Exhibit 12 - Development PlansOF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-1
11/08/22
-1
COVER
SHEET
7.30.24REV.
9.25.24REV.
10.29.24REV.
PROJECT DIRECTORY
ARCHITECT:
KOHLSAAT & ASSOCIATES
51 UNIVERSITY AVENUE, SUITE L
LOS GATOS, CA 95030
TEL: (408) 395-2555
SCOPE OF WORK
SITE AND ARCHITECTURAL DEVELOPMENT ON AN EXISTING VACANT
R1-20 ZONED LOT (HILLSIDE OVERLAY).
WORK TO INCLUDE:
BUILDINGS:
1. CONSTRUCTION OF A NEW RESIDENCE WITH AN ATTACHED
ACCESSORY DWELLING UNIT, AN ATTACHED GARAGE AND BELOW
GRADE BASEMENT.
2. COVERED DECK
3. EGRESS, VENTILATION WELLS AND ACCESS STAIRS.
SITE IMPROVEMENTS (REFER TO CIVIL PLANS):
1. MODIFY EXISTING PRIVATE ROAD TO PROVIDE PARKING AND FIRE
TRUCK TURN-AROUND.
2.SITE RETAINING WALLS AND PAVED YARDS
3.UTILITIY TRENCHING AND CONNECTIONS
4. TREE REMOVAL AND NEW TREE PLANTING
VICINITY MAP
SITE
PROJECT DATA
PROJECT ADDRESS:
APN#:
ZONING:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
AVERAGE LOT SLOPE:
GROSS & NET SITE AREA:
STORIES:
PARKING:
FIRE SPRINKLER:
45 RESERVOIR ROAD
LOS GATOS, CA 95030
529-33-054
R-1-20 (IN HILLSIDE OVERLAY)
R-3, U
V-B
28% (SEE SLOPE CALCS. ON CIVIL PLANS)
10,000SF GROSS, 4,600SF NET (SEE CALCS BELOW)
NEW (2) STORY RESIDENCE,
NEW ATTACHED ACCESSORY DWELLING UNIT
ATTACHED GARAGE
BELOW GRADE BASEMENT
2 COVERED SPACES, 1 UNCOVERED SPACE
WILL PROVIDE
MAIN FLOOR
LOWER FLOOR
GARAGE
SUB-TOTAL
ADU
TOTAL FLOOR AREAS
1,327 SF
1,600 SF
564 SF
3,491 SF
516 SF
4,007 SF
(A) + (B)
1,327 SF
313 SF
0 SF
1,640 SF
516 SF
2,156 SF
FLOOR AREA (A)
1287 SF (1)
338SF (1)
163 + 63SF (2)
EXCLUSION (B)
* EXCLUSIONS:
(1) BELOW GRADE BASEMENT AREA
(2) GARAGE EXEMPTION UP TO 400SF
RESIDENCE + ADU + GARAGE
PATIOS, BALCONIES (OUTSIDE RESIDENCE FOOTPRINT)
TOTAL
STRUCTURAL COVERAGE:
2,195 SF
148 SF
2,343 SF = 23.43%
SHEET INDEXFIRE / BUILDING NOTES
CIVIL ENGINEERING:
HANNA-BRUNETTI
7651 EIGLEBERRY STREET
GILROY, CA 95020
TEL: (408) 842-2173
PROPERTY OWNER:
FARNAZ AGAHIAN
1558 THORNBRIAR DRIVE
SAN JOSE, CA 95131
TEL: (408) 234-5780
REDUCTION OF NET SITE AREA ON SLOPING LOT
(30% PLUS 3% FOR EACH 1% OF SLOPE OVER 20%)
USING AVERAGE SLOPE OF 28%:
-> 30% + 24% = 54% REDUCTION
NET LOT AREA:
GROSS LOT AREA - REDUCTION %
10,000SF * (1-54%) = 4,600SF
ALLOWABLE FAR
= 0.40 - [(4.6-2)/3 X 0.05]
= 0.4 - 0.0433
= 0.3567
ALLOWABLE FLOOR AREA:
NET LOT AREA * FAR
= 4,600SF * 0.3567
= 1640.82SF
FLOOR AREAS:
• 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. 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 requiremeTnts 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 or alphabetical 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 be
viewed 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].
• 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 Key-switch 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.
•CONSTRUCTION SITE FIRE SAFETY: All construction site must comply with applicable
provisions of the CFC chapter 33 and County of Santa Clara Standard Detail and
Specification S1-7.
• REACH CODE COMPLIANCE: This residence will comply with the town's electric appliance,
electric vehicle and energy storage system requirements in accordance with town code
section 6.70.020 and 6.120.020.
SURVEYOR:
HANNA-BRUNETTI
7651 EIGLEBERRY STREET
GILROY, CA 95020
TEL: (408) 842-2173
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-9
A-10
A-11
A-12
A-13
A-14
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
COVER SHEET
NEIGHBORHOOD SITE PLAN
DEMO/EXISTING SITE PLAN
ARCHITECTURAL SITE PLAN
PRELIMINARY LANDSCAPE PLAN
LOWER LEVER FLOOR PLAN
MAIN LEVEL FLOOR PLAN
ROOF PLAN
ELEVATIONS
ELEVATIONS
SECTIONS
VISIBILITY STUDY
VISIBILITY STUDY
SHADOW STUDIES
CIVIL COVER SHEET
BLUEPRINT FOR A CLEAN BAY
EXISTING TOPO SURVEY & DEMO PLAN
GRADING AND DRAINAGE PLAN
UTILITY PLAN
UTILITY PLAN
CROSS SECTIONS & DETAILS
EROSION CONTROL PLAN
1
ARCHITECTURE AND SITE APPLICATION FOR
THE AGAHIAN RESIDENCE
45 RESERVOIR ROAD
LOS GATOS, CA 95030
EXHIBIT 12
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-2
11/08/22
-2
NEIGHBORHO
OD SITE PLAN
7.30.24REV.
9.25.24REV.
10.29.24REV.
SITE SECTION R
A-2
SITE SECTION R
A-2
PRIVATE ROAD
NEW FIRE TRUCK
TURN-AROUND 80 CLELAND AVE
R-1D
(15600sf)
90 CLELAND AVE
R-1D
(19000sf)
103 CLELAND AVE
R-1D
(9600sf)
109 CLELAND AVE
R-1D
114 CLELAND AVE
R-1D
120 CLELAND AVE
R-1D
(8190sf)
24 ROGERS ST
R-1-10
26 ROGERS ST
R-1-10
(17,275 sf)
36 ROGERS ST
R-1-10
(39472sf)
60 ROGERS ST
R-1-20
(15500SF)
55 ROGERS ST
R-1-20
(10000SF)
47 RESERVOIR ROAD
R-1-20
(19150sf)
49 RESERVOIR ROAD
R-1-20
56 CLELAND AVE
R-1D
(9580sf)
54 CLELAND AVE
R-1D
39 RESERVOIR ROAD
R-1D
(16100sf)
25 RESERVOIR ROAD
R-1D
(11900sf)
9 RESERVOIR ROAD
R-1D
(16117sf)
11 RESERVOIR ROAD
R-1D
(10180sf)
81 RESERVOIR ROAD
R-1-20
(60600sf)
79 RESERVOIR ROAD
R-1-20
(24084sf)
34 KIMBLE AVE
R-1-10
(9200sf)
38 KIMBLE AVE
R-1-10
(7300sf)
50 KIMBLE AVE
R-1-10
(7188sf)
56 KIMBLE AVE
R-1-10
(9000sf)
60 KIMBLE AVE
R-1-10
(10562sf)CLELAND AVERESERVOIR ROAD
R
O
G
E
R
S S
T
K
I
M
B
L
E A
V
E
VICINITY MAP
SITE
LEGEND
R-1D (MIN. SIZE LOT 5000SF)
SETBACK
FRONT 15FT
SIDE 5FT
REAR 20FT
R-1-10 (MIN. SIZE LOT 10,000SF)
SETBACK
FRONT 25FT
SIDE 10FT
REAR 20FT
R-1-20 (MIN. SIZE LOT 20,000SF)
SETBACK
FRONT 30FT
SIDE 15FT
REAR 25FT
LABEL
ADDRESS:
ZONING:
(LOT SIZE)
60 ROGERS
80 CLELAND
525.67'
514.50'
547' +/-
478.43' +/-
45 RESERVOIR
NSCALE: 1" = 40'
NEIGHBORHOOD SITE PLAN
SCALE: 1" = 20'
SITE SECTION
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-3
11/08/22
-3
DEMO/
EXISTING
SITE PLAN
7.30.24REV.
9.25.24REV.
10.29.24REV.
N09°09'35"E 129.90'S73° 55' 30"E 83.65'N11°34'58"E 125.57'S86° 21' 44"E 45.09'RESERVOIR DRIVE(EXISTING PRIVATE ACCESS ROAD)EXIST. 1-1/4" GASADJ. GARAGE
ADJ. BLDG
15" OAK
PROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINEREAR
RESIDENCE
ADJACENT
RESIDENCE
ADJACENT
RESIDENCE
FRONT
RESIDENCE
BLDG.
RESIDENCE
column
columnstepss t e p s s t e p s
p a t h wallwallwalls t e p swallwallwallwallwallwallwall
5' WATERLINE EASEMENT
TO TON / NGUYEN PER
INST:23351866 (PARCEL SIX)
5' GASLINE EASEMENT
TO AGAHIAN PER
INST: 25274348 (PARCEL THREE)
3' SANITARY SEWER EASEMENTTO AGAHIAN PERINST: 25274348 (PARCEL FOUR)
s t e p s
gates h e d
hen house
GUY
JP
GUY
N11° 34' 58"E 59.68
S72° 59' 19"E 48.91S77° 03' 15"E 59.66N09° 09' 35"E 12.76
S63° 55' 23"E 34.20510
508
5005105205304985025045065085125145165185225245265285325345365385005025045065085'-0"5'-0"RELOCATE PG&E POLE
2" FORCE MAIN SS TO
SSMH AT 60 ROGERS
TREE PROTECTIVE FENCING
TREE PROTECTIVE FENCING
EXISTING WOOD FENCE TO
BE REPLACED WITH NEW
6FT WOOD FENCE
OUTLINED AREAS:
LRDA (SEE CIVIL C-3)
EXISTING WOOD FENCE
TO BE REPLACED
EXISTING LINE,NO CHANGESHADED BORDERS:
LRDA (SEE CIVIL C-3)
OUTLINED AREAS:
LRDA (SEE CIVIL C-3)
OUTLINED AREAS:
LRDA (SEE CIVIL C-3)
S E R V IC E D R O P
JP WITH
TRANSFORMER
#301
18" BLACK OAK
12" OAK
#312 6" BLACK OAK
#31110" BLACK OAK
#310
10" COAST
LIVE OAK
#309 10" OLIVE
#308
12" COAST
LIVE OAK
#307
12" BLUE OAK
#306
18" BLACK OAK
#305 26"
COAST LIVE OAK #304
19,20"
COAST LIVE OAK
#318
14,18" COAST
LIVE OAK
#320
17" COAST LIVE OAK
#314
36" BLUE OAK
#313 5" TOYON
#315
30" BLUE OAK
#316
30" BLUE OAK
#302
4,3" TOYON
#317
4,4" PLUM
#319
4,4" ELDERBERRY
#303
5" BUCKEYE 12' INGRESS / EGRESS ESMT.PER E 361 O.R. 16560 ROGERS
STREET
36 ROGERS
STREET
80 CLELAND
ROAD
47
RESERVO
IR ROAD
LEGEND
EM
EXISTING PROPERTY LINE
EXISTING CONSTRUCTION TO BE DEMOLISHED
EXISTING LANDSCAPE RETAINING WALLS
EXISTING WOOD FENCE
TREE PROTECTION FENCE
ELECTRICAL METER
EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED
EXISTING ASPHALT PAVED PRIVATE ROAD
LEAST RESTRICTIVE DEVELOPMENT AREA
TREE
N1
SCALE: 1/8" = 1'-0"
EXISTING SITE PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-4
11/08/22
-4
ARCHITECTU
RAL SITE
PLAN
7.30.24REV.
9.25.24REV.
10.29.24REV.
N09°09'35"E 129.90'S73° 55' 30"E 83.65'N11°34'58"E 125.57'S86° 21' 44"E 45.09'EXIST. 1-1/4" GASADJ. GARAGE
ADJ. BLDG
15" OAK
PROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINEREAR
RESIDENCE
ADJACENT
RESIDENCE
ADJACENT
RESIDENCE
FRONT
RESIDENCE
BLDG.
RESIDENCE RESERVOIR ROAD(PRIVATE ACCESS ROAD)FS RISER
5' WATERLINE EASEMENT
TO TON / NGUYEN PER
INST:23351866 (PARCEL SIX)
5' GASLINE EASEMENT
TO AGAHIAN PER
INST: 25274348 (PARCEL THREE)
3' SANITARY SEWER EASEMENTTO AGAHIAN PERINST: 25274348 (PARCEL FOUR)
s t e p s
N11° 34' 58"E 59.68
S72° 59' 19"E 48.91S77° 03' 15"E 59.66N09° 09' 35"E 12.76
S63° 55' 23"E 34.20(NEW)10' PG&E EASEMENT
(NEW)
5' WATER EASEMENT
80 CLELAND
510
508
500510520530498502504506508512514516518522524526528532534536538500502504506508BLDG.
BLDG.
(NEW)10' PG&E EASEMENTDOWNDOWN25'-0"SETBACK
15'-0"SETBACK15'-0"SETBACK12'-11/2"PROPOSED SETBACK12'-6"PROPOSED SETBACK19'-71/2"
REDUCED SETBACK
5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"
22'-41/4"
REDUCED SETBACK
15'-9"EGRESS/INGRESSWIDTH
SITE SECTION R
A-2
SITE SECTION R
A-2
BAY WINDOW
BELOW
GARAGE ROOF
BELOWGARAGE
FOOTPRINT BELOW
CONCRETE SITE
RETAINING WALL
CONCRETE SITE
RETAINING WALL
SEE DETAIL SHEET A5
RETAINING WALL
2" FORCE MAIN SS TO
SSMH AT 60 ROGERS
BLDG ADDRESS
18" HIGH PLANTER
STUCCO FINISH
EX 6FT WOOD FENCE
OUTLINED AREAS:
LRDA (SEE CIVIL C-3)
SOLDIER PILE &
WOOD LAGGING
RETAINING WALL,
SEE DETAIL A5.0.
NEW 6FT WOOD FENCE
NEW 6FT WOOD FENCE
EXISTING LINE,NO CHANGEWIDEN ROAD & NEW
FIRE TRUCK TURN-
AROUND
WIDEN ROAD & NEW
FIRE TRUCK TURN-
AROUND
RELOCATE
NEIGHBOR'S
BRICK COLUMNS
RELOCATE PG&E
POLE & LINES (BOTH
O/H AND U/G)
SHADED BORDERS:
LRDA (SEE CIVIL C-3)
OUTLINED AREAS:
LRDA (SEE CIVIL C-3)
OUTLINED AREAS:
LRDA (SEE CIVIL C-3)
45 RESERVOIR ROAD
R-1-20
(10,000sf)
NEW RESIDENCE
#301
18" BLACK OAK
12" OAK
LOWER LEVEL
GARAGE
GARAGE
ENTRY
(LOWER
LEVEL)
MAIN
ENTRY
(LOWER
LEVEL)
8.5X18
PARKING
SPACE
FF514.5
FF514.0
ACCESS STEPS
LIGHTWELL
(LOWER LEVEL)
WALKWAY
TIERED
LANDSCSAPE
LOGGIA
(MAIN
LEVEL)
#312 6" BLACK OAK
#31110" BLACK OAK
#310
10" COAST
LIVE OAK
#309 10" OLIVE
#308
12" COAST
LIVE OAK
#307
12" BLUE OAK
#306
18" BLACK OAK
#305 26"
COAST LIVE OAK #304
19,20"
COAST LIVE OAK
#318
14,18" COAST
LIVE OAK
#320
17" COAST LIVE OAK
YARD
(LOWER
LEVEL)
YARD
(MAIN LEVEL)
R-1-20 SETBACK
#314
36" BLUE OAK
#313 5" TOYON
#315
30" BLUE OAK
#316
30" BLUE OAK
#302
4,3" TOYON
#317
4,4" PLUM
#319
4,4" ELDERBERRY
#303
5" BUCKEYE
UPPER LEVEL
NEW POLE/
TRANSFORMER12' INGRESS / EGRESS ESMT.PER E 361 O.R. 165FF 514.5
FF 514.0
FF 525.67
30'-0"SETBACK
MAIN LEVEL YARD W/
RETAINING WALLS
(SEE CIVIL FOR HEIGHTS),
60 ROGERS
STREET
36 ROGERS
STREET
80 CLELAND
ROAD
47
RESERVO
IR ROAD
45
RESERVOIR
ROAD
LEGEND
WM
CO
EM
SITE ADDRESS
ADDRESS SHALL BE PLACED IN A POSITION THAT IS PLAINLY
LEGIBLE & VISIBLE FROM THE STREET OR ROAD FRONTING THE
PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR
BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS
OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MIN. 4" HIGH
WITH A MIN. STROKE WIDTH OF ½". WHERE ACCESS IS BY MEANS
OF A PRIVATE ROAD & THE BUILDING ADDRESS CANNOT BE
VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER
SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
CBC R319.1. SEE FRONT ELEVATION ON A12. FOR LOCATION.
TREE PROTECTION
1. SIX-FOOT HIGH CHAIN LINK FENCING MOUNTED ON TWO-INCH
DIAMETER GALVANIZED IRON POSTS SHALL BE DRIVEN INTO THE
GROUND AT LEAST TWO-FEET DEEP AT NO MORE THAN TEN-FOOT
SPACING. WHEN STIPULATED, FOR EXISTING PAVING AREAS THAT
WILL NOT BE DEMOLISHED, POSTS MAY BE SUPPORTED BY
CONCRETE BASE.
2. POSTED EIGHT AND ONE-HALF-INCH BY ELEVEN-INCH SIGN ON
EACH TREE FENCE STATING: “WARNING – TREE PROTECTION ZONE –
THIS FENCE SHALL NOT BE REMOVED AND IS SUBJECT TO PENALTY
ACCORDING TO TOWN CODE 29.10.1025”
3. TREE PROTECTION FENCING IS REQUIRED TO REMAIN IN PLACE
THROUGHOUT CONSTRUCTION.
EXISTING PROPERTY LINE
BUILDING SETBACK LINE (R-1-20)
BUILDING SETBACK LINE (PROPOSED)
MAIN LEVEL STRUCTURE FOOTPRINT
LOWER LEVEL STRUCTURE FOOTPRINT
OVERHEAD ROOF LINE
LIGHT WELL, ACCESS STAIR, YARDS
CONCRETE RETAINING WALL
EXISTING/NEW WOOD FENCE
TREE PROTECTION FENCE
EXISTING TREE TO BE REMOVED
ELECTRICAL LINE (OVERHEAD)
ELECTRICAL LINE (UNDERGROUND)
WATER METER
SEWER CLEAN-OUT
AREA DRAIN LOCATIONS
TRAVEL DISTANCE FROM HYDRANT
TO FARTHEST BLDG CORNER
EXCEPTION AREA WITH RETAINING
WALLS OVER 4FT HIGH
EXCEPTION AREA WITH FILL OVER 3FT
HIGH
FLOOR AREA ENCROACHING INTO
SETBACK
LEAST RESTRICTIVE DEVELOPMENT
AREA
DS
SITE AND ARCHITECTURAL DEVELOPMENT ON AN EXISTING VACANT
R1-20 ZONED LOT (HILLSIDE OVERLAY).
WORK TO INCLUDE:
BUILDINGS:
1. CONSTRUCTION OF A NEW RESIDENCE WITH AN ATTACHED
ACCESSORY DWELLING UNIT, AN ATTACHED GARAGE AND BELOW
GRADE BASEMENT.
2. COVERED DECK AND BALCONY
3. EGRESS, VENTILATION WELLS AND ACCESS STAIRS.
SITE IMPROVEMENTS (REFER TO CIVIL AND LANDSCAPE PLANS):
1. MODIFY EXISTING PRIVATE ROAD TO PROVIDE PARKING AND
FIRE TRUCK TURNOUT.
2. DRIVEWAY ACCESS TO GARAGE
3. SITE RETAINING WALLS AND PAVED YARDS
4. LANDSCAPE AND IRRIGATION
5. UTILITIY TRENCHING AND CONNECTIONS.
SCOPE OF WORK
EM
NSCALE: 1/8" = 1'-0"
PROPOSED SITE PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-5
11/08/22
-5
PRELIMINARY
LANDSCAPE
PLAN
7.30.24REV.
9.25.24REV.
10.29.24REV.
N09°09'35"E 129.90'S73° 55' 30"E 83.65'N11°34'58"E 125.57'S86° 21' 44"E 45.09'ADJ. GARAGE
PROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINEREAR
RESIDENCE
ADJACENT
RESIDENCE
ADJACENT
RESIDENCE
FRONT
RESIDENCE
BLDG.
RESIDENCE RESERVOIR ROAD(PRIVATE ACCESS ROAD)5' WATERLINE EASEMENT
TO TON / NGUYEN PER
INST:23351866 (PARCEL SIX)
5' GASLINE EASEMENT
TO AGAHIAN PER
INST: 25274348 (PARCEL THREE)
3' SANITARY SEWER EASEMENTTO AGAHIAN PERINST: 25274348 (PARCEL FOUR)
s t e p s
FL INV 6IN CLAY PIPE
N11° 34' 58"E 59.68
S72° 59' 19"E 48.91S77° 03' 15"E 59.66N09° 09' 35"E 12.76
S63° 55' 23"E 34.20(NEW)
10' PG&E EASEMENT DOWNDOWNOAK
GIA
OAK
OAK
OAK
GIA
GIA
GIA
GIA
GIA
GIA GIA
GIA
5'-0"5'-0"5'-0"5'-0"TREE PROTECTIVE FENCING
TREE
PROTECTIVE
FENCING
CONCRETE RETAINING
WALL, DARK
CONCRETE FINISH,
SEE DETAIL BELOW
CONCRETE RETAINING
WALL, MATCHING
STUCCO FINISH,
SEE DETAIL BELOW
CONCRETE RETAINING
WALL, MATCHING
STUCCO FINISH
6 FT HIGH WOOD
FENCE & GATE
WIDENED ROAD & NEW FIRE
TRUCK TURN-AROUND
(SEE CIVIL)
NEW TREES, TYP.
WITH MULCH GROUND COVERING
EXISTING TREES
TO REMAIN, TYP.
REMOVE EXISTING
TREE, TYP.
PLANTING AREA
NEW 6FT WOOD FENCE
SOLDIER PILE AND WOOD
LAGGING RETAINING WALL
NEW 6FT WOOD FENCE
NEW TREES, TYP.
WITH MULCH GROUND COVERING
NEW RESIDENCE
#301
18" BLACK OAK
12" OAK
GARAGE
ENTRY
(LOWER
LEVEL)
MAIN
ENTRY
(LOWER
LEVEL)
ACCESS STEPS
LIGHTWELL
(LOWER LEVEL)
WALKWAY
LOGGIA
(MAIN
LEVEL)
#312 6" BLACK OAK
#311
10" BLACK OAK
#310
10" COAST
LIVE OAK
#309 10" OLIVE
#308
12" COAST
LIVE OAK
#307
12" BLUE OAK
#306
18" BLACK OAK
#305 26"
COAST LIVE OAK #304
19,20"
COAST LIVE OAK
#318
14,18" COAST
LIVE OAK
#320
17" COAST LIVE OAK
YARD
(LOWER
LEVEL)
YARD
(MAIN LEVEL)
#314
36" BLUE OAK
#313 5" TOYON
#315
30" BLUE OAK
#316
30" BLUE OAK
#302
4,3" TOYON
#317
4,4" PLUM
#319
4,4" ELDERBERRY
#303
5" BUCKEYE 12' INGRESS / EGRESS ESMT.PER E 361 O.R. 16560 ROGERS
STREET
36 ROGERS
STREET
80 CLELAND
ROAD
47
RESERVO
IR ROAD
45
RESERVOIR
ROAD
DRIVEWAY: STONE PAVER O/ CONCRETE SLAB
WALKWAY, YARD, SITE STAIR: STONE PAVER O/
CONCRETE SLAB
ROAD: ASPHALT PAVING
LANDSCAPE AREA W/ MULCH COVER
CONCRETE RETAINING WALLS
FINISH TO BE SANDBLASTED WITH STAINED CONCRETE, OR
SMOOTH STUCCO FINISH, BOTH TO HAVE LRV OF 30 OR LESS.
EXISTING TREE (AND DRIB LINE) TO REMAIN
EXISTING TREE TO BE REMOVED
(4) OAK
(19) BAY LAUREL, PODOCARPUS, OR
PITTOSPORUM (WITHIN 30' FROM RESIDENCE)
(9) 24 BOX THUJA GREEN GIANT
LEGEND
TREE
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
REMAIN
REMOVE
REMAIN
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMAIN
REMOVE
REMOVE
REMOVE
REMAIN*
REMAIN*
REMAIN*
REMOVE
REMAIN
REMOVE
REMAIN*
TREE INVENTORY
ID SPECIES CANOPY STATUS REPLACEMENT
BLACK OAK
TOYON
BUCKEYE
LIVE OAK
LIVE OAK
BLACK OAK
BLUE OAK
LIVE OAK
OLIVE
LIVE OAK
BLACK OAK
BLACK OAK
TOYON
BLUE OAK
BLUE OAK
BLUE OAK
PLUM
LIVE OAK
ELDERBERRY
LIVE OAK
35'
8'
10'
35'
35'
25'
20'
20'
20'
20'
10'
10'
10'
45'
45'
45'
15'
35'
15'
35'
(2) 15 GAL.
(4) 15 GAL.
(4) 15 GAL.
(3) 15 GAL.
(3) 15 GAL.
(3) 15 GAL.
EXEMPT
(2) 15 GAL.
(2) 15 GAL.
(2) 15 GAL.
EXEMPT
EXEMPT
* INDICATES TREES LOCATED ON ADJACENT PROPERTIES.
TOTAL REPLACEMENT TREES = (25) 24" BOX.
(neighbor's
property)
6SHEET OF 7 20053AS SHOWNTPTPXXTPAugust 25, 2021DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSRETAINING WALL APPLICATION NO. B21-1015SECTIONS, DETAILS, AND NOTESTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF BOUKNIGHT - 144 WOOD ROADPLAN 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.COMAPN 510-47-045HB JOB NO. 20053
7/11/2023N 1
SCALE: 1/8" = 1'-0"
PRELIMINARY LANDSCAPE PLAN
SCALE: 1:1.92
SITE RETAINING WALL DETAILSCALE: 1:1.92
SITE RETAINING WALL DETAIL
4" PERFORATED
DRAIN PIPE
STUCCO FINISH TO
MATCH HOUSE
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-6
11/08/22
-6
LOWER
LEVER
FLOOR PLAN
7.30.24REV.
9.25.24REV.
10.29.24REV.PRIVATE ACCESS ROADR-1-20 SETBACK
R-1-20 SETBACK R-1-20 SETBACKUPDW
5'-41/2"2'-6"4'-21/2"3'-41/2"10"15'-0"12'-0"TO BLDG.15'-0"12'-6"TO BLDG.19'-71/2"TO BLDG.
25'-0"8"4'-1"13'-21/2"13'-11/2"9'-31/2"17'-51/2"28'-9"11'-4"15'-1"39'-1"4'-2"14'-21/2"16'-7"12'-81/2"
ELEVCOAT OFFICE
FOYER
SUITE 2 MAIN
SUITE
BA.
clo.
PWD
GARAGE
LAUNDRY
MECH
BATH
LIGHTWELL
COVERED
ENTRY
11x20 space11x18 space
STEPS UPBROOM3
A-10
1
A-9
4
A-10
2 2
A-9
D
A-11
D
A-11
C
A-11
F
A-11
F
A-11
BASEMENT LINEGARAGE
ENTRY
(LOWER
LEVEL)
FF 514.0
MAIN
ENTRY
(LOWER
LEVEL)
FF 514.5
EGRESS
WINDOW
(LOWER
LEVEL)
EXIT
(LOWER
LEVEL)(TO MAIN
LEVEL)R-1-20 SETBACKR-1-20 SETBACKA
A-11
B
A-11
E
A-11
E
A-11
LEGEND
EXISTING PROPERTY LINE
BUILDING SETBACK LINE
REDUCED BUILDING SETBACK LINE
FLOOR AREA (RESIDENCE)
FLOOR AREA (ADU)
BELOW GRADE BASEMENT AREA
GARAGE AREA
(NOT COUNTED AS BELOW GRADE BASEMENT)
FLOOR AREA ENCROACHING INTO SETBACK
OUTLINE OF FLOOR FOOTPRINT ABOVE
RETAINING WALLS
PAVED PATIOS, YARDS
EXTERIOR LIGHT FIXTURE
NSCALE: 1/4" = 1'-0"
LOWER LEVEL FLOOR PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-7
11/08/22
-7
MAIN LEVEL
FLOOR PLAN
7.30.24REV.
9.25.24REV.
10.29.24REV.
R-1-20 SETBACK
R-1-20 SETBACK SETBACK LINEDOWNDOWNDOWNFW
DW
RG15'-0"12'-101/4"TO BLDG.2'-13/4"5'-41/2"15'-0"12'-6"TO BLDG.19'-71/2"TO BLDG.
25'-0"2'-6"13'-23/4"13'-1"9'-33/4"17'-51/2"19'-1"17'-0"17'-0"2'-10"
32'-9"9'-9"
2'-10"14'-21/2"29'-31/2"
D
A-11
D
A-11
C
A-11
F
A-11
F
A-11
KITCHEN
FAMILY
RM
ELEV
ADU
DINING
RM
PWD.
ADU
BATH
5x7
ISLAND
LOGGIA
(COVERED)
open to
below
LIVING
RM
CLO.
REAR
YARD
(MAIN FLOOR)
SIDE
STEPS
OVERLOOK
LIGHT-WELL
BELOW
ELEC.
ELEC.
SIDE
YARD
(LOWER
FLOOR)
TIERED
LANDSCAPING
WALKWAY
WALKWAY
R-1-20 SETBACKEGRESS
DOOR
(MAIN
LEVEL)
EGRESS
DOOR
(ADU)R-1-20 SETBACKA
A-11
B
A-11
E
A-11
E
A-11
(A T T A C H E D
A D U )LEGEND
EXISTING PROPERTY LINE
BUILDING SETBACK LINE
REDUCED BUILDING SETBACK LINE
FLOOR AREA (RESIDENCE)
FLOOR AREA (ADU)
BELOW GRADE BASEMENT AREA
GARAGE AREA
(NOT COUNTED AS BELOW GRADE BASEMENT)
FLOOR AREA ENCROACHING INTO SETBACK
OUTLINE OF FLOOR FOOTPRINT ABOVE
RETAINING WALLS
PAVED PATIOS, YARDS
EXTERIOR LIGHT FIXTURE
NSCALE: 1/4" = 1'-0"
MAIN LEVEL FLOOR PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-8
11/08/22
-8
ROOF PLAN
7.30.24REV.
9.25.24REV.
10.29.24REV.
D
A-11
D
A-11
F
A-11
F
A-11
ROOF OVER
GARAGE BELOW
ROOF OVER WINDOW
BAY BELOW
4:12
4:12
4:12
4:12
LOW SLOPE
(FLAT)
MEMBRANEDROOF
LOW SLOPE
(FLAT)
MEMBRANEDROOF
CONCRETE TILE ROOF, TYP.
CONCRETE TILE ROOF, TYP.
CONCRETE TILE ROOF, TYP
ALL ROOFING ASSEMBLIES ARE
CLASS 'A' AND RATED FOR
HILLSIDE APPLICATION (WUI
APPROVED)
E
A-11
E
A-11
4:12
4:12
4:12
4:12
4:12
4:12
skylight
(low profile)
skylight
(low profile)
skylight
(low profile)
C
A-11
A
A-11
B
A-11
C
A-11
A
A-11
B
A-11
NSCALE: 1/4" = 1'-0"
ROOF PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-9
11/08/22
-9
ELEVATIONS
7.30.24REV.
9.25.24REV.
10.29.24REV.
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-10
11/08/22
-10
ELEVATIONS
7.30.24REV.
9.25.24REV.
10.29.24REV.10'-1"ALUM. CLAD PATIO DOOR
SMOOTH STUCCO SIDING WITH INTEGRAL COLOR
(TWO-TONE PALETTE)
ALUM. CLAD PATIO DOOR
CONCRETE TILE ROOF
PAINTED GALVANIZED HALF ROUND STYLE GUTTER
SOFFIT AND EAVE TRIM
LIGHT FIXTURE
TEMPERED SKYLIGHT
(W/ FLAT PROFILE)
MAIN FL.
F.F. 525.67
RIDGE
539.75'
MAIN FL. PLATE
535.75'
NATURAL GRADE
MAIN FL.
F.F. 525.67
RIDGE
539.75'
MAIN FL. PLATE
535.75'
25' HT. LIMIT AT
ELEV. CUT PLANE
UPDATED 3.1411'-2"10'-1"26'-3"OVERALL BLDG. HT.TEMPERED SKYLIGHT
(W/ FLAT PROFILE)
SMOOTH STUCCO SIDING WITH INTEGRAL COLOR
(TWO-TONE PALETTE)
ALUM CLAD, WOOD WINDOW
W/ CAST STONE SILL
CONCRETE TILE ROOF
PAINTED GALVANIZED HALF
ROUND STYLE GUTTER
SOFFIT AND EAVE TRIM
ALUM CLAD, WOOD WINDOW
W/ CAST STONE SILL
SMOOTH STUCCO SIDING
WITH INTEGRAL COLOR
(TWO-TONE PALETTE)
CANTILEVER BAY WINDOW
EGRESS LIGHT WELL
LOWER FL.
F.F. 514.5'
MAIN FL.
F.F. 525.67
RIDGE
539.75'
MAIN FL. PLATE
535.75'
N A T U R A L G R A D E
P R O P O S E D
G R A D E
LOWER FL.
F.F. 514.5'
MAIN FL.
F.F. 525.67
RIDGE
539.75'
MAIN FL. PLATE
535.75'
2 5 ' H T . L I M I T A T
E L E V . C U T P L A N EFront Elevation
Material Area Specification LRV LRV x Area
Stucco-Lighter 206 BM-Huntington Biege HC-21 40 8240
Stucco-Darker 419 BM-Free Spirit 245 24.4 10223.6
Gutters 35 BM-Kendall Charcoal 15 525
Cast Stone 26 Siena Stone-Oatmeal 50 1300
D/W Frames 196 Fleetwood-Black Anodized 3.3 646.8
Total = 882 Total = 20935.4
LRV = 23.73628
Left Elevation
Stucco-Lighter 225 BM-Huntington Biege HC-21 40 9000
Stucco-Darker 426 BM-Free Spirit 245 24.4 10394.4
Gutters 25 BM-Kendall Charcoal 15 375
Cast Stone 18 Siena Stone-Oatmeal 50 900
D/W Frames 70 Fleetwood-Black Anodized 3.3 231
Total = 764 Total = 20900.4
LRV = 27.35654
Rear Elevation
Stucco-Lighter 293 BM-Huntington Biege HC-21 40 11720
Stucco-Darker 117 BM-Free Spirit 245 24.4 2854.8
Gutters 23 BM-Kendall Charcoal 15 345
Cast Stone Siena Stone-Oatmeal 50 0
D/W Frames 38 Fleetwood-Black Anodized 3.3 125.4
Total = 433 Total = 14919.8
LRV = 34.45681
Right Elevation
Stucco-Lighter 225 BM-Huntington Biege HC-21 40 9000
Stucco-Darker 312 BM-Free Spirit 245 24.4 7612.8
Gutters 21 BM-Kendall Charcoal 15 315
Cast Stone 0 Siena Stone-Oatmeal 50 0
D/W Frames 48 Fleetwood-Black Anodized 3.3 158.4
Total = 558 Total = 16927.8
LRV = 30.33656
Total Average LRV
Front Elevation 23.7
Left Elevation 27.4
Rear Elevation 34.5
Right Elevation 30.3
116
Average LRV = 29
SCALE: 1/4" = 1'-0"
SOUTH (REAR) ELEVATION
SCALE: 1/4" = 1'-0"
WEST (RIGHT) ELEVATION
SCALE: 1:0.67
AVERAGE LRV CALCULATIONS
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-11
11/08/22
-11
SECTIONS
7.30.24REV.
9.25.24REV.
10.29.24REV.10'-1"1'-1"10'-1"10'-1"10'-1"9'-6"26'-3"OVERALL BLDG HT.LOWER FL.
F.F. 514.5'
MAIN FL.525.67'
RIDGE
MAIN FL. PLATE
ATTIC
NATURAL GRADE
MAIN LEVEL
RESIDENCE
LOWER LEVEL
RESIDENCE
LOGGIA
LOWER FL.
F.F. 514.5'
MAIN FL.525.67'
RIDGE
MAIN FL. PLATE
25' HT. LIMIT AT
ELEV. CUT PLANE 10'-1"1'-1"10'-1"10'-1"10'-1"25'-83/4"OVERALL BLDG. HT.LOWER FL.F.F. 514.5'
MAIN FL.
525.67'
RIDGE
MAIN FL. PLATE
NATURAL GRADE
ATTIC
MAIN LEVELRESIDENCE
LOWER LEVELRESIDENCE
LOWER FL.F.F. 514.5'
MAIN FL.
525.67'
RIDGE
MAIN FL. PLATE
25' HT. LIMIT AT
ELEV. CUT PLANE
this doest
measure to
highest ridge
10'-1"1'-1"10'-1"10'-7"10'-1"26'-3"OVERALL BLDG. HT.RIDGExxx
LOWER FL.
F.F. 514.5'
MAIN FL.525.67'
MAIN FL. PLATE
NATURAL GRADE
RIDGE
LOWER FL.
F.F. 514.5'
MAIN FL.
525.67'
MAIN FL. PLATE
ADU
GARAGE
ATTIC
ROAD
YARD
25' HT. LIMIT ATELEV. CUT PLANEfence10'-2"10'-1"10'-1"9'-71/2"10'-7"LOWER FL.F.F. 514.5'
MAIN FL.
525.67'
RIDGExxx
MAIN FL. PLATE
NATURAL GRADE
LOWER FL.F.F. 514.5'
MAIN FL.
525.67'
RIDGExxx
MAIN FL. PLATE
LOGGIA
EGRESS
WELL
EGRESS
STAIR
GARAGE
MAIN LEVEL
RESIDENCE
LOWER LEVELRESIDENCE
ENTRYPORCH
25' HT. LIMIT AT
ELEV. CUT PLANE
updated 3.14
NAT URAL GRAD E
LOWER FL.
F.F. 514.5'
MAIN FL.525.67'
RIDGExxx
MAIN FL. PLATE
xxx
LOWER FL.
F.F. 514.5'
MAIN FL.525.67'
RIDGExxx
MAIN FL. PLATE
GARAGE
MAIN LEVELRESIDENCE
EGRESS
WELL
EGRESS
STAIR
ADU
LOWER LEVELRESIDENCE
25' HT. LIMIT AT
ELEV. CUT PLANEupdated 3.14
10'-1"10'-1"LOWER FL.
F.F. 514.5'
MAIN FL.525.67'
RIDGExxx
MAIN FL. PLATE
NATURAL GRADE
LOWER FL.
F.F. 514.5'
MAIN FL.525.67'
RIDGExxx
MAIN FL. PLATE
GARAGE
MAIN LEVEL
RESIDENCE
PATH
EGRESSSTAIR
ADU
LOWER LEVEL
RESIDENCE
ATTIC ATTIC
25' HT. LIMIT ATELEV. CUT PLANEupdated 3.14
SCALE: 1/8" = 1'-0"
SECTION A
SCALE: 1/8" = 1'-0"
SECTION B
SCALE: 1/8" = 1'-0"
SECTION C
SCALE: 1/8" = 1'-0"
SECTION D
SCALE: 1/8" = 1'-0"
SECTION E
SCALE: 1/8" = 1'-0"
SECTION F
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-12
11/08/22
-12
VISIBILITY
STUDY
7.30.24REV.
9.25.24REV.
10.29.24REV.
VERIFIED, NO VIEW TO PROJECT SITE,
STRUCTURE NOT VISIBLE
TOO FAR, NO VIEW TO PROJECT SITE
VIEW TO PROJECT SITE, SEE
ANALYSIS BELOW
OBSERVATION LOCATIONS
BLOSSOM HILL/LG BLVD
MAIN & BAYVIEW
SELINDA WAY & LG
ALMADEN ROAD
HWY 17 & HWY 9
VERIFIED, NO VIEW TO PROJECT SITE,
STRUCTURE NOT VISIBLE
METHOD
1. USING PRELIMINARY PARTIAL STORY POLES* AND ORANGE
NETTING TO CALL OUT CRITICAL HEIGHTS AND BUILDING CORNERS.
2. PHOTOGRAPHS OF THE STORY POLES WERE TAKEN USING 50MM
AND 300MM LENSES.
3. SEE PHOTOS FOR RESULTS AND ANALYSIS.
* CERTIFIED, COMPLETE STORY POLES COMPLIANT TO TOWN'S STANDARDS WILL BE
INSTALLED AT LATER DATE.
REQUIREMENT
CONDUCT A VISIBILITY ANALYSIS AS REQUIRED BY THE HILLSIDE
DEVELOPMENT STANDARDS AND GUIDELINES FOR PROJECTS WITH
THE POTENTIAL FOR BEING VISIBLE FROM ANY ESTABLISHED VIEWING
AREA.
ANALYSIS RESULTS
3 OUT OF 4 ELEVATIONS OF THE PROPOSED HOME ARE NOT VISIBLE
TO THE VIEWING PLATFORM.
PART OF THE FRONT ELEVATION IS SHOWN TO BE PARTIALLY
VISIBLE TO THE VIEWING PLATFORM. THE RATIO BETWEEN VISIBLE
PART VS. NON-VISIBLE PART IS 22 : 78.
ADU PORTION OF THE RESIDENCE IS EXCLUDED FROM THE VISIBILITY
CALCULATION.
PLANNING CONSIDERATIONS TO MINIMIZE VISIBILITY OF
PROPOSED HOME
1. MINIMIZE BUILDING WIDTH ON VISIBLE SIDE OF THE LOT.
2.EMPLOY TIERED BUILDING CONFIGURATION, FOLLOWING THE
HILLSIDE NATURAL CONTOUR.
3. USE OF AN AVERAGE LRV BELOW 30 FOR EXTERIOR FINISHES
INCLUDING: ROOF COVERING, WALL SIDING AND EXTERIOR TRIM.
4. SITE PLANNING TO PRESERVE EXISTING MATURE TREES, WHICH
PROVIDE SUBSTANTIAL SCREENING OF HOME.
PROJECT SITE
HWY 17/HWY 9PLATFORM
MAIN/BAYVIEW
PLATFORM
BLOSSOM HILL / LGBLVD PLATFORM
NO VIEWN
O
V
IE
W VIEW45 RESERVOIR DR.
(PROJECT SITE)
60 ROGERS ST.36 ROGERS ST.
80 CLELAND AVE.
N
PHOTO TAKEN WITH 300MM LENS
PHOTO TAKEN WITH 50MM LENS
MAP
REPRESENT THE VISIBILITY OF THE PROPOSED RESIDENCE FROM THE NAKED EYE
REPRESENT AN UP-CLOSE PERSPECTIVE TO IDENTIFY VISIBLE STORY POLES, NETTING, TREES AND/OR SHRUBBERY.
SHOWING PROJECT SITE IN RELATIONSHIP TO VIEWING PLATFORMS
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-13
11/08/22
-13
VISIBILITY
STUDY
7.30.24REV.
9.25.24REV.
10.29.24REV.
234 sq ft
FOREGROUND TREE COVERAGE
STORY POLE TO REFLECT CORNER
BUILDING OUTLINE
AREA WITH NO TREE COVERAGE
CURRENT COVERAGE BY TREE
PROPOSED TO BE REMOVED.
AREA NOT INCLUDED IN
SCREENING CALCULATION.
LOOKING AT PART OF LOGGIA
ADU
(NOT
COUNTED)
60 ROGERS (UP HILL)
80 CLELAND (DOWNHILL)
TREE
#318 (FOREGROUND
TREES OFF SITE)(FOREGROUND
TREES OFF SITE)
TREE
#301
ANALYSIS RESULT:
RED SHADED AREA INDICATED VISIBLE AREA.
ORANGE AREA INDICATES AREA NOW VISIBLE DUE TO TREE
REMOVAL.
(ADU EXCLUDED FROM CALCULATIONS)
THE TOTAL VISIBLE PART EQUALS TO 22% OF THE ELEVATION.
NO OTHER SIDE OF THE HOUSE IS VISIBLE.
(ADU)
15" OAK
24" OAK
OAK
GIA
OAK
OAK
OAK
GIA
GIA
GIA
GIA
GIA
GIA GIA
GIA CLELAND AVEVIEWING ANGLE FROMHWY17/HWY9 PLATFORM
TREE GROVE
DOWNHILL OF
CLELAND AVE.
#30118" BLACK OAK
12" OAK
#312 6" BLACK OAK
#31110" BLACK OAK
#31010" COASTLIVE OAK
#309 10" OLIVE
#30812" COASTLIVE OAK
#30712" BLUE OAK
#30618" BLACK OAK
#305 26"COAST LIVE OAK #30419,20"COAST LIVE OAK
#31814,18" COASTLIVE OAK
#32017" COAST LIVE OAK
#31436" BLUE OAK
#313 5" TOYON
#31530" BLUE OAK #31630" BLUE OAK
#3024,3" TOYON
#3174,4" PLUM
#3194,4" ELDERBERRY
#3035" BUCKEYE
NTREE COVERAGE AND BUILDING VISIBILITY ANALYSIS
SCALE: 1" = 20'
SITE PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN
A-14
11/08/22
-14
SHADOW
STUDIES
7.30.24REV.
9.25.24REV.
10.29.24REV.
Dec 21, 9am Dec 21, 12pm Dec 21, 3pm
June 21, 9am June 21, 12pm June 21, 3pm
SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"
SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"
BLDG.REV.: DEC. 2015
VICINITY MAP
PLAN FOR THE IMPROVEMENT OFLANDS OF AGAHIAN - 45 RESERVOIR DRIVEPARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSCOVER SHEETARCHITECTURAL & SITE APPLICATION NO. S-22-048REVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE:SEPTEMBER 4, 2024AMXXAMTMAS SHOWN23067TOWN OF LOS GATOS STANDARD PUBLIC IMPROVEMENT NOTES
1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE FOLLOWING:
a. TOWN OF LOS GATOS ENGINEERING DESIGN STANDARDS AND SPECIFICATIONS
(UNLESS SPECIFICALLY STATED OTHERWISE ON THE PLANS).
b. ALL TOWN OF LOS GATOS CONDITIONS OF APPROVAL RELATED TO THE PROJECT.
c. THESE PLANS AND DETAILS.
d. RECOMMENDATIONS OF THE PROJECT SOILS INVESTIGATION
SOILS ENGINEER ___________________________________________________
REFERENCE REPORT NO. _______________, DATED ____________
LETTER NO. __________, DATED ____________, SHALL BE THOROUGHLY COMPLIED
WITH. BOTH THE MENTIONED REPORT AND ALL UPDATES/ADDENDUMS/LETTERS
ARE HEREBY APPENDED AND MADE A PART OF THESE PLANS.
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 (408) 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. 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.
7. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE
STANDARDS ESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE
PARTICULATES.
8. 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.
9. THE GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED SUPERVISION ON THE JOB SITE
AT ALL TIMES DURING CONSTRUCTION.
10. CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE TO ANY
EXISTING TREES, SURFACE IMPROVEMENTS, DRAINAGE, WATER, SEWER, ELECTRICAL OR
TELECOMMUNICATION FACILITIES WHETHER ABOVE GROUND OR UNDERGROUND.
CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR ANY DAMAGE THERETO.
11. HORIZONTAL AND VERTICAL CONTROLS SHALL BE SET AND CERTIFIED BY A LICENSED
SURVEYOR OR REGISTERED CIVIL ENGINEER QUALIFIED TO PRACTICE LAND SURVEYING.
12. DURING CONSTRUCTION, ALL APPLICABLE WORK (SUBGRADE, PAVING, ETC.) SHALL BE
INSPECTED BY THE APPLICANT'S SOILS ENGINEER. THE ENGINEER SHALL BE NOTIFIED AT
LEAST 48 HOURS BEFORE BEGINNING SUCH WORK. THE ENGINEER SHALL BE ON-SITE TO
VERIFY CONDITIONS AS REQUIRED IN HIS REPORT. SHOULD ANY CHANGES TO THE
REPORT RECOMMENDATIONS BE NECESSARY, TOWN APPROVAL SHALL BE OBTAINED
PRIOR TO ANY ASSOCIATED WORK.
13. THE RESULTS OF THE CONSTRUCTION OBSERVATION AND TESTING SHALL 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.
14. 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 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.
15. 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.
16. OWNER/APPLICANT: ____________________________ PHONE:_____________
17. GENERAL CONTRACTOR: _________________________ PHONE:_____________
18. 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 FOR COORDINATING INSPECTION PERFORMED BY OTHER GOVERNMENTAL
AGENCIES.
19. 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.
SHEET INDEX
1.TOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONS
2.BLUEPRINT FOR A CLEAN BAY SHEET
3.EXISTING TOPOGRAPHY AND DEMOLITION PLAN
4.GRADING & DRAINAGE PLAN
5-6. UTILITY PLAN
7. CROSS SECTIONS & DETAILS
8. EROSION CONTROL PLAN
PLAN FOR THE IMPROVEMENT OF
TOWN OF LOS GATOS
GRADING & DRAINAGE PLANS
ARCHITECTURAL & SITE APPLICATION NO. S-22-048
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.
TOTAL SITE AREA:
9,973 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
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
ABBREVIATIONS
8SHEET OF 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.APN 529-33-054CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 EMAIL: ENGINEERING @ HANNABRUNETTI.COMSITE ELEMENT CUT FILL
RESIDENCE
GRADING QUANTITIES
882± C.Y.0± C.Y.
DRIVEWAY 15± C.Y.283± C.Y.
YARD 510± C.Y.65± C.Y.
TOTAL 1,407± C.Y.348± C.Y.
HEIGHT
18.8'±/0'±
1.0'±/15.5'±
8.2'±/6'±
Rogers Street
Cheland AvenueState High
way
17
Los Gatos Blvd
Colleg
e
Ave
Reservoir Road
Pagent Way
Jackson Street
JOB NO. 23067
C2EARTH, INC.
22118C-01R1 01-20-23
FARNAZ AGAHIAN 408-234-5780
REV.: SEPT. 2016
8SHEET OF 2 PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSREVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE:SEPTEMBER 4, 2024AMXXAMTMNONECONTRACTOR 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.23067GRADING & DRAINAGE PLANSLANDS OF AGAHIAN - 45 RESERVOIR DRIVEBLUEPRINT FOR A CLEAN BAYARCHITECTURAL & SITE APPLICATION NO. S-22-048CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054JOB NO. 23067
3SHEET OF 8 230671"=20'TMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048APN 529-33-054TOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR 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 EXISTING TOPOGRAPHIC SURVEY AND DEMOLITION PLANCIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 EMAIL: ENGINEERING @ HANNABRUNETTI.COMNOT FOR CONSTRUCTION
PRELIMINARY PLANS
JOB NO. 23067
4SHEET OF 8 230671"=5'TMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048GRADING & DRAINAGE PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR 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 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054NOT FOR CONSTRUCTION
PRELIMINARY PLANS
JOB NO. 23067
5SHEET OF 8 230671"=5'TMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048UTILITY PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR 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 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054NOT FOR CONSTRUCTION
PRELIMINARY PLANS
SEE SHEET 5MATCH LINESEE 6.2 - SHEET 6MATCH LINEJOB NO. 23067SEE 6.1 - SHEET 6MATCH LINE
BLDG.
BLDG.WM6SHEET OF 8 23067AS SHOWNTMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048UTILITY PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR 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 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054NOT FOR CONSTRUCTION
PRELIMINARY PLANSMATCH LINESEE SHEET 5JOB NO. 23067
6.1 PROPOSED WATER LATERAL
6.2 PROPOSED SANITARY SEWER LATERAL MATCH LINESEE SHEET 5
BLDG.
7SHEET OF 8 230671"=5'TMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048CROSS SECTIONS & DETAILSTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR 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 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054NOT FOR CONSTRUCTION
PRELIMINARY PLANSSEE SHEET 5MATCH LINEJOB NO. 23067
Fire Turnaround Diagram
scale: 1"=10'
BLDG.
BLDG.
BLDG.
BLDG.WM8SHEET OF 8 23067AS SHOWNTMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048EROSION CONTROL PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR 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 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054JOB NO. 23067