Item 3 - Exhibit 25 - Revised Development PlansOF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TA NEW RESIDENCE:THE DIEP RESIDENCE15925 QUAIL HILL ROAD LOS GATOS, CAAS SHOWN
A-1
04/23/20
-1
COVER SHEET
A-1
A-2
A-3
A-4
C.1
C.2
C.3
C.4
C.5
C.6
C.7
C.8
A-5
A-6
A-7
A-8
A-9
A-10
A-11
L1.0
L1.0
L1.1
L2.0
L2.1
L3.0
COVER SHEET
NEIGHBORHOOD PLAN
SITE PLAN
GRADING EXCEPTIONS SITE PLAN
CIVIL COVER SHEET
BLUEPRINT FOR A CLEAN BAY
EXISTING TOPOGRAPHY & DEMO PLAN
GRADING & DRAINAGE PLAN
GRADING & DRAINAGE PLAN
GRADING & DRAINAGE PLAN
DRIVEWAY PROFILE & DETAILS
EROSION CONTROL PLAN
MAIN FLOOR PLAN
SECOND FLOOR PLAN
LOWER FLOOR PLAN
ROOF PLAN
FRONT & LEFT ELEVATIONS
RIGHT & REAR ELEVATIONS
CROSS SECTIONS
CONCEPT LANDSCAPE PLAN
CONCEPT LANDSCAPE PLAN B/W
SITE SECTIONS
PLANTING PLAN
LANDSAPE DETAILS
TREE TABLE & PROTECTION PLAN
PROJECT DATA
PROJECT ADDRESS:
OWNER:
APN#:
ZONING:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
GROSS:
NET SITE AREA:
AVERAGE SLOPE:
ALLOWABLE FLOOR AREA:
15925 QUAIL HILL ROAD
LOS GATOS
JOHN & ALLISON DIEP
5950 COUNTRY CLUB PARKWAY
SAN JOSE, CA 95138
(408) 314-8493
527-02-007
HR-1
R-3
V-B SPRINKLERED
42,253 SF
23,239 SF (45% SLOPE REDUCTION)
25%
5,100 SF + 400 SF
GARAGE ALLOWANCE = 5,500 SF
PROPOSED FLOOR AREAS:
MAIN FLOOR
SECOND FLOOR
LOWER FLOOR
TOTAL
2,539 SF
2,709 SF
52 SF
5,300 SF
EXISTING STRS TO BE REMOVED:
RESIDENCE
ADU
CARPORT/GARAGE
2,527 SF
815 SF
607 SF
TOTAL FLOOR AREA =3,949 SF
SITE AREAS:
RESIDENCE
ADU/ ACCESSORY STRS.
COVERED PORCH
BALCONY
TOTAL BUILDING COVERAGE
PATIOS & CONC. PATHS
STAIRS
DRIVEWAY
TOTAL IMPERVIOUS COVERAGE
LIVING AREA
GARAGE
TOTAL
2,527 SF
1,422 SF
200 SF
210 SF
4,359 SF
541 SF
105 SF
1,303 SF
6,308 SF
= 10.3%
= 14.9%
4,533 SF
0 SF
140 SF
540 SF
4,673 SF
1,330 SF
798 SF
3,283 SF
10,084 SF
= 11.0%
= 23.8%
EXISTINGPROPOSED
FLOOR AREA BASEMENT TOTAL AREA
1,099 SF
- SF
2,222 SF
3,321 SF
3,638 SF
2,709 SF
2,274 SF
8,621 SF
7,449 SF
1,172 SF
8,621 SF
PROJECT DIRECTORY
ARCHITECT:
KOHLSAAT & ASSOCIATES
51 UNIVERSITY AVENUE, SUITE L
LOS GATOS, CA 95030
TEL: (408) 395-2555
SURVEYOR & CIVIL ENGINEER:
HANNA-BRUNETTI
7651 EIGLEBERRY STREET
GILROY, CA 95020
TEL: (408) 842-2173
SCOPE OF WORK
A NEW 5,076SF SINGLE FAMILY RESIDENCE WHICH INCLUDES 6
BEDROOMS, 6 FULL BATHS, ONE HALF BATH, A MUSIC NOOK, WINE
STORAGE, A VERANDA AND BBQ AREA, AND A 4 CAR GARAGE.
SCOPE ALSO INCLUDES THE DEMOLITION OF A 2,527 SF
RESIDENCE, AN ADU/COTTAGE AND A CARPORT, AND THE
REMOVAL OF 2 TREES.
LANDSCAPE ARCHITECT:
DAVID R. FOX & COMPANY
50 UNIVERSITY AVENUE, STE142
LOS GATOS, CA 95030
TEL: (408) 761-0212
SHEET INDEXVICINITY MAP
SITE
NOTES
• FIRE SPRINKLERS: An automatic residential fire sprinkler system shall be
installed in one- and two-family dwellings as follows: In all new one- and two-family
dwellings and in existing one- and two-family dwellings when additions are made
that increase the building area to more than 3,600 square feet. Exception: A
one-time addition to an existing building that does not total more than 1,000
square feet of building area. Note: The owner(s), occupant(s) and any
contractor(s) or subcontractor(s) are responsible for consulting with the water
purveyor of record in order to determine if any modification or upgrade of the
existing water service is required. A State of California licensed (C-16) Fire
Protection Contractor shall submit plans, calculations, a completed permit
application and appropriate fees to this department for review and approval
prior to beginning their work. CRC Sec. 313.2 as adopted and amended by LGTC.
•WATER SUPPLY REQUIREMENTS: Potable water 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 this office
until compliance with the requirements of the
water purveyor of record are documented by that purveyor as having been met
by the applicant(s). 2016 CFC Sec. 903.3.5 and Health and Safety Code 13114.7
•ADDRESS IDENTIFICATION: New and existing buildings shall have approved
address numbers, building numbers or approved building identification placed in a
position that is plainly legible and
visible from the street or road fronting the property. These numbers shall
contrast with their background. Where required by the fire code official, address
numbers shall be provided in additional
approved locations to facilitate emergency response. Address numbers shall be
Arabic numbers oralphabetical letters. Numbers shall be a minimum of 4 inches
(101.6 mm) high with a minimum stroke
width of 0.5 inch (12.7 mm). Where access is by means of a private road and the
building cannot beviewed from the public way, a monument, pole or other sign or
means shall be used to identify the
structure. Address numbers shall be maintained. [CFC Sec. 505.1].
•REQUIRED FIRE FLOW: (Letter from SJW) The fire flow for this project is 2,750
GPM at 20 psi residual pressure from a single hydrant. As an automatic fire
sprinkler system will be installed, the fire flow will be reduced by 50%
establishing a required adjusted fire flow of 1375 GPM at 20 psi residual
pressure. Documentation provided from a local water purveyor confirms required
fire flow is available.
•EMERGENCY GATE/ACCESS GATE REQUIREMENTS: Gate installations shall
conform with Fire Department Standard Details and Specification G-1 and, when
open shall not obstruct any portion of the required width for emergency access
roadways or driveways. Locks, if provided, shall be fire department approved
prior to installation. Gates across the emergency access roadways shall be
equipped with an approved access devices. Knox Keyswitch is required for the
automatic gate.
•FIRE APPARATUS (ENGINE) ACCESS DRIVEWAY REQUIRED: Provide an
access driveway with a paved all weather surface, a minimum unobstructed width
of 12 feet, vertical clearance of 13 feet 6 inches, minimum circulating turning
radius of 36 feet outside and 23 feet inside, and a maximum slope of 15%.
Installations shall conform to the Fire Department Standard Details Specifications
D-1 and CFC Section 503.
The Diep Residence
EXHIBIT 25
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TA NEW RESIDENCE:THE DIEP RESIDENCE15925 QUAIL HILL ROAD LOS GATOS, CAAS SHOWN
A-2
04/23/20
-2
NEIGHBORH
OOD PLAN
S13° 18' 30"W245.14
N12° 59' 00"E 331.37S75° 01' 00"E70.00S44° 01' 00"E58.53S15° 37' 00"W
115.00
S89° 47' 30"E105.97N 7° 0 2 ' 0 0"E
8 6.8 4
★
100 DRYSDALE
09.34 AC.
2,472 SF
F.A.R.=6.1%
15921 QUAIL HILL
.95 AC.
4,241 SF
F.A.R.=10.2%
15941 QUAIL HILL
.99 AC.
2,363 SF
F.A.R.=5.5%
101 DRYSDALE
1.416 AC.
5,399 SF
F.A.R.=8.8%
15925 QUAIL HILL
.97 AC.
5,076 SF
F.A.R.=12%
(E) RESIDENCE TO
BE DEMOLISHED
15941 QUAIL HILL
1.09 AC.
3,694 SF
F.A.R.=.08%
DRYSDALE DRIVE
SHADY
LANE
(E) COTTAGE
TO BE
DEMOLISHED
(E) CARPORT
TO BE
DEMOLISHED
SCALE: 1" = 30'
NEIGHBORHOOD PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TA NEW RESIDENCE:THE DIEP RESIDENCE15925 QUAIL HILL ROAD LOS GATOS, CAAS SHOWN
A-3
04/23/20
-3
SITE PLAN5'-41/2"20'-61/2"24'-61/4"20'-0"20'-0" SIDE SETBACK3 0 '-0 " F R O N T S E T B A C K20'-0" SIDE SETBACK1 0 1 '-1 3 /4 "20'-51/4"85'-61/2"63'-10"3'-6"MAIN FLOOR F.F.=430.0'
UPPER FLOOR F.F.=442.2'
GARAGE FLOOR F.F.=419.3
A
A-11
A
A-11
B
A-11
B
A-11
C
A-11
C
A-11
LINE OF GARAGE
FLOOR BELOW
LINE OF UPPER
FLOOR
RAISED PLANTER
@ LIGHTWELL
4' TALL, SLIDING VEHICULAR GATE
RAISED PLANTER
@ LIGHTWELL
EXISTING RESIDENCE
ABOVE TO BE REMOVED
EXISTING COTTAGE
TO BE REMOVED
LRDALRDA
LRDA
LRDA
LINE OF UPPER
FLOOR
PERSON GATE
LINE OF GARAGE
FLOOR BELOW
UPPER
RETAINING
WALLS
UPPER
RETAINING
WALLS
PULL OUT/WAITING AREA
SITE RETAINING WALLS
TO BE REMOVED
SITE RETAINING WALLS
TO BE REMOVED
EXISTING STAIRS TO BE REMOVED
FUTURE LANDSCAPE
EASEMENT AREA
x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 1 0 "O A K 2 -9 "A C A
2-7"T REE
JP
ANCHOR
CLM
P SMALL
5 "O A K
5 "O A K
9"OAK
5 "O A K 1 2 "O A K
7 "W N T 16"CDR
24"CDR
36"OAK
COTTAGE
OAKS
D RY S DA L E
DRIVE
RIGHT OF WAY
PER 207 M 42 S H A D Y L A N E(SS)(SS)(SS)(SS)(SS)(SS)T14-25 OAK
T12-20
T24-45 OAK
FHT12-20 OAK
T12-20 OAK
T24-45 OAKGUYGUY T6-10 OAK
PPT24-30 PINE
SSMHCATV BXT6-10T6-10NO PARK SIGNT24-50 OAKNO PARK SIGNSIGNSSMH -4.32INV398.31INV 24CMPSSMH -4.35 INV410420430440450470490400410
394392420430470STOP SIGNT22-15CATVBXSLT12-24S13° 18' 30"W245.14
N12° 59' 00"E 331.37
S15° 37' 00"W
115.00
S89° 47' 30"E105.97440450460460440430420410PROPOSED RESIDENCE
PROPOSED
DRIVEWAYBALCONYBBQ
AREA
COVERED
PORCH
UPPER PATIO
UPPER
PATIO (BELOW)
LIGHTWELL
OFF-STREET
PARKING
OFF-STREET
PARKING/
BACK-UP AREA
PROPOSED
DRIVEWAY
FOUNTAIN
PATIO
SCALE: 1" = 10'
SITE PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TA NEW RESIDENCE:THE DIEP RESIDENCE15925 QUAIL HILL ROAD LOS GATOS, CAAS SHOWN
A-4
04/23/20
-4
GRADING
EXCEPTIONS
SITE PLAN
MAIN FLOOR F.F.=430.0'
UPPER FLOOR F.F.=442.2'
GARAGE FLOOR F.F.=419.3
LINE OF UPPER
FLOOR
LINE OF UPPER
FLOOR
WORST CASE:
6' OF FILL
WORST CASE:
8' OF CUT
438.17' CONTOUR LINE
(DEFINES BELOW GRADE
BASEMENT AREA FOR
MAIN FLOOR)
426.0' CONTOUR LINE
(DEFINES BELOW GRADE
BASEMENT AREA FOR
LOWER FLOOR)
WORST CASE:
8' OF CUT
WORST CASE:
5' OF CUT
WORST CASE:
7' OF CUT
WORST CASE:
8' OF CUT
6' OF CUT
6' OF CUT
4' CUT LINE
4' CUT LINE
4' CUT LINE
4' CUT LINE
4' CUT LINE
x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 1 0 "O A K
2-7"T REE
CLM
P S
M
ALL
5 "O A K
5 "O A K
9"OAK
5 "O A K 1 2 "O A K
7 "W N T 16"CDR
24"CDR
36"OAK
OAKS
T14-25 OAK
T12-20
T24-45 OAK
T12-20 OAK
T12-20 OAK
T24-45 OAK
T6-10 OAK
T24-30 PINE
T6-10T6-10T24-50 OAK410420430440450470490400410
394392420430470S13° 18' 30"W245.14
N12° 59' 00"E 331.37 S89° 47' 30"E105.97440450460460440430420410PROPOSED RESIDENCE
PROPOSED
DRIVEWAYBALCONYBBQ
AREAUPPER PATIO
UPPER
PATIO (BELOW)
LIGHTWELL
OFF-STREET
PARKING
OFF-STREET
PARKING/
BACK-UP AREA
FOUNTAIN
4' CUT LINE
3' FILL LINE
PATIO
CUT EXCEPTION
FILL EXCEPTION
GRADING LEGEND
PLEASE SEE CIVIL PLANS FOR
GRADES & WALL HEIGHTS
SCALE: 1" = 10'
SITE GRADING EXCEPTIONS
REV.: DEC. 2015
VICINITY MAP
PLAN FOR THE IMPROVEMENT OFLANDS OF DIEP - 15925 QUAIL HILL DRIVEPARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSTOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012REVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE:JUNE 15, 2020AMXXAMTMAS SHOWN18083SHEET INDEX
C.1 TOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONS
C.2 BLUEPRINT FOR A CLEAN BAY SHEET
C.3 EXISTING TOPOGRAPHY AND DEMOLITION PLAN
C.4 GRADING & DRAINAGE PLAN - DRIVEWAY AND GARAGE LEVEL
C.5 GRADING & DRAINAGE PLAN - MAIN LEVEL
C.6 GRADING & DRAINAGE PLAN - UPPER LEVEL
C.7 DRIVEWAY PROFILE
C.8 EROSION CONTROL PLAN
PLAN FOR THE IMPROVEMENT OF
TOWN OF LOS GATOS
GRADING & DRAINAGE PLANS
ARCHITECTURAL AND SITE APPLICATION NO. S-19-012
TOTAL SITE AREA:
____________ SF
TOTAL SITE AREA DISTURBED: ____________ SF
(INCLUDING CLEARING, GRADING OR EXCAVATING)
EXISTING
AREA (SF)
PROPOSED AREA (SF)
REPLACED NEW
TOTAL AREA
POST-PROJECT (SF)
IMPERVIOUS AREA
TOTAL NEW & REPLACED IMPERVIOUS AREA
PERVIOUS AREA
TABLE OF PROPOSED PERVIOUS AND IMPERVIOUS AREAS
AB AGGREGATE BASE
AC ASPHALT CONCRETE
AD AREA DRAIN
ARV AIR RELEASE VALVE
BC BACK OF CURB
BFP BACKFLOW PREVENTER
BW BOTTOM OF WALL
CATV CABLE TELEVISION
CB CATCH BASIN
CFS CUBIC FEET PER SECOND
C/L CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CY CUBIC YARD
DCVA DOUBLE CHECK VALVE ASSEMBLY
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWY DRIVEWAY
(E)EAST
EG EXISTING GRADE
ELEC ELECTRICAL
EP EDGE OF PATH
EVAE EMERGENCY VEHICLE ACCESS EASEMENT
EX EXISTING
FC FACE OF CURB
FDC FIRE DEPARTMENT CONNECTION
FF FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOW LINE
FM FORCED MAIN
FS FIRE SERVICE
FT FEET
ABBREVIATIONS
8SHEET OF C.1CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.G GAS
GA GAUGE
GB GRADE BREAK
GM GAS METER
GS GAS SERVICE
HDPE HIGH-DENSITY POLYETHYLENE
HP HIGH POINT
IEE INGRESS/EGRESS EASEMENT
IN INCH
INV INVERT ELEVATION
LAT LATERAL
LG LIP OF GUTTER
LP LOW POINT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MPH MILES PER HOUR
(N)NORTH
N.T.S.NOT TO SCALE
O.C.ON CENTER
O.D.OUTSIDE DIAMETER
PAD PAD ELEVATION
PCC PORTLAND CEMENT CONCRETE
PERF PERFORATED
PG&E PACIFIC GAS & ELECTRIC COMPANY
PIEE PRIVATE INGRESS/EGRESS EASEMENT
PL PROPERTY LINE
PR PROPOSED
PSDE PRIVATE STORM DRAIN EASEMENT
PSE PUBLIC SERVICE EASEMENT
PSSE PRIVATE SANITARY SEWER EASEMENT
PUE PUBLIC UTILITY EASEMENT
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
RIM RIM ELEVATION
R/W RIGHT-OF-WAY
(S)SOUTH
S SLOPE
SCC SANTA CLARA COUNTY
SCCFD SANTA CLARA COUNTY FIRE DEPARTMENT
SD STORM DRAIN
SDCO STORM DRAIN CLEANOUT
SDE STORM DRAIN EASEMENT
SDMH STORM DRAIN MANHOLE
SDR STANDARD DIMENSION RATIO
SF SQUARE FEET
SJWC SAN JOSE WATER COMPANY
SS SANITARY SEWER
SSCO SANITARY SEWER CLEANOUT
SSE SANITARY SEWER EASEMENT
SSMH SANITARY SEWER MANHOLE
STD STANDARD
S/W SIDEWALK
TC TOP OF CURB
TELE TELEPHONE
TLG TOWN OF LOS GATOS
TW TOP OF WALL
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
(W)WEST
W WATER
WM WATER METER
WS WATER SERVICE
WV WATER VALVE
WVSD WEST VALLEY SANITATION DISTRICT
XING CROSSING CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 527-02-007DRYSD
A
L
E
DRIVE
SHADY L
A
N
ESHORT ROADBLOSSOM HILL ROAD
OLD BLOSSOM HILL ROAD
SHANN
O
N
R
O
A
D LINDAAVENUE LU RAYDRIVE
MARY WAYSHANNONROA
D
HB JOB NO. 18083
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: Allison & John Diep PHONE: 408 314-8493
18.GENERAL CONTRACTOR: ________________________PHONE: ______________
19.GRADING CONTRACTOR: ________________________PHONE: ______________
20.CUT: ±3,796 CY EXPORT: ±3,612 CY
FILL: ±184 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.
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.
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.
HOUSE FOOTPRINT
CUT (CY)MAX CUT
HEIGHT (SF)FILL (CY)MAX FILL
DEPTH (SF)EXPORT (CY)
ATTACHED GARAGE
REGRADE OLD BUILDING SITE
DRIVEWAY (WITHIN ROW)
DRIVEWAY (ONSITE)
LANDSCAPE / OUTDOOR
CELLAR
AREA DESCRIPTION
TABLE OF PROPOSED EARTHWORK QUANTITIES
TOTAL
GENERAL NOTES
1.PROPERTY ADDRESS: 15925 QUAIL HILL ROAD
2.PROPERTY OWNER: ALLISON & JOHN DIEP
3.ASSESSORS PARCEL NUMBER: 527-02-007
4.EXISTING USE: HILLSIDE RESIDENTIAL
5.EXISTING ZONING: HR-1
6.PROPOSED USE: HILLSIDE RESIDENTIAL
7.PROPOSED ZONING: HR-1
8.SITE AREA: 40,886 SQ. FT. / 0.94 ACRES
9.APPLICANT/DEVELOPER: JOHN & ALLISON DIEP
10.CONSULTANTS:
11.WATER SUPPLY: SAN JOSE WATER COMPANY
12.SANITARY SEWER DISPOSAL: WEST VALLEY SANITATION DISTRICT
13.GAS AND ELECTRIC: PACIFIC GAS & ELECTRIC
14.TELEPHONE: FRONTIER COMMUNICATIONS
15.CABLE: XFINITY
16.STORM DRAIN: TOWN OF LOS GATOS
17.FIRE PROTECTION: SANTA CLARA COUNTY FIRE DEPARTMENT
18.DATUM:
19.BASIS OF BEARINGS: THE BEARINGS AND DISTANCES ON THESE PLANS ARE BASED ON
THE FOUND MONUMENTS IN THE RECORDED " RECORD OF SURVEY" IN BOOK 70 OF
MAPS AT PAGE 29; SANTA CLARA COUNTY RECORDS, ON JUNE 13th, 1956.
20.BENCHMARK INFORMATION:
BENCHMARK ID: LG29
ORGANIZATION: TOWN OF LOS GATOS
ELEVATION: 370.93 FEET
DESCRIPTION: SET BRASS DISK IN MONUMENT WELL STAMPED "LG#29"; INTERSECTION
OF SHANNON ROAD AND SHORT ROAD.
±631
±1,167
±107
±516
±460
N/A
±3,766
15.2
22.3
4
8
8
0
0
0
±13
±30
N/A
N/A
N/A
2.1
6
±631
±1,167
±107
±503
±430
±3,677±89
NOT FOR CONSTRUCTION
PRELIMINARY PLANS
±885 8.8 ±46 3 ±839
REV.: SEPT. 2016
8SHEET OF C.2 PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSREVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE:JUNE 15, 2020AMXXAMTMNONECONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.18083GRADING & DRAINAGE PLANSLANDS OF DIEP - 15925 QUAIL HILL DRIVEBLUEPRINT FOR A CLEAN BAYARCHITECTURAL AND SITE APPLICATION NO. S-19-012CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083
CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 1910C.3SHEET OF 8 18083AS SHOWNTMAMXXAMJUNE 15, 2020DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012EXISTING TOPOGRAPHYTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 15925 QUAIL HILL DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 S H A D Y L A N ED R Y S
D
A
L
E
D
R
I
V
E
AND DEMOLITION PLANHB JOB NO. 18083
’ “
”
NOT FOR CONSTRUCTION
PRELIMINARY PLANS
C.4SHEET OF 8 18083AS SHOWNTMAMXXAMJUNE 15, 2020DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012GRADING & DRAINAGE PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 15925 QUAIL HILL DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083
NOT FOR CONSTRUCTION
PRELIMINARY PLANS
C.5SHEET OF 8 18083AS SHOWNTMAMXXAMJUNE 15, 2020DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012GRADING & DRAINAGE PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 15925 QUAIL HILL DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083
NOT FOR CONSTRUCTION
PRELIMINARY PLANS
C.6SHEET OF 8 18083AS SHOWNTMAMXXAMJUNE 15, 2020DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012GRADING & DRAINAGE PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 15925 QUAIL HILL DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083
NOT FOR CONSTRUCTION
PRELIMINARY PLANS
C.7SHEET OF 8 18083AS SHOWNTMAMXXAMJUNE 15, 2020DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012DRIVEWAY PROFILE & DETAILSTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 15925 QUAIL HILL DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083
NOT FOR CONSTRUCTION
PRELIMINARY PLANS
C.8SHEET OF 8 18083AS SHOWNTMAMXXAMJUNE 15, 2020DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012EROSION CONTROL PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 10 DRYSDALE DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083
NOT FOR CONSTRUCTION
PRELIMINARY PLANS
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TA NEW RESIDENCE:THE DIEP RESIDENCE15925 QUAIL HILL ROAD LOS GATOS, CAAS SHOWN
A-5
04/23/20
-13
MAIN FLOOR
PLANRANGEREFRFRZRANGE8'-61/2"8'-71/2"9'-1/2"38'-0"5'-91/2"32'-10"19'-0"14'-6"5'-81/2"21'-11/2"13'-6"11'-0"18'-8"8'-0"12'-4"20'-2"22'-41/2"2'-6"62'-101/2"70'-0"
F.F. = 430.00'
A
A-11
B
A-11
C
A-11
BASEMENT
FLOOR AREA
438.17' CONTOUR LINE
(DEFINES BELOW GRADE
BASEMENT AREA)
438.17' CONTOUR LINE
(DEFINES BELOW GRADE
BASEMENT AREA)
LIVING ROOM
DINING
ROOM
FAMILY ROOM
UP
DN
GUEST
BATH
ELEV.
HALF
BATH
GUEST SUITE
FOYER BALCONYPATIO
UP
OPEN TO
ABOVE
& BELOW
STORAGE
UP
RAISED
PLANTER
(OPEN TO
ABOVE)
NOOK
WINE DISPLAY
KITCHEN
COOK'S
KITCHEN
(OPEN TO
ABOVE)
COVERED ENTRY
PANTRY
DN
SCALE: 1/4" = 1'-0"
MAIN FLOOR PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TA NEW RESIDENCE:THE DIEP RESIDENCE15925 QUAIL HILL ROAD LOS GATOS, CAAS SHOWN
A-6
04/23/20
-14
SECOND
FLOOR PLANWDRA
A-11
B
A-11
C
A-11 32'-10"19'-0"7'-6"20'-1/2"14'-10"24'-6"12'-31/2"23'-71/2"11'-11/2"14'-91/2"13'-91/2"17'-2"23'-2"7'-8"11'-0"1'-0"6'-2"63'-10"1'-0"66'-101/2"
F.F. = 442.17'
SKYLIGHT
SKYLIGHT
BEDROOM 4
BEDROOM 5
BATH 4
MASTER
BATH
MASTER SUITE
CLOSET 1
BEDROOM 2
BEDROOM 3
BATH 3
BATH 2
BALCONY
ELEV LANDING
HALL
SIDE
PATIO
OPEN TO BELOW
CLOSET 2
DRESSING
ROOM
DN
OPEN TO BELOW
LAUNDRY
UP
UP
PATIO
UP
LINEN
LINEN
LINEN
SCALE: 1/4" = 1'-0"
SECOND FLOOR PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TA NEW RESIDENCE:THE DIEP RESIDENCE15925 QUAIL HILL ROAD LOS GATOS, CAAS SHOWN
A-7
04/23/20
-15
LOWER
FLOOR PLAN
11'-7"12'-61/2"23'-0"32'-10"19'-0"13'-41/2"20'-0"18'-51/2"11'-7"
19'-2"22'-8"51'-10"53'-5"
6'-11/2"2'-8"
F.F. = 419.33'
426.0' CONTOUR LINE
(DEFINES BELOW GRADE
BASEMENT AREA)
426.0' CONTOUR LINE
(DEFINES BELOW GRADE
BASEMENT AREA)
BASEMENT
FLOOR AREA4-CAR GARAGE
STORAGE/
MECHANICAL
WINE
ELEV.
STAIR LOBBY
UP
OPEN TO
ABOVEMECHANICAL
A
A-11
B
A-11
C
A-11
SCALE: 1/4" = 1'-0"
LOWER FLOOR PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TA NEW RESIDENCE:THE DIEP RESIDENCE15925 QUAIL HILL ROAD LOS GATOS, CAAS SHOWN
A-8
04/23/20
-16
ROOF PLAN
A
A-11
B
A-11
C
A-11
FIXED, CURB MOUNTED
SKYLIGHT
FIXED, CURB MOUNTED
SKYLIGHT
FIXED, CURB MOUNTED
SKYLIGHT
FIXED, CURB MOUNTED
SKYLIGHT
FIXED, CURB MOUNTED
SKYLIGHT
FIXED, CURB MOUNTED
SKYLIGHT
PARAPET CURB
PARAPET CURB
PARAPET CURB
PARAPET CURB
PARAPET CURB
PARAPET CURB
HORIZONTAL AWNING
HORIZONTAL AWNING
HORIZONTAL AWNING
HORIZONTAL AWNING
4"X6" RECTANGULAR METAL GUTTER
4"X6" RECTANGULAR METAL GUTTER
4"X6" RECTANGULAR METAL GUTTER
4"X6" RECTANGULAR
METAL GUTTER
4"X6" RECTANGULAR METAL GUTTER
OPENING
OUTLINE OF EXTERIOR
WALLS BELOW
OUTLINE OF EXTERIOR
WALLS BELOW
4"X6" RECTANGULAR METAL GUTTER
LOW SLOPE ROOF
TOP ELEV. = 453.3'
LOW SLOPE ROOF
TOP ELEV. = 452.3'
LOW SLOPE ROOF
TOP ELEV. = 453.3'
LOW SLOPE ROOF
TOP ELEV. = 452.3'
LOW SLOPE ROOF
TOP ELEV. = 453.8'
LOW SLOPE ROOF
TOP ELEV. = 445.1'
LOW SLOPE ROOF
TOP ELEV. = 443.1'
LOW SLOPE ROOF
TOP ELEV. = 443.1'
LOW SLOPE ROOF
TOP ELEV. = 452.3'
SCALE: 1/4" = 1'-0"
ROOF PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TA NEW RESIDENCE:THE DIEP RESIDENCE15925 QUAIL HILL ROAD LOS GATOS, CAAS SHOWN
A-9
04/23/20
-17
FRONT &
LEFT
ELEVATIONS
419.33'
LOWER FLOOR
419.33'
LOWER FLOOR
430.00'
MAIN FLOOR
430.00'
MAIN FLOOR
442.17'
SECOND FLOOR
442.17'
SECOND FLOOR
454.00'
HIGHEST RIDGE
454.00'
HIGHEST RIDGE
34'-8"24'-6"26'-4"7'-91/4"444.08'
PLATE
451.25'
PLATE
442.58'
PLATE
452.75'
PLATE
428.92'
PLATE
428.92'
PLATE
CORNER WINDOW W/ MATCHING
METAL WRAPPED CORNER
CORNER WINDOW W/ MATCHING
METAL WRAPPED CORNER
RECTANGULAR STONE VENEERRECTANGULAR STONE VENEER
BBQ AREA
ENERGY EFFICIENT,
ALUM. FRAMED WINDOWS
W/ CLEAN LINES
SITE RETAINING WALLS,
CLAD IN STONE
SITE RETAINING WALLS,
CLAD IN STONE
CLOSED SOFFIT EAVE
METAL FRAMED GARAGE DOORS
W/ OPAQUE GLASS LITES
RECTANGULAR METAL GUTTER
INTEGRAL COLOR, SMOOTH STUCCO FINISH
HORIZONTAL METAL RAILING
SITE RETAINING WALLS,
CLAD IN STONE
DEC. HORIZONTAL AWNING
PVC MEMBRANE ROOFINGHORIZONTAL WOOD SIDING
METAL FRAMED GARAGE DOORS
W/ OPAQUE GLASS LITES
RECTANGULAR STONE VENEER & PILASTERS
HORIZONTAL WOOD SIDING
RECTANGULAR METAL GUTTER
METAL FIN @
TRANSOM LINE
430.00'
MAIN FLOOR
430.00'
MAIN FLOOR
442.17'
SECOND FLOOR
442.17'
SECOND FLOOR
454.00'
HIGHEST RIDGE
454.00'
HIGHEST RIDGE
13'-10"9'-1"22'-3"11'-7"LIGHTWELL 8'-31/4"RECTANGULAR STONE VENEER
HORIZONTAL WOOD SIDING
RECTANGULAR
METAL GUTTER
CLOSED SOFFIT EAVE
HORIZONTAL WOOD SIDING
INTEGRAL COLOR, SMOOTH STUCCO FINISH
ENERGY EFFICIENT,
ALUM. FRAMED WINDOWS
W/ CLEAN LINES
CORNER WINDOW W/ MATCHING
METAL WRAPPED CORNER
PVC MEMBRANE ROOFING
METAL FIN
@ TRANSOM LINE
PARAPET CURB
442.58'
PLATE
451.25'
PLATE
452.25'
PLATE
25' HEIGHT LIMIT
430.00'
MAIN FLOOR
RECTANGULAR STONE VENEER
SITE RETAINING WALLS,
CLAD IN STONE
PAIR METAL FRAMED DOORS
WITH LITES, SIDELITES AND TRANSOM
DEC. HORIZONTAL AWNING
Front Elevation
Material Area Specification LRV LRV x Area
Stucco 137 BM-Balboa Mist 67.4 9229.69
Fascia & Gutters 165 Weathered Zinc-Pac Clad 25 4125
Wood Siding 400 Stained Cedar-Expresso 3.94 1576
Stone Veneer 528 Earthwood Tailored Ledge 21.6 11388.96
Glass 737 11 8107
D/W Frames 212 Fleetwood-Black Anodized 3.3 699.6
Total = 2179 Total = 33550.25
LRV = 15.39709
Left Elevation
Stucco 314 BM-Balboa Mist 67.4 21154.18
Fascia & Gutters 113 Weathered Zinc-Pac Clad 25 2825
Wood Siding 257 Stained Cedar-Expresso 3.94 1012.58
Stone Veneer 231 Earthwood Tailored Ledge 21.6 4982.67
Glass 369 11 4059
D/W Frames 127 Fleetwood-Black Anodized 3.3 419.1
Total = 1411 Total = 34452.53
LRV = 24.4171
Rear Elevation
Stucco 179 BM-Balboa Mist 67.4 12059.23
Fascia & Gutters 36 Weathered Zinc-Pac Clad 25 900
Wood Siding 250 Stained Cedar-Expresso 3.94 985
Stone Veneer 4 Earthwood Tailored Ledge 21.6 86.28
Glass 103 11 1133
D/W Frames 30 Fleetwood-Black Anodized 3.3 99
Total = 602 Total = 15262.51
LRV = 25.35301
SCALE: 1/4" = 1'-0"
FRONT (NORTH) ELEVATION
SCALE: 1/4" = 1'-0"
LEFT (EAST) ELEVATION
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TA NEW RESIDENCE:THE DIEP RESIDENCE15925 QUAIL HILL ROAD LOS GATOS, CAAS SHOWN
A-10
04/23/20
-18
RIGHT &
REAR
ELEVATIONS
442.17'
SECOND FLOOR
442.17'
SECOND FLOOR
454.00'
HIGHEST RIDGE
454.00'
HIGHEST RIDGE
11'-7"6'-53/4"INTEGRAL COLOR, SMOOTH STUCCO FINISH
RECTANGULAR
METAL GUTTER
HORIZONTAL WOOD SIDING
CLOSED SOFFIT EAVEPVC MEMBRANE ROOFING
ENERGY EFFICIENT,
ALUM. FRAMED WINDOWS
W/ CLEAN LINES
ENERGY EFFICIENT,
ALUM. FRAMED DOORS
W/ CLEAN LINES
PARAPET CURB
451.25'
PLATE
452.25'
PLATE
452.25'
PLATE
Front Elevation
Material Area Specification LRV LRV x Area
Stucco 137 BM-Balboa Mist 67.4 9229.69
Fascia & Gutters 165 Weathered Zinc-Pac Clad 25 4125
Wood Siding 400 Stained Cedar-Expresso 3.94 1576
Stone Veneer 528 Earthwood Tailored Ledge 21.6 11388.96
Glass 737 11 8107
D/W Frames 212 Fleetwood-Black Anodized 3.3 699.6
Total = 2179 Total = 33550.25
LRV = 15.39709
Left Elevation
Stucco 314 BM-Balboa Mist 67.4 21154.18
Fascia & Gutters 113 Weathered Zinc-Pac Clad 25 2825
Wood Siding 257 Stained Cedar-Expresso 3.94 1012.58
Stone Veneer 231 Earthwood Tailored Ledge 21.6 4982.67
Glass 369 11 4059
D/W Frames 127 Fleetwood-Black Anodized 3.3 419.1
Total = 1411 Total = 34452.53
LRV = 24.4171
Rear Elevation
Stucco 179 BM-Balboa Mist 67.4 12059.23
Fascia & Gutters 36 Weathered Zinc-Pac Clad 25 900
Wood Siding 250 Stained Cedar-Expresso 3.94 985
Stone Veneer 4 Earthwood Tailored Ledge 21.6 86.28
Glass 103 11 1133
D/W Frames 30 Fleetwood-Black Anodized 3.3 99
Total = 602 Total = 15262.51
LRV = 25.35301
Right Elevation
Stucco 272 BM-Balboa Mist 67.4 18324.64
Fascia & Gutters 124 Weathered Zinc-Pac Clad 25 3100
Wood Siding 282 Stained Cedar-Expresso 3.94 1111.08
Stone Veneer 111 Earthwood Tailored Ledge 21.6 2394.27
Glass 601 11 6611
D/W Frames 103 Fleetwood-Black Anodized 3.3 339.9
Total = 1493 Total = 31880.89
LRV = 21.35358
Total Average LRV
Front Elevation 15.4
Left Elevation 24.4
Rear Elevation 25.4
Right Elevation 21.4
86.5
Average LRV = 22
430.00'
MAIN FLOOR
430.00'
MAIN FLOOR
442.17'
SECOND FLOOR
442.17'
SECOND FLOOR
454.00'
HIGHEST RIDGE
454.00'
HIGHEST RIDGE
24'-0"11'-7"15'-71/2"7'-3"5'-63/4"RECTANGULAR STONE VENEER
INTEGRAL COLOR, SMOOTH STUCCO FINISH
CORNER WINDOW W/ MATCHING
METAL WRAPPED CORNER
CORNER WINDOW W/ MATCHING
METAL WRAPPED CORNER
RECTANGULAR
METAL GUTTERHORIZONTAL WOOD SIDING DEC. HORIZONTAL AWNING
SITE RETAINING WALLS,
CLAD IN STONE
ENERGY EFFICIENT,
ALUM. FRAMED WINDOWS
W/ CLEAN LINES
CLOSED SOFFIT EAVE
HORIZONTAL METAL RAILING
HORIZONTAL METAL RAILING
ENERGY EFFICIENT,
LARGE FORMAT, ALUM.
FRAMED SLIDING DOORS
W/ CLEAN LINES
BBQ AREA
HORIZONTAL METAL RAILINGPVC MEMBRANE ROOFING RECTANGULAR METAL GUTTER
CLOSED SOFFIT EAVE
PARAPET CURB
METAL FIN
@ TRANSOM LINE
444.08'
PLATE
451.25'
PLATE
452.25'
PLATE451.25'
PLATE
2 5 ' H E I G H T L I M I T
SITE RETAINING WALLS,
CLAD IN STONE
Right Elevation
Stucco 272 BM-Balboa Mist 67.4 18324.64
Fascia & Gutters 124 Weathered Zinc-Pac Clad 25 3100
Wood Siding 282 Stained Cedar-Expresso 3.94 1111.08
Stone Veneer 111 Earthwood Tailored Ledge 21.6 2394.27
Glass 601 11 6611
D/W Frames 103 Fleetwood-Black Anodized 3.3 339.9
Total = 1493 Total = 31880.89
LRV = 21.35358
Total Average LRV
Front Elevation 15.4
Left Elevation 24.4
Rear Elevation 25.4
Right Elevation 21.4
86.5
Average LRV = 22
SCALE: 1/4" = 1'-0"
REAR (SOUTH) ELEVATION
SCALE: 1/4" = 1'-0"
RIGHT (WEST) ELEVATION
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TA NEW RESIDENCE:THE DIEP RESIDENCE15925 QUAIL HILL ROAD LOS GATOS, CAAS SHOWN
A-11
04/23/20
-19
CROSS
SECTIONS
419.33'
LOWER FLOOR
419.33'
LOWER FLOOR
430.00'
MAIN FLOOR
430.00'
MAIN FLOOR
442.17'
SECOND FLOOR
442.17'
SECOND FLOOR
454.00'
HIGHEST RIDGE
454.00'
HIGHEST RIDGE
34'-8"14'-1"10'-7"9'-1"10'-1"11'-1"9'-7"6'-1/2"25' height limit
35' overall height limit
FAMILY ROOM
GARAGESTORAGE/
MECHANICAL
NOOKKITCHENPANTRY
MASTER BATH MASTER BEDROOMBEDROOM 2
419.33'
LOWER FLOOR
419.33'
LOWER FLOOR
430.00'
MAIN FLOOR
430.00'
MAIN FLOOR
442.17'
SECOND FLOOR
442.17'
SECOND FLOOR
454.00'
HIGHEST RIDGE
454.00'
HIGHEST RIDGE
34'-8"21'-3"11'-0"12'-7"9'-1"9'-7"7'-111/2"6'-81/2"25' height limit
35' overall height limit
DINING ROOMFOYERELEV.
SHAFTSTORAGE
GARAGESTAIR LOBBY
MASTER CLOSETBATH 3SIDE PATIO
DRIVEWAY
OFF STREET PARKING
419.33'
LOWER FLOOR
419.33'
LOWER FLOOR
430.00'
MAIN FLOOR
430.00'
MAIN FLOOR
442.17'
SECOND FLOOR
442.17'
SECOND FLOOR
454.00'
HIGHEST RIDGE
454.00'
HIGHEST RIDGE
34'-8"9'-7"11'-0"12'-7"9'-81/2"11'-1"10'-1"21'-3"5'-91/4"7'-11"25' height limit
35' overall height limit
LIVING ROOM
GARAGEWINE STORAGE
GUEST SUITE
GUEST
BATH
HALLBEDROOM 4 BEDROOM 5
FOYER
DRIVEWAY
OFF-STREET PARKING
SCALE: 1/8" = 1'-0"
SECTION A-A
SCALE: 1/8" = 1'-0"
SECTION B-B
SCALE: 1/8" = 1'-0"
SECTION C-C
5'1'-2"4'8'8'6'Wood and Wire Fence
1
2
3
4
5
6
7
8
9
10
11
1/2"=1'-0"
5'14'-10"8'
Automatic Entry Gate Elevation
1/2"=1'-0"
Date
Scale
Drawn
Job
Of
Sheet
Sheets.The Diep Residence15925 Quail Hill RdLos Gatos CaliforniaDRF
Diep 408-761-0212 phone david@foxla.net1188 kotenberg Avenue san jose 95125David R. Fox & CompanyLandscape ArchitectureDetails4 -10-20
1 "=2 '-0"
L2.1
1
2
3
4
5
6
7
8
9
10
11
R EF ER EN CE N OT ES S CH EDULE
3