CLASS -A 'CERTAINTEED'
ASPHALT SHINGLES STYLE
-LANDMARK PRO
- COLOR-MAX DEF PEWTER
EXTERIOR DOORS KOLBE & KOLBE WOOD DOORS
W/ TRUE DIVIDED LIGHTS
- WHITE COLOR
A.
B.
T.P. = 522.17'
F.F. = 514.17'
F.F. = 501.67'
F.F. = 505.17'
T.P. = 515.17'
F.F. = 502.67'
1
2
6
5
8
8
2
3
7 7
6
5
1
T.P. = 513.17'
8E
INDICATES NATURAL GRADE
AND PROPOSED FINISHED GRADE
AT THE FACE OF THE WALL
INDICATES PROPOSED FINISHED
GRADE ATTHE FACE OF THE WALL
HIGHEST ELEVATION POINT
528.75'
FG = 498.67'FG = 498.33'
FG = 499.00'FG = 499.75'FG = 501.33'
FG = 502.00'FG = 502.42'
HP= 527.42'
HP= 528.42'
INDICATES 30' VERTICAL DISTANCE
FROM THE NATURAL GRADE AT
THE FACE OF THE WALL
INDICATES NATURAL GRADE
AT THE FACE OF THE WALL
INDICATES NATURAL GRADE
AT THE FACE OF THE WALL
INDICATES NATURAL GRADE
AND PROPOSED FINISHED GRADE
AT THE FACE OF THE WALL
INDICATES PROPOSED FINISHED
GRADE ATTHE FACE OF THE WALL
N
N
EAST ELEVATION
NORTH ELEVATION
EXTERIOR
ELEVATIONS
1/4" = 1'-0"
WEST ELEVATION
SOUTH ELEVATION
D.Z.
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-5.2
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCEGREY POURED IN PLACE CONCRETE
1
2
3
4
5
7
6
8
HIGH EDGE OF
F.S. = 495.08'
TOP OF PARAPET
= 508.08'
2
T.P. = 503.08'
LOW EDGE OF
F.S. = 494.83'
3
4
5
6
7
8
INDICATES 15' VERTICAL DISTANCE
FROM THE FINISHED GRADE
INDICATES 15' VERTICAL DISTANCE
FROM THE NATURAL GRADE
AT THE FACE OF THE WALL
INDICATES NATURAL GRADE
AT THE FACE OF THE WALL
INDICATES PROPOSED GRADE
AT THE FACE OF THE WALL
EP = FG = 495.00'
GARAGE EXTERIOR FINISHES
ROOF:
SCUPPERS &
DOWNSPOUTS:
EXTERIOR WALLS:
GARAGE DOOR:
DRIVEWAY:
STEPPING STONES:
CUSTOM 26 GA.
BONDERIZED METAL
- TO MATCH SIDING COLOR
'CARRIAGE' STYLE WOOD DOOR
-WHITE COLOR
WITH TEMPERED GLASS
FG = FINISHED GRADE
NG = NATURAL GRADE
EP = EXISTING POINT AT GRADE
TP = TOP PLATE
FF = FINISHED FLOOR
FS = FINISHED CONCRETE SLAB
EXTERIOR ELEVATION LEGEND
1 x 8 HORIZONTAL 'V' GROOVE
WOOD SIDING
-TO MATCH EXISTING COLOR
TRIMS, TRELLIS 1 x 4 WOOD TRIM ,
6 X 10 W/ 4 x 8 WOOD TRELLIS
TO MATCH EXISTING
-WHITE COLOR
'GRASSPAVE2' -POROUS PAVER
BY ' INVISIBLE STRUCTURES'
STONE PAVERS O/ 'BISON' IP
"VERSADJUST" ADJUSTABLE
DECK SUPPORTS
GATE IRON GATE
TOP OF PARAPET
= 508.08'
T.P. = 503.08'
3
4
LOW EDGE OF
F.S. = 494.83'
HIGH EDGE OF
F.S. = 495.08'
4
INDICATES 15' VERTICAL DISTANCE
FROM THE NATURAL GRADE
AT THE FACE OF THE WALL
2
EP = FG = 495.71'14'-10"INDICATES 15' VERTICAL DISTANCE
FROM THE NATURAL GRADE
AT THE FACE OF THE WALL
INDICATES NATURAL GRADE
TO REMAIN AT THE FACE OF THE WALL
TOP OF PARAPET
= 508.08'
T.P. = 503.08'
3
4
EP = FG = 493.25'
HIGH EDGE OF
F.S. = 495.08'
EP = FG = 495.71'PROPOSED MAXIMUM HEIGHT AT GARAGE14'-10"INDICATES 15' VERTICAL DISTANCE
FROM THE NATURAL GRADE
AT THE FACE OF THE WALL
HIGH EDGE OF
F.S. = 495.08'
TOP OF PARAPET
= 508.08'
T.P. = 503.08'
3
4
4
LOW EDGE OF
F.S. = 494.83'
INDICATES NATURAL GRADE
AT THE FACE OF THE WALL
INDICATES PROPOSED GRADE
AT THE FACE OF THE WALL
INDICATES NATURAL GRADE
TO REMAIN AT THE FACE OF THE WALL
2
EP = FG = 493.25'
EP = FG = 495.00'PROPOSED MAXIMUM HEIGHT AT GARAGE8'-0"3'-6"INDICATES 15' VERTICAL DISTANCE
FROM THE FINISHED GRADE
INDICATES 15' VERTICAL DISTANCE
FROM THE NATURAL GRADE
1/8" SLOPED CONRETE SLABHIGH EDGE OF
F.S. = 495.08'
TOP OF PARAPET
= 508.08'
GARAGE
GARDEN TERRACE
GARAGE
SECTION &
EXTERIOR
ELEVATIONS
1/4" = 1'-0"
D.Z.
EAST ELEVATION
NORTH ELEVATION
WEST ELEVATION
SOUTH ELEVATION
SECTION 'C'
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-6.0
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
NA
NB
F.F. = 491.33'
INDICATES NATURAL GRADE
INDICATES PROPOSED GRADE
INDICATES PROPOSED GRADE
INDICATES 30' VERTICAL DISTANCE
FROM THE EXISTING GRADE AT
STRUCTURE LOCATED ABOVE CELLAR
T.P. = 522.17'
F.F. = 514.17'
F.F. = 501.67'
F.F. = 505.17'
F.S. = 492.50'
INDICATES EXISTING
RESIDENCE PROFILE
F.F. = 502.67'
BUILT IN BUILT INHALL HALL
RECREATION ROOM
FAMILY ROOM TERRACE DECK
MASTER BEDROOM
HALL
ENTRY HALLENTRY PORCH
DINING ROOM
29'-10"8'-0"11'-4"9'-2"3'-11/2"INDICATES 30' VERTICAL DISTANCE
FROM THE EXISTING GRADE AT
STRUCTURE LOCATED ABOVE CELLAR
INDICATES NATURAL GRADEINDICATES PROPOSED GRADE
T.P. = 522.17'
F.F. = 501.67'
F.F. = 514.17'
F.S. = 491.33'
HIGHEST ELEVATION POINT
528.75'
INDICATES EXISTING RESIDENCE PROFILE
MASTER
BEDROOM
MASTER
BATHROOM
LIGHT
WELL
LIGHT
WELLRECREATION ROOM GYM
KITCHEN FAMILY
ROOM PROPOSED MAXIMUM HEIGHTD.Z.
1/4" = 1'-0"
PROPOSED
SECTIONS
SECTION 'A'
SECTION 'B'
SECTION B-B
SECTION A-A
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
T-1
Belsare Thakur T23 10-06-20.pln10/23/20206:31 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S. BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
10/23/2020
TS
32 WALNUT AVENUE
LOS GATOS, CA
95030-6818
20687
BELSARE &
THAKUR
RESIDENCE
N
C6.0
1C6.0
2 EXISTING SHED TO
BE REMOVED
EXISTING TREES TO
BE REMOVED
EXISTING TREES TO
BE REMOVED
LINE OF EXISTING
RESIDENCE TO BE
REMOVED U.N.O.
EASEMENT PROPOSED
TO BE REMOVED
1
2 3
4
5INDICATES PROPOSED
DRIVEWAY W/
PERMEABLE PAVERS
INDICATES PROPOSED
DRIVEWAY WITH
Grasspave2
SUMP PUMP #1
-SUBDRAIN
EJECT WATER
TO SWALE
SUMP PUMP #2
-LIGHTWELLS
EJECT WATER
TO SWALE
2
INDICATES TREE PROTECTION
FENCING PER TOWN OF LOS GATOS
GENERAL TREE PROTECTION
DIRECTIONS, TYP.
TREE PROTECTION
-STRAW WATTLES
W A L N U T A V E .N 84 32'56" W 170.00
N 84 32'56" W 170.00
N 5 24'00" W 50.02'N 5 24'00" W 50.02'PROPOSED
TWO-CAR
GARAGE
LIGHT WELL
TERRACE
DECK
PROPOSED
RESIDENCE
PORCH
5055005
0
0 495ALLEY PER
"E" M 97
495
WM
8'-10"DRIVEWAYLIGHT WELL
LIGHT WELL
8" HDPE - 403'STRUCTURE # 8-022-82
DEPTH 7.6'
STATION: 25'
LENGHT: 15'
DEPTH: 6.5'
LOC: 6' S of N PL
JP
S
EM
(E) GRADE MINOR CONTOUR LINE
(E) GRADE MAJOR CONTOUR LINE
PROPOSED GRADE CONTOUR LINE
RETAINING WALL,
EXTENT OF WORK AND GRADING LINE
TREE PROTECTION FENCING
NOTE:
ALL EXISTING TREES TO REMAIN AND TO BE PROTECTED DURING
CONSTRUCTION -TYP. SEE SHEET T-1.0
FENCE
GAS LINE
WATER LINE
ELECTRIC LINE
JOINT TRENCH
SANITARY SEWER LINE
PROPOSED RESIDENCE
EXISTING HOUSE & SHED
TO BE REMOVED
FF
MBINDICATES MAILBOX
JP WM
EM
INDICATES JOINT SERVICES POLE
INDICATES FINISH FLOOR
MHINDICATES MANHOLE
INDICATES WATER METER
INDICATES ELECTRIC METER
DESCRIPTION EXISTING PROPOSED
EXISTING TREE
TO REMAIN
PROPOSED PERMEABLE
PAVERS AT DRIVEWAY
PROPOSED GRASSPAVE2
AT DRIVEWAY
PROPOSED HARDSCAPE
EXISTING TREE
TO BE REMOVED
PLEASE SEE TREE INVENTORY, ASSESSMENT AND PROTECTION
PREPARED BY MICHAEL P. YOUNG, JUNE 15, 2020 ON SHEET T-1.0
CO
LIGHT SHADED WALLS
INDICATES EXISTING
WALLS RELOCATED
TREE PLAN LEGEND
SP2
CO
CO
SP1
REMOVED
CAPPED
t 650+321+0202 | po box 971 los gatos ca 95031 | urbantreemanagement.com
contractors license # 755989 l certified arborist WC ISA #623 l certified tree risk assessor #1399
urbantreemanagement inc.
6/15/2020
Manish Belsare
32 Walnut Ave.
Los Gatos, CA 95030
Re: Tree Removal Request
To Whom It May Concern:
Assignment
It was my assignment to review the trees on site and make recommendations for the removal
of trees with Poor Health or Structure and retention of Healthy trees.
Summary
This is a very old house that needs to be renovated. Luckily, Mr. Belsare has taken this project
on. Along with the poor condition of the home, there are five trees that should be removed.
Those that will not be removed, shall be retained, and made healthier.
Discussion
All the trees surveyed were examined and then rated based on their individual health and
structure according to the table below. For example, a tree may be rated “good” under the
health column for excellent/vigorous appearance and growth, while the same tree may be
rated “fair/poor” in the structure column if structural mitigation is needed.
Rating Health Structure
Good excellent/vigorous flawless
Fair/good healthy very stable
Fair
healthy but showing
initial or temporary
disease, pests or lack of
vitality
routine maintenance needed, such
as pruning or end weight reduction
as tree grows, minor structural
corrections needed
Fair/poor declining
significant structural weakness(es),
mitigation needed, mitigation may
or may not preserve the tree
2
Poor dead or near dead hazard
The Trees
Tree #1 is a Blue Spruce variety (Picea pungens). This tree has a 17.5”
trunk diameter. It stands approximately 20’ tall and 8’ wide. It is in Fair
– Poor Health and has a Fair – Poor Structure due to the lean towards
the power lines. This tree is terribly ugly and out of place here. It
threatens the power lines and the street. Removal is the only option.
Tree #2 is a 43” diameter Douglas fir tree (Pseudotsuga menziesii) tree.
This tree is approximately 100’ tall and 50’ wide. It is in Fair Health and
has a Fair – Poor/Poor Structure. This particular tree has a codominant
leader (which is prone to failure) and leans toward the neighbor’s
house, where it will someday fail. Douglas firs are “pioneer” species.
They are the first to establish in an area that is recently burned or
logged. They are also the first to die as longer-lived tree species (Oaks
and Redwoods) establish. This Douglas fir is over mature and at the end
of its life span. Douglas firs are also very brittle trees. While on site the
neighbor mentioned the many broken branches that have fallen into their yard.
Tree #3 is a Douglas fir with a 16.5” trunk diameter. This tree stands 60’
tall and 25’ wide. It is in Fair Health with a Fair – Poor Structure because
it is one-sided, leaning over the neighbor’s property and crowding the
very nice Redwoods, which will be retained on.
3
Tree #4 is a Douglas fir with a 46.5” trunk
diameter. This tree stands approximately 110’
tall and 50’ wide. It is in Fair/Fair – Poor Health
and has a Fair – Poor Structure. The whole
trunk swoops and the top is bent. This is
usually due to past drought stress. This tree is
very large and very brittle and dominates the
back yard. It renders the back yard useless
because, even if it were pruned, it would be
unsafe due to its size and the brittle nature of its limbs. I recommend removing this tree and
allowing more room for the nearby Redwoods.
Tree #5 is a Douglas fir with a 47.5” trunk
diameter. This tree stands 90’ tall and 60’ wide.
It is in Fair Health but has a Poor Structure
because it has already started to fall over.
There is a large curved root on the tension side
that has failed. Additionally, this tree has a
codominant leader that can fail. This tree
needs immediate removal.
While it may appear, at first glance, that this is a somewhat aggressive removal request, the
new owner purchased a lot with several old/poor species trees. Like the home, that will be
renovated, some trees now need to be removed to create safety for the new owners, neighbors
and to create space to enjoy the property.
I certify that the information contained in this report is correct to the best of my knowledge and
that this report was prepared in good faith. Please call me if you have questions or if I can be of
further assistance.
Respectfully,
Michael P. Young
TREE PLAN
1/8" = 1'- 0"
D.Z.
ARBORIST RECOMMENDATIONS
TREE PLAN LEGEND