Exhibit 10 - Revised 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
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-2
NEIGHBORHOOD SITE PLAN
REV 5.7.25
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 AVER-1D(19000sf)
103 CLELAND AVER-1D(9600sf)
109 CLELAND AVER-1D
114 CLELAND AVER-1D
120 CLELAND AVER-1D(8190sf)
24 ROGERS STR-1-10
26 ROGERS ST
R-1-10(17,275 sf)
36 ROGERS STR-1-10
(39472sf)
60 ROGERS ST
R-1-20(15500SF)
55 ROGERS STR-1-20(10000SF)
47 RESERVOIR ROADR-1-20(19150sf)
49 RESERVOIR ROADR-1-20
56 CLELAND AVER-1D(9580sf)
54 CLELAND AVER-1D
39 RESERVOIR ROADR-1D
(16100sf)
25 RESERVOIR ROADR-1D(11900sf)
9 RESERVOIR ROADR-1D(16117sf)
11 RESERVOIR ROADR-1D(10180sf)
81 RESERVOIR ROAD
R-1-20(60600sf)
79 RESERVOIR ROADR-1-20(24084sf)
34 KIMBLE AVER-1-10(9200sf)
38 KIMBLE AVE
R-1-10(7300sf)
50 KIMBLE AVER-1-10(7188sf)
56 KIMBLE AVER-1-10
(9000sf)
60 KIMBLE AVER-1-10(10562sf)CLELAND AVERESERV
O
I
R
R
O
A
D
R
O
G
E
R
S
S
T
KI
M
B
L
E
A
V
E
PROJECT SITE45 RESERVOIR RD
R-1-20(10000SF)
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
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-3
DEMO/
EXISTINGSITE PLAN
REV 5.7.25
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 LINEREARRESIDENCE
ADJACENTRESIDENCE
ADJACENTRESIDENCE
FRONTRESIDENCE
BLDG.
RESIDENCE
column
columnstepss t e p s s t
e
p
s
p a t hwallwall
wall
s t e p swallwallwallwallwallwallwall
5' WATERLINE EASEMENTTO TON / NGUYEN PERINST:23351866 (PARCEL SIX)
5' GASLINE EASEMENT
TO AGAHIAN PERINST: 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
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)
SHADED BORDERS:
LRDA (SEE CIVIL C-3)
SERVIC
E
D
R
O
P
JP WITH
TRANSFORMER
#30118" BLACK OAK
12" OAK
#3126" 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 12' INGRESS / EGRESS ESMT.PER E 361 O.R. 16560 ROGERSSTREET
36 ROGERSSTREET
80 CLELANDROAD
47RESERVOIR 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
NSCALE: 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
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ARCHITECTU
RAL SITEPLAN
REV 5.7.25
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
ADJ. BLDG
15" OAK
PROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINEREARRESIDENCE
ADJACENTRESIDENCE
ADJACENTRESIDENCE
FRONTRESIDENCE
BLDG.
RESIDENCE RESERVOIR ROAD(PRIVATE ACCESS ROAD)5' WATERLINE EASEMENTTO TON / NGUYEN PERINST:23351866 (PARCEL SIX)
5' GASLINE EASEMENT
TO AGAHIAN PERINST: 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
510
508
500510520530498502504506508512514516518522524526528532534536538500502504506508SEE CIVIL FOR
FIRE TURN-AROUND
DOWNDOWN25'-0
"SETB
A
C
K
15'-0"SETBACK15'-0"SETBACK19'-71/2"
REDU
C
E
D
S
E
T
B
A
C
K
5'-0"5'-0"5'-0"5'-0"22'-41/4"
REDU
C
E
D
S
E
T
B
A
C
K
15'-9"EGRE
S
S
/
I
N
G
R
E
S
S
WIDTH
3'-6"TO R
O
A
D
SITE SECTION R
A-2
LOWER FL
BAY
LOWER FL
GARAGEGARAGE
FOOTPRINT BELOW
CONCRETE SITE
RETAINING WALL
CONCRETE SITE
RETAINING WALL
SEE DETAIL SHEET A5
RETAINING WALL
BLDG ADDRESS
MAIN FL
BALCONY
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
WIDEN ROAD & NEW
FIRE TRUCK TURN-
AROUND
WIDEN ROAD & NEW
FIRE TRUCK TURN-
AROUND
RELOCATE
NEIGHBOR'S
BRICK COLUMNS
TREE PROTECTION
FENCESHADED BORDERS:
LRDA (SEE CIVIL C-3)
OUTLINED AREAS:
LRDA (SEE CIVIL C-3)
SHADED BORDERS:
LRDA (SEE CIVIL C-3)
TRAVEL DISTANCE:
- BLDG CORNER TO PROP LINE 121.5'
- PROP LINE TO HYDRANT: 361.5'
TOTAL TRAVEL DISTANCE TO HYDRANT ON
RESERVOIR ROAD: 483' (RESIDENCE WILL BE
EQUIPPED WITH FIRE PROTECTION
SPRINKLER SYSTEM)
45 RESERVOIR ROAD
R-1-20(10,000sf)
NEW RESIDENCE
#30118" BLACK OAK
12" OAK
LOWER LEVEL
GARAGE
GARAGEENTRY(LOWERLEVEL)
MAINENTRY(LOWERLEVEL)
8.5X18PARKING
SPACE
FF514.5
FF514.0
ACCESS STEPS
LIGHTWELL(LOWER LEVEL)
WALKWAY
TIEREDLANDSCSAPE
LOGGIA(MAINLEVEL)
#3126" 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
YARD(LOWERLEVEL)
YARD(MAIN LEVEL)
R-1-20 SETBACK
#31436" BLUE OAK
#313 5" TOYON
#31530" BLUE OAK
#31630" BLUE OAK
#3024,3" TOYON
#3174,4" PLUM
#3194,4" ELDERBERRY
#3035" BUCKEYE
UPPER LEVEL
12' 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 ROGERSSTREET
36 ROGERSSTREET
80 CLELANDROAD
47RESERVOIR ROAD
45RESERVOIRROAD
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)
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 REMAIN
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
EXCEPTION AREA WITH CUT OVER 4FT
DEEP
FLOOR AREA ENCROACHING INTO
SETBACK
LEAST RESTRICTIVE DEVELOPMENTAREA
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
TREE
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
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-5
PRELIMINARY
LANDSCAPEPLAN
REV 5.7.25
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 LINEREARRESIDENCE
ADJACENTRESIDENCE
ADJACENTRESIDENCE
FRONT
RESIDENCE
BLDG.
RESIDENCE RESERVOIR ROAD(PRIVATE ACCESS ROAD)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 34.20SEE CIVIL FOR
FIRE TURN-AROUND
DOWNDOWNOAK
OAK
OAK
GIA
GIA
OAK
OAK
OAK
GIA
GIA
GIA
GIA
GIAGIAGIA
OAK
OAK
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
WIDENED ROAD & NEW FIRE
TRUCK TURN-AROUND
(SEE CIVIL)
NEW TREES, TYP.
SEE LEGEND FOR TYPES
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, TYP5FT DEFENSIBLE SPACE5FT DEFENSIBLE SPACENEW RESIDENCE
#30118" BLACK OAK
12" OAK
GARAGEENTRY(LOWERLEVEL)
MAINENTRY(LOWERLEVEL)
ACCESS STEPS
LIGHTWELL(LOWER LEVEL)
WALKWAY
LOGGIA(MAINLEVEL)
#3126" 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
YARD(LOWERLEVEL)
YARD(MAIN LEVEL)
#31436" BLUE OAK
#313 5" TOYON
#31530" BLUE OAK
#31630" BLUE OAK
#3024,3" TOYON
#3174,4" PLUM
#3194,4" ELDERBERRY
#3035" BUCKEYE
60 ROGERSSTREET
36 ROGERSSTREET
80 CLELANDROAD
47RESERVOIR ROAD
45RESERVOIRROAD
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
(8) OAK TREES
- COAST LIVE OAK (QUERCUS AGRIFOLIA)
- BLACK OAK (QUERCUS VELUTINA)
(9) TOYON TREES (HETEROMELES ARBUTIFOLIA)
LEGEND
TREE
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
REMAIN
REMOVE
REMOVE
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.
(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 NEIGHBOR'S PROPERTIES.
TOTAL REQUIRED REPLACEMENT TREES = 27
PROPOSED TREES TO BE PLANTED = 17
REMAINING TREES TO BE ENTERED INTO TOWN IN-LIEU
PLANTING PROGRAM = 10
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
7/11/2023NSCALE: 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
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-6
LOWER
LEVERFLOOR PLAN
REV 5.7.25
PRIVATE ACCESS ROADR-1-20 SETBACK
R-1-20 SETBACK R-1-20 SETBACKUPDW
5'-41/2"
19'-71/2"TO B
L
D
G
.
25'-0
"8"4'-1"11'-81/2"13'-11/2"8'-21/2"16'-7"30'-41/2"11'-4"13'-0"35'-10"5'-91/2"14'-21/2"16'-7"12'-81/2"
3'-6"
7'-1"
5'-31/4"
7'-63/4"
5'-0"
9'-31/2"
ELEVCOAT OFFICE
FOYER
SUITE 2
MAIN
SUITE
BA.
clo.
PWD
GARAGE
LAUNDRY
MECH
BATH
LIGHTWELL
COVERED
ENTRY
11x20 space11x20 space
STEPS UPBROOMD
A-11
D
A-11
C
A-11
F
A-11
F
A-11
BASEMENT LINEGARAGEENTRY(LOWERLEVEL)FF 514.0
MAINENTRY(LOWERLEVEL)FF 514.5
EGRESSWINDOW(LOWERLEVEL)
EXIT(LOWERLEVEL)
(TO MAINLEVEL)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
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
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-7
MAIN LEVELFLOOR PLAN
REV 5.7.25
R-1-20 SETBACK
R-1-20 SETBACK SETBACK LINEDOWNDOWNDOWNFW
DW
RG15'-0"5'-41/2"15'-0"19'-71/2"TO B
L
D
G
.
25'-0
"12'-21/2"12'-71/4"8'-23/4"16'-7"16'-91/2"17'-0"15'-1/2"2'-10"
32'-9"9'-41/2"
2'-10"14'-21/2"29'-31/2"
D
A-11
D
A-11
C
A-11
F
A-11
F
A-11
FAMILYRM
ELEV
ADU
DININGRM
PWD.
ADUBATH
5x6.5ISLAND
LOGGIA(COVERED)
open tobelow
LIVINGRM
CLO.
REAR
YARD(MAIN FLOOR)
SIDESTEPS
OVERLOOK
LIGHT-WELLBELOW
GAS
ELEC.
SIDEYARD
(LOWER
FLOOR)
TIERED
LANDSCAPING
WALKWAY
WALKWAY
KITCHENR-1-20 SETBACKEGRESSDOOR(MAINLEVEL)
EGRESSDOOR(ADU)R-1-20 SETBACKA
A-11
B
A-11
E
A-11
E
A-11
LEGEND
EXISTING PROPERTY LINE
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
REV 5.7.25
D
A-11
D
A-11
F
A-11
F
A-11
ROOF OVER
GARAGE BELOW
ROOF OVER WINDOW
BAY BELOW
DECORATIVE CHIMNEY
CAP
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)
4:12
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
REV 5.7.25
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
REV 5.7.25
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
REV 5.7.25
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
NATU
R
A
L
G
R
A
D
E
MAIN LEVELRESIDENCE
LOWER LEVELRESIDENCE
LOGGIA
LOWER FL.
F.F. 514.5'
MAIN FL.525.67'
RIDGE
MAIN FL. PLATE
25'
H
T
.
L
I
M
I
T
A
T
ELEV
.
C
U
T
P
L
A
N
E 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
NATU
R
A
L
G
R
A
D
E
ATTIC
MAIN LEVELRESIDENCE
LOWER LEVELRESIDENCE
LOWER FL.F.F. 514.5'
MAIN FL.
525.67'
RIDGE
MAIN FL. PLATE
25' H
T
.
L
I
M
I
T
A
T
ELE
V
.
C
U
T
P
L
A
N
E
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
NAT
U
R
A
L
G
R
A
D
E
RIDGE
LOWER FL.
F.F. 514.5'
MAIN FL.
525.67'
MAIN FL. PLATE
ADU
GARAGE
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
EGRESSWELL
EGRESSSTAIR
GARAGE
MAIN LEVELRESIDENCE
LOWER LEVELRESIDENCE
ENTRYPORCH
25' HT. LIMIT AT
ELEV. CUT PLANE
NATURA
L
G
R
A
D
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
EGRESSWELLEGRESSSTAIR
ADU
LOWER LEVELRESIDENCE
25' HT. LIMIT AT
ELEV. CUT PLANE
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 LEVELRESIDENCE
PATH
EGRESSSTAIR
ADU
LOWER LEVELRESIDENCE
ATTIC ATTIC
25' HT. LIMIT ATELEV. CUT PLANE
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
VISIBILITYSTUDY
REV 5.7.25
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/BAYVIEWPLATFORM
BLOSSOM HILL / LGBLVD PLATFORM
NO VIEWN
O
V
I
E
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
VISIBILITYSTUDY
REV 5.7.25
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
OAK
OAK
GIA
GIA
OAK
OAK
OAK
GIA
GIA
GIA
GIA
GIAGIAGIA
OAK
OAK CLELAND AVEVIEWING ANGL
E
F
R
O
M
HWY17/HWY9
P
L
A
T
F
O
R
M
TREE GROVE
DOWNHILL OFCLELAND AVE.
#30118" BLACK OAK
12" OAK
#3126" 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
SHADOWSTUDIES
REV 5.7.25
NJune 21, 9am June 21, 12pm
Dec 21, 9am Dec 21, 12pm Dec 21, 3pm
BUILDING SHADOWS DURING
SHORTEST (WINTER SOLSTICE) AND
LONGEST (SUMMER SOLSTICE)
DAYLIGHT DAYS
SUMMER
WINTER
June 21, 3pm
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: APRIL 28, 2025AMXXAMTMAS 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 INVESTIGATIONSOILS ENGINEER ___________________________________________________REFERENCE REPORT NO. _______________, DATED ____________LETTER NO. __________, DATED ____________, SHALL BE THOROUGHLY COMPLIEDWITH. BOTH THE MENTIONED REPORT AND ALL UPDATES/ADDENDUMS/LETTERSARE HEREBY APPENDED AND MADE A PART OF THESE PLANS.
2. NO WORK MAY BE STARTED ON-SITE WITHOUT AN APPROVED GRADING PLAN AND AGRADING PERMIT ISSUED BY THE TOWN OF LOS GATOS, PARKS AND PUBLIC WORKSDEPARTMENT LOCATED AT 41 MILES AVENUE, LOS GATOS, CA 95030.
3. A PRE-JOB MEETING SHALL BE HELD WITH THE TOWN ENGINEERING INSPECTOR FROMTHE PARKS AND PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING DONE. THECONTRACTOR SHALL CALL THE INSPECTIONS LINE AT (408) 399-5771 AT LEASTFORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING OR ONSITE WORK. THIS MEETINGSHOULD INCLUDE:a. A DISCUSSION OF THE PROJECT CONDITIONS OF APPROVAL, WORKING HOURS, SITEMAINTENANCE AND OTHER CONSTRUCTION MATTERS;b. ACKNOWLEDGEMENT IN WRITING THAT CONTRACTOR AND APPLICANT HAVE READAND UNDERSTAND THE PROJECT CONDITIONS OF APPROVAL, AND WILL MAKECERTAIN THAT ALL PROJECT SUB-CONTRACTORS HAVE READ AND UNDERSTANDTHEM PRIOR TO COMMENCING WORK AND THAT A COPY OF THE PROJECTCONDITIONS OF APPROVAL WILL BE POSTED ON SITE AT ALL TIMES DURINGCONSTRUCTION.
4. APPROVAL OF PLANS DOES NOT RELEASE THE DEVELOPER OF THE RESPONSIBILITY FORTHE CORRECTION OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF,DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS, PUBLIC INTERESTAND SAFETY REQUIRES A MODIFICATION OR DEPARTURE FROM THE TOWNSPECIFICATIONS OR THESE IMPROVEMENT PLANS, THE TOWN ENGINEER SHALL HAVEFULL AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THEMANNER 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 CONFERANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OFOTHERS 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 CONTRACTORSHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 1-800-227-2600 A MINIMUM OFFORTY-EIGHT (48) HOURS BUT NOT MORE THAN FOURTEEN (14) DAYS PRIOR TOCOMMENCING ALL WORK.
7. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THESTANDARDS ESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNEPARTICULATES.
8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS, CODES,RULES AND REGULATIONS GOVERNING THE WORK IDENTIFIED ON THESE PLANS. THESESHALL INCLUDE, WITHOUT LIMITATION, SAFETY AND HEALTH RULES AND REGULATIONSESTABLISHED BY OR PURSUANT TO THE OCCUPATIONAL SAFETY AND HEALTH ACT ORANY OTHER APPLICABLE PUBLIC AUTHORITY.
9. THE GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED SUPERVISION ON THE JOB SITEAT ALL TIMES DURING CONSTRUCTION.
10. CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE TO ANYEXISTING TREES, SURFACE IMPROVEMENTS, DRAINAGE, WATER, SEWER, ELECTRICAL ORTELECOMMUNICATION 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 LICENSEDSURVEYOR OR REGISTERED CIVIL ENGINEER QUALIFIED TO PRACTICE LAND SURVEYING.
12. DURING CONSTRUCTION, ALL APPLICABLE WORK (SUBGRADE, PAVING, ETC.) SHALL BEINSPECTED BY THE APPLICANT'S SOILS ENGINEER. THE ENGINEER SHALL BE NOTIFIED ATLEAST 48 HOURS BEFORE BEGINNING SUCH WORK. THE ENGINEER SHALL BE ON-SITE TOVERIFY CONDITIONS AS REQUIRED IN HIS REPORT. SHOULD ANY CHANGES TO THEREPORT RECOMMENDATIONS BE NECESSARY, TOWN APPROVAL SHALL BE OBTAINEDPRIOR 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' SOILSENGINEER AND SUBMITTED FOR THE TOWN'S REVIEW AND ACCEPTANCE BEFORE FINALRELEASE OF ANY OCCUPANCY PERMIT IS GRANTED.
14. ALL PRIVATE AND PUBLIC STREETS ACCESSING PROJECT SITE SHALL BE KEPT OPEN AND INA SAFE, DRIVABLE CONDITION THROUGHOUT CONSTRUCTION. IF TEMPORARY CLOSUREIS NEEDED, THEN FORMAL WRITTEN NOTICE TO THE ADJACENT NEIGHBORS AND THETOWN OF LOS GATOS PARKS AND PUBLIC WORKS DEPARTMENT SHALL BE PROVIDED ATLEAST ONE WEEK IN ADVANCE OF CLOSURE, AND NO CLOSURE SHALL BE GRANTEDWITHOUT THE EXPRESS WRITTEN APPROVAL OF THE TOWN. NO MATERIAL OREQUIPMENT SHALL BE STORED IN THE PUBLIC OR PRIVATE RIGHT-OF-WAY.
15. THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND SIGNSTHAT ARE NECESSARY TO GIVE ADEQUATE WARNING AND PROTECTION TO THE PUBLICAT ALL TIMES.
16. OWNER/APPLICANT: ____________________________ PHONE:_____________
17. GENERAL CONTRACTOR: _________________________ PHONE:_____________
18. A TOWN ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLICRIGHT-OF-WAY. A STATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN
STATE RIGHT-OF-WAY (IF APPLICABLE). THE PERMITTEE AND/OR CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING INSPECTION PERFORMED BY OTHER GOVERNMENTALAGENCIES.
19. GOOD HOUSEKEEPING PRACTICES SHALL BE OBSERVED AT ALL TIMES DURING THECOURSE OF CONSTRUCTION. SUPERINTENDENCE OF CONSTRUCTION SHALL BEDILIGENTLY PERFORMED BY A PERSON OR PERSONS AUTHORIZED TO DO SO AT ALLTIMES 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 ISISSUED BY THE ENGINEERING DIVISION. THE ADJACENT PUBLIC RIGHT-OF-WAY SHALL BEKEPT CLEAR OF ALL JOB RELATED DIRT AND DEBRIS AT THE END OF THE DAY. FAILURE TOMAINTAIN THE PUBLIC RIGHT-OF-WAY ACCORDING TO THIS CONDITION MAY RESULT INPENALTIES AND/OR THE TOWN PERFORMING THE REQUIRED MAINTENANCE AT THEDEVELOPER'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 SITEUSING STRUCTURAL CONTROLS AS REQUIRED BY THE STATEWIDE GENERALCONSTRUCTION STORMWATER PERMIT.
2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENTTRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENTPROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND AS REQUIRED BY THESTATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT.
3. APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS) FOR CONSTRUCTION-RELATEDMATERIALS, WASTES, SPILL OR RESIDES SHALL BE IMPLEMENTED TO MINIMIZETRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOININGPROPERTY BY WIND OR RUNOFF AS REQUIRED BY THE STATEWIDE GENERALCONSTRUCTION STORMWATER PERMIT.
4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED ATCONSTRUCTION SITES AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR TOTHE LOCAL STORM DRAIN SYSTEM.
5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADEAWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES (BMPS) AND GOODHOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATEDCONSTRUCTION STAGING AREAS.
6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRISAND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH ORRECYCLE BINS.
7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORMDOES NOT CARRY WASTE OR POLLUTANTS OFF OF THE SITE. DISCHARGES OF MATERIALOTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED EXCEPTAS AUTHORIZED BY AN INDIVIDUAL NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT OR THE STATEWIDE GENERAL CONSTRUCTION STORMWATERPERMIT. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUIDCHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS,GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES ANDASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS,AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING ORCURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAMCLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; ANDSUPERCHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURINGCONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED ANDCONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIALSTORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATEAND FEDERAL REQUIREMENTS.
8. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERINGGROUNDWATER 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 DEWATERINGACTIVITIES REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROLBOARD.
TOTAL SITE AREA: 9,973 SF TOTAL SITE AREA DISTURBED: ____________ SF(INCLUDING CLEARING, GRADING OR EXCAVATING)
EXISTINGAREA (SF)
PROPOSED AREA (SF)
REPLACED NEW
TOTAL AREAPOST-PROJECT (SF)
IMPERVIOUS AREA
TOTAL NEW & REPLACED IMPERVIOUS AREA
PERVIOUS AREA
TABLE OF PROPOSED PERVIOUS AND IMPERVIOUS AREAS
AB AGGREGATE BASEAC ASPHALT CONCRETEAD AREA DRAINARV AIR RELEASE VALVEBC BACK OF CURBBFP BACKFLOW PREVENTERBW BOTTOM OF WALLCATV CABLE TELEVISIONCB CATCH BASINCFS CUBIC FEET PER SECOND
C/L CENTERLINECMP CORRUGATED METAL PIPECO CLEANOUTCY CUBIC YARDDCVA DOUBLE CHECK VALVE ASSEMBLYDI DROP INLETDIA DIAMETERDIP DUCTILE IRON PIPEDWY DRIVEWAY
(E) EASTEG EXISTING GRADEELEC ELECTRICALEP EDGE OF PATHEVAE EMERGENCY VEHICLE ACCESS EASEMENTEX EXISTINGFC FACE OF CURBFDC FIRE DEPARTMENT CONNECTIONFF FINISHED FLOOR ELEVATIONFG FINISHED GRADEFH FIRE HYDRANTFL FLOW LINEFM FORCED MAINFS FIRE SERVICEFT FEETG GAS
GA GAUGEGB GRADE BREAKGM GAS METERGS GAS SERVICEHDPE HIGH-DENSITY POLYETHYLENEHP HIGH POINT
IEE INGRESS/EGRESS EASEMENTIN INCHINV INVERT ELEVATIONLAT LATERALLG LIP OF GUTTERLP LOW POINTMAX MAXIMUM
MH MANHOLEMIN MINIMUMMPH MILES PER HOUR
(N) NORTHN.T.S. NOT TO SCALEO.C. ON CENTERO.D. OUTSIDE DIAMETERPAD PAD ELEVATIONPCC PORTLAND CEMENT CONCRETEPERF PERFORATEDPG&E PACIFIC GAS & ELECTRIC COMPANY
PIEE PRIVATE INGRESS/EGRESS EASEMENTPL PROPERTY LINEPR PROPOSEDPSDE PRIVATE STORM DRAIN EASEMENTPSE PUBLIC SERVICE EASEMENTPSSE PRIVATE SANITARY SEWER EASEMENTPUE PUBLIC UTILITY EASEMENTPVC POLYVINYL CHLORIDER RADIUSRCP REINFORCED CONCRETE PIPERIM RIM ELEVATION
R/W RIGHT-OF-WAY(S) SOUTHS SLOPESCC SANTA CLARA COUNTYSCCFD SANTA CLARA COUNTY FIRE DEPARTMENTSD STORM DRAINSDCO STORM DRAIN CLEANOUTSDE STORM DRAIN EASEMENTSDMH STORM DRAIN MANHOLESDR STANDARD DIMENSION RATIOSF SQUARE FEETSJWC SAN JOSE WATER COMPANYSS SANITARY SEWERSSCO SANITARY SEWER CLEANOUTSSE SANITARY SEWER EASEMENTSSMH SANITARY SEWER MANHOLESTD STANDARD
S/W SIDEWALK
TC TOP OF CURBTELE TELEPHONETLG TOWN OF LOS GATOSTW TOP OF WALLTYP TYPICALVCP VITRIFIED CLAY PIPE
(W) WESTW WATERWM WATER METERWS WATER SERVICEWV WATER VALVEWVSD WEST VALLEY SANITATION DISTRICTXING 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
834± C.Y.0± C.Y.
DRIVEWAY 15± C.Y.283± C.Y.
YARD 289± C.Y.339± C.Y.
TOTAL 1,138± C.Y. 622± C.Y.
HEIGHT
18.2'±/0'±
1.0'±/15.5'±
8.9'±/15.4'±
Rogers Street
Cheland AvenueState Highway 17
Los Gatos Blvd
CollegeAve
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: APRIL 28, 2025AMXXAMTMNONECONTRACTOR 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'TMAMXXAMAPRIL 28, 2025DATE: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
LOWER LEVEL
GARAGE
UPPER LEVEL
FF 514.5
FF 514.0
FF 525.67
4SHEET OF 8 230671"=5'TMAMXXAMAPRIL 28, 2025DATE: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
LOWER LEVEL
GARAGE
UPPER LEVEL
FF 514.5
FF 514.0
FF 525.67
5SHEET OF 8 230671"=5'TMAMXXAMAPRIL 28, 2025DATE: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
LOWER LEVEL
GARAGE
UPPER LEVEL
FF 514.5
FF 514.0
FF 525.67
BLDG.
BLDG.WM6SHEET OF 8 23067AS SHOWNTMAMXXAMAPRIL 28, 2025DATE: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
LOWER LEVEL
GARAGE
UPPER LEVEL
FF 514.5
FF 514.0
FF 525.67
BLDG.
7SHEET OF 8 230671"=5'TMAMXXAMAPRIL 28, 2025DATE: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 PLANS
JOB NO. 23067
Modified Fire Truck Turnaround Diagram
scale: 1"=10'Note:Signs to be provided:1. at Reservoir Street indicating the turn around is onsite.2. at turnaround indicating the turnaround location and noparking in the turnaround.
LOWER LEVEL
GARAGE
UPPER LEVEL
FF 514.5
FF 514.0
FF 525.67
BLDG.
LOWER LEVEL
GARAGE
UPPER LEVEL
FF 514.5
FF 514.0
FF 525.67
BLDG.
BLDG.
BLDG.WM8SHEET OF 8 23067AS SHOWNTMAMXXAMAPRIL 28, 2025DATE: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