560 562
558
554
550
548
560
534
532
520
562
560
558
548
℄ ℄568 566 564 562 560 558 556 554 552 550 548 546 544 542 540 538 536 534 532 530 528 526 524 522 520 520 520 518 516 514 512 512 514 516 518 520 522 524 528 530 532 534 536 538 540 542 544 546 548 550 552 554 556 558 560 564 566 568 526 510 508 506 506 508 510 562 546
538
552
528
534
538
542
550
552
554
556
564
536
526
568
556
542
540 520 522 524
530
532
522
524
526
528
530
536
540
546
544
Property Line
Concrete Pavers
Footprint of Structure
Not In Use
Setback Line
Geological Zone
Footprint of
Structure
TREE TO BE REMOVED, SEE 'TREE INVENTORY'
ON THIS SHEET. NO TREE REPLACEMENT ARE
PROVIDED. HOWEVER, SCREEN TREES ARE BE
PROVIDED AS ALLOWABLE. SEE NOTE 4
DRIVEWAY APPROACH TO BE A MAXIMUM OF
20' WIDE . THE SURFACE SHALL BE ASPHALT
FROM EDGE OF MORA DRIVE FOR A MINIMUM
OF 5' DEEP.
48" H BOLLARD LIGHTS
AC UNITS ON ROOF, TYP.
3'-11" WIDE STABILIZED DECOMPOSED
GRANITE PATH, TYP.
RETAINING WALL, TYP
INSTALL CONCRETE PAVERS FOR PATIOS AND
WALKWAYS PER GEO TECHNICAL
REQUIREMENTS.
13 1
CONCRETE CURB
Asphalt
UPPER FLOOR BUILDING OUTLINE
BUILDING ENVELOPE
ROOF OVERHANG ,EAVES & TRELLIS
1 2
3 4
6 7
9 10
11 12
13 METAL SILVER OAKS SIGN 72"W x 48"H ON 2'
HIGH POSTS (72"H TOTAL). SIGN TEXT TO
INCLUDE "SILVER OAKS 10725 MORA DRIVE,
LOS ALTOS HILLS" W/ ADDRESS LETTERS AT
LEAST 4" HIGH. TO BE ILLUMINATED BY TWO
GROUND MOUNTED LIGHTS. NUMBERS SHALL
BE IN BRONZE, ALPHABETICAL OR ARABIC.
NUMBERS SHALL BE A MIN. OF 4" HIGH WITH
A MIN. STROKE WIDTH OF 0.5". CFC SEC 505.1
CONCRETE LANDING, 36" MIN. DEPTH, SLOPE
MIN. 1/4" AWAY FROM BUILDING
14 DRIVEWAY
MORA DRIVE 25' ROW TO CENTERLINE
PROPERTY LINE 62.81'
PROPERTY LINE 62.50'
15 VISITOR PARKING, 10' x 20'
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
DEVELOPMENT CALCULATIONS
2. MFA:
3. MDA:
PROPOSED
FLOOR AREA: 71,745 sq.ft.
71,745 sq.ft.
GROSS LOT AREA: .397 ACRES
+ 7,500 sq.ft.
TOTAL MDA: 7,500 sq.ft.
PROPOSED
SQUARE FOOTAGE:
4. SQ. FT. OF CONSTRUCTION: 73,944 sq.ft.
SUB BASEMENT: 1,593 sq.ft.
BAEMENT: 2,578 sq.ft.
(MAX FLOOR AREA)
(MAX DEVELOPMENT AREA)
5. PROPOSED DEVELOPMENT AREA (MDA):
DRIVEWAY & PARKING : 703 sq.ft.
PATIO & WALKWAYS: 2,467 sq.ft.
703 sq.ft.
2,467 sq.ft.
1. LOT SIZE:
DECK: 5,350 sq.ft.
RESIDENTIAL BUILDING & DECKS*: 11,226 sq.ft. 11,226 sq.ft. 17,325 sq.ft.
5,000 sq.ft.*
7,500 sq.ft.*
GROSS CREDIT NET
14,396 sq.ft.
ZONING CATEGORY
PRIMARY DWELLING
PRIMARY DWELLING
ACCESSORY USE
(PER SECTION 10-1.502(c))
6. NEW LANDSCAPE AREA: 2,929 sq.ft.
PROPOSED DEVELOPMENT AREA: 14,396 sq.ft.
* = MEASURED ON HORIZONTAL PLANE PER SECTION 10-1.503(c) LEGEND
IDENTIFIERS
WORK NOTES
SITE PLAN
10'0' 20' 40' SCALE:
1"=20'
NORTH
PREPARED ON: 9/10/2024
280
EASTBROOK
MORA DR. SUNHILLS
DR.
VICINITY MAP
LOCATION OF
PROPERTY
CONTOUR INTERVALS: 2'
NET LOT AREA: .397 ACRES 17,325 sq.ft.
Owner Registered Civil Engineer
Forrest Linebarger
151 Cervantes Road
Portola Valley, CA 94041
Phone: (650) 324-0688
Berry & Associates
John C. Berry
785 Castro Street, Suite A
Mountain View, CA 94041
Developer same as Owner Phone: (650) 324-0688
(E) 8" SANITARY
SEWER MAIN
(E) IRON PIN
(PER SECTION 10-1.503(c))
MORA DRIVE
PROPOSED DEVEVELOPMENT AREA LEGEND
Decomposed
Granite
EXISTING STREET
& AIR CONDITIONING LOCATION PLAN
Eave & Roof Overhang
Sanitary Sewer
Fence
16 14
BEARING AND DISTANCES DETERMINED BY
PLAT & LEGAL DESCRIPTION DATED 8-12-06,
SEE SHEET PM-2
17 LEGEND
4B
5A
5B
5C
NEW LANDSCAPE
AREA
LEGEND
FLOOR AREA
COUNTED FOR MFA
APPROXIMATE LOCATION & DISTANCE OF
SANITARY SEWER LATERAL 18
18 E.P.
(N) APARTMENT
BUILDING
APN 331-15-062
TYP 25'-0" 50'-0" 21'-10"
1 A3.1
1 A3.1
ELEV
STAIRS
ELEV
STAIRS
11 25'-0"
2 10
10 10
10 10
15 17 PROPERTY LINE 280.33' PROPERTY LINE 274.06' 17
TYP 1
A2.1
3 A2.2
2 A2.1
4 A2.2
5'-0"
5'-0"
TYP
PRMY.DWELLING/GARAGE PODIUM /GARAGE: 11,226 sq.ft.
PRIMARY DWELLING LEVEL 4: 10,722
PRIMARY DWELLING LEVEL 1: 11,261
PRIMARY DWELLING MEZZANINE: 5,341
PRIMARY DWELLING LEVEL 3: 11,261
PRIMARY DWELLING LEVEL 2: 11,261
sq.ft.
sq.ft.
sq.ft.
sq.ft.
sq.ft.
2,386 sq.ft.
10,949 sq.ft.
10,432
10,971
5,194
10,971
10,971
sq.ft.
sq.ft.
sq.ft.
sq.ft.
sq.ft.
FLOOR AREA
4D
4F
4G
4H
4I
4E
3 AIR CONDITIONING UNIT
LOCATION, TYP.
NOT IN USE
NOT IN USE
6 935'-7 3/4" 41'-0"
1'-8" DECK & EAVE PROJECTION, TYP.
1'-8"
DECK & EAVE PROJECTION, TYP.
6 9
DECK PROJECTION
10 20'-0"
5'-0"
5J
SPECIES STATUS
TREE TO BE REMOVED
1 2
5 6
7 8
#
TREE INVENTORY
SEE SHEET C3 FOR SITE PLAN
FEATURES "THAT" RELATE
TO GRADING & DRAINAGE,
INCLUDING GRADING
SPECIFICATIONS &
DRAINAGE STRUCTURES.
R=28'-0"
9 10
(E) IRON PIN
Pinus canariensis X
Quercus douglasii
Magnolia grandiflora
REMAIN
X
X
X
X
X
RESIDENTIAL FIRE
TURNAROUND PER SANTA
CLARA COUNTY FIRE
DEPARTMENT, SEE SHEET
A5.0 FIRE ACCESS PLAN 30'-0"
60'-0" 5'-0" 30'-0"
X
X
EXPAND PAVEMENT IN
EXISTING MORA DRIVE
R.O.W. AS SHOWN TO
ACCOMMODATE FIRE
ACCESS ROAD
(E) E.P.
(N) E.P.
(E) E.P.
2 2
2 2
2 2
5'-0"
PUMP
SERVICE
AREA
Concrete
Laurus nobilis X
2 THIS IS A "BUILDER'S REMEDY" PROJECT PER GOV. CODE 65589.5(d). THE
LOCAL AGENCY'S DEVELOPMENT STANDARDS CANNOT BE USED TO
DISAPPROVE OR RENDER INFEASIBLE THIS HOUSING DEVELOPMENT PROJECT WITH 20% OF UNITS ARE RESERVED FOR LOW-INCOME HOUSEHOLDS. *BUILDER'S REMEDY NOTE:
ROOF 6,123 sq.ft.
PRIMARY DWELLING LOWER PODIUM : 2,578 sq.ft. 2,386 sq.ft. 4C 1,505 sq.ft. 4A
LEVEL 5 / ROOF TERRACE: 5,980 sq.ft. 4I
5C
5A
5B
5C 5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C SEE SHEET C3 FOR
INFORMATION ON
ENCROACHMENT PERMITS
AND WORK BEING DONE IN
THE RIGHT-OF-WAY
SEE SHEET C3 FOR
INFORMATION ON TRAFFIC
CONTROL, TEMPORARY
CONSTRUCTION FENCING,
STAGING, & PARKING
5C
5C
5C
NOT IN USE
9 9
6' TALL SOLID
REDWOOD FENCING,
SEE DETAIL 2/A4.1
TYP
(N) E.P.
(E) E.P.
C1
SITE PLAN 22'-10"
TYP
VENT
10 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
a) APPLICABLE SECTIONS OF THE STATE OF CALIFORNIA DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, HEREIN REFERRED TO AS ‘CALTRANS’.
b) TOWN OF LOS ALTOS HILLS AND COUNTY OF SANTA CLARA STANDARD
SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE.
c) STANDARDS OF THE UNITED STATES DEPARTMENT OF LABOR
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, OFFICE OF
STANDARDS AND RULES OF THE STATE OF THE STATE DIVISION OF INDUSTRIAL SAFETY.
2. SEE TOWN OF LOS ALTOS HILLS STANDARD SPECIFICATIONS AND NOTES WHERE APPLICABLE FOR GENERAL NOTES NOT SHOWN.
NOISE
CONSTRUCTION NOISE: 1. DISTURBANCE COORDINATOR. PRIOR TO CONSTRUCTION ACTIVITIES, THE PROJECT APPLICANT OR CONTRACTOR SHALL DESIGNATE A “DISTURBANCE COORDINATOR” WHO WOULD BE RESPONSIBLE FOR
RESPONDING TO ANY LOCAL COMPLAINTS ABOUT CONSTRUCTION
NOISE. THE CONSTRUCTION NOISE COORDINATOR SHALL DETERMINE
THE CAUSE OF THE COMPLAINT AND SHALL REQUIRE THAT
REASONABLE MEASURES WARRANTED TO CORRECT THE PROBLEM BE IMPLEMENTED. THE TELEPHONE NUMBER FOR THE CONSTRUCTION
NOISE COORDINATOR SHALL BE CONSPICUOUSLY POSTED AT THE
CONSTRUCTION SITE.
2. LIMIT CONSTRUCTION ACTIVITY TO THE HOURS LISTED IN THE CITY NOISE ORDINANCE. (8:00 AM TO 5:30 PM MONDAY THROUGH SATURDAY, WITH NO CONSTRUCTION ALLOWED ON SUNDAYS AND PUBLIC HOLIDAYS). EXCEPTIONS TO THESE HOURS MAY BE APPROVED BY THE BUILDING OFFICIAL THOUGH THE STANDARD CITY PROCESS.
a) EQUIP INTERNAL COMBUSTION ENGINE-DRIVEN EQUIPMENT WITH
ORIGINAL FACTORY (OR EQUIVALENT) INTAKE AND EXHAUST
MUFFLERS WHICH ARE MAINTAINED IN GOOD CONDITION. b) PROHIBIT AND POST SIGNS PROHIBITING UNNECESSARY IDLING OF INTERNAL COMBUSTION ENGINES. c) LOCATE ALL STATIONARY NOISE-GENERATING EQUIPMENT SUCH AS
AIR COMPRESSORS AND PORTABLE GENERATORS AS FAR AS
PRACTICABLE FROM NOISE-SENSITIVE LAND USES. d) UTILIZE “QUIET” AIR COMPRESSORS AND OTHER STATIONARY EQUIPMENT WHERE FEASIBLE AND AVAILABLE.
CONSTRUCTION VIBRATION:
1. THE DISTURBANCE COORDINATOR SHALL REGISTER AND
INVESTIGATE CLAIMS OF EXCESSIVE VIBRATION. THE CONTACT
INFORMATION OF SUCH PERSON SHALL BE CLEARLY POSTED ON THE CONSTRUCTION SITE.
2. WHENEVER POSSIBLE, CONSTRUCTION OR EQUIPMENT ACTIVITY
GENERATING RELATIVELY HIGH LEVELS OF VIBRATION MUST NOT
OCCUR AT THE SAME TIME AND SHALL BE SPACED AS FAR APART IN TIME AS POSSIBLE FROM ONE ANOTHER. IN GENERAL, THE MOST
SEVERE ACTIVITIES MUST BE RESERVED FOR THE MIDDLE OF THE DAY (NOON). IF ACTIVITIES MUST OCCUR SIMULTANEOUSLY, THEY
SHALL BE PERFORMED AS FAR AWAY FROM ONE-ANOTHER AS
POSSIBLE WITHIN THE CONSTRUCTION ZONE.
3. ALL DELIVERIES OF MATERIAL AND EQUIPMENT MUST OCCUR
DURING DAYTIME HOURS, INCLUDING QUEUEING OF CONSTRUCTION VEHICLES OUTSIDE THE SITE. VEHICLES DELIVERING MATERIALS AND
EQUIPMENT MUST BE OPERATED IN STRICT CONFORMANCE WITH
REGULATIONS ESTABLISHED BY THE UNITED STATES DEPARTMENT OF TRANSPORTATION AND ALL STATE AND LOCAL REQUIREMENTS.
ALL MATERIALS AND EQUIPMENT MUST BE STORED ON-SITE AND
WITHIN THE CONFINES OF THE CONSTRUCTION BARRICADES.
2022 CALGREEN DEFINITIONS
EV CAPABLE SPACE: A VEHICLE SPACE WITH ELECTRICAL PANEL
SPACE AND LOAD CAPACITY TO SUPPORT A BRANCH CIRCUIT AND
NECESSARY RECEWAYS, BOTH UNDERGROUND AND/OR SURFACE
MOUNTED, TO SUPPORT EV CHARGING.
EV READY SPACE: A VEHICLE SPACE WHICH IS PROVIDED WITH A BRANCH CIRCUIT; ANY NECESSARY RACEWAYS, BOTH UNDERGROUND AND/OR SURFACE MOUNTED; TO ACCOMMODATE EV CHARGING,
TERMINATING IN A RECEPTACLE OR A CHARGER. AN EV READY CIRCUIT CAN BE A STANDARD 120 VOLT RECEPTACLE FOR PLUG-IN BY A
CHARGER TYPICALLY PROVIDED BY THE VEHICLE MANUFACTURER.
THIS CHARGERS MUCH SLOWER THAN A LEVEL 2 EVSE CHARGING
CIRCUIT WHICH RUNS AT 208/240 VOLT.
LOW POWER LEVEL 2 EV CHARGING RECEPTACLE: A 208/240 VOLT 20-AMPERE MINIMUM BRANCH CIRCUIT AND A RECEPTACLE FOR USE
BY AN EV DRIVER TO CHARGE THEIR ELECTRIC VEHICLE OR HYBRID ELECTRIC VEHICLE.
LEVEL 2 EV SUPPLY EQUIPMENT (EVSE): HE 208/240 VOLT 40-AMPERE
BRANCH CIRCUIT, AND THE ELECTRIC VEHICLE CHARGING
CONNECTORS, ATTACHMENT PLUGS, AND ALL OTHER FITTINGS,
DEVICES, POWER OUTLETS, OR APPARATUS INSTALLED SPECIFICALLY
FOR THE PURPOSE OF TRANSFERRING ENERGY BETWEEN THE
PREMISES AND THE ELECTRIC VEHICLE. NOTE THAT THERE ARE
MULTIPLE TYPES OF 240 VOLT RECEPTACLES, DEPENDING ON THE RATED AMPERAGE. THE 40 AMP RATED RECEPTACLE REQUIRED BY THE CALGREEN CODE IS A NEMA 14-50R. THIS RECEPTACLE LOOKS LIKE THIS:
DIRECT CURRENT FAST CHARGERS (DCFC): DIRECT CURRENT FAST CHARGING PROVIDES DC POWER STRAIGHT TO YOUR EV'S BATTERY.
THE AC-TO-DC CONVERSION HAPPENS IN THE CHARGING STATION BEFORE THE ELECTRONS ENTER YOUR VEHICLE. THAT'S WHY DC FAST
CHARGING IS ABLE TO PROVIDE A MUCH FASTER CHARGE THAN LEVEL 1 OR LEVEL 2 CHARGING. A DCFC CHARGER PROVIDES UP TO 10 TIMES FASTER CHARGING THAN A LEVEL 2 EVSE CHARGER. A TESLA
SUPERCHARGER IS AN EXAMPLE OF A DCFC.
2022 CALGREEN CODE RESIDENTIAL TIER 1&2
EV CHARGING REQUIREMENTS
CG A4.106.8.2.2.TIER 2 EV READY
FORTY (40) PERCENT OF THE TOTAL NUMBER OF PARKING SPACES SHALL BE EQUIPPED WITH LOW POWER LEVEL 2 EV CHARGING
RECEPTACLES. FOR MULTIFAMILY PARKING FACILITIES, NO MORE THAN
ONE RECEPTACLE IS REQUIRED PER DWELLING UNIT WHEN MORE
THAN ONE PARKING SPACE IS PROVIDED FOR USE BY A SINGLE
DWELLING UNIT.
EV CHARGERS FOR PROJECTS WITH 20 OR MORE DWELLING UNITS, SLEEPING UNITS OR GUEST ROOMS. FIFTEEN (15) PERCENT OF THE
TOTAL NUMBER OF PARKING SPACES SHALL BE EQUIPPED WITH LEVEL 2 EVSE. WHERE COMMON USE PARKING IS PROVIDED, AT LEAST ONE
EV CHARGER SHALL BE LOCATED IN THE COMMON USE PARKING AREA AND SHALL BE AVAILABLE FOR USE BY ALL RESIDENTS OR GUESTS.
WILDFIRE
STANDARD FIRE HAZARDS: 1. IN ACCORDANCE WITH THE MUNICIPAL/REGIONAL STORM WATER
PERMIT, NO FIRE SPRINKLER SYSTEM DRAIN SHALL DISCHARGE INTO ANY STORM DRAIN SYSTEM. THE SYSTEM SHALL DISCHARGE TO
EITHER A LANDSCAPE AREA LARGE ENOUGH TO CONTAIN THE
OUTFLOW, OR TO THE SANITARY SEWER BY MEANS OF AN INDIRECT CONNECTION. INDICATE THE LOCATION OF THE FIRE SPRINKLER SYSTEM DRAIN ON PLANS SUBMITTED FOR A BUILDING PERMIT.
2. 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. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. SAID NUMBERS SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED IN ALL NEW CONSTRUCTION.
THE FOLLOWING ADDITIONAL CONDITIONS SHALL APPLY TO THE
PROJECT OR SITE DEVELOPMENT PERMIT:
1. ADDRESS NUMBERS. THE APPLICANT SHALL POST TEMPORARY
ADDRESS NUMBERS ON EACH BUILDING AT THE PROJECT SITE THAT MUST BE EASILY VISIBLE FROM THE STREET OR FIRE ACCESS ROAD.
2. DEMOLITION. THE APPLICANT SHALL COMPLY WITH THE CALIFORNIA FIRE CODE CHAPTER 33 DURING ALL PHASES OF THE CONSTRUCTION OF THE PROJECT.
3. FIRE FLOW. THE APPLICANT SHALL PROVIDE FIRE FLOW
INFORMATION TO THE FIRE PLAN CHECKER, WHICH IS SUBJECT TO THE REVIEW OF THE FIRE MARSHAL OR HIS/HER DESIGNEE.
4. CODE CONFORMANCE. THE APPLICANT SHALL INDICATE ON ALL
BUILDING PERMIT PLANS THAT ALL CONSTRUCTION SHALL MEET
APPLICABLE CODE STANDARDS.
5. FIRE DEPARTMENT SUBMITTALS. THE APPLICANT SHALL SUBMIT ALL
PLANS INVOLVING FIRE SYSTEMS (INCLUDING BUT NOT LIMITED TO
FIRE SPRINKLERS, FIRE HYDRANTS, AND FIRE ALARMS) IN
CONJUNCTION WITH THE SUPERSTRUCTURE BUILDING PERMIT PLANS TO THE FIRE DEPARTMENT. THE PLANS ARE SUBJECT TO REVIEW AND APPROVAL BY THE FIRE MARSHAL OR HIS/HER DESIGNEE. 6. FIRE HYDRANTS. THE APPLICANT SHALL INSTALL THE APPROVED
NUMBER OF PUBLIC/PRIVATE FIRE HYDRANT(S) AS SHOWN ON SHEET A5.0
GENERAL NOTES
1. THERE ARE NO FEMA FLOOD PLAINS OR FLOOD HAZARD
AREAS ON THIS SITE.
SITE PLAN NOTES
2. CURRENT USE CONTAINS NO EXISTING DEVELOPMENT
AREA.
1. SCOPE OF WORK TO INCLUDE TREE REMOVAL, TREE
REPLACEMENT, LANDSCAPE INSTALLATION, IRRIGATION SYSTEM
INSTALLATION, IRRIGATION SYSTEM CONNECTION TO WATER
MAIN.
LANDSCAPE NOTES
2. LANDSCAPING TO BE INSTALLED IN ACCORDANCE TO TOWN OF LOS ALTOS HILLS LANDSCAPE DESIGN GUIDELINES PER ARTICLE 8 OF THE SITE DEVELOPMENT ORDINANCE WHERE APPLICABLE.
3. LANDSCAPING TO BE INSTALLED IN ACCORDANCE TO TOWN OF
LOS ALTOS HILLS EFFICIENT LANDSCAPE ORDINANCE (WELO)
WHERE APPLICABLE.
4. ALL TREES TO BE REMOVED AND REPLACEMENT TREES ARE
SHOWN ON THIS PLAN.
1. TRAFIC CONTROL SHALL CONFORM TO CALTRANS AND TOWN
STANDARDS WHERE APPLICABLE.
TRAFIC CONTROL NOTES
2. THE PLANS SHALL BE GENERALLY IN ACCORDANCE WITH THE
ILLUSTRATION INCLUDED IN THE MANUAL OF TRAFFIC CONTROL.
3. A DETAILED TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A
CALIFORNIA LICENSED TRAFFIC ENGINEER OR CIVIL ENGINEER WITH
ADEQUATE EXPERIENCES AND SUBMITTED TO THE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION.
4. SEE TOWN OF LOS ALTOS HILLS STANDARD SPECIFICATIONS AND NOTES FOR TRAFFIC CONTROL NOTES WHERE APPLICABLE.
1. INSTALL (N) 6' TALL SOLID REDWOOD FENCING AS SHOWN ON THIS PLAN, SEE DETAIL 2/A4.1
FENCING NOTES
2. SEE SHEET C3 FOR INFORMATION ON TEMPORARY CONSTRUCTION FENCING.
12 13
14 X
15 X
16 X
17 X
DBH
10.3 Pinus canariensis 28.4
20.1 Quercus douglasii 18.2
Quercus douglasii
Quercus douglasii 10.7
Quercus agrifolia 32.4
12.2 Quercus douglasii
Quercus douglasii
23.8 19.8
14.9 Laurus nobilis
Laurus nobilis
11.2 19.1
Quercus douglasii 14.7
3 Cedrus deodara 25.3
PROPOSED TREES
20 21 New
22 23
24 25
26 24 box
Quercus douglasii
Quercus douglasii
11 Quercus douglasii 18.9 X
X
# SPECIES SIZE STATUS
New
New
New
New
New
New
Quercus agrifolia
Quercus agrifolia
Quercus agrifolia
Quercus agrifolia
Quercus agrifolia
27 Quercus agrifolia New
28 Quercus agrifolia New
29 Quercus agrifolia New
30 Quercus agrifolia New
(#20)(N)
(#21)(N)
(#22)(N)
(#24)(N)
(#25)(N)
(#26)(N)
(#27)(N)
(#28)(N)
(#30)(N)
(#23)(N)
(#1)
2 (#3)
(#10)
(#2)
(#9)
(#5)
(#6)
(#7)
(#8)
(#11)
(#12)
(#13)
(#14)
(#15)
(#16)
(#17)
2 2
2 2
2 19.9
2 24 box
24 box
24 box
24 box
24 box
24 box
24 box
24 box
24 box
24 box
5. 150' SIGHT VISIBILITY TRIANGLE: PLANTS & OBSTRUCTIONS 3'
MAX TALL, BOTTOM OF TREE CANOPIES TO BE MAINTAINED AT
14' MIN.
5J
TYP.
4A
4B
4C4D
4E4F 4G
5J
TYP.
4H
4I
5J
5J
(#29)(N)
ITEM 2A ATTACHMENT 9A
SS SS SS SS
W
W
W
W
G
G
G
G N 00° 41' 00" E 62.50'
S 06° 24' 40" W 62.81'
S 89° 19' 00" E 280.33'
N 89° 19' 00" W 274.06'
MORA DRIVE
LOS ALTOS HILLS, CA 94024
(50' ROW)
℄
TOPOGRAPHY
MORA DRIVE, LOS ALTOS HILLS,
CA.
APN# 331-15-062
Sanitary sewer
manhole
Sewer line
(E) Overhead
electric line
utility pole
Water line
Underground
Fire hydrant electric line
Property Line
Setback Line
Easment Line
Fence Line
Footprint of Structure
Legend
(E) Contour line
GEOLOGICAL ZONE
toe of slope
Spot Elevation xxx.x
LOT 3
APN# 331-15-062
SCALE: 1"=20'
TOWN BENCHMARK USED FOR THIS MAP DATUM
8-ELEVATION 571.02 (NAVD88)
TOWN OF LOS ALTOS HILLS BENCH MARK LOCATED AT THE NORTHWESTERLY
CORNER OF THE CONCRETE STORM DRAINAGE STRUCTURE THREE FEET FROM
THE SOUTHERLY EDGE OF PAVING OF MAGDALENA AVENUE TWENTY FEET
WESTERLY OF THE EDGE OF PAVING OF CAMINO HERMOSA
CONTOURS SHOWN ARE 2' INTERVALS
ALL TREE DIMENSIONS SHOWN ARE DIAMETER INCHES,
4' ABOVE GROUND
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 10, 2022
NO. DATE REVISION
11/29/2021
2/10/2022
1 2 Revision 1
C2
EXISTING TOPOGRAPHY
ITEM 2A ATTACHMENT 9A
W W
SS SS SS SS
SS SS
5.0%
564.0'
560
563.0'
555.85' 555.0' 548.0'
563.5'
5.0% 20.0% 2.0% 5.0% 8.1%
561.5'
555.85'
570.8' 555.85'
3.0%
570.2'
563.7'
563.4' 563.1'
563.7' WM
W W W W W
W W W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
VAN
LOADING
1 2 EV 3,4 5,6 7,8
24 23 22
EV 9,10 11,12 13,14 EV
EV EV EV
15 16 EV 18 19 20,21 EV
26 17
P C T
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y
SPARE
CO
CO CO
CO CO
CO
CO
CO
CO
CO
525.9'
562
562.5'
561.5'
561.4' 558 554 550548 560
6.0% 8.0% 534532 520
7.3%
550.0'
548.2'
6.0% 562 560 558
4.8% 548 20"d OAK 22"d OAK 20"d OAK 10"d OAK 10"d MAGNOLIA 12"d OAK11"d OAK 20"d OAK SS SS SS SS SS SS SS SS SS SS W
W
W
W
W
W
W
W
W
W
℄
G
G
G
G
G
G
G
G
G
G
℄
S
N 89° 19' 00" W 274.06' N 00° 41' 00" E 62.50'
S 06° 24' 40" W 62.81'
568 566 564 562 560 558 556 554 552 550 548 546 544 542540 538 536 534 532 530 528 526 524 522 520 520
516 518 520
514
560 558 556 554 552 550 548 546 544 542 540 538 536 534 532 530 528 524522520 518516 514 512 512 564
566
568
526 510
508
506 506
508
562 510
34"d OAK 6.5' RAMP 8.3%
20' RAMP
8.3% 568.5'
565.7'
566.2'
565.8'
519.7'
2.0% 546 538 552 538 534 528 542564 556 554 552 550
RL RL RL RL RL RL RL RL
RL RL RL RL RL RL RL RL RL RL
AD
513.5'
512.0'
561.5' 558.7' 556.2' 548.9' 531.4'
524.4'
8.0% 8.0% 4.8% 8.0% 4.7%
7.5% 7.8% 519.7'
557.8' 552.4' 548.7' 529.3' 568 536 526 556542 540
516.3' 516.3'
520
522
524 530
532.3' 532
541.1'
519.7'
AD AD AD AD AD AD AD AD
AD AD AD AD AD AD AD
AD 530 528 526 524 522 536
561.7
519.6'
562.0'
541.1' 541.1' 540 546 544
25 27 SWITCHGEAR MPOE
G G G G G
2.0%
519.5'
520.5'
516.5'
519.5'
S
P
(N) Storage perf
pipe
(N) Rock out fall
(see detail)
(N) retaining wall
Property Line
Setback Line
Easement Line
Fence Line
Footprint of Structure
Sewer line
(E) Overhead
electric line
UTILITY POLE
(E) Grade to be altered
Altered Finished grade
Water line
Underground
electric line
FH,Fire hydrant
Solid storm drain line (
(4"Ø PVC SDR-35) TYP. U.N.O. Perforated subdrain
(4"Ø PVC SDR-35) 2% SLOPE TYP. U.N.O. Perforated Collector (E) Contour line
Trench drain (linear drain)
RL, ROOF LEADER
CONNECTION
SUB-SURFACE C/O
CONCRETE
PAVERS
STABILIZED
DECOMPOSED GRANITE
12" Ø WEEP HOLE IN
RETAINING WALL
GEOLOGICAL ZONE
GAS LINE
AD, AREA DRAIN/Clean JOINT TRENCH
out w/inlet protection.
(N) CATCH BASIN
NEW GAS METER
NEW 2" WATER
METER
NEW 200 AMP
ELECTRICAL METER
(N) SANITARY SEWER
LIFT STATION
CO, Clean out
w/inlet protection.
(N) SUMP PUMP
LIGHTWELL
WEEP HOLE
NEW SUBDRAIN
SM, Sanitary
sewer manhole
Direction of surface flow
ROUGHENED
ASPHALT
TOP OF GRADE
INVERT
LEGEND
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
SCALE: NOTE: CONTOUR INTERVAL IS 2'-0"
EDGE OF
PAVEMENT
(N) SUB-SURFACE
TRANSFORMER,
SEE SHEET INT-1
(N) 4" SCH 40 PVC
DOMESTIC
(N) 4" SCH 40
PVC FIRE
GAS METER, SEE
SHEET INT-1
3 C4
UT-2
C4
TYP. 6
C4
6 C4
7 C4
4" S.S. FORCE MAIN
4" FM
ELEV
STAIRS
TRASH ROOM
(N) ASPHALT
DRIVEWAY
PARKING
GARAGE
PARKING
GARAGE
11 TYP.
11 TYP.
4 C4
UP
UP
UP UP
UP
UP
1 1
1 1
4 C4
TRENCH
DRAIN
TRENCH
DRAIN
10 C4
EDGE OF
PAVEMENT
9 C4
5 C4
12 TW 561.5'
BW 559.0'
TW 563.7'
BW 559.0'
ELEC
ROOM
UP UP 10
10 5
5 7 2
13 UP UP UP 5'-0" 5'-0"
10 C4
RIM/TG 519.6'
INV IN 512.6'
INV OUT 509.7'
12'-3"
TW 519.7'
BW 512.0'
TW 536.3'
BW 535.7'
TW 543.2'
BW 541.0'
TW 527.0'
BW 524.0'
TW 530.0'
BW 529.5'
TW 549.6'
BW 547.0'
TW 555.3'
BW 553.6'
TW 557.0'
BW 556.9'
TW 559.8'
BW 559.3'
TW 561.2'
BW 561.1'
TW 565.0'
BW 563.5'
TW 566.0'
BW 559.9'
TW 570.2'
BW 567.4'
TW 568.5'
BW 568.5'
TW 523.2'
BW 519.9'
TW 531.4'
BW 527.5'
TW 536.4'
BW 533.3'
TW 542.3'
BW 539.3'
TW 549.1'
BW 546.0'
TW 552.6'
BW 552.3'
TW 554.2'
BW 553.8'
TW 556.9'
BW 555.3' TW 560.5'
BW 558.8'
TW 561.5'
BW 560.4'
TW 561.6'
BW 561.4'
TW 570.2'
BW 565.2'
TW 570.8'
BW 563.7'
TYP
TYP
UP
UP UP
DN
TW 570.2'
BW 564.7'
TW 569.0'
BW 565.0'
TW 566.0'
BW 564.8'
TG 560.8'
INV 559.8'
(N) AREA DRAIN
TG 566.1'
INV 565.1'
TG 555.8'
INV 554.8'
TG 553.3'
INV 552.3'
TG 554.9'
INV 553.9'
TG 561.2'
INV 560.2'
TG 561.4'
INV 560.4'
TG 518.0'
INV 517.0'
GRADING DRAINAGE & UTILITY PLAN
EDGE OF
PAVEMENT
(E) 8" S.S.
MAIN LINE
EARTHWORK CALCS
TOTALS
TRENCHING
BUILDING
PAD
DRIVEWAY,
ACCESS ROAD
MAX. DEPTH
CUT(FT.) FILL(FT) FILL
(CUBIC YARDS)
AMOUNT
CUT
(CUBIC YARDS)
TYPE OF USE
52 1462
17'-0"
4'-0"
1,555
IMPORT
EXPORT 1,555
0 0
TOTAL
EARTHWORK
1,555
0 0
CONSTRUCTION
STAGING AREA
FIRE SPRINKLER PROTECTION SYSTEM TO
BE PROVIDED PER CALIFORNIA STATE
STANDARD DETAILS & SPECIFICATIONS
PROVIDED BY SANTA CLARA COUNTY FIRE
DEPARTMENT
Fire Protection Requirements
ROCK OUTFALL
INV 513.0'
UT-1
C4
TYP.
EXTEND PAVEMENT AS REQUIRED FOR FIRE
ACCESS ROAD, SEE C1 SITE PLAN FOR
DIMENSIONS. INSTALL PER TOWN OF LOS
ALTOS HILLS STANDARD DETAIL UT-1/C4
INSTALL NEW UTILITY
CONNECTIONS, TYP.
INSTALL PER TOWN
OF LOS ALTOS HILLS
STANDARD DETAILS, TYP.
S.S. LIFT
STATION
S=2.0% 20' MIN. 24' MIN.
1 2
3 4
5 6
7 8
9 10
GRADING & DRAINAGE WORK NOTES
(E) UTILITY POLE
ROOF LEADERS & DRAINS TO EMPTY INTO FLOW THROUGH
PLANTERS, TYP.
TWO (N) 1.5" WATER METER, PROVIDE SCHED 40 PVC 2"Ø PIPE TO NEW WATER MAIN AS SHOWN. PROVIDE (N) 2"Ø SCHED 40 PIPE
TO BUILDING AS SHOWN.
INSTALL (N) ELECT. CONDUIT PER PG&E STANDARDS & TELEPHONE CONDUIT LINES. INSTALL IN JOINT TRENCH AS SHOWN. INSTALL (N)
GAS LINE FOR SPACE HEATING, WATER HEATING, FIRE PLACE, & FIRE PIT.
LANDING, MIN 36" d. SLOPE 2% AWAY FROM BUILDING.
NEW ASPHALT FOR FIRE ACCESS ROAD & DRIVEWAY APPROACH
IN MORA DRIVE RIGHT OF WAY.
MAINTAIN 3' MIN. CLEARANCE BETWEEN UTILITY TRENCHES FOR WATER, SEWER, AND JOINT TRENCH.
CLEANOUT FOR FORCE MAIN TRANSITION TO GRAVITY SEWER
LATERAL, SEE DETAIL 3/C4, FOR LEVELS 1, PODIUM & BASEMENT.
GRAVITY SANITARY SEWER LATERAL FOR LEVELS 2 AND ABOVE.
4" FORCED MAIN SANITARY SEWER, PROVIDE MIN. 3' CLEAR
BETWEEN SEWER LINES AND WATER LINES.
4" PERF PIPE SUBDRAIN PER GEOTECH REPORT
FIGURE 2, TYP.
11 PARKING LIFT, SEE FIGURE 1.
12 GARBAGE STAGING AREA, 4" DECOMPOSED GRANITE
13 FIRE TURNAROUND PER SANTA CLARA COUNTY STANDARDS
30 ENCROACHMENT PERMIT NOTES
INSTALL RESIDENTIAL FIRE TURNAROUND PER SANTA CLARA
COUNTY FIRE DEPARTMENT, AC TO BE MIN. 4" THICK W/ MIN. 8" THICK CL 2 A.B. BASE.
0 0
41 0 N/A N/A
UT-1
C4
30 31
INSTALL UTILITY CONNECTIONS FOR GAS, WATER, SEWER,
TELEPHONE, CABLE, ELECTRIC LINES & CONDUIT, AND PAD
MOUNTED TRANSFORMERS. SAW CUT ROADWAY FOR
UTILITY CONNECTIONS, BACKFILL & REINSTALL ROADWAY
PAVING PER TOWN OF LOS ALTOS HILLS STANDARD
DETAIL UT-1/C4 TYP. REGRADE AS NECESSARY TO
CONFORM TO EXISTING AC
INSTALL ACCESSIBLE RAMP
& GALV. STEEL RAILINGS TO
PER CBC SEC 1114A
32 INSTALL 6' TEMPORARY CONSTRUCTION FENCING &
CONSTRUCTION STAGING AREA FOR THE DURATION OF
CONSTRUCTION.
31 33 REROUTE PEDESTRIAN & BICYCLE TRAFFIC. PEDESTRIAN
PROTECTION TO BE PROVIDED PER CBC SEC. 3306
34 REROUTE VEHICULAR TRAFFIC. TRAFFIC CONTROL TO BE
PROVIDED PER CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (CA MUTCD) - CHAPTER 6
14 CONCRETE WALKWAY, TYP. WALK TO BE A MIN. OF 36" WIDE EXCEPT AT FIRE EGRESS, WHERE IT IS TO BE A MIN 48" WIDE, TYP. 15 CONCRETE STAIRS: ALL STAIRS TO HAVE HANDRAIL OR
GAURDRAIL & MAX RISE & RUN TO MEET CBC RQMNT'S, TYP.
16 16 PLANTER BOX
14 48" MIN.
15 MORA DRIVE
32 31
CONSTRUCTION
STAGING AREA
Provide Traffic
Control
32 32
34 33
14 48" MIN.
15 17 NOT IN USE
1B
C5
TW 525.9'
BW 516.3'
TW 541.0'
BW 525.9'
RETAINING WALL BELOW W/
BACKDRAIN, SEE SECTION
A3.1 & DETAIL 4/C4
RETAINING WALL BELOW W/
BACKDRAIN, SEE SECTION
A3.1 & DETAIL 4/C4
6 EDGE OF
PAVEMENT
TW 525.9'
BW 516.3'
TW 541.0'
BW 525.9'
TW 533.9'
BW 525.9'
TW 520.2'
BW 520.0'
1A
C5
14 14 28'-4" 21'-8" 2'-3"
5'-2" 15'-8"
TW 524.7'
BW 516.3'
TW 532.3'
TW 541.0' BW 516.3'
BW 525.9'
TW 533.4'
BW 516.3'
TW 524.1'
BW 516.3'
TW 517.2'
BW 513.5'
TW 514.2'
BW 509.5'
C3
GRADING DRAINAGE & UTILITY PLAN
4" S.S. FORCE MAIN 4" FM
UP
14 1
TW 537.5'
BW 525.9'
SWITCH BOARD
GEOLOGY AND SOILS
GEOTECHNICAL: THE PROJECT APPLICANT SHALL BE REQUIRED
TO IMPLEMENT THE RECOMMENDATIONS, INCLUDING THOSE
PERTAINING TO SITE PREPARATION AND GRADING, SPREAD
FOOTINGS, DRILLED PIERS, RETAINING WALL DESIGN, FLOOR
SLAB DESIGN, 2022 CALIFORNIA BUILDING CODE SITE CLASS AND
SEISMIC DESIGN CRITERIA, EXCAVATION AND SHORING, ASPHALT PAVEMENTS, CONCRETE PAVEMENTS AND EXTERIOR
SLABS, UTILITIES, SITE DRAINAGE, AND CONSTRUCTION
MONITORING, OF THE CURRENT, APPROVED VERSION OF THE
PROJECT-SPECIFIC GEOTECHNICAL REPORT, AND ANY
SUBSEQUENT DETAILED GEOTECHNICAL PLANS, AVAILABLE
UPON ISSUANCE OF BUILDING PERMIT(S). GRADING AND EROSION CONTROL:
1. PRIOR TO ANY GRADING OR CLEARING BEING PERFORMED
ON-SITE, THE OWNER/APPLICANT SHALL SUBMIT A GRADING
PLAN PREPARED BY A CALIFORNIA-REGISTERED CIVIL
ENGINEER IN ACCORDANCE WITH CITY GRADING ORDINANCE,
CHAPTER 9, SECTION 3 OF THE CITY CODE, WITH A GRADING
PERMIT APPLICATION, FOR APPROVAL BY THE DEPARTMENT OF
PUBLIC WORKS AND BUILDING DIVISION. THE PLAN MUST
INCORPORATE THE FOLLOWING RESTRICTIONS:
a) ALL SOILS STOCKPILED ON THE SITE DURING CONSTRUCTION
MUST BE COVERED OR OTHERWISE PROTECTED FROM WIND
AND WATER EROSION. b) DURING CONSTRUCTION, EROSION AND SEDIMENTATION
CONTROL PLANS MUST BE IMPLEMENTED TO RETAIN
SEDIMENTS ON-SITE DURING THE RAINY SEASONS.
c) SITE GRADING AND FINISHED CONSTRUCTION MUST BE
DESIGNED AND EXECUTED IN SUCH A MANNER AS TO
AVOID DIVERTING RUNOFF ONTO OTHER PROPERTIES. d) RESTRICTIONS AND RECOMMENDATION OF THE GEOLOGIC AND SOILS REPORT.
TRANSPORTATION
CONSTRUCTION TRAFFIC: PRIOR TO ISSUANCE OF A BUILDING
OR GRADING PERMIT, THE APPLICANT SHALL PREPARE A
CONSTRUCTION MANAGEMENT PLAN (CMP) FOR REVIEW AND
APPROVAL BY THE PUBLIC WORKS DEPARTMENT IN
CONSULTATION WITH THE COMMUNITY DEVELOPMENT
DEPARTMENT AND POLICE DEPARTMENT. FOR PROPERTIES
LOCATED AT OR IN CLOSE PROXIMITY TO THE CITY BORDERS, THE PLAN SHALL BE ROUTED TO ADJACENT JURISDICTIONS. THE
CMP SHALL INCLUDE A RESPONSE TO CONSTRUCTION-RELATED
CONDITIONS AND REQUIREMENTS IDENTIFIED BY REVIEWING
CITY DEPARTMENTS, AND OUTSIDE AGENCIES FOR INCLUSION IN THE PLAN. THE PLAN SHALL INCLUDE AT LEAST THE FOLLOWING ITEMS:
TRAFFIC CONTROL PLAN: ROUTES FOR
CONSTRUCTION-RELATED TRAFFIC (HAULING, DELIVERIES, WORKS, ETC.) SHALL BE IDENTIFIED. GRADING, HAULING, AND
CONSTRUCTION DELIVERY TRAFFIC SHALL BE TIMED TO AVOID
PEAK HOUR SCHOOL AND WORK COMMUTE TRAFFIC. TRAFFIC
CONTROL MEASURES SHALL BE IDENTIFIED, INCLUDING: ANY
REQUIRED DETOUR SIGNAGE, LANE CLOSURES, AND SIDEWALK
CLOSURES.
TRAINED FLAG PERSONS SHALL BE POSITIONED AT BOTH
ENDS OF BLOCKED TRAFFIC LANES TO ENSURE SAFE
MOVEMENT OF VEHICLES, AND PEDESTRIANS. THE PROPOSED
TRAFFIC CONTROL PLAN MAY REQUIRE REVIEW BY A TRAFFIC
ENGINEER, TO ENSURE AN ADEQUATE
INTERSECTION/DRIVEWAY TURNING RADIUS WOULD BE
PROVIDED FOR LARGE VEHICLES, AND/OR WHEN OTHER
LARGE PROJECTS ARE IN CONSTRUCTION AT THE SAME TIME. EMERGENCY ACCESS:
1.STREET WIDENING, IMPROVEMENTS, AND DEDICATIONS
SHALL BE IN ACCORDANCE WITH CITY STANDARDS.
2. STREETS, SIDEWALKS AND CURBS IN NEED OF REPAIR DUE
TO CONSTRUCTION ACTIVITIES WITHIN AND BORDERING THE
PROJECT SHALL BE REPAIRED AND/OR REMOVED AND
REPLACED IN ACCORDANCE WITH THE DEPARTMENT OF
PUBLIC WORKS APPROVED STANDARDS.
GENERAL NOTES
(N) 6" ABS S.S. S=4.4%
8 (E) SS
TG/RIM 563.6'±
INV 557.6'±
SSCO
TG/RIM 562.7'
INV 558.6' 7 31
SEE SHEET INT-1
FOR JOINT
TRENCH INFO
11'-11"
4'-9"
ROCK OUTFALL
INV 516.0'
TW 521.2'
BW 520.0'
TW 521.2'
BW 519.0'
TW 520.2'
BW 516.5'
TW 521.2'
BW 515.0'
10'-0"
TW 520.2'
BW 515.0'
TW 520.2'
BW 517.8'
TW 519.7'
BW 516.5'
TW 519.7'
BW 519.0'
TYP. 5'-0"
6'-9" 6'-0"
ITEM 2A ATTACHMENT 9A
4" WIDE TRENCH DRAIN SET IN CONCRETE
(DRAIN SHALL BE KLASSIKDRAIN
K100S/KS100S WITH PERFORATED BRASS
GRATE WITH CUSTOM FINISH. COORDINATE
FINISH WITH GENERAL CONTRACTOR
4"
12" MIN. WIDTH LEADER WHERE OCCURES RETAINING WALL HEIGHT PER PLANS VARIES
SEE STRUCTURAL DRAWINGS FOR
CONC. RETAINING WALL & REBAR 4" MIN
4" BELOW BOTTOM
OF SLABS
4" MIN.
PERFORATIONS
4" DIAMETER
PERFORATED PIPE
W/ PERFORATIONS
FACING DOWN. 1%
SLOPE MIN.
BOTTOM OF SLAB
3/4" OPEN GRADED
CLEAN CRUSHED
ROCK WRAPPED
W/ FILTER
WP SEAL
FILTER FABRIC
DRAIN BOARD
4" MIN
WATERPROOF
MEMBRANE
12" DEEP ON-SITE
SOIL COMPACTED
TO SEAL SURFACE
OR SLAB WHERE
OCCURES
Pump
No. Type GPM TDH RPM HP V PH Hz
P-1 NON CLOG 60
P-2 NON CLOG 60
Electrical
STATION OPERATION LEVEL
RISIING LEVEL CYCLE
WATER LEVEL
ELEVATION ACTION PUMPS IN OPERATION
LEAD PUMP TURNS "ON", FS-2 LEAD PUMP "ON"
LAG PUMP TURNS "ON", FS-3 LEAD & LAG PUMPS "ON"
PUMPS "OFF" LEVEL, FS-4 PUMPS "OFF" GRAVITY FLOW
HIGH WATER IN DITCH, FS-4 ALL PUMPS "OFF"
FALLING LEVEL CYCLE
PUMPS "ON" LEVEL, FS-4 PUMPS "ON" PUMPED DISCHARGE
DITCH FLOAT HIGH WATER. FS-5 ALL PUMPS "ON"
PUMPS "OFF" LEVEL, FS-1 ALL PUMPS "OFF" LAG PUMP
SWITCHES TO LEAD PUMP
KEYED NOTES
MARK QTY DESCRIPTION
1 2 LIBERTY PUMP M/N LE41M-2
2 2 2" BASE ELBOWS
3 2 STAINLESS STEEL LIFTING CHAIN
4 1 DUPLEX CONTROL PANEL NEMA 4X (MOUNTED
& WIRED BY CONTRACTOR)
5 4 FLOAT SWITCH
6 1 SS FLOAT HANGER
7 1 48" DIA x 12' DEEP CONCRETE WET WELL
8 1 FIBERGLASS TOP
9 1 24" DIA HATCHWAY (300 PSF)
11 1 4" GALVANIZED VENT
12 2 2" SCH 80 PVC PIPE
13 2 2" SCH 80 PVC 90° ELBOW
14 2 SS UPPER GUIDE BRACKETS
15 BALL CHECK VALVE
16 TRUE UNION BALL VALVE
17 2 36" SQ GALV STEEL BAR GRATE
18 4 SS GUIDE RAILS
19 2 3" CONDUIT
20 - REBAR AS REQ'D
22 1
36" x 36" x 3'-6" DEEP PRECAST CONCRETE
DISCHARGE STRUCTURE
23 1 6" THK DISCHARGE STRUCTURE LID
24 2 RESILIENT RUBBER BOOT
25 - ALL JOINTS MADE WATER-TIGHT w/ PLASTIC
FLEXIBLE GASKET (RAM-NEX)
26 1
NAMEPLATE INDICATING: MFG:
SMITHPUMP 254-776-0377
WWW.SMITHPUMP.COM
MODEL: LE41M-2 DATE
MANUFACTURED
27 1 REMOTE MOUNT DITCH FLOAT (MOUNTED &
WIRED BY OTHERS)
28 1
STORM INLET PIPING SEAL w/ NON-SHRINK
GROUT (BY OTHERS)
29 1 2" ELECTRICAL COUPLING
1 1
230
230
2 2
2900
2900
30 1 2" SCH 40 PVC POOL DRAIN LINE
SITE & DRAINAGE DETAILS
STABILIZED OUTFALL DETAIL
SCALE:1/2"=1'-0"
TRENCH DRAIN
NTS 6
STORM DRAIN &
SUBDRAIN CLEANOUT
NTS 5
JOINT TRENCH DETAIL
NTS 9
ALLEN BLOCK WALL
N.T.S. 10
CONC. BLOCK
UNIT
OPTIONAL
CAPSTONE
GRATE
RETAINING WALL DRAINAGE 4
NTS
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
SANITARY SEWER LIFT STATION DETAIL 3
SCALE: NOT TO SCALE
NOTES:
1. EFFLUENT FROM PODIUM 2 & BELOW TO DISCHARGE
INTO LIFT STATION.EFFLUENT FROM FLOORS ABOVE TO
GRAVITY FLOW TO STREET.
2. PROVIDE A BACKUP POWER SUPPLY CAPABLE OF
RUNNING EXPECTED FLOW OF 3 DAYS OF USE.
3. EACH PUMP IS SIZED TO HANDLE ALL DISCHARGE &
CONNECTED SO THAT FAILURE OF ONE PUMP WILL NOT
CAUSE SYSTEM FAILURE.
4. THE TANK IS SIZED TO PROVIDE AN ADDITIONAL 3 DAY
OF BACKUP. AN ALARM WILL SOUND IF THERE IS PUMP
FAILURE OR TANK HIGH WATER MARK.
5. A PLAN WILL IN PLACE ON-SITE THAT SHOULD ALL
THREE SAFETY BACKUP METERS FAIL, THE EIGHT
BATHROOMS & ALL OTHER DRAINS BELOW THE TOP
PODIUM WILL BE CLOSED UNTIL SERVICE IS RETURNED.
C4
GRADING & DRAINAGE DETAILS
EXPOSED SUBGRADE TO BE LINED W/
WOVEN GEOTEXTILE MIRAFI FW700
4" PERF 'T' OUTLET PIPE WITH
ENDS CAPPED AT EACH SIDE
LOCATED APROX. MID DEPTH
DIRECTION OF
SURFACE FLOW
3" DIA. MIN. ROCK COBBLES 6'-0" 1'-0" 1'-0"
6'-0"
DISCHARGE
PIPE, PER PLAN
3" DIA. MIN.
ROCK COBBLES
ROCK EXTENDS 1' MIN
BEYOND OUTLET PIPE,
EA. SIDE
7 ITEM 2A ATTACHMENT 9A
W
SS SS SS SS
SS SS
5.0%
564.0'
563.0'
555.85' 555.0' 548.0'
563.5'
5.0% 20.0% 2.0% 5.0% 8.1%
561.5'
555.85'
570.8' 555.85'
3.0%
570.2'
563.7'
563.4' 563.1'
563.7' WM
W W W W W
W W W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
VAN
LOADING
1 2 EV 3,4 5,6 7,8
24 23 22
EV 9,10 11,12 13,14 EV
EV EV EV
15 16 EV 18 19 20,21 EV
26 17
P C T
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y
SPARE
CO
CO CO
CO CO
CO
CO
CO
CO
CO
525.9'
562.5'
561.5'
561.4' 6.0% 8.0%
7.3%
550.0'
548.2'
6.0%
4.8%
S 89° 19' 00" E 280.33'
N 89° 19' 00" W 274.06' N 00° 41' 00" E 62.50'
S 06° 24' 40" W 62.81' 6.5' RAMP 8.3%
20' RAMP
8.3% 568.5'
565.7'
566.2'
565.8'
519.7'
2.0%
RL RL RL RL RL RL RL RL
RL RL RL RL RL RL RL RL RL RL
AD
513.5'
512.0'
561.5' 558.7' 556.2' 548.9' 531.4'
524.4'
8.0% 8.0% 4.8% 8.0% 4.7%
7.5% 7.8% 519.7'
557.8' 552.4' 548.7' 529.3'
516.3' 516.3'
541.1' 532.3'
519.7'
AD AD AD AD AD AD AD AD
AD AD AD AD AD AD AD
AD
561.7
519.6'
562.0'
541.1' 541.1'
25 27 SWITCHGEAR MPOE
G G
2.0%
519.5'
520.5'
516.5'
519.5'
SCALE:
STORMWATER
MANAGEMENT PLAN
DMA 2
DMA 4 Mora Drive
1B
---
12'-3 3/8"
JUNCTION BOX /
CLEAN OUT W/ LID
LEGEND
STORM DRAIN
CLEAN OUT
SDCO
SD STORM DRAIN LINE
JB
AD AREA DRAIN
SDBB STORM DRAIN
BUBLER BOX
STORM DRAIN LINE
OFD OVER FLOW DRAIN
CB CATCH BASIN
DRAINAGE
MANAGEMENT
AREA
DMA XX
TREATMENT
CONTROL
AREA
TCM XX
DS DOWN SPOUT
1A FLOW THROUGH PLANTER DETAIL
SCALE: 1"=1'-0"
TREATMENT CONTROL MEASURE SUMMARY
TRERATMENT TYPE
UNLINED BIO RETENTION
DRAINAGE AREA
(SQ.FT.)
5,181
IMPERVIOUS AREA
(SQ.FT.)
PERVIOUS AREA BIO RETENSION AREA
(SQ.FT.)
317
REQUIRED (SQ.FT.) PROVIDED (SQ.FT.)
195 239
AREA
DMA 2
AREA
TCM 2
LID OR
NON LID
LID
SIZING METHOD
2c. FLOW BASED
SELF RETAINING LANDSCAPE AREA
REQUIRED (SQ.FT.) PROVIDED (SQ.FT.)
N/A N/A
OVERFLOW RISER HEIGHT
/ DEPTH OF PONDING (IN.)
6 DMA 3 TCM 3 LID 4,802 180 198
DMA 4 TCM 4 LID 1,074 40 58
2c. FLOW BASED
2c. FLOW BASED
4,864
4,504
994
298
80 N/A N/A
N/A N/A
OFF SITE TOTALS:
6 6
DMA 1 TCM 1 LID 2c. FLOW BASED 7,342 5,304 2,038 212 215 N/A N/A 6 1B UNLINED BIO RETENTION DETAIL
SCALE: 1"=1'-0"
DMA 3
DMA 1
FLOW THROUGH PLANTER
UNLINED BIO RETENTION
UNLINED BIO RETENTION
TCM 2
DETAIL 1B
TCM 1
DETAIL 1B TCM 3
DETAIL 1B
TCM 4
DETAIL 1A
1A
--- 5'-2" 15'-8"
20'-0"
ON SITE TOTALS: 17,325 14,672 2,653
ON SITE AREA
ON SITE AREA
ON SITE AREA
OFF SITE AREA
1,074 994 80
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
C5
STORMWATER MANAGEMENT PLAN
2 BUBBLER DETAIL
SCALE: 1"=1'-0"
SEAL AROUND 20
MIL IMPERMEABLE
LINER 3"
PLACE 4" DIA. MIN.
APPROVED COBBLES 8"
AROUND BUBBLER &
UNDERLAY WITH FILTER
FABRIC.
BIOTREATMENT
SOIL MIX
3" COMPOSTED MULCH
ON SURFACE OF
BIOTREATMENT SOIL
PER PLAN RUNOFF ENTERS
TREATMENT MEASURE
THROUGH DRAIN PIPE
PER PLAN
POP-UP BUBBLER 1'-0" MIN.
EMITER
2 ---
2 2 ---
---
TYP
TYP
THE EXISTING SITE SOILS CONSIST OF CLAY (TYPED) SOILS.
STORMWATER CONTROL NOTES
THE SITE STORM DRAIN RUNOFF WILL BE FILTERED BY FLOW THROUGH PLANTER AREAS OR BIO RETENTION AREAS. ALL STORM WATER DRAINS TO FLOW THROUGH PLANTERS, BIO RETENTION AREAS, OR SELF RETAINING AREAS.
2. POTENTIAL POLLUTANTS INCLUDE MOTOR VEHICLE LUBRICANTS , COOLANTS , DISC BRAKE DUST , LITTER AND DEBRIS . POLLUTANT SOURCE AREAS INCLUDE THE ASPHALT CONCRETE PARKING LOT AND DRIVE AISLES ,THE ROOF OF THE BUILDING AND THE SITE STORM DRAIN INLETS. ALL INLETS WILL BE MARKED "NO DUMPING-DRAINS TO BAY '. THE PARKING LOT SHALL BE SWEPT REGULARLY TO PREVENT HE ACCUMULATION OF LITTER AND DEBRIS.
3. 4. BIO TREATMENT AREAS SHOWN ARE SCHEMATIC AND WILL BE ADJUSTED DURING FINAL DESIGN.
BIOTREATMENT SIZING IS BASED ON THE FLOW BASED METHOD PER SCVURPPP HANDBOOK CHAPTER 5. FINAL SIZING MAY BE BASED ON EITHER THE FLOW BASED OR COMBINATION FLOW/VOLUME BASED METHOD ALLOWED IN CHAPTER 5.
5. DOWNSPOUTS WILL BE DISCONNECTED AND DISCHARGE TO FLOW THROUGH PLANTERS AT REAR OF BUILDING AS MAIN SOURCE OF TREATMENT FOR ROOF AREAS.
6. SD -10: SITE DESIGN & LANDSCAPE PLANNING
SOURCE CONTROL MEASURES IMPLEMENTED
MAXIMIZED TREES AND PLANTING WITHIN HARDSCAPE AND LANDSCAPE AREAS.
VEGETATED SLOPES FOR ALL LANDSCAPE SLOPES LESS THAN 1:5 SLOPE
1. SD -11: EFFICIENT IRRIGATION
RAIN-TRIGGERED SHUTOFF DEVICES TO PREVENT IRRIGATION AFTER PRECIPITATION.
SYSTEM DESIGNED TO SITE-SPECIFIC WATER DEMANDS AND PLANTING REQUIREMENT.
SD -13: STORM DRAIN SIGNAGE
ALL CATCH BASINS TO BE STENCILED WITH PROHIBITIVE LANGUAGE PER CITY STANDARDS.
MINIMUM IMPACT STREET OR PARKING LOT DESIGN (PARKING LOCATED UNDER BUILDING).
SITE DESIGN MEASURES IMPLEMENTED
CLUSTER STRUCTURE / PAVEMENT.
OVERFLOW
RIM 520.0'
OVERFLOW
RIM 521.0'
OVERFLOW
RIM 517.0'
OVERFLOW
RIM 562.5'
4" DIA. PERFORATED
UNDERDRAIN WITH
HOLES FACING
DOWN 1'-0" 18"
20 MIL
IMPERMEABLE
LINER
12" CLASS II
PERMEABLE ROCK
PER CAL TRANS
SPEC'S
6" CMU BLOCK W/
#4 REBAR @ 16" 9" 6"
WALL CAP
6" PONDING
PLANTS PER SCVURPPP
C.3 STORMWATER
HANDBOOK, APENDIX D
CLEAN OUT W/
CAP AT FINISH
GRADE
PLACE 4" DIA. MIN.
APPROVED
COBBLES 2"
BELOW
DOWNSPOUTS FOR
2' AND UNDERLAY
WITH FILTER
FABRIC.
TOP OF WALL 6"
ABOVE ADJACENT
SIDEWALK
PER PLAN
BLD'G AS
OCCURS
18" BIOTREATMENT SOIL
MIX PER SCVURPPP C3
STORMWATER
HANDBOOK, APPENDIX C
3" COMPOSTED MULCH
ON SURFACE OF
BIOTREATMENT SOIL
OVERFLOW DRAIN 6" ABOVE
BIOTREATMENT SOIL ELEVATION,
SEE PLAN FOR LOCATIONS &
ELEVATIONS
PER PLAN
4" DIA. PERFORATED
UNDERDRAIN WITH
HOLES FACING
DOWN 1'-0"
12" CLASS II
PERMEABLE ROCK
PER CAL TRANS
SPEC'S
6" CMU BLOCK W/
#4 REBAR @ 16" 9"
WALL CAP
6" PONDING
CLEAN OUT W/
CAP AT FINISH
GRADE
PLACE 4" DIA. MIN.
APPROVED
COBBLES 2"
BELOW
DOWNSPOUTS FOR
2' AND UNDERLAY
WITH FILTER
FABRIC.
TOP OF WALL 6"
ABOVE ADJACENT
SIDEWALK
PER PLAN
BLD'G AS
OCCURS
NATIVE SOIL, DO
NOT COMPACT 6"
18" BIOTREATMENT SOIL
MIX PER SCVURPPP C3
STORMWATER
HANDBOOK, APPENDIX C
3" COMPOSTED MULCH
ON SURFACE OF
BIOTREATMENT SOIL
OVERFLOW DRAIN 6" ABOVE
BIOTREATMENT SOIL ELEVATION,
SEE PLAN FOR LOCATIONS &
ELEVATIONS
PER PLAN
PLANTS PER SCVURPPP
C.3 STORMWATER
HANDBOOK, APENDIX D
SANITARY SEWER CONNECTION OR ACCESSIBLE CLEANOUT FOR POOL/SPA/FOUNTAIN.
OPERATIONAL BMPs:
1. ALL PLANS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY NPDES STORMWATER DISCHARGE PERMIT AND THE SANTA CLARA COUNTY PPP. THE PROJECT PLANS SHALL INCLUDE PERMANENT STORM WATER QUALITY PROTECTION MEASURES. THE PROJECT PLANS
SHALL IDENTIFY BEST MANAGEMENT PRACTICES (BMPS) APPROPRIATE TO THE USES TO BE
CONDUCTED ON-SITE TO EFFECTIVELY PROHIBIT THE DISCHARGE OF POLLUTANTS WITH STORM WATER RUN-OFF. A MAINTENANCE AND OPERATION AGREEMENT SHALL BE PREPARED BY THE APPLICANT INCORPORATING THE CONDITIONS OF THIS SECTION. 2. A MAINTENANCE PLAN FOR EVERY STORMWATER TREATMENT CONTROL, AND/OR HYDRO
MODIFICATION MEASURE OR APPLICABLE SITE DESIGN MEASURE, INCLUSIVE OF
MAINTENANCE AND INSPECTION CHECKLISTS AND MAINTENANCE INSPECTION REPORT
FORMS, SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF A GRADING PERMIT. A COPY OF THE FINAL, APPROVED MAINTENANCE PLAN(S) SHALL BE MADE A PART OF THE MAINTENANCE AGREEMENT. A COPY OF THE FINAL, APPROVED MAINTENANCE PLAN(S) SHALL ALSO BE ON FILE WITH THE PUBLIC WORKS DEPARTMENT.
3. THE DEVELOPER SHALL PROVIDE TO THE FIRST RESIDENTS/OCCUPANTS/TENANTS
PRACTICAL INFORMATION MATERIALS (AS FURNISHED BY THE CITY) ON GOOD
HOUSEKEEPING FOR HAZARDOUS PRODUCTS, PROPER USE AND DISPOSAL OF HAZARDOUS PRODUCTS, AND PROHIBITED DISCHARGE PRACTICES. 4. EFFICIENT IRRIGATION SYSTEMS SHALL BE USED THROUGHOUT ALL LANDSCAPED AREAS IN ACCORDANCE WITH THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE.
5. ALL LANDSCAPING SHALL BE MAINTAINED AND SHALL BE DESIGNED WITH EFFICIENT
IRRIGATION SYSTEMS TO REDUCE RUNOFF, PROMOTE SURFACE FILTRATION, AND MINIMIZE THE USE OF FERTILIZERS, HERBICIDES, AND PESTICIDES. 6. THE PROPERTY OWNER/ASSOCIATION SHALL IMPLEMENT A TRASH MANAGEMENT AND
LITTER CONTROL PROGRAM INCLUDING EMPTYING TRASH RECEPTACLES IN COMMON
AREAS, NOTING TRASH DISPOSAL VIOLATIONS BY HOMEOWNERS OR BUSINESS, AND NOTIFYING VIOLATORS. 7. STREETS AND PARKING LOTS MUST BE SWEPT IMMEDIATELY PRIOR TO AND ONCE DURING THE STORM SEASON. RECORDS OF STREET CLEANING SHALL BE REPORTED TO THE DEPARTMENT OF PUBLIC WORKS ON AN ANNUAL BASIS ON OR BEFORE JUNE 30 OF EACH YEAR. 8. NO WASTEWATER (INCLUDING EQUIPMENT CLEANING WASH WATER, VEHICLE WASH
WATER, COOLING WATER, AIR CONDITIONER CONDENSATE, AND FLOOR CLEANING WASH WATER) SHALL BE DISCHARGED TO THE STORM DRAIN SYSTEM, THE STREET OR GUTTER.
9. INTERIOR LEVEL PARKING GARAGE FLOOR DRAINS, AND ANY OTHER INTERIOR FLOOR
DRAINS, SHALL BE CONNECTED TO THE SANITARY SEWER SYSTEM, SUBJECT TO THE LOCAL SANITARY SEWER AGENCY'S AUTHORITY AND STANDARDS. 10. SWIMMING POOLS, HOT TUBS, SPAS, AND FOUNTAINS SHALL HAVE A CONNECTION TO
THE SANITARY SEWER, SUBJECT TO THE LOCAL SANITARY SEWER AGENCY'S AUTHORITY AND STANDARDS. THIS CONNECTION COULD BE A DRAIN IN THE POOL TO THE SANITARY
SEWER OR A CLEANOUT LOCATED CLOSE ENOUGH TO THE POOL SO THAT A HOSE CAN READILY DIRECT THE POOL DISCHARGE INTO THE SANITARY SEWER CLEANOUT.
11. BOILER DRAIN LINES, ROOF TOP EQUIPMENT WITH DRAIN LINES, AND/OR EQUIPMENT
FOR WASHING AND/OR STEAM CLEANING ACTIVITIES SHALL BE CONNECTED TO THE
SANITARY SEWER SYSTEM, SUBJECT TO THE LOCAL SANITARY SEWER AGENCY'S AUTHORITY AND STANDARDS. 12. THE DEVELOPER SHALL PROVIDE TO THE FIRST RESIDENTS/OCCUPANTS/TENANTS
PRACTICAL INFORMATION MATERIALS GOOD HOUSEKEEPING FOR HAZARDOUS
PRODUCTS, PROPER USE, AND DISPOSAL OF HAZARDOUS PRODUCTS, AND PROHIBITED DISCHARGE PRACTICES.
13. THE PROPERTY OWNER/ASSOCIATION SHALL IMPLEMENT A TRASH MANAGEMENT AND
LITTER CONTROL PROGRAM INCLUDING EMPTYING TRASH RECEPTACLES IN COMMON
AREAS, NOTING TRASH DISPOSAL VIOLATIONS BY HOMEOWNERS OR BUSINESS, AND NOTIFYING VIOLATORS. 14. OUTDOOR STORAGE AREAS FOR OILS, FUELS, SOLVENTS, COOLANTS, AND OTHER
CHEMICALS SHALL BE DESIGNED TO PROVIDE SECONDARY CONTAINMENT SUCH AS BERMS AND ROOF COVERS. PROCESS EQUIPMENT SITED OUTDOORS SHALL BE PLACED ON AN IMPERMEABLE SURFACE AND COVERED. PROPERTY OWNERS/ASSOCIATIONS
SHALL IMPLEMENT A REGULAR PROGRAM OF SWEEPING AND LITTER CONTROL AT THESE SITES.
15. FIRE SPRINKLER TEST WATER SHALL DISCHARGE TO ONSITE VEGETATED AREAS, OR,
ALTERNATIVELY SHALL BE DISCHARGED TO THE SANITARY SEWER SYSTEM, SUBJECT TO THE LOCAL SANITARY SEWER AGENCY'S AUTHORITY AND STANDARDS. 16. AIR CONDITIONING CONDENSATE SHALL DRAIN TO LANDSCAPING, OR ALTERNATIVELY
MAY BE CONNECTED TO THE SANITARY SEWER SYSTEM, SUBJECT TO THE LOCAL SANITARY SEWER AGENCY'S AUTHORITY AND STANDARDS.
GENERAL NOTES
11'-11"
10'-0" 11'-6"
4'-9" 2'-3" 21'-8" 28'-4" 5'-0"
5'-4" 6'-0" 17'-0" 13'-0"
TCM 1
DETAIL 1B
OVERFLOW
RIM 514.0'
OVERFLOW
RIM 520.0'
7'-0"
TCM 1
DETAIL 1B
ITEM 2A ATTACHMENT 9A
VAN
LOADING
1 2 EV 3,4 5,6 7,8
24 23 22
EV 9,10 11,12 13,14 EV
EV EV EV
15 16 EV 18 19 20,21 EV
26 17
P C T 3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y
SPARE
CO
CO CO
CO CO
CO
CO
CO
CO
CO
℄
℄
AD AD AD AD AD AD AD AD AD
AD AD AD AD AD AD AD AD
25 Mora Dr.
27 & CONSTRUCTION OPERATION PLAN
10'0' 20' 40' SCALE:
1"=20' NORTH
A
A
SEDIMENT ROLL DETAIL
NTS 1 SILT FENCE DETAILNTS 2
CONCRETE WASHOUT PIT DETAIL
NTS 4
biowattles
tree protection
straw bale barrier
silt fence
concrete washout
TREE PROTECTION FENCE DETAIL
NTS 3
LEGEND VARIES
10'-0"
EROSION CONTROL MEASURES SHALL CONFORM TO ABAG STANDARDS, SCC COUNTY STANDARDS AND
APPROVAL OF THE ENGINEERING DEPARTMENT
1. ALL MATERIALS NECESSARY FOR THE APPROVED EROSION CONTROL MEASURES SHALL BE ON SITE BY OCTOBER 15TH AND IN PLACE BY NOVEMBER 1ST.
2. 3. EROSION CONTROL SYSTEMS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE RAINY SEASON.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND REPAIRING EROSION CONTROL SYSTEMS AFTER EACH STORM.
4. PROJECTS MUST HAVE ALL CUT AND FILL SLOPES PROTECTED BY SEEDING AND PUNCHING THE SLOPES WITH STRAW OR HYDROSEEDING.
5. ANY AREAS OF DISTURBED SOIL SHALL BE SEEDED OR REPLANTED TO THE SATISFACTION OF THE COUNTY ENGINEER PRIOR TO NOVEMBER 1ST, OR FINAL INSPECTION, WHICHEVER IS SOONER.
6. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED BY COUNTY ENGINEERING DEPARTMENT OR BUILDING OFFICIALS.
7. PROJECT SHALL PREVENT ANY ACCUMULATION OR DEPOSIT OF DIRT, MUD, SAND, ROCKS, GRAVEL OR
DEBRIS ON THE SURFACE OF ANY STREET , ALLEY OR PUBLIC PLACE OR IN ANY PUBLIC STORM DRAIN SYSTEM.
8. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF STORM WATER POLLUTION PREVENTION DURING ALL PHASES OF CONSTRUCTION.
9. WORK AREAS THAT HAVE NOT BEEN STABILIZED PRIOR TO ONSET OF WET SEASON SHALL BE GRADED TOWARD TEMPORARY SETTLEMENT BASINS WITHIN SITE. STORM RUNOFF WATER FROM UN-STABILIZED AREAS SHALL BE DIRECTED THROUGH BIOWATTLES PRIOR TO RELEASE FROM THE SITE.
10. INSTALL SEDIMENT
ROLL, SEE DETAIL 1
INSTALL SILT FENCE,
SEE DETAIL 2
CONSTRUCTION ENTRANCE,
INSTALL 2" TO 3" CRUSHED
ROCK 4" THICK 12'-0" 4'-0"
CONSTRUCTION FENCING
CONCRETE WASHOUT,
SEE DETAIL 4
SOIL EROSION AND SEDIMENT CONTROL PLAN DUMPSTER STORAGE CONTAINER NOTE: TEMPORARY CRANE INSTALLATION TO BE ERECTED AND OPERATIONAL FOR DURATION CONSTRUCTION. 4.
LOCATION OF TEMPORARY STORAGE CONTAINERS TO ENCROACH ON TO RIGHT-OF-WAY AT MORA DR. NOT ALL LOCATIONS NOT SHOWN FOR CLARITY. 2
LOCATION OF TEMPORARY DEBRIS BOX / DUMPSTER TO BE PRESENT FOR DURATION OF CONSTRUCTION. 3
1 INSTALL TEMPORARY FENCING TO BE PRESENT FOR DURATION OF CONSTRUCTION. 3 SOIL EROSION & SEDIMENT CONTROL NOTES CONSTRUCTION OPERATION NOTES 2 1
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
C6
SOIL EROSION AND SEDIMENT CONTROL PLAN
& CONSTRUCTION OPERATION PLAN
HYDROLOGY AND WATER QUALITY
CONSTRUCTION BMPs:
1. GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY GRADING ORDINANCE, CHAPTER 9 OF THE CITY CODE. SOIL OR OTHER
CONSTRUCTION MATERIALS SHALL NOT BE STOCKPILED IN THE PUBLIC
RIGHT-OF-WAY UNLESS AN ENCROACHMENT PERMIT IS OBTAINED
FROM THE DEPARTMENT OF PUBLIC WORKS. GRADING SHALL NEITHER BE INITIATED NOR CONTINUED BETWEEN NOVEMBER 15 AND APRIL 15. GRADING SHALL BE DONE BETWEEN THE HOURS OF 8:00 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY UNLESS OTHERWISE SPECIFICALLY AUTHORIZED BY THE DIRECTOR OF PUBLIC WORKS. THE STORMWATER
POLLUTION PREVENTION PROGRAM BEST MANAGEMENT PRACTICES
(BMPS) FOR CONSTRUCTION SHALL BE IMPLEMENTED TO PROTECT WATER QUALITY. 2.THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONSTRUCTION
PERSONNEL FOLLOW STANDARD BMPS FOR STORMWATER QUALITY
PROTECTION DURING CONSTRUCTION OF PROJECT. THESE INCLUDES, BUT ARE NOT LIMITED TO, THE FOLLOWING:
a) STORE, HANDLE, AND DISPOSE OF CONSTRUCTION MATERIALS AND
WASTES PROPERLY, SO AS TO PREVENT THEIR CONTACT WITH
STORMWATER. b) CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL
POLLUTANTS, INCLUDING SOLID WASTES, PAINTS, CONCRETE,
PETROLEUM PRODUCTS, CHEMICALS, WASH WATER OR SEDIMENT,
AND NON- STORMWATER DISCHARGES TO STORM DRAINS AND
WATERCOURSES. c) USE SEDIMENT CONTROLS, FILTRATION, OR SETTLING TO REMOVE SEDIMENT FROM DEWATERING EFFLUENT. d) DO NOT CLEAN, FUEL, OR MAINTAIN VEHICLES ON-SITE, EXCEPT IN
A DESIGNATED AREA IN WHICH RUNOFF IS CONTAINED AND
TREATED. e) DELINEATE CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE
OR CRITICAL AREAS, BUFFER ZONES, TREES, AND DRAINAGE
COURSES WITH FIELD MARKERS OR FENCING. f) PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM
CONSTRUCTION IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER MEASURES AS APPROPRIATE. g) PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER (APRIL 15 THROUGH NOVEMBER 14).
h) LIMIT AND TIME APPLICATIONS OF PESTICIDES AND FERTILIZERS TO PREVENT POLLUTED RUNOFF.
i) LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS.
j) DO NOT TRACK DIRT OR OTHER MATERIALS OFF-SITE; CLEAN OFFSITE PAVED AREAS AND SIDEWALKS USING DRY SWEEPING METHODS. IF CONSTRUCTION IS NOT COMPLETE BY THE START OF THE WET SEASON (NOVEMBER 15 THROUGH APRIL 15), PRIOR TO NOVEMBER 15 THE DEVELOPER SHALL IMPLEMENT A WINTERIZATION PROGRAM TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENTATION. AS
APPROPRIATE TO THE SITE AND STATUS OF CONSTRUCTION, DISTURBED SOILS THROUGH TEMPORARY OR PERMANENT SEEDING,
MULCHING, MATTING, TARPING OR OTHER WINTERIZATION
REQUIREMENTS SHALL INCLUDE
INSPECTING/MAINTAINING/CLEANING ALL SOIL EROSION AND
SEDIMENTATION CONTROLS PRIOR TO, DURING, AND IMMEDIATELY AFTER EACH STORM EVENT; STABILIZING PHYSICAL MEANS;
ROCKING UNPAVED VEHICLE ACCESS TO LIMIT DISPERSION OF MUD ONTO PUBLIC RIGHT-OF- WAY; COVERING/TARPING STORED
CONSTRUCTION MATERIALS, FUELS, AND OTHER CHEMICALS. PLANS
TO INCLUDE PROPOSED MEASURES TO PREVENT EROSION AND
POLLUTED RUNOFF FROM ALL SITE CONDITIONS. AS SITE
CONDITIONS WARRANT, THE DEPARTMENT OF PUBLIC WORKS MAY
DIRECT THE DEVELOPER TO IMPLEMENT ADDITIONAL
WINTERIZATION REQUIREMENTS.
GENERAL NOTES
DUST CONTROL: TO REDUCE DUST LEVELS, EXPOSED EARTH
SURFACES SHALL BE WATERED AS NECESSARY. THE APPLICATION
OF WATER MUST BE MONITORED TO PREVENT RUNOFF INTO THE
STORM DRAIN SYSTEM. SPILLAGE RESULTING FROM HAULING
OPERATIONS ALONG OR ACROSS ANY PUBLIC OR PRIVATE
PROPERTY SHALL BE REMOVED IMMEDIATELY.
a) ALL EXPOSED SURFACE (e.g.PARKING AREAS, STAGING AREAS,
SOIL PILES, GRADED AREAS, AND UNPAVED ACCESS ROADS) SHALL BE WATERED TWO TIMES PER DAY.
b) ALL HAUL TRUCKS TRANSPORTING SOIL, SAND, OR OTHER LOOSE MATERIAL OFF-SITE SHALL BE COVERED.
c) ALL VISIBLE MUD OR DIRT TRACKOUT ONTO ADJACENT PUBLIC
ROADS SHALL BE REMOVED USING WET POWER VACUUM STREET
SWEEPERS AT LEAST ONCE PER DAY. THE USE OF DRY POWER
SWEEPING IS PROHIBITED.
d) ALL VEHICLE SPEEDS ON UNPAVED ROADS SHALL BE LIMITED TO 15 mph.
e) ALL ROADWAYS, DRIVEWAYS, AND SIDEWALKS TO BE PAVED
SHALL BE COMPLETED AS SOON AS POSSIBLE. BUILDING PADS
SHALL BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESS
SEEDING OR SOIL BINDERS ARE USED.
f) ALL EXCAVATION, GRADING, AND/OR DEMOLITION ACTIVITIES SHALL BE SUSPENDED WHEN AVERAGE WIND SPEEDS EXCEED 20 mph.
g) ALL TRUCKS AND EQUIPMENT, INCLUDING THEIR TIRES, SHALL BE WASHED OFF PRIOR TO LEAVING THE SITE.
h) UNPAVED ROADS PROVIDING ACCESS TO SITES LOCATED 100 FEET OR FURTHER FROM A PAVED ROAD SHALL BE TREATED WITH A 6-TO 12-INCH LAYER OF COMPACTED LAYER OF WOOD CHIPS, MULCH,
OR GRAVEL.
i) PUBLICLY VISIBLE SIGNS SHALL BE POSTED WITH THE TELEPHONE
NUMBER AND NAME OF THE PERSON TO CONTACT ON-SITE
DISTURBANCE COORDINATOR REGADING DUST COMPLAINS.
GREENHOUSE GASES: A MINIMUM OF 50% OF THE CONSTRUCTION
WASTE GENERATED BY THIS PROJECT TO BE RECYCLED OR SALVAGED FOR USE. DOCUMENTATION TO BE PROVIDED BEFORE THE FINAL
BUILDING PERMIT INSPECTION. SAMPLE FORMS LOCATED AT
WWW.HCD.CA.GOV/CALGREEN.HTML MAY BE USED TO ASSIST IN
DOCUMENTING COMPLIANCE.
TREE PROTECTION: THE APPLICANT SHALL IMPLEMENT THE TREE
PROTECTION GUIDELINES IDENTIFIED ON THE PROJECT LANDSCAPE PLANS (DEMOLITION NOTES SHEET L-0.1).
CLEARING & GRUBBING: CLEAR AND GRUB TWO THE LIMITS OF WORK
PER SPECIFICATIONS TAKING CARE TO NOT DISTURB THE ROOT SYSTEM OF EXISTING TREES TO REMAIN.
EXISTING TREES TO REMAIN: EXISTING TREES TO REMAIN SHALL BE
PRUNED UNDER THE DIRECTION OF A CERTIFIED ARBORIST IN
ACCORDANCE WITH INTERNATIONAL SOCIETY OF ARBORICULTURAL (ISA) GUIDELINES PRIOR TO BEGINNING OF CONSTRUCTION. DURING CONSTRUCTION, FENCING SHALL BE INSTALLED.
AIR QUALITY
CONSTRUCTION AND OPERATIONAL EMISSION: 1.OFF- ROAD
EQUIPMENT GREATER THAN 50 HORSEPOWER(HP) AND OPERATING
FOR MORE THAN 20 TOTAL HOURS PER WEEK SHALL OPERATE ON AN EPA-APPROVED TIER 4 OR NEWER ENGINE.
2.TO REDUCE CONSTRUCTION-RELATED FUGITIVE DUST BY
IMPLEMENTING BAAQMD'S BASIC CONTROL MEASURES AT ALL
CONSTRUCTION AND STAGING AREAS. THE FOLLOWING MEASURES ARE BASED ON BAAQMD'S CURRENT [2017] CEQA GUIDELINES.
a) ALL HAUL TRUCKS TRANSPORTING SOIL, SAND, OR OTHER LOOSE MATERIAL OFFSITE WILL BE COVERED. b) ALL VISIBLE MUD OR DIRT TRACK-OUT ONTO ADJACENT PUBLIC
ROADS WILL BE REMOVED USING WET POWER VACUUM STREET
SWEEPERS. THE USE OF DRY POWER SWEEPING IS PROHIBITED.
c) ALL VEHICLE SPEEDS ON UNPAVED ROADS, DRIVEWAYS, OR DRIVING SURFACES SHALL BE LIMITED TO 15 MPH.
d) ALL ROADWAYS, DRIVEWAYS, AND SIDEWALKS TO BE PAVED WILL BE COMPLETED AS SOON AS POSSIBLE. BUILDING PADS WILL BE LAID AS
SOON AS POSSIBLE AFTER GRADING UNLESS SEEDING OR SOIL
BINDERS ARE USED. e) POST A PUBLICLY VISIBLE SIGN WITH THE TELEPHONE NUMBER AND
THE NAME OF THE PERSON TO CONTACT AT THE ON-SITE
DISTURBANCE COORDINATOR REGARDING DUST COMPLAINTS. THIS PERSON WILL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 48 HOURS. THE PHONE NUMBER OF THE DISTRICT WILL ALSO BE VISIBLE TO ENSURE COMPLIANCE.
f) IDLING TIMES TO BE MINIMIZED EITHER BY SHUTTING EQUIPMENT
OFF WHEN NOT IN USE OR REDUCING THE MAXIMUM IDLING TIME
TO FIVE MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXICS CONTROL MEASURE TITLE 13, SECTION 2485 OF
CALIFORNIA CODE OF REGULATIONS). CLEAR SIGNAGE MUST BE
PROVIDED FOR CONSTRUCTION WORKERS AT ALL ACCESS POINTS. g) ALL CONSTRUCTION EQUIPMENT TO BE MAINTAINED AND
PROPERLY TUNED IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS.
ITEM 2A ATTACHMENT 9A
VAN
LOADING
1 2 EV EV EV
EV EV EV
EV EV
F.F. ABOVE
563.7'
563.1'
555.85'
555.85'
555.85' 555.0' 548.0' 20.0% 2.0% 8.0% 5.1%550.0'
548.2' 6.0%
561.5'
565.7'
565.8'
DN
UP
548.3'
28 29 30
570.2' 6.5' RAMP 8.3%
570.8'
3,4,5 6,7,8 9,10,11 12,13,14 15,16,17 18,19,20 21 22 23 24 25 26 27 31
UP DN
537.1'
541.1'
516.3' UP
UP DN
559.6'
12 9 6 3 18 21 24 27 30 33 36
45 48
570.8' 15
39 42
570.8'
UP DN
582.0'
582.0'
UP DN PENTHOUSE
UP
525.9' DN
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
SCALE:
1"=20' NORTH
PODIUM / GARAGE
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
TRASH ROOM
DRIVEWAY
ELEC
MPOE
ACCESSIBLE PATH OF TRAVEL
MECH
FAN
ROOM
9'-7" 10'-4"
11'-7" 9'-0" 20'-2" OVHD GATE
GARAGE
48'-10 1/2"
BASEMENT
SUB BASEMENT
EXIT
STAIR #2
EXERCISE ROOM
29'-11 1/4"
30'-10 1/4" 23'-8" 8'-0"
11" 23'-8" 25'-2"
10'-2" 39'-5 1/4" 1'-8"
29'-8" 2 1/4" 1'-8"
8'-7"
CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT
PLANTERS
BICYCLE PARKING ROLL-UP DOOR
FLOOR PLAN H
FLOOR PLAN BP
FLOOR PLAN H
FLOOR PLAN BP
BUILDING PLAN
BUILDING PLAN
BUILDING PLAN
49'-7 1/4" 52'-6"
48'-8 1/4"
44" CORRIDOR 52'-6" 17'-2" 52'-6"
34'-10" 99'-6" 30'-6 3/4"
214'-4"
10'-0" 133'-0 1/4"
213'-5" 5'-0"
25'-0"
20' 40' 60'
44" CORRIDOR
MEZZANINE
BUILDING PLAN
LEVEL 1
BUILDING PLAN
47'-10" 43'-4 1/4"
47'-7 3/4" 1'-8"
2 1/4"
2 1/4"
101'-11 3/8"
101'-6 5/8"
FLOOR PLAN BR
FLOOR PLAN H
FLOOR PLAN AL
ELEVATOR
#2
EXIT
STAIR #2
FLOOR PLAN D
IDF 44" CORRIDOR
IDF
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
DRIVEWAY BELOW
LOBBY
PACKAGE ROOM
MAIL ROOM
FAN CHASE
TO ROOF
21'-9" 29'-4" 11'-8" 11'-6"
14'-7 3/4"
47'-10" 12'-10 1/4"
3'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4" 4'-6" 29'-8"1'-8" 8'-7" 29'-5 1/2"
2 1/4"
60'-8 1/4"
2 1/4" 2 1/4" 2 1/4"
2'-0"
2 1/4" 2 1/4" 52'-6"
214'-4"
213'-5"
BATH
5'-0"
FLOOR PLAN J FLOOR PLAN H
FLOOR PLAN F
FLOOR PLAN C
2 1/4"
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
21'-9"
22'-11 1/4" 18'-0 3/4" 11'-6"
14'-7 3/4"
60'-8 1/4" 30'-6"
3'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4" 9'-7" 29'-8" 8'-7" 29'-5 1/2"
2 1/4"
60'-8 1/4"
2 1/4" 2 1/4" 2 1/4"
2'-0"
2 1/4" 2 1/4"
214'-4"
213'-5"
FLOOR PLAN G
FLOOR PLAN E
FLOOR PLAN F FLOOR PLAN D
FLOOR PLAN C
2 1/4"
44" CORRIDOR
44" CORRIDOR 52'-6"
EXAM RM 1
LEVEL 2
BUILDING PLAN
DECK DECK DECK DECK
DECK DECK
DECK DECK
DECK DECK DECK
DECK DECK
DECK DECK
DECK
DECK
DECK
UP
UP
UP
UP
LOWER PODIUM
ELEVATOR
#2
EXIT
STAIR #2 23'-8" 25'-2"
8'-7" 29'-8" 23'-8" 8'-0"
FAN
ROOM
FLOOR PLAN HR
FLOOR PLAN BB
BUILDING PLAN
49'-7 1/4" 52'-6"
48'-8 1/4" 52'-6"
44" CORRIDOR
LAUNDRY
UTILITY ROOM SHELVES SHELVES
UP
JULIET BALCONY
DINING
MEDIA
JULIET BALCONY
JULIET BALCONY
WORK STATION
SUPPLY ROOM
FLOOR PLAN H
FLOOR PLAN I
FLOOR PLAN J
FLOOR PLAN L
FLOOR PLAN K
FLOOR PLAN N
FLOOR PLAN M
FLOOR PLAN P
FLOOR PLAN O
FLOOR PLAN Q
DENOTES PROPOSED LOCATION OF
BMR UNIT. SUBJECT TO CHANGE.
NOTE:
"BMR"
ELEVATOR
#2
IDF
IDF
2 1/4"
POWDER
ROOM
9'-7"
15'-8" 14'-5" 20'-10" 20'-10" 23'-8" 28'-7 3/4" 52'-6"
11"
11"
11"
11"
11"
A1.1
BUILDING FLOOR PLANS
FLOOR PLAN HR
STORAGE
10'-2"
11"
18'-2 1/4" 30'-6" 3'-8" 3'-8" 2 1/4" 1'-8"
8'-10" 23'-8" 28'-7 3/4" 52'-6" 2 1/4" 1'-8"
29'-8" 2 1/4" 9'-11 7/8" 2 1/4" 4'-6" 9'-7" 23'-8" 28'-7 3/4" 52'-6" 2 1/4" 1'-8" 2 1/4"
9'-11 7/8" 1'-8"
4'-6" 23'-8" 28'-7 3/4" 52'-6" 2 1/4" 1'-8" 23'-8" 28'-7 3/4" 52'-6" 2 1/4" 1'-8" JANITOR
STORAGE
JULIET BALCONY
DECK DECK
JULIET BALCONY
FLOOR PLAN I
EXAM RM 2 SUPPLY CABINET RECEPTION WAITING AREA
SALON
SCOPE OF WORK, PERMITS & AUTHORIZATIONS
IN ORDER TO MANAGE AND RUN THIS SENIOR RESIDENTIAL LIVING FACILITY, CERTAIN INCIDENTAL
SERVICES AND OFFERINGS ARE NECESSARY FOR ITS OPERATION AND TO SERVE ITS RESIDENTS DUE TO THE
LIMITED MOBILITY AND SPECIAL NEEDS OF SENIOR RESIDENTS, INCLUDING LOW-INCOME SENIOR RESIDENTS. THESE SERVICES AND OFFERINGS AND MUST REMAIN INCIDENTAL AND SUPPLEMENTAL TO THE PRIMARY RESIDENTIAL USAGE. THESE SERVICES AND OFFERINGS SHALL BE AVAILABLE TO RESIDENTS AND THE FACILITIES GUESTS, BUT SHALL NOT BE MADE AVAILABLE TO THE GENERAL PUBLIC. THESE SERVICES
AND OFFERINGS SHALL BE LICENSED AND PERMITTED IN PERPETUITY FOR THE LIFE OF THE FACILITY AND NOT BE SUBJECT TO CURRENT OR FUTURE LOCAL ORDINANCES AND REQUIREMENTS. NOTWITHSTANDING, ALL SUCH SERVICES AND OFFERINGS SHALL MEET ALL STATE AND FEDERAL REQUIREMENTS.
THESE SERVICES AND OFFERINGS INCLUDE:
1. NAIL & HAIR SALON, MASSAGE, CHIROPRACTIC, TRANSPORTATION, AND SIMILAR NON-MEDICAL SERVICES.
2. MEDICAL TREATMENT TO ITS RESIDENTS AND GUEST THROUGH THIRD PARTY CONTRACTORS FOR TREATMENT ON PREMISES.
3. EVENTS OF UP TO 250 PEOPLE BETWEEN THE HOURS OF 9:00AM AND 10:00PM WITH A MAXIMUM NOISE LEVEL OF 80 DECIBELS MEASURED AT GROUND LEVEL ON THE PROPERTY LINE.
4. USE STREET PARKING, REGARDLESS OF SIGNAGE, ALONG THE MORA DRIVE RIGHT-OF-WAY BUT OUTSIDE THE ROADWAY PATH OF TRAVEL, EXCEPT WHERE PARKING IS OBJECTIVELY UNSAFE:
5. SERVING AND SALE OF HOT AND COLD FOOD, BEER, WINE AND LIQUOR.
6. SELECT AND MANAGE ITS TENANTS, INCLUDING LOW-INCOME TENANTS.
7. SALE GIFTS, INCIDENTALS, AND FOOD ITEMS.
8. MANAGEMENT OF ALL INTERIOR AND EXTERIOR LIGHTING, INCLUDING WATTAGE, ORIENTATION,
HOWEVER LIGHTING SHALL BE ORIENTED TO REDUCE IMPACT ON NEIGHBORING STRUCTURES WHERE FEASIBLE.
9. NON MEDICAL CARE OF RESIDENTS, INCLUDING PHYSICAL THERAPY, RECOVERY FROM MEDICAL USES, AND IN MONITORING, BATHING OR OTHER LIFE ACTIVITIES.
THIS PLAN IS INTENDED TO CONTAIN ALL REQUIRED USE, SITE OFF-SITE AND STREET IMPROVEMENTS PERMITS REQUIRED FOR THIS PROJECT. SOME OF THESE IMPROVEMENTS MAY REQUIRE FURTHER DETAILING TO MEET HEALTH AND SAFETY STANDARDS.
ALLOWABLE AREA NOTES:
FROM THE 2022 CALIFORNIA BUILDING CODE
BUILDING AREA
GENERAL NOTES
FIRE WALLS
706.5 HORIZONTAL CONTINUITY. FIRE WALLS SHALL BE CONTINUOUS FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL EXTEND AT LEAST 18" BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS.
EXCEPTIONS
1. [NOT USED.]
2. [NOT USED]
3. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE INTERIOR SURFACE OF ON
COMBUSTIBLE EXTERIOR SHEATHING WHERE THE BUILDING ON EACH SIDE OF THE FIRE WALL IS
PROTECTED BY AN
AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. 706.5.1 EXTERIOR WALLS. WHERE THE FIRE WALL INTERSECTS EXTERIOR WALLS, THE FIRE-RESISTANCE
RATING AND OPENING PROTECTION OF THE EXTERIOR WALLS SHALL COMPLY WITH ONE OF THE FOLLOWING:
1. [NOT USED]
2. BUILDINGS OR SPACES ON BOTH SIDES OF THE INTERSECTING FIRE WALL SHALL ASSUME TO
HAVE AN IMAGINARY LOT LINE AT THE FIRE WALL AND EXTENDING BEYOND THE EXTERIOR OF THE FIRE WALL.
THE LOCATION OF THE ASSUMED LINE IN RELATION TO THE EXTERIOR WALLS AND THE FIRE WALL SHALL
BE SUCH THAT THE EXTERIOR WALL AND OPENING PROTECTION MEET THE REQUIREMENTS SET FORTH IN SECTIONS 705.5 AND 705.8. SUCH PROTECTION IS NOT REQUIRED FOR EXTERIOR WALLS TERMINATING AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO OR GREATER THAN 180 DEGREES. 706.5.2 HORIZONTAL PROJECTING ELEMENTS. FIRE WALLS SHALL
EXTEND TO THE OUTER EDGE OF HORIZONTAL PROJECTING ELEMENTS SUCH AS BALCONIES, ROOF OVERHANGS, CANOPIES, MARQUEES AND SIMILAR PROJECTIONS THAT ARE WITHIN 4 FEET OF THE FIRE WALL.
EXCEPTIONS:
1. HORIZONTAL PROJECTING ELEMENTS WITHOUT CONCEALED SPACES, PROVIDED THAT THE EXTERIOR WALL BEHIND AND BELOW THE PROJECTING ELEMENT HAS NOT LESS THAN 1-HOUR
FIRE-RESISTANCE-RATE CONSTRUCTION FOR A DISTANCE NOT LESS THAN THE DEPTH OF THE PROJECTING ELEMENT ON BOTH SIDES OF THE FIRE WALL. OPENINGS WITHIN SUCH EXTERIOR WALLS
SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
2. NONCOMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS WITH
CONCEALED SPACES, PROVIDED THAT A MINIMUM 1-HOUR FIRERESISTANCE- RATED WALL EXTENDS
THROUGH THE CONCEALED THE PROJECTING ELEMENT SHALL BE SEPARATED FROM THE BUILDING BY NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION FOR A DISTANCE ON EACH SIDE OF
THE FIRE WALL
EQUAL TO THE DEPTH OF THE PROJECTING ELEMENT. THE WALL IS NOT REQUIRED TO EXTEND UNDER THE PROJECTING ELEMENT WHERE THE BUILDING EXTERIOR WALL IS NOT LESS THAN 1-HOUR
FIRE-RESISTANCE RATED FOR A DISTANCE ON EACH SIDE OF THE FIRE WALL EQUAL TO THE DEPTH OF THE PROJECTING ELEMENT.
OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
3. FOR COMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS WITH CONCEALED SPACES, THE FIRE WALL
NEED ONLY EXTEND THROUGH THE CONCEALED SPACE TO THE OUTER EDGES OF THE PROJECTING ELEMENTS. THE EXTERIOR WALL BEHIND AND BELOW THE PROJECTING ELEMENT SHALL BE OF NOT LESS THAN 1-HOUR FIRE-RESISTANCE RATED CONSTRUCTION FOR A DISTANCE NOT LESS THAN THE DEPTH OF THE PROJECTING ELEMENTS ON BOTH SIDES OF THE FIRE WALL. OPENINGS WITHIN SUCH EXTERIOR
WALLS SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
706.6 VERTICAL CONTINUITY. FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT AT LEAST 30" ABOVE BOTH ADJACENT ROOFS.
EXCEPTIONS:
1. STEPPED BUILDINGS IN ACCORDANCE WITH SECTION 706.6.1.
2. TWO-HOUR FIRE-RESISTANCE-RATED WALLS SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB, PROVIDED THAT:
2.1. THE LOWER ROOF ASSEMBLY WITHIN 4 FEET OF THE WALL HAS NOT LESS THAN A 1-HOUR FIRE
RESISTANCE RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING ELEMENTS FOR THE RATED ROOF ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR.
2.2. OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 4 FEET OF THE FIRE WALL.
2.3. EACH BUILDING SHALL BE PROVIDED WITH NOT LESS THAN A CLASS B ROOF COVERING.
3. WALLS SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF NONCOMBUSTIBLE ROOF
SHEATHING, DECK OR SLABS WHERE BOTH BUILDINGS ARE PROVIDED WITH NOT LESS THAN A CLASS B ROOF COVERING. OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 4 FEET OF THE FIRE WALL.
4. IN BUILDINGS OF TYPE III, IV AND V CONSTRUCTION, WALLS SHALL BE PERMITTED TO TERMINATE
AT THE UNDERSIDE OF COMBUSTIBLE ROOF SHEATHING OR DECKS, PROVIDED THAT ALL OF THE FOLLOWING REQUIREMENTS ARE MET.
4.1 ROOF OPENINGS ARENOT LESS THAN 4 FEET FROM THE FIRE WALL,
4.2 THE ROOF IS COVERED WITH A MINIMUM CLASS B ROOF COVERING.
4.3 THE ROOF SHEATHING OR DECK IS CONSTRUCTED OF FIRERETARDANT- TREATED WOOD FOR A DISTANCE OF 4 FEET ON BOTH SIDES OF THE WALL OR THE ROOF IS PROTECTED WITH 5/8" TYPE X
GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE OF THE ROOF SHEATHING OR DECK, SUPPORTED BY NOT LESS THAN 2-INCH NOMINAL LEDGERS ATTACHED TO THE SIDES OF THE ROOF FRAMING MEMBERS FOR A DISTANCE OF NOT LESS THAN 4 FEET ON BOTH SIDES OF THE FIRE WALL.
5. IN BUILDINGS DESIGNED IN ACCORDANCE WITH SECTION 510.2, FIRE WALLS LOCATED ABOVE THE 3-HOUR HORIZONTAL ASSEMBLY REQUIRED BY SECTION 510.2, ITEM 1 SHALL BE PERMITTED TO EXTEND FROM THE TOP OF THIS HORIZONTAL ASSEMBLY.
BUILDINGS WITH SLOPED ROOFS IN ACCORDANCE WITH SECTION 706.6.2. 706.6.1 STEPPED BUILDINGS. WHERE A FIRE WALL SERVES AS AN EXTERIOR WALL FOR A BUILDING AND
SEPARATES BUILDINGS HAVING DIFFERENT ROOF LEVELS, SUCH WALL SHALL TERMINATE AT A POINT NOT LESS THAN 30 INCHES (762 MM) ABOVE THE LOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A HEIGHT OF 15 FEET (4572 MM) ABOVE THE LOWER ROOF IS NOT LESS THAN 1-HOUR
FIRE-RESISTANCERATED CONSTRUCTION FROM BOTH SIDES WITH OPENINGS PROTECTED BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
EXCEPTION: WHERE THE FIRE WALL TERMINATES AT THE UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB OF THE LOWER ROOF, PROVIDED THAT:
1. THE LOWER ROOF ASSEMBLY WITHIN 10 FEET (3048MM) OF THE WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING ELEMENTS FOR THE RATED ROOF ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR.
2. OPENINGS IN THE LOWER ROOF SHALL NOT BE LOCATED WITHIN 10 FEET (3048 MM) OF THE FIRE WALL.
706.8 OPENINGS. EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.5 AND SHALL NOT EXCEED 156 SQUARE FEET (15 m2). THE AGGREGATE WIDTH OF OPENINGS AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF THE WALL.
EXCEPTIONS:
1. OPENINGS ARE NOT PERMITTED IN PARTY WALLS CONSTRUCTED IN ACCORDANCE WITH SECTION 706.1.1.
2. OPENINGS SHALL NOT BE LIMITED TO 156 SQUARE FEET (15 m2) WHERE BOTH BUILDINGS ARE
EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.
706.9 PENETRATIONS. PENETRATIONS OF FIRE WALLS SHALL COMPLY WITH SECTION 714. 706.10 JOINTS. JOINTS MADE IN OR BETWEEN FIRE WALLS SHALL COMPLY WITH SECTION 715. 706.11 DUCTS AND AIR TRANSFER OPENINGS. DUCTS AND AIR TRANSFER OPENINGS SHALL NOT PENETRATE FIRE WALLS.
EXCEPTION: PENETRATIONS BY DUCTS AND AIR TRANSFER OPENINGS OF FIRE WALLS THAT ARE NOT ON
A LOT LINE SHALL BE ALLOWED PROVIDED THE PENETRATIONS COMPLY WITH SECTION THE SIZE AND AGGREGATE WIDTH OF ALL OPENINGS SHALL NOT EXCEED THE LIMITATIONS OF SECTION 706.8.
AESTHETICS
LIGHTING NOTES: ALL EXTERIOR LIGHTING SHALL EMPLOY THE USE OF CUT-OFF FIXTURES TO RESTRICT THE DIRECTION OF THE LIGHT SO AS NOT TO BE DIRECTLY VISIBLE FROM OFF-SITE.
RECREATION COURTS: NO ARTIFICIAL LIGHTING SHALL BE PERMITTED FOR TENNIS AND OTHER RECREATION COURTS.
SWIMMING POOL AND SPAS: ARTIFICIAL LIGHTING OF SWIMMING POOLS AND SPAS SHALL BE PLACED BENEATH THE SURFACE OF THE WATER IN THE POOL OR SPA TO ILLUMINATE THE WATER.
OTHER EXTERIOR LIGHTS USED TO ILLUMINATE THE SURROUNDING AREA USE THE MINIMUM NUMBER AND WATTAGE OF LIGHT WHICH WILL SAFELY ILLUMINATE THE AREA.
HIGH INTENSITY LIGHTING PROHIBITED: HIGH INTENSITY DISCHARGE LIGHTING, SUCH AS MERCURY VAPOR, HIGH- AND LOW-PRESSURE SODIUM, AND METAL HALIDE LIGHTING IS PROHIBITED.
OUTDOOR LIGHTING: OUTDOOR LIGHTING SHOULD USE THE MINIMUM NUMBER AND WATTAGE LIGHTS WHICH WILL SAFELY ILLUMINATE THE AREA. OUTDOOR LIGHT SOURCES SHALL BE SHIELDED SO AS NOT TO BE DIRECTLY VISIBLE FROM OFF-SITE.
BIOLOGICAL RESOURCES
NESTING MIGRATORY BIRDS ARE PROTECTED UNDER THE MIGRATORY BIRD TREATY ACT, AND SECTION 3503 OF THE CALIFORNIA FISH AND GAME CODE. SEVERAL SPECIES OF BATS THAT INHABIT THE BAY AREA ARE LISTED AS A CALIFORNIA SPECIES OF SPECIAL CONCERN (CSSC). TREE REMOVAL HAS THE POTENTIAL TO DISTURB NESTING MIGRATORY BIRDS AND BATS. THUS, ALL APPLICATIONS THAT INCLUDE TREE REMOVAL ARE REQUIRED TO IMPLEMENT THE FOLLOWING MEASURES AS STANDARD CONDITIONS OF PROJECT APPROVAL:
NESTING BIRDS:
1.TO MINIMIZE POTENTIAL IMPACTS ON NESTING BIRDS, THE APPLICANT SHALL AVOID CONSTRUCTION ACTIVITIES (I.E., TREE PRUNING, TREE REMOVAL, TREE PROTECTION WORK, DEMOLITION, GRADING, AND CONSTRUCTION) DURING THE ACTIVE NESTING SEASON (BETWEEN FEBRUARY 1, AND AUGUST 31). IF IT IS NOT POSSIBLE TO SCHEDULE CONSTRUCTION ACTIVITIES BETWEEN SEPTEMBER 1 AND JANUARY 31, THEN
PRE-CONSTRUCTION SURVEYS FOR NESTING BIRDS SHOULD BE CONDUCTED BY A QUALIFIED
BIOLOGIST TO ENSURE THAT NO NESTS WILL BE DISTURBED DURING PROJECT IMPLEMENTATION. THESE SURVEYS SHALL BE CONDUCTED NO MORE THAN 7 DAYS PRIOR TO THE INITIATION OF CONSTRUCTION ACTIVITIES. DURING THIS SURVEY, A QUALIFIED BIOLOGIST WILL INSPECT ALL TREES AND OTHER POTENTIAL NESTING HABITATS (E.G., TREES, SHRUBS, AND STRUCTURES) IN AND IMMEDIATELY ADJACENT TO THE IMPACT AREAS FOR NESTS. IF AN
ACTIVE NEST IS FOUND SUFFICIENTLY CLOSE TO WORK AREAS TO BE DISTURBED BY THESE
ACTIVITIES, THE BIOLOGIST WILL DETERMINE THE EXTENT OF A CONSTRUCTION-FREE BUFFER ZONE TO BE ESTABLISHED AROUND THE NEST (TYPICALLY 300 FT FOR RAPTORS AND 100 FT
FOR OTHER SPECIES, TYPICALLY RECOMMENDED BY THE CALIFORNIA DEPARTMENT OF FISH
AND WILDLIFE), TO ENSURE THAT NO NESTS OF SPECIES PROTECTED BY THE MIGRATORY BIRD
TREATY ACT AND CALIFORNIA FISH AND GAME CODE WILL BE DISTURBED DURING PROJECT IMPLEMENTATION. 2. IF CONSTRUCTION ACTIVITIES WILL NOT BE INITIATED UNTIL AFTER THE START OF THE NESTING SEASON, ALL POTENTIAL NESTING SUBSTRATES (E.G., BUSHES, TREES, GRASSES, AND OTHER
VEGETATION) THAT ARE SCHEDULED TO BE REMOVED BY THE PROJECT SHOULD BE REMOVED PRIOR TO THE START OF THE NESTING SEASON (E.G., PRIOR TO FEBRUARY 1). THIS WILL
REDUCE THE INITIATION OF NESTS IN
THE VEGETATION AND REDUCE POTENTIAL DELAYS OF THE PROJECT DUE TO THE PRESENCE OF ACTIVE NESTS WITHIN THESE SUBSTRATES. BATS:
1.A QUALIFIED BIOLOGIST SHALL VISUALLY INSPECT TREES TO BE REMOVED FOR BAT ROOSTS WITHIN 7 DAYS PRIOR TO THEIR REMOVAL. THE BIOLOGIST WILL LOOK FOR SIGNS OF BATS
INCLUDING SIGHTINGS OF LIVE OR DEAD BATS, BAT CALLS OR SQUEAKING, THE SMELL OF BATS, BAT DROPPINGS, GREASE STAINS, OR URINE STAINS AROUND OPENINGS IN TREES OR STRUCTURES, OR FLIES AROUND SUCH OPENINGS. TREES WITH MULTIPLE HOLLOWS, CREVICES, FORKED BRANCHES, WOODPECKER HOLES OR LOOSE AND FLAKING BARK HAVE THE HIGHEST CHANCE OF OCCUPATION AND SHALL BE INSPECTED THE MOST CAREFULLY. 2. IF SIGNS OF BATS ARE DETECTED, CDFW SHOULD BE CONTACTED ABOUT HOW TO PROCEED.
ECHO-LOCATION SURVEYS MAY BE NEEDED TO VERIFY THE PRESENCE OF BATS, OR AN
EXCLUSION ZONE AROUND THE OCCUPIED TREE MAY BE RECOMMENDED UNTIL BATS LEAVE THE ROOST. DUE TO RESTRICTIONS OF THE CALIFORNIA HEALTH DEPARTMENT, DIRECT CONTACT BY WORKERS WITH ANY BAT IS NOT ALLOWED. THE QUALIFIED BAT BIOLOGIST
SHALL BE CONTACTED IMMEDIATELY IF A BAT ROOST IS DISCOVERED DURING PROJECT CONSTRUCTION.
CULTURAL RESOURCES
HUMAN REMAINS: IF ANY HUMAN REMAINS ARE DISCOVERED OR RECOGNIZED IN ANY
LOCATION ON A PROJECT SITE, THERE SHALL BE NO FURTHER EXCAVATION OR
DISTURBANCE OF THE SITE OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT HUMAN REMAINS UNTIL:
THE SAN MATEO COUNTY CORONER/SHERIFF HAS BEEN INFORMED AND HAS DETERMINED THAT NO INVESTIGATION OF THE CAUSE OF DEATH IS REQUIRED; AND IF THE REMAINS ARE OF NATIVE AMERICAN ORIGIN:
a) THE DESCENDANTS OF THE DECEASED NATIVE AMERICANS HAVE MADE A
RECOMMENDATION TO THE LANDOWNER OR THE PERSON RESPONSIBLE FOR THE
EXCAVATION WORK, FOR MEANS OF TREATING OR DISPOSING OF, WITH APPROPRIATE
DIGNITY, THE HUMAN REMAINS AND ANY ASSOCIATED GRAVE GOODS AS PROVIDED IN PUBLIC RESOURCES CODE SECTION 5097.98; OR
b) THE NATIVE AMERICAN HERITAGE COMMISSION WAS UNABLE TO IDENTIFY A DESCENDANT OR THE DESCENDANT FAILED TO MAKE A RECOMMENDATION WITHIN 24 HOURS AFTER BEING NOTIFIED BY THE COMMISSION. DEFENSIBLE SPACE NOTES CFC Sec. 4291: THIS PROJECT SHALL BE CONSTRUCTED AND MAINTAINED TO:
(1)(A) MAINTAIN DEFENSIBLE SPACE OF 100 FEET FROM EACH SIDE AND FROM THE FRONT AND
REAR OF THE STRUCTURE, BUT NOT BEYOND THE PROPERTY LINE, EXCEPT AS PROVIDED IN SUBPARAGRAPH (B). THE AMOUNT OF FUEL MODIFICATION NECESSARY SHALL CONSIDER THE
FLAMMABILITY OF THE STRUCTURE AS AFFECTED BY BUILDING MATERIAL, BUILDING STANDARDS, LOCATION, AND TYPE OF VEGETATION. FUELS SHALL BE MAINTAINED AND SPACED IN A CONDITION
SO THAT A WILDFIRE BURNING UNDER AVERAGE WEATHER CONDITIONS WOULD BE UNLIKELY TO IGNITE THE STRUCTURE. THIS SUBPARAGRAPH DOES NOT APPLY TO SINGLE SPECIMENS OF TREES
OR OTHER VEGETATION THAT ARE WELL-PRUNED AND MAINTAINED SO AS TO EFFECTIVELY
MANAGE FUELS AND NOT FORM A MEANS OF RAPIDLY TRANSMITTING FIRE FROM OTHER NEARBY VEGETATION OR TO INTERRUPT THE ADVANCE OF EMBERS TOWARD A STRUCTURE. THE INTENSITY OF FUELS MANAGEMENT MAY VARY WITHIN THE 100-FOOT PERIMETER OF THE STRUCTURE, WITH MORE INTENSE FUEL REDUCTIONS BEING UTILIZED BETWEEN 5 AND 30 FEET AROUND THE STRUCTURE, AND AN EMBER-RESISTANT ZONE BEING REQUIRED WITHIN 5 FEET OF STRUCTURE,
BASED ON REGULATIONS PROMULGATED BY THE BOARD, IN CONSULTATION WITH THE
DEPARTMENT, TO CONSIDER THE ELIMINATION OF MATERIALS IN THE EMBER-RESISTANT ZONE THAT WOULD LIKELY BE IGNITED BY EMBERS. CONSISTENT WITH FUELS MANAGEMENT
OBJECTIVES, STEPS SHOULD BE TAKEN TO MINIMIZE EROSION, SOIL DISTURBANCE, AND THE SPREAD OF FLAMMABLE NONNATIVE GRASSES AND WEEDS. FOR PURPOSES OF THIS SUBPARAGRAPH, "FUEL" MEANS ANY COMBUSTIBLE MATERIAL, INCLUDING PETROLEUM-BASED PRODUCTS, CULTIVATED LANDSCAPE PLANTS, GRASSES, WEEDS, AND WILDLAND VEGETATION. (2) REMOVE THAT PORTION OF A TREE THAT EXTENDS WITHIN 10 FEET OF THE OUTLET OF A CHIMNEY OR STOVEPIPE.
(3) MAINTAIN A TREE, SHRUB, OR OTHER PLANT ADJACENT TO OR OVERHANGING A BUILDING FREE OF DEAD OR DYING WOOD.
(4) MAINTAIN THE ROOF OF A STRUCTURE FREE OF LEAVES, NEEDLES, OR OTHER VEGETATIVE MATERIALS.
(5) BUILDING SHALL COMPLY WITH ALL STATE BUILDING STANDARDS, INCLUDING THOSE DESCRIBED IN SUBDIVISION (b) OF SECTION 51189 OF THE GOVERNMENT CODE. UPON COMPLETION
OF THE CONSTRUCTION OR REBUILDING, THE OWNER SHALL OBTAIN FROM THE LOCAL BUILDING
OFFICIAL, A COPY OF THE FINAL INSPECTION REPORT THAT DEMONSTRATES THAT THE DWELLING
OR STRUCTURE WAS CONSTRUCTED IN COMPLIANCE WITH ALL APPLICABLE STATE AND LOCAL BUILDING STANDARDS, INCLUDING THOSE DESCRIBED IN SUBDIVISION (b) OF SECTION 51189 OF
THE GOVERNMENT CODE, AND SHALL PROVIDE A COPY THAT INSURES THE DWELLING OR STRUCTURE.
1. THIS CONSTRUCTION DOCUMENT SET IS INCLUSIVE OF THE DRAWING SHEETS LISTED IN THE SHEET INDEX(A0.0) AND THE PROJECT MANUAL.
2. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS FOR BUILDING AND SITE PRIOR TO PROCEEDING WITH THE WORK.
3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS.
4. ALL DIMENSIONS, WHEN SHOWN IN THE ARCHITECTURAL PLANS, ARE TO FACE OF STUD, MASONRY, OR CONCRETE, OR CENTERLINE OF COMMON WALL UNLESS OTHERWISE NOTED.
5. ALL CHANGES IN FLOOR MATERIAL OCCUR AT THE CENTERLINE OF DOOR OR FRAMED OPENING UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
6. GLASS SUBJECTED TO HUMAN IMPACT SHALL BE OF SAFETY GLAZING MATERIAL ( LAMINATED, UNLESS OTHERWISE WHERE REQUIRED AND SHALL MEET LOCAL, STATE, AND FEDERAL REQUIREMENTS.
7. ANY SURVEY MONUMENTS WITH IN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
8. PRIOR TO BIDDING, THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE SITE AND
BECOME ACQUAINTED WITH ALL CONDITIONS RELATING TO THE CONSTRUCTION AND COMPLETION OF THE PROJECT AND THE EMPLOYMENT OF LABOR THEREON. BIDDERS AND THEIR SUB-CONTRACTORS SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.
9. HAZARDOUS MATERIALS: IN THE EVENT THAT HAZARDOUS MATERIALS ARE ENCOUNTERED IN THE
PREMISES DURING THE EXECUTION OF THE WORK, NOTIFY THE OWNER IMMEDIATELY AND DO NOT PROCEED UNTIL DIRECTED. FOLLOW ALL CAL OSHA REQUIREMENTS.
10. NOTES ARE AN AID TO THE CONTRACTOR IN UNDERSTANDING THE WORK AND SHOULD NOT BE CONSTRUCTED AS BEING COMPLETE IN EVERY DETAIL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
BECOME THOROUGHLY FAMILIAR WITH THE WORK, AND REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS TO THE ARCHITECT.
11. THE DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS OF CONSTRUCTION. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. WORK NOT PARTICULARLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED.
12. DO NOT SUBSTITUTE, REVISE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
13. INSTALL ALL WORK PLUMB, LEVEL SQUARE,TRUE, AND IN PROPER ALIGNMENT.
14. COORDINATE ALL WORK AS REQUIRED BY THE CONTRACT DOCUMENTS WITH THE OWNER, INCLUDING TEMPORARY STORAGE, LOADING, KEYING SYSTEMS, ETC., AND PROVIDE NECESSARY BARRICADES, SIGNS, BARRIERS, AND PROTECTION.
15. CONTRACTOR SHALL PAY SPECIFIC ATTENTION TO THE DIMENSIONS OR IMPLIED PLAN AND SECTIONAL SPATIAL RELATIONSHIPS, AND VERIFY ALL AXES AND IMPLIED SYMMETRIES BEFORE BEGINNING WORK.
16. PROVIDE AND COORDINATE LOCATION AND TYPE OF BLOCKING/ BACKING IN PARTITIONS BEHIND ALL WALL MOUNTED ITEMS. REVIEW ALL BLOCKING W/ ARCHITECT IN FIELD PRIOR TO COVERING W/ OTHER MATERIAL.
17. DETAILED AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.
BMR BMR
BMR
WOODRATS
A QUALIFIED BIOLOGIST SHALL VISUAL INSPECT THE SITE 30 DAYS PRIOR TO COMMENCEMENT
TO IDENTIFY ANY SAN FRANCISCO DUSKY-FOOTED WOODRATS (SFDW) HOUSES AND DETERMINE WHETHER THE NESTS ARE ACTIVE OR INACTIVE. IF AN ACTIVE SFDW HOUSE IS FOUND OUTSIDE
OF THE GRADING FOOTPRINT, THE ACTIVE HOUSE SITE WILL BE DESIGNATED AS "ECOLOGICALLY SENSITIVE AREAS" (ESA) AND PROTECTED DURING PROJECT CONSTRUCTION WITH ESTABLISHMENT OF FLAGGING OR A FENCE BARRIER SURROUNDING THE NEST SITE.
IF SFDW HOUSES ARE FOUND WITHIN THE GRADING FOORPRINT AND IMPACTS CANNOT BE AVOIDED, A BIOLOGIST WILL PREPARE AN SFDW HOUSE RELOCATION PLAN. THE PLAN WILL
IDENTIFY THE LOCATION OF THE ACTIVE HOUSES, THE NEED FOR RELOCATION, THE NEW LOCATION, AND THE METHODS FOR RELOCATION. THE METHODS MAY INCLUDE CREATING A
NEW NEST BOX, CAPTURING THE RAT(S) OVER UP TO TWO NIGHTS OF TRAPPING WITH EVENING
SET AND EARLY MORNING CHECK, RELOCATING THE NEST CUP AND LARDER TO THE NEW NEST
BOX, REBUILDING THE STICK HOUSE OVER THE NEST BOX, RELEASING THE RAT(S) INTO IT AND ADDING STICKS TO PREVENT THE RATS FROM BOLTING IMMEDIATELY. THE METHODS WILL BE
DETERMINED BY THE BIOLOGIST ACCORDING TO THE LATEST SCIENTIFIC INFORMATION AVAILABLE.
ITEM 2A ATTACHMENT 9A
593.2'
593.2'
UP DN PENTHOUSE
604.4'
604.4'
UP DN PENTHOUSE
615.6'
615.6'
DN
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
SCALE:
1"=20' NORTH
20' 40' 60'
IDF
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
21'-9"
22'-11 1/4" 18'-0 3/4" 11'-6"
14'-7 3/4"
60'-8 1/4" 30'-6"
3'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4"
8'-7" 42'-3 3/4"
2 1/4"
47'-10"
2 1/4" 2 1/4" 2 1/4"
2'-0"
2 1/4"
213'-10"
213'-5"
FLOOR PLAN E
FLOOR PLAN D
FLOOR PLAN B
FLOOR PLAN F
FLOOR PLAN C
2 1/4"
44" CORRIDOR 52'-6"
LEVEL 3
BUILDING PLAN
DECK DECK
DECK DECK
DECK
DECK
IDF
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
21'-9"
22'-11 1/4" 18'-6 3/4" 11'-0"
14'-7 3/4"
60'-8 1/4" 23'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4" 4'-6" 22'-9" 8'-7" 42'-3 3/4"
2 1/4"
47'-10"
2 1/4" 2 1/4" 2 1/4"
3'-0"
2 1/4" 2 1/4"
214'-4"
213'-5" 54'-2"
FLOOR PLAN E
FLOOR PLAN D
FLOOR PLAN B
FLOOR PLAN A
FLOOR PLAN F
FLOOR PLAN C
2 1/4"
44" CORRIDOR 52'-6"
LEVEL 4
BUILDING PLAN
DECK DECK DECK
DECK DECK DECK
MUSIC ROOM
BATH
DECK
16'-1"
2'-0"
BUILDING PLAN
UP
UP
EQUIPMENT ROOF
BUILDING PLAN
LEVEL 5 / ROOF TERRACE
JULIET BALCONY
30'-6 1/16"
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
21'-9"
14'-3 7/8" 15'-5" 29'-8 1/8" 33'-2 11/16" 33'-0 1/8" 4'-6" 8'-7" 14'-10 5/8"
207'-4 7/8"
207'-4 7/8" 52'-6"
DINING
14'-9 5/8" 29'-11" 9'-7" 1'-8"
89'-10 15/16"
FAN DUCTS TO GARAGE 1'-8" 48" HT. GLASS RAIL
48" HT. GLASS RAIL
DN
DOG RUN
12'6"X18'4"
PUTTING GREEN
12" HT.WALL
POWDER
ROOM
POWDER
ROOM
118'-5" 22'-0" 24'-1 3/4" 33'-6"
48"HT.PARAPET WALL 48" HT. PARAPET WALL
A.C UNITS, TYP.
123'-10 1/2" 40'-3"
133'-2 1/4"
36" HT.PARAPETWALL 36" HT.PARAPETWALL
36" HT.PARAPETWALL 36" HT.PARAPETWALL
3'-8"
SITTING
ROOM
LEASING OFFICE
ROOF TERRACE BELOW 48'-10"
FLOOR PLAN A
DECK
FLOOR PLAN G
DECK
FLOOR PLAN GR
DECK
42'-3 1/2"
22'-11 1/4" 42'-6"
8'-5"
KITCHEN
DECK BELOW
DECK REF BELOW
ROOM
PANTRY
FIRE PIT MOVABLE
FURNITURE
CANOPY WITH APPROVED COVERING HAVING A
FLAME SPREAD INDEX OF NOT GREATER THAN 25
A1.2
BUILDING FLOOR PLANS & ROOF PLAN
ELEVATOR
#2
EXIT
STAIR #2
VENT
SHAFT 1'-8"
29'-8" 2 1/4" 4'-6" 9'-7" 23'-8" 28'-7 3/4" 52'-6" 2 1/4" 1'-8" 11"
DECK
11"
9'-7" 1'-8" 4'-0"
15'-9" 6'-2"
20'-9" 13'-4" 11'-8"
5'-0" 18'-10"
POWDER
ROOM
TRASH
STORAGE
STORAGE
CAFETERIA
MULTI PURPOSE ROOM
DECK
4'-4" 3'-2" 33'-6" 4'-4" 11'-6"4'-4"
4'-4" 11'-6"
KITCHEN STORAGE PREP RM STORAGE
ROOF GARDEN
BAR
VENT STACK, TYP. 6"
VENT STACK, TYP.
14'-7 3/4"
10" 10"
8'-5" 6'-0" 1'-8" 1'-8" 1'-8"
JULIET BALCONY
20'-4 1/4" 6'-0" 52'-6"
ART ROOM
CRAFT ROOM
ITEM 2A ATTACHMENT 9A
South
568.5'
570.2'
566.2'
565.7'
landscape
561.5'
558.7'
556.2'
548.9'
8.0% SLOPE
4.8% SLOPE
8.0% SLOPE
541.1'
VENT STACK
EXIT STAIRS
VENT STACKVENT STACK
542.0'
544.0'
546.0'
548.0'
550.0'
552.0'
554.0'
556.0'
558.0'
560.0'
562.0'
564.0' 564.0' EDGE OF
PAVEMENT
540.0'
538.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0'
582.0'
584.0'
569.5' B.O. PODIUM
570.8' T.O. PODIUM
586.0'
588.0'
590.0'
592.0'
596.0'
598.0'
600.0'
602.0'
604.0'
606.0'
608.0'
610.0'
612.0'
614.0'
616.0'
618.0'
594.0'
592.0' B.O. JOISTS
593.2' T.O. SHEATHING
580.8' B.O. JOISTS
582.0' T.O. SHEATHING
603.2' B.O. JOISTS
604.4' T.O. SHEATHING
614.4' B.O. JOISTS
615.6' T.O. SHEATHING
558.3' B.O. PODIUM
559.6' T.O. PODIUM
547.1' B.O. JOISTS
548.3' T.O. SHEATHING
536.0'
534.0'
532.0'
530.0'
528.0'
526.0'
524.0'
522.0'
520.0'
518.0'
516.0'
514.0'
535.9' B.O. JOISTS
537.1' T.O. SHEATHING
524.7' B.O. SLAB
525.9' T.O. SLAB
515.1' B.O. SLAB
516.3' T.O. SLAB
629.8' T.O. PARAPET
625.6' B.O. JOISTS
626.8' T.O. SHEATHING
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
EXIT STAIRS
VENT STACKVENT STACK
542.0'
544.0'
546.0'
548.0'
550.0'
552.0'
554.0'
556.0'
558.0'
560.0'
562.0'
564.0' 564.0' EDGE OF
PAVEMENT
540.0'
538.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0'
582.0'
584.0'
569.5' B.O. PODIUM
570.8' T.O. PODIUM
586.0'
588.0'
590.0'
592.0'
596.0'
598.0'
600.0'
602.0'
604.0'
606.0'
608.0'
610.0'
612.0'
614.0'
616.0'
618.0'
594.0'
592.0' B.O. JOISTS
593.2' T.O. SHEATHING
580.8' B.O. JOISTS
582.0' T.O. SHEATHING
603.2' B.O. JOISTS
604.4' T.O. SHEATHING
614.4' B.O. JOISTS
615.6' T.O. SHEATHING
558.3' B.O. PODIUM
559.6' T.O. PODIUM
547.1' B.O. JOISTS
548.3' T.O. SHEATHING
536.0'
534.0'
532.0'
530.0'
528.0'
526.0'
524.0'
522.0'
520.0'
518.0'
516.0'
514.0'
535.9' B.O. JOISTS
537.1' T.O. SHEATHING
524.7' B.O. SLAB
525.9' T.O. SLAB
629.8' T.O. PARAPET
625.6' B.O. JOISTS
626.8' T.O. SHEATHING
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
554.8' GRADE PLANE
515.1' B.O. SLAB
516.3' T.O. SLAB
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
5'0' 10' 20' SCALE:
1"=10' 80'-1" TOTAL BUILDING HEIGHT TO FINISH GRADE59'-7" TOTAL HEIGHT TO FINISH GRADE
SOUTH ELEVATION
1 COLOR SAMPLES
SW 7666
FLEUR DE SEL
C
F
SW 7020
BLACK FOX
A
SW 6198
SENSIBLE HUE
D
CEMENTITIOUS HORIZONTAL SIDING
ARTISAN V-RUSTIC
G
HTYP
General Notes
FINISH GRADE SHALL SLOPE AWAY FROM
FOUNDATIONS AT A 5% MIN. SLOPE FOR A MIN. OF
10' 0" AT SOIL AND A MIN. OF 3' 0" AT CONCRETE.
FINISH GRADE SHOWN AT BUILDING FOR ELEVATIONS
1. 2.
SW 6431
LEAPFROG
C
F TYP
H TYP
J
A1
TYP
TYP A1
G
TYP
L
TYP
L
TYP
F TYP
C
H
C
TYP
J
TYP
GTYP
C
H
J
TYP
G
F
TYP
TYP. 2
APPROXIMATE SQUARE FOOTAGE:
THIS IS ONE BUILDING OF APPROXIMATELY 73,944 SQ.FT. 100% OF THE BUILDING IS RESIDENTIAL AND RESIDENTIAL ACCESSORY USES.
ACCESSORY USE BREAKDOWN:
2,370 sq.ft.
9,305 sq.ft.
7,590 sq.ft.
1,131 sq.ft.
NATURAL GRADE
FINISH GRADE 83'-5" 73'-5"
5'0' 10' 20' SCALE:
1"=10'
EAST ELEVATION 2 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-4" 11'-2 3/8" 11'-2 3/8" LEVEL 1
+ 0'-0"
- 11'-4"
LOWER PODIUM
- 22'-6"
LEVEL 2
+ 11'-2"
LEVEL 3
+ 22'-4"
LEVEL 4
+ 33'-7"
LEVEL 5
+ 44'-9"
+ 56'-0"
SUB BASEMENT
PODIUM / GARAGE
J
TYP
H
L
C
A1
F
TYP
C
H
F TYP
2 TYP 9'-0" 1
ROOF
+ 67'-3"
11'-2 3/8"
BASEMENT
- 33'-8" 9'-6"
K
K 84'-9" TOTAL BUILDING HEIGHT TO FINISH GRADE
R-2 (RESIDENTIAL)
A-3
B
S-2
ACCESSORY
R-2.1 (ASSISTED LIVING) 2,687 sq.ft.
50,861 sq.ft.
G
C
C C
F
TYP
C
C
F
TYP
C C C
F
TYP
Materials & Colors
NOTE: SEE COLOR SAMPLES ON THIS SHEET FOR
SAMPLE IMAGES AND COLORS
STONE CLADDING, SILVER TRAVERTINE
STEEL FASCIA , SILLS, & ACCENTS
SW 7020 BLACK FOX A
B
CEMENT PLASTER, STEEL TROWEL SMOOTH FINISH
SW 7666 FLEUR DE SEL C
STEEL ACCENT
SW 6431 LEAPFROG
F
CEMENTITIOUS HORIZONTAL SIDING
ARTISAN V-RUSTIC, OVER RAINSCREEN G
42" TALL 12MM CLEAR TEMP GLASS
GUARDRAIL. H
WINDOWS: DOUBLE PANE BLACK ALUMINUM
FRAMED
J
DOORS: STEEL DOOR
SW 7020 BLACK FOX K
CEMENT PLASTER, STEEL TROWEL SMOOTH FINISH
SW 7020 BLACK FOX A1
FABRIC AWNING OVER ALUMINUM FRAME, COLOR
TO MATCH
L A
METAL GARAGE DOOR
SW 6198 SENSIBLE HUE D
C A1
TYP
FINISH GRADE 80'-1" 7'-6" 1
TYP
H
NOTE: CBC BUILDING HEIGHTS MEASURED TO TOP OF ROOF MEMBRANE A2.1
ELEVATIONS 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-4" 11'-2 3/8" 11'-2 3/8" LEVEL 1
+ 0'-0"
- 11'-4"
LOWER PODIUM
- 22'-6"
LEVEL 2
+ 11'-2"
LEVEL 3
+ 22'-4"
LEVEL 4
+ 33'-7"
LEVEL 5
+ 44'-9"
+ 56'-0"
- 33'-8"
ROOF
+ 67'-3"
11'-2 3/8"
BASEMENT
CANOPY WITH APPROVED COVERING
HAVING A FLAME SPREAD INDEX OF NOT
GREATER THAN 25 9'-6"
- 43'-2"
SUB BASEMENT 4'-0"
TYP
G
TYP
TYP
F
TYP
- 43'-2"
G
5 TYP
4 FIRE RESISTANCE RATING FOR EXTERIOR WALLS SHALL
COMPLY WITH CBC TABLE 705.5
3. MAXIMUM AREA OF EXTERIOR WALL OPENINGS SHALL
COMPLY WITH CBC TABLE 705.8
4. 2 TYP
2 TYP
2 TYP
EXTERIOR LIGHT FIXTURE TOTAL - 97
SURFACE MOUNTED LIGHT FIXTURE - 95, SEE SHEET 3/A4.1
RECESSED SOFFIT LIGHT FIXTURE - 02, SEE SHEET 4/A4.1
ELEVATORS AND STAIRWELLS ARE EXEMPT FROM
HEIGHT REQUIREMENTS PER CBC 504.3.
ALL LIGHT SOURCES AT EXTERIOR SHALL BE FULL
CUT-OFF DARK SKY COMPLIANT. FOR SURFACE
MOUNTED LIGHT FIXTURE, SEE SHEET 3/A4.1. FOR
RECESSED SOFFIT LIGHT FIXTURE, SEE SHEET 4/A4.1
Work Notes
1 2
3 EXIT DISCHARGE PATH, 48" CLEAR WIDTH
4 ROOF MEMBRANE
5 HAND RAIL, TYP. 74'-6" LOWEST BLD'G ACCESS TO ROOF DECK A
10"
1 HOUR GLASS
3/4 HOUR
GLASS
3/4 HOUR
GLASS
SUPPLEMENTAL FIRE PROTECTION
MEASURE #3
STANDPIPE OUTLETS ADDED AT
NORTH & SOUTH EXTERIOR WALLS 10' MIN. TYP.
SUPPLEMENTAL FIRE PROTECTION MEASURE #4
INCREASE FIRE RATING OF TYPE 1-A EXTERIOR
NON-BEARING WALL FROM 1 HOUR (REQ'D) TO 2
HOURS, ALONG SOUTHERN WALL ADJACENT TO
FIREFIGHTER ACCESS PATH.
SUPPLEMENTAL FIRE PROTECTION MEASURE #5
REMOVAL OF GLASS BELOW 10' FROM
FIREFIGHTER'S INGRESS PATH AND INCREASE FIRE
RESISTANCE OF REMAINING GLASS, SEE
ELEVATIONS A2.1
NOTE: SEE FIRE ACCESS PLAN A5.0 FOR
MORE INFORMATION ON
SUPPLEMENTAL FIRE PROTECTION
MEASURES
TYP 77'-10" TOTAL BUILDING HEIGHT TO FINISH GRADE
2 TYP
10"
CANOPY WITH APPROVED COVERING
HAVING A FLAME SPREAD INDEX OF NOT
GREATER THAN 25
10" 10"
PODIUM/GARAGE
MEZZANINE
MEZZANINE
2'-6" PARAPET, TYP.
ITEM 2A ATTACHMENT 9A
556.0'
558.0'
560.0'
562.0'
564.0' 564.0' EDGE OF
PAVEMENT
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0'
582.0'
584.0'
569.5' B.O. PODIUM
570.8' T.O. PODIUM
586.0'
588.0'
590.0'
592.0'
596.0'
598.0'
600.0'
602.0'
604.0'
606.0'
608.0'
610.0'
612.0'
614.0'
616.0'
618.0'
594.0'
592.0' B.O. JOISTS
593.2' T.O. SHEATHING
580.8' B.O. JOISTS
582.0' T.O. SHEATHING
603.2' B.O. JOISTS
604.4' T.O. SHEATHING
614.4' B.O. JOISTS
615.6' T.O. SHEATHING
558.3' B.O. PODIUM
559.6' T.O. PODIUM
PLANTERS
DRIVEWAY
570.8'
563.7' 561.5'
629.8' T.O. PARAPET
625.6' B.O. JOISTS
626.8' T.O. SHEATHING
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
OPEN
TO BEYOND
542.0'
544.0'
546.0'
548.0'
550.0'
552.0'
554.0'
556.0'
558.0'
560.0'
562.0'
564.0' 564.0' EDGE OF
PAVEMENT
540.0'
538.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0'
582.0'
584.0'
569.5' B.O. PODIUM
570.8' T.O. PODIUM
586.0'
588.0'
590.0'
592.0'
596.0'
598.0'
600.0'
602.0'
604.0'
606.0'
608.0'
610.0'
612.0'
614.0'
616.0'
618.0'
594.0'
592.0' B.O. JOISTS
593.2' T.O. SHEATHING
580.8' B.O. JOISTS
582.0' T.O. SHEATHING
603.2' B.O. JOISTS
604.4' T.O. SHEATHING
614.4' B.O. JOISTS
615.6' T.O. SHEATHING
558.3' B.O. PODIUM
559.6' T.O. PODIUM
547.1' B.O. JOISTS
548.3' T.O. SHEATHING
536.0'
534.0'
532.0'
530.0'
528.0'
526.0'
524.0'
522.0'
520.0'
518.0'
516.0'
514.0'
535.9' B.O. JOISTS
537.1' T.O. SHEATHING
524.7' B.O. SLAB
525.9' T.O. SLAB
562.5'
561.4'
629.8' T.O. PARAPET
625.6' B.O. JOISTS
626.8' T.O. SHEATHING
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
7.5% SLOPE
6.0% SLOPE
8.0% SLOPE
7.3% SLOPE
541.1'
548.7'
552.4'
557.8'
515.1' B.O. SLAB
516.3' T.O. SLAB
529.3'
EXIT STAIRS
OPEN
TO BEYOND
VENT STACK
VENT STACK
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8 84'-9" TOTAL HEIGHT TO FINISH GRADE75'-0" 65'-3" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-4" 11'-2 3/8" 11'-2 3/8"
FINISH LEVEL
5'0' 10' 20' SCALE:
1"=10'
NORTH ELEVATION
3 SCALE: 5'0' 10' 20'
1"=10'
WEST ELEVATION
4 COLOR SAMPLES
SW 7666
FLEUR DE SEL
C
SW 6431
LEAPFROG
F
SW 7020
BLACK FOX
A
SW 6198
SENSIBLE HUE
D
CEMENTITIOUS HORIZONTAL SIDING
ARTISAN V-RUSTIC
G
F
C
A
H
C
F TYP
L
TYP
H
TYP
G
LEVEL 1
+ 0'-0"
- 11'-4"
BASEMENT
- 22'-6"
LEVEL 2
+ 11'-2"
LEVEL 3
+ 22'-4"
LEVEL 4
+ 33'-7"
LEVEL 5
+ 44'-9"
+ 56'-0"
- 33'-8"
PODIUM / GARAGE
G TYP
J
TYP
A1
TYP
A1
TYP
TYP
F
TYP
F
TYP 7'-6"
1 2 TYP
2 TYP
2 TYP
TYP 2 9'-0"
1 ROOF
+ 67'-3"
11'-2 3/8"
NATURAL GRADE 66'-2" TOTAL BUILDING HEIGHT TO FINISH GRADE 66'-7" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" LEVEL 1
+ 0'-0"
LEVEL 2
+ 11'-2"
LEVEL 3
+ 22'-4"
LEVEL 4
+ 33'-7"
LEVEL 5
+ 44'-9"
ROOF
+ 56'-0"
NATURAL & FINISH GRADE
B
G
L
TYP
A
C
C
D
H
TYP
J
TYP
2 TYP
+ 67'-3"
11'-2 3/8" 4'-0"
LOWER PODIUM 9'-6"
SUB BASEMENT 76'-8" 68'-0"
APPROXIMATE SQUARE FOOTAGE:
THIS IS ONE BUILDING OF APPROXIMATELY 73,944 SQ.FT. 100% OF THE BUILDING IS RESIDENTIAL AND RESIDENTIAL ACCESSORY USES.
ACCESSORY USE BREAKDOWN:
TYP K
K
TYP
Materials & Colors
NOTE: SEE COLOR SAMPLES ON THIS SHEET FOR
SAMPLE IMAGES AND COLORS
STONE CLADDING, SILVER TRAVERTINE
STEEL FASCIA , SILLS, & ACCENTS
SW 7020 BLACK FOX A
B
CEMENT PLASTER, STEEL TROWEL SMOOTH FINISH
SW 7666 FLEUR DE SEL C
STEEL ACCENT
SW 6431 LEAPFROG F
CEMENTITIOUS HORIZONTAL SIDING
ARTISAN V-RUSTIC, OVER RAINSCREEN G
42" TALL 12MM CLEAR TEMP GLASS
GUARDRAIL. H
WINDOWS: DOUBLE PANE BLACK ALUMINUM
FRAMED J
DOORS: STEEL DOOR
SW 7020 BLACK FOX K
CEMENT PLASTER, STEEL TROWEL SMOOTH FINISH
SW 7020 BLACK FOX A1
FABRIC AWNING OVER ALUMINUM FRAME, COLOR
TO MATCH L A
B
TYP F
METAL GARAGE DOOR
SW 6198 SENSIBLE HUE D
C
C
C
B
B
C
TYP F
B
B
B
C
F
H
CANOPY WITH APPROVED COVERING HAVING A
FLAME SPREAD INDEX OF NOT GREATER THAN 25
80'-3 1/2"
NOTE: CBC BUILDING HEIGHTS MEASURED TO TOP OF ROOF MEMBRANE A2.2
ELEVATIONS 74'-6" LOWEST BUILDING ACCESS TO ROOF DECK
4'-0"
3 4
TYP
G L TYP
L
J
TYP 5
General Notes
FINISH GRADE SHALL SLOPE AWAY FROM
FOUNDATIONS AT A 5% MIN. SLOPE FOR A MIN. OF
10' 0" AT SOIL AND A MIN. OF 3' 0" AT CONCRETE.
FINISH GRADE SHOWN AT BUILDING FOR ELEVATIONS
1. 2.
FIRE RESISTANCE RATING FOR EXTERIOR WALLS SHALL
COMPLY WITH CBC TABLE 705.5
3. MAXIMUM AREA OF EXTERIOR WALL OPENINGS SHALL
COMPLY WITH CBC TABLE 705.8
4. 2 TYP
EXTERIOR LIGHT FIXTURE TOTAL - 97
SURFACE MOUNTED LIGHT FIXTURE - 95, SEE SHEET 3/A4.1
RECESSED SOFFIT LIGHT FIXTURE - 02, SEE SHEET 4/A4.1
ELEVATORS AND STAIRWELLS ARE EXEMPT FROM
HEIGHT REQUIREMENTS PER CBC 504.3.
ALL LIGHT SOURCES AT EXTERIOR SHALL BE FULL
CUT-OFF DARK SKY COMPLIANT. FOR SURFACE
MOUNTED LIGHT FIXTURE, SEE SHEET 3/A4.1. FOR
RECESSED SOFFIT LIGHT FIXTURE, SEE SHEET 4/A4.1
Work Notes
1 2
3 EXIT DISCHARGE PATH, 48" CLEAR WIDTH
4 ROOF MEMBRANE
5 HAND RAIL, TYP.
SUPPLEMENTAL FIRE PROTECTION
MEASURE #3
STANDPIPE OUTLETS ADDED AT
NORTH & SOUTH EXTERIOR WALLS
3/4 HOUR
GLASS
3/4 HOUR
GLASS 10' MIN. TYP.
3/4 HOUR
GLASS
NOTE: SEE FIRE ACCESS PLAN A5.0 FOR
MORE INFORMATION ON
SUPPLEMENTAL FIRE PROTECTION
MEASURES
2 TYP
84'-3 1/2"
R-2 (RESIDENTIAL)
A-3
B
S-2
50,861 sq.ft.
2,370 sq.ft.
9,305 sq.ft.
7,590 sq.ft.
ACCESSORY 1,131 sq.ft.
R-2.1 (ASSISTED LIVING) 2,687 sq.ft.
10"
10"
10"
MEZZANINE
MEZZANINE
- 43'-2"
ITEM 2A ATTACHMENT 9A
Section
542.0'
544.0'
546.0'
548.0'
550.0'
552.0'
554.0'
556.0'
558.0'
560.0'
562.0'
564.0' 564.0' EDGE OF
PAVEMENT
540.0'
538.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0'
582.0'
584.0'
569.5' B.O. PODIUM
570.8' T.O. PODIUM
586.0'
588.0'
590.0'
592.0'
596.0'
598.0'
600.0'
602.0'
604.0'
606.0'
608.0'
610.0'
612.0'
614.0'
616.0'
618.0'
594.0'
592.0' B.O. JOISTS
593.2' T.O. SHEATHING
580.8' B.O. JOISTS
582.0' T.O. SHEATHING
603.2' B.O. JOISTS
604.4' T.O. SHEATHING
614.4' B.O. JOISTS
615.6' T.O. SHEATHING
558.3' B.O. PODIUM
559.6' T.O. PODIUM
547.1' B.O. JOISTS
548.3' T.O. SHEATHING
536.0'
534.0'
532.0'
530.0'
528.0'
526.0'
524.0'
522.0'
520.0'
518.0'
516.0'
514.0'
535.9' B.O. JOISTS
537.1' T.O. SLAB
524.7' B.O. JOISTS
525.9' T.O. SLAB
FINISH GRADE
NATURAL GRADE
NATURAL GRADE
629.8' T.O. PARAPET
625.6' B.O. JOISTS
626.8' T.O. SHEATHING
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
515.1' B.O. SLAB
516.3' T.O. SLAB
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
LOOKING NORTH
10'-5 5/8"
8'-3 1/2" 70'-8"
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 1
LOWER PODIUM
SUB BASEMENT
PL
EP
5%
20%
2%
5.1%
564.0'
563.0'
555.85' 555.0'
548.3'
PODIUM
11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 8'-0"
TRASH ROOM
5% BEYOND
TRASH PATH BEYOND 577.5' F.S.
ELEVATOR & STAIR IN
FOREGROUND 66"66"
CAR STACKER
WELL, TYP.
GARAGE
EQUIPMENT ROOF
SCALE: 5'0' 10' 20'
1"=10'
SECTION A-A
1 548.2'
548.0'
550.0' 8%
6%
LEVEL 5/ ROOF TERRACE
BASEMENT
11'-2 3/8" 15'-2" 5'-0" 7'-2" 8'-2"
524.5'
525.9'
515.1'
516.3'
RETAINING WALL W/
BACKDRAIN
RETAINING WALL W/
BACKDRAIN
4 C4
4 C4
4 C4
4 C4
FINISH GRADE AT CAR
STACKER BEYOND
FINISH GRADE
FINISH GRADE
AT DRIVEWAY
RAISED SLAB OVER
VOID AT DRIVEWAY
TOP OF STEM WALL
541.0'
TOP OF RETAINING WALL RETAINING WALL STEM WALL
525.9'
VENT SHAFT 7'-7" 6'-2"
LEVEL 5 2'-1" TYP. 8'-6"
A3.1
SECTIONS 84'-10"
STEEL POST
CANOPY WITH APPROVED COVERING HAVING A
FLAME SPREAD INDEX OF NOT GREATER THAN 25
ELEVATOR STAIR #2
FINISH GRADE
MEZZANINE
ITEM 2A ATTACHMENT 9A
4'-0" 8'-0" 6'-0" 2'-0"
4 x 4 PT POST 1 x 6 REDWOOD SMOOTH
BOARDS W/ 1
2" GAP IN BETWEEN
12" DIA. X 18" DEEP CONC. FOOTING
SET AT EACH POST
2 x 12 PT BOTTOM RAIL
2 x 4 PT STIFFNER
2" CRUSHED ROCK
3" GALVI. DECK SCREWS
4 x 4 PT POST
2 x 4 PT STIFFNER BLIND
FASTENED W/ 2" EXT. GRADE DECK SCREWS
1 x 6 REDWOOD SMOOTH
BOARDS W/ 1
2" GAP IN BETWEEN
4'-0"
PLAN
ELEVATION
4'-0" 4'-0" 8'-0" SECTION
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
DETAILS
SURFACE MOUNTED LIGHT FIXTURE
NTS 3 ROOF EVE & EXTERIOR FINISH DETAIL
WILDFIRE URBAN INTERFACE ZONE
SCALE: NTS
6 RECESSED SOFFIT LIGHT FIXTURE, TYP
NTS 4
FENCE DETAIL, TYP
SCALE: 1/4"=1'-0" 2
FASCIA DETAIL
SCALE: 3"-1'-0" 1
FASCIA
3 MM THICK
GALV. STEEL
2 5/8"
7 1/4"
1/4" DENSDECK @ TOP &
INSIDE OF CURB
1/4" DENSDECK OVER 2" MIN.
FOAM INSULATION SLOPED
1/4" PER FOOT
80 MIL TPO ROOFING
MEMBRANE
2 X 8 CONTINUOUS
NAILED / SCREWED TO PLY
ROOF SHEATHING
SEE STRUCTURAL
5/8" DENSDECK
UNDER FASCIA &
UNDER STUCCO @
EAVE
NAIL / SCREW
PLYWOOD TO
RAFTER TAILS
1 1/8" PLYWOOD
UNDER FASCIA
RIPPED TO SIZE
3/4"
ROOF FRAMING
SEE STRUCTURAL
1 5/8" 3/4"
3 1/2"
4"
2" 1" STUCCO @
BOTTOM OF EAVE
R-15 FIBERGLASS
BATT INSULATION
5/8" DENSGLASS FIREGAURD
SHEATHING ESR-3087 EXTEND FROM
THE TOP OF THE FOUNDATION TO
THE ROOF. FOR ENCLOSED EAVES,
TERMINATE AT THE ENCLOSURE.
EXTERIOR
SHEATHING
EXTERIOR
CLADDING
1" CEMENT PLASTER AT EAVES &
ARCHITECTURAL PROJECTIONS
FASCIA, SEE
DETAIL 1/A4.1
ROOF SHEATHING, SEE
STRUCTURAL DRAWINGS
R-30 FIBERGLASS
BATT INSULATION
INSULATION: POLYISO CLOSED CELL
FOAM CORE PANELS, SLOPE TO
DRAIN, 2" MIN TO 6" MAX, AVG
DEPTH 3" R-16.8
BARRIER BOARD: 1/4" DENSDECK
ROOF BOARDS BY GEORGIA PACIFIC
2" CLOSED CELL
INSULATION TYP.
@ EAVES AND
ROOF DECKS
DECKING, WHERE OCCURS
ROOFING MEMBRANE: 80 MIL TPO
SINGLE PLY ROOFING MEMBRANE
BY CARLISLE SYNTEC SYSTEMS
1/4" MAX
12"
ROOF RAFTERS, TYP
1 1/8" PLYWOOD
CONTINUOUS 2 x 8
5 NOT IN USE
NTS
A ST
O A
ET
F C O L IF
I RN A
REGISTEREDPROFESSIONAL ENGINE
R
Y RR N C BE OH J
C IV IL
A4.1
DETAILS
ITEM 2A ATTACHMENT 9A
135.00'
135.68'
S 06°24'40" W
N 00°41'00" E
w
N 00° 41' 00" E
68.00'
S 06° 24' 40" W 59.00' S 89° 19' 00" E 260.52' S 88° 36' 00" W 255.12' N 00° 41' 00" E 62.50'
S 06° 24' 40" W 62.81' S 89° 19' 00" E 280.33' N 89° 19' 00" W 274.06'
25.00' 176.83' 5'
R=20' 185.00' 125.00'
100.00'
5'
25.00'
R.O.W.
70.00' 30.00' 30.00' 155.00'
R=20' Δ=41° L=14'-4"
R=40' Δ=41.95° L=29.29'
266.31' 393.13'
75.00'
N 00° 41' 00" E
45.00'
E E E E E E E E E E E
30" PINE
20" MONKEY PUZZLE
19" PINE
22" PINE
10" d MAGNOLIA
562 564 566 568 570 572 574 576 578 580 Mora Dr.
10758 Mora 10728 Mora Moraquita Court 70'-8 1/8"
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
PL
30'-0"AERIAL ACCESS ROADWAY 28'-0"DISTANCE TO BUILDING
5%
20%
2%
0.0'
-7.65'
11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8"
TRASH ROOM
5% BEYOND
TRASH PATH BEYOND
ELEVATOR
& STAIR IN
FOREGROUND
GARAGE
EQUIP. ROOF 11'-2 3/8"
70°
55.84°
20'-0"(E) ROADWAY
60'-8 11/16"
0.8' 1.0'
67'-9"
LADDER SHOWN AT 80' 9'-0"
CL
Mora Dr.
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/9/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 2/20/2025 Revision 7
FIRE ACCESS PLAN
THIS PROJECT SHALL COMPLY WITH THE FOLLOWING:
CALIFORNIA FIRE CODE (CFC) & BUILDING (CBC) CODE,
2022 EDITION, AS ADOPTED BY THE TOWN OF LOS ALTOS
HILLS MUNICIPLE CODE (LAHMC) AND CALIFORNIA CODE
OF REGULATIONS (CCR)
FIRE DEPARTMENT NOTES
1. SITE PLAN
15'0' 30' 60' SCALE:
1"=30'
SECTION A NORTH
5'0' 10' 20' SCALE:
1"=10'
HYDRANT SPOTTING PLAN
50'0' 100' 200' SCALE:
1"=100'
NORTH
60'-0" 22'-6"
22'-0" 72'-10"
(N) E.P.
(N) E.P.
(N) E.P. 30'-0" 30'-0" 30'-0" 30'-0" 244'-4" 244'-4"
R=28' TYP.
AERIAL ACCESS ROADWAY 26'
MIN. UNOBSTRUCTED WIDTH,
POSITIONED PARALLEL TO ONE
ENTIRE SIDE OF BUILDING.
AERIAL ACCESS ROADWAY 26'
MIN. UNOBSTRUCTED WIDTH,
POSITIONED PARALLEL TO ONE
ENTIRE SIDE OF BUILDING.
NEW DEAD END FIRE APPARATUS
ACCESS TURNAROUND PER
FIGURE D103.1 (APPENDIX D)
"ACCEPTABLE ALTERNATIVE TO
120' HAMMERHEAD"
5%3% 22'-1"
OVERHEAD UTILITY & POWER
LINES TO UNDERGROUNDED
WITHIN THE AERIAL ACCESS
ROADWAY, TYP. AT BOTH LOTS
(E) POLE
TO REMAIN
A
---
AERIAL APPARATUS
POSITIONED PARALLEL
TO ONE ENTIRE SIDE
OF BUILDING.
Mora Dr.
AERIAL ACCESS ROADWAY TO BACK OF
BUILDING, THIS DIMENSION MAY BE
INCREASED TO 300' MAX. PER SEC 503.1.1,
EXCEPTION 1. SEE MEASURE #1 NOTE ABOVE
52'-6" 49'-3"
AERIAL ACCESS ROADWAY TO BACK OF
BUILDING, THIS DIMENSION MAY BE
INCREASED TO 300' MAX. PER SEC 503.1.1,
EXCEPTION 1. SEE MEASURE #1 NOTE ABOVE
SUPPLEMENTAL FIRE PROTECTION MEASURE #1
2002 CFC 503.1.1 EXCEPTION 1.1
BUILDING EQUIPED THROUGHOUT W/ APPROVED
AUTOMATIC SPRINKLER SYSTEM PER CBC SEC.
903.3.1.1
NOTE: CFC 503.1.1 WAS NOT ADOPTED BY THE STATE FIRE
MARSHALL AND THE LAH FIRE CODE WAS NOT PROPERLY
ADOPTED PURSUANT TO THE REQUIREMENTS OF HEALTH
AND SAFETY CODE SECTION 13869.7 AND IS NOT
EFFECTIVE SO THIS ITEM IS SUPPLEMENTAL.
SUPPLEMENTAL FIRE PROTECTION MEASURE #1
2002 CFC 503.1.1 EXCEPTION 1.1
BUILDING EQUIPED THROUGHOUT W/ APPROVED
AUTOMATIC SPRINKLER SYSTEM PER CBC SEC. 903.3.1.1
NOTE: CFC 503.1.1 WAS NOT ADOPTED BY THE STATE FIRE
MARSHALL AND THE LAH FIRE CODE WAS NOT PROPERLY
ADOPTED PURSUANT TO THE REQUIREMENTS OF HEALTH
AND SAFETY CODE SECTION 13869.7 AND IS NOT EFFECTIVE
SO THIS ITEM IS SUPPLEMENTAL.
60'-0"
279'-0"
261'-0"
FDC
L=360'
LEGEND
FIRE HYDRANT
LOCATION
HOSE PULL ROUTE FROM HYDRANT ON
ACCESS ROAD AROUND BUILDING
DISTANCE FROM HYDRANT ON ACCESS L=XXX' ROAD MEASURED AROUND BUILDING L=287'
L=286'
10758 Mora
10728 Mora
(E) FIRE
HYDRANT
(E) FIRE
HYDRANT
(N) FIRE HYDRANT, SEE SITE PLAN FOR
ADDITIONAL DIMENSIONS
L=348'
PROPOSED FIRE
HYDRANT SPACING
PROPOSED FIRE
HYDRANT SPACING
(N) FIRE HYDRANT
PIV
PRIOR TO PERFORMING ANY WORK, THE APPLICANT
SHALL MAKE APPLICATION TO, AND RECIEVE FROM, THE
BUILDING DEPARTMENT ALL APPLICABLE CONSTRUCTION
PERMITS.
2. A STANDPIPE SYSTEM WILL BE INSTALLED AS A DEFERRED
SUBMITTAL.
3. A NEW HYDRANT WILL BE INSTALL AT 10758 MORA DRIVE,
AND NO COMBUSTIBLE CONSTRUCTION CONSTRUCTION
SHALL OCCUR PRIOR TO HYDRANT INSTALLATION.
4. A TWO-WAY COMMUNICATION SYSTEM WILL BE
INSTALLED AS A DEFERRED SUBMITTAL.
5. RADIO COVERAGE WILL BE INSTALLED AS A DEFERRED
SUBMITTAL.
6. 7. A FIRE ALARM WILL BE INSTALLED AS A DEFERRED SUBMITTAL.
AN APPROVED AUTOMATIC SPRINKLER SYSTEM WILL BE
INSTALLED AS A DEFERRED SUBMITTAL.
8. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION
SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF
THE CFC CHAPTER 33 AND SCCFD STANDARD DETAIL S1-7
9. ADDRESS IDENTIFICATION: INSTALL APPROVED ADDRESS
NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE
AND VISIBLE FROM THE STREET. THE NUMBERS SHALL
CONTRAST WITH THEIR BACKGROUND. PROVIDE IN
ADDITIONAL LOCATIONS IF REQUIRED BY FIRE OFFICIAL.
ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR
ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM
OF 4" HIGH WITH MIN. STOKE WIDTH OF 0.5", ADDRESS
NUMBERS SHALL BE MAINTAINED CFC SEC. 505.1
10. WATER SUPPLY REQUIREMENTS: POTABLE WATER SUPPLIES
SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY
FIRE PROTECTION SUPPLIES. COMPLY WITH THE
REQUIREMENTS OF CALIFORNIA WATER SERVICE FOR THE
DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS.
11. LOWEST LEVEL
OF FIRE DEPT.
VEHICULAR
ACCESS
HIGHEST OCCUPIED
FLOOR LEVEL 52'-1"
NOT A HIGH
RISE BUILDING
78'-0" 4'-0" 26'-0" 10'-0"
FIRE DEPT. AERIAL APPARATUS TURNAROUND DRIVING
SURFACE SHALL BE CAPABLE OF SUPPORTING THE
IMPOSED LOAD OF FIRE APPARATUS WEIGHING AT LEAST
75,000 POUNDS.
12. 279'-0"
26'-3" 26'-3" 24'-7 1/2"24'-7 1/2"
FIRE DEPARTMENT APPARATUS ACCESS ROAD (MORA DRIVE)
TO BE MAXIMUM 15% GRADE PER SEC. 503.2.7 OF THE
2022 CFC AS AMENDED BY THE TOWN OF LOS ALTOS HILLS.
13. 3' TRELLIS
PROJECTION
2' BUILDING
PROJECTION
(SHOWN BEYOND
FOR CLARITY)
2' AWNING
PROJECTION
GLASS RAIL
AT DECK
TREES TO BE
REMOVED
TREES TO
REMAIN
2' BLD'G & 3' TRELLIS
PROJECTIONS
TREES TO BE
REMOVED
TREE TO REMAIN
2' BLD'G & 3' TRELLIS
PROJECTIONS
A
---
OVERHEAD UTILITY & POWER
LINES TO UNDERGROUNDED
WITHIN THE AERIAL ACCESS
ROADWAY, TYP. AT BOTH LOTS
PIV
FDC
FDC'S SHALL BE EQUIPPED WITH A MINIMUM OF TWO (2),
TWO-AND-ONE-HALF INCH (2 1/2") NATIONAL STANDARD
THREADED INLET COUPLINGS. ORIENTATION OF THE fdc'S
SHALL BE SUCH THAT HOSE LINES MAY BE READILY AND
CONVENIENTLY ATTACHED TO THE INLETS WITHOUT
INTERFERENCE. FDC'S SHALL BE PAINTED SAFETY YELLOW.
(SCCFD, SP-2 STANDARD)
14. (N) E.P.
(N) E.P.
FIRE DEPT. APPARATUS
ACCESS ROAD
LEVEL 5/ROOF TERRACE
PRIMARY
ROOF
A5.0
FIRE ACCESS PLAN
4' WIDE UNOBSTRUCTED
WALKWAY W/ ALL WEATHER
SURFACE, TYP. THIS SIDE AND
AROUND BACK.
4' WIDE UNOBSTRUCTED
WALKWAY W/ ALL WEATHER
SURFACE, TYP. THIS SIDE AND
AROUND BACK.
4' WIDE UNOBSTRUCTED
WALKWAY W/ ALL WEATHER
SURFACE, TYP. THIS SIDE AND
AROUND BACK. 4' WIDE UNOBSTRUCTED
WALKWAY W/ ALL WEATHER
SURFACE, TYP. THIS SIDE AND
AROUND BACK.
INTERIOR EXIT STAIRWAY WITH
44" WIDE UNOBSTRUCTED EXIT
DISCHARGE TO PUBLIC WAY
INTERIOR EXIT STAIRWAY WITH 44" WIDE
UNOBSTRUCTED EXIT DISCHARGE TO PUBLIC
WAY. OCCUPANTS EGRESS THROUGH LOBBY
PER CBC SEC 1028.2, EXCEPTION 1.
INTERIOR EXIT STAIRWAY WITH
44" WIDE UNOBSTRUCTED EXIT
DISCHARGE TO PUBLIC WAY
ELV
ELV
INTERIOR EXIT STAIRWAY WITH 44" WIDE
UNOBSTRUCTED EXIT DISCHARGE TO
PUBLIC WAY. OCCUPANTS EGRESS
THROUGH LOBBY PER CBC SEC 1028.2,
EXCEPTION 1.
SUPPLEMENTAL FIRE PROTECTION MEASURE # 3
STANDPIPE OUTLETS ADDED AT NORTH & SOUTH
EXTERIOR WALLS
SUPPLEMENTAL FIRE PROTECTION MEASURE #2
SEPERATE FIRE DEPARTMENT ACCESS THIS SIDE
OF BUILDING AT GARAGE (NO OCCUPANT
EGRESS THIS SIDE OF BLD'G)
261'-0"
(E) FIRE
HYDRANT
(E) FIRE
HYDRANT 50% OCCUPANTS EXIT DISCHARGE 50% OCCUPANTS EXIT DISCHARGE 50% OCCUPANTS EXIT DISCHARGE 50% OCCUPANTS EXIT DISCHARGE
WHEELCHAIR
RAMP
WHEELCHAIR
RAMP
SUPPLEMENTAL FIRE PROTECTION MEASURE #4
INCREASED FIRE RATING AT TYPE 1-A SOUTH
WALL, SEE ELEVATIONS A2.1
SUPPLEMENTAL FIRE PROTECTION MEASURE #5
REMOVAL OF GLASS BELOW 10' FROM
FIREFIGHTER'S INGRESS PATH AND INCREASE
FIRE RESISTANCE OF REMAINING GLASS, SEE
ELEVATIONS A2.1
57'-0"
57.68°
4'-4"
SUPPLEMENTAL FIRE PROTECTION MEASURE # 3
STANDPIPE OUTLETS ADDED AT NORTH & SOUTH
EXTERIOR WALLS
SUPPLEMENTAL FIRE PROTECTION MEASURE #2
SEPERATE FIRE DEPARTMENT ACCESS THIS SIDE
OF BUILDING AT GARAGE (NO OCCUPANT
EGRESS THIS SIDE OF BLD'G)
SIGHT VISIBILITY
TRIANGLE
SIGHT VISIBILITY TRIANGLE
SIGHT VISIBILITY TRIANGLE
SIGHT VISIBILITY
TRIANGLE
150' SIGHT VISIBILITY TRIANGLE:
PLANTS & OBSTRUCTIONS 3' MAX
TALL, BOTTOM OF TREE CANOPIES
TO BE MAINTAINED AT 14' MIN. 15'-0" 15'-0"8'-0"
SUPPLEMENTAL FIRE PROTECTION MEASURE #6
PROJECT SHALL COMPLY WITH WILDLIFE URBAN
INTERFACE BUILDING METHODOLOGIES PER
SECTION R337 OF THE 2022 CBC
ITEM 2A ATTACHMENT 9A
VAN
LOADING
1 2 EV EV EV
EV EV EV
EV EV
28 29 30
3,4,5 6,7,8 9,10,11 12,13,14 15,16,17 18,19,20 21 22 23 24 25 26 27 31
12 9 6 3 18 21 24 27 30 33 36
45 48
15 39 42
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
SCALE:
1"=20'
FIRE EGRESS & OCCUPANCY NORTH
ELEVATOR
#1
EXIT
STAIR #1
TRASH ROOM
DRIVEWAY
ELEC
MPOE
ACCESSIBLE PATH OF TRAVEL
MECH
FAN
ROOM
GARAGE OVHD GATE
CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT
PLANTERS
STORAGE 1 ROLL-UP DOOR
20' 40' 60'
LEVEL 2 BUILDING PLAN
FAN DUCTS TO GARAGE
UP
LEGEND
UNIT 211
1,257 SF
R-2 200
6 6
LOCATION
AREA
USE OLF
# OCCUPANTS
# OCCUPANTS AND
DIRECTION OF EXIT
EXIT PASSAGE LOCATION AND
DIRECTION OF EXIT
PASSAGEWAY
LOCATION AND
DIRECTION OF EXIT
DISCHARGE
EXIT DISCHARGE
PARKING
7,158 SF
S-2 200
36 19
18 TRASH
NOT OCCUPIED
ELEC / MECH
NOT OCCUPIED
STORAGE
214 SF
S-2 200 DIAGONAL DISTANCE = 220'-8"
1 LEVEL 3 BUILDING PLAN
LEVEL 4 BUILDING PLAN
LEVEL 5 /ROOF PLAN
BASEMENT BUILDING PLAN SUB BASEMENT BLD'G PLAN
PODIUM / GARAGE BUILDING PLAN
MEZZANINE BUILDING PLAN
LEVEL 1 BUILDING PLAN
316 SF
B 50
6 2,447 SF
B 50
49 LEVEL 5/ROOF OCCUPANCY LOAD
1+1+6+49+42+65+6+5+8+15+6+44+52=300/2=150
150
EGRESS PLAN NOTES
CORRIDOR CONSTRUCTION TYPE:
PER TABLE 1020.2: 1 HOUR WITH SPRINKLER SYSTEM
1. CORRIDOR MIN. WIDTH: 44"
PER TABLE 1020.3:
AREAS WITH AN OCCUPANT LOAD LESS THAN 50: 36"
2. EXIT CAPACITY OF A 36" SINGLE DOOR = 36/0.2=180 PERSONS.
ALL SINGLE DOOR EXITS BELOW THIS CAPACITY ARE NOT
INDIVIDUALLY CALCULATED.
3. EXIT CAPACITY OF A 72" DOUBLE DOOR = 72/0.15=480 PERSONS.
ALL DOUBLE DOOR EXITS BELOW THIS CAPACITY ARE NOT
INDIVIDUALLY CALCULATED.
4. EXIT CAPACITY OF A 44" MIN. WIDE CORRIDOR =
44/0.15=293 PERSONS.
CORRIDORS BELOW THIS CAPACITY ARE NOT INDIVIDUALLY
CALCULATED.
5. EXIT CAPACITY OF A 48" MIN. WIDE STAIR =
48/0.2=240 PERSONS.
STAIRS BELOW THIS CAPACITY ARE NOT INDIVIDUALLY
CALCULATED.
6. ONE EXIT IS ALLOWABLE FOR OCCUPANT LOADS LESS THAN:
R-2 10 AT 200SF/PERSON
(2,000 SF; NO UNITS EXCEED THIS SIZE)
A:50 750 SF AT 15 SF/PERSON
B:50 OCCUPANT LOAD FACTORS VARY DEPENDING ON USE
(.2"/OCCUPANT) x (150 OCCUPANTS) = 30"
*USE MIN. 44" WIDE STAIR PER SEC 1011.2
(.15"/OCCUPANT) x (150 OCCUPANTS) = 22.5"
*USE MIN. 44" WIDE PER SEC 1005.1
STAIR WIDTH:
COMPONENT WIDTH
OTHER THAN STAIRS:
MECH
NOT OCCUPIED
JANITOR
NOT OCCUPIED
LOWER PODIUM BUILDING PLAN
DIAGONAL DISTANCE = 184'-4"
FAN
ROOM JANITOR
ELEVATOR
#1
EXIT
STAIR #1
DINING
DN
DOG RUN
12'6"X18'4
PUTTING GREEN
POWDER
ROOM
POWDER
ROOM
MECH.ROOM
KITCHEN
DECK REF BELOW
ROOM
TRASH FIRE PIT
MOVABLE
FURNITURE
COURT
755 SF
B 50
15 KITCHEN
640 SF
R-2 100
6 DINING
982 SF
A-3 15
65 CANOPY FIRE PIT
229 SF
B 50
5 DOG RUN
381 SF
B 50
8 SITTING AREA
MECH
NOT OCCUPIED
6 49
6 5
65 15
A5.1
OCCUPANCY & EGRESS PLANS
EXERCISE
500 SF
B 50
10 10
3 13
SUB BASEMENT OCCUPANCY LOAD
10+3=13
37' TRAVEL
DISTANCE
37' TRAVEL DISTANCE
FROM MOST REMOTE
PORTION OF MOST
REMOTE UNIT TO
COMMON PATH OF
TRAVEL. 43' TO EXIT.
(.2"/OCCUPANT) x (13 OCCUPANTS) = 2.6"
*USE MIN. 44" WIDE PER SEC 1011.2
(.15"/OCCUPANT) x (13 OCCUPANTS) = 2.0"
*USE MIN. 44" WIDE PER SEC 1005.1
STAIR WIDTH:
COMPONENT WIDTH
OTHER THAN STAIRS:
EXERCISE ROOM
638 SF
R-2 200
3 FLOOR PLAN HR
DIAGONAL DISTANCE = 60'-11"
EXIT DISCHARGE
44" CORRIDOR
1031 SF
R-2 200
5 5
3 DIAGONAL DISTANCE = 72'-3"
UTILITY
NOT OCCUPIED
BASEMENT OCCUPANCY LOAD
3+5=8
0 25' TRAVEL DISTANCE
48' TRAVEL DISTANCE FROM MOST
REMOTE PORTION OF MOST
REMOTE UNIT TO COMMON PATH
OF TRAVEL. 73' TO EXIT STAIR.
48' TRAVEL
DISTANCE
(.2"/OCCUPANT) x (8 OCCUPANTS) = 1.6"
*USE MIN. 44" WIDE PER SEC 1011.2
(.15"/OCCUPANT) x (8 OCCUPANTS) = 1.2"
*USE MIN. 44" WIDE PER SEC 1005.1
STAIR WIDTH:
COMPONENT WIDTH
OTHER THAN STAIRS:
EXIT
STAIR #2
ELEVATOR
#2
FLOOR PLAN HR
FLOOR PLAN BB
UTILITY
UP
IDF 8 JANITOR
JANITOR
NOT OCCUPIED
638 SF
R-2 200
3 44" CORRIDOR
1123 SF
R-2 200
6 3
DIAGONAL DISTANCE = 72'-3"
LOWER PODIUM OCCUPANCY LOAD
3+6=9
25' TRAVEL DISTANCE
48' TRAVEL DISTANCE FROM MOST
REMOTE PORTION OF MOST
REMOTE UNIT TO COMMON PATH
OF TRAVEL. 73' TO EXIT STAIR.
48' TRAVEL
DISTANCE
EXIT
STAIR #2
ELEVATOR
#2
FLOOR PLAN H
FLOOR PLAN BP
UP
9 638 SF
R-2 200
3 DECK
DECK
(.2"/OCCUPANT) x (9 OCCUPANTS) = 1.8"
*USE MIN. 44" WIDE PER SEC 1011.2
(.15"/OCCUPANT) x (9 OCCUPANTS) = 1.4"
*USE MIN. 44" WIDE PER SEC 1005.1
STAIR WIDTH:
COMPONENT WIDTH
OTHER THAN STAIRS:
6 44" CORRIDOR
638 SF
R-2 200
3 1031 SF
R-2 200
5 3
26 35' TRAVEL DISTANCE
UP
EXIT
STAIR #2
FLOOR PLAN H
FLOOR PLAN BP
DECK
ELEVATOR
#2
50' TRAVEL DISTANCE FROM MOST
REMOTE PORTION OF MOST
REMOTE UNIT TO COMMON PATH
OF TRAVEL. 85' TO EXIT STAIR.
5 50' TRAVEL
DISTANCE
DECK
(.2"/OCCUPANT) x (45 OCCUPANTS) = 9.0"
*USE MIN. 44" WIDE PER SEC 1011.2
(.15"/OCCUPANT) x (45 OCCUPANTS) = 6.8"
*USE MIN. 44" WIDE PER SEC 1005.1
STAIR WIDTH:
COMPONENT WIDTH
OTHER THAN STAIRS:
PODIUM / GARAGE OCCUPANCY LOAD
36+1+5+3=45
EXIT SEPARATION: 150'-4"
DECK DECK
DECK DECK
LAUNDRY
UTILITY
1,005 SF
R-2 200
5 1,004 SF
R-2 200
5 1,006 SF
R-2 200
5 LAUNDRY
224 SF
B 100
2 5
3 DIAGONAL DISTANCE = 116'-1" 5
5 2
20 MEZZANINE OCCUPANCY LOAD
2+5+5+5+3=20
UTILITY
NOT OCCUPIED
71' TRAVEL DISTANCE
58' TRAVEL
DISTANCE
58' TRAVEL DISTANCE FROM MOST REMOTE
PORTION OF MOST REMOTE UNIT TO COMMON
PATH OF TRAVEL. 104' TO EXIT STAIR.
44" CORRIDOR
FLOOR PLAN BR
FLOOR PLAN H
FLOOR PLAN AL
FLOOR PLAN D
ELEVATOR
#2
EXIT
STAIR #2
IDF
638 SF
R-2 200
3 UP
29' TRAVEL DISTANCE
44" CORRIDOR
(.2"/OCCUPANT) x (20 OCCUPANTS) = 4.0"
*USE MIN. 44" WIDE PER SEC 1011.2
(.15"/OCCUPANT) x (20 OCCUPANTS) = 3.0"
*USE MIN. 44" WIDE PER SEC 1005.1
STAIR WIDTH:
COMPONENT WIDTH
OTHER THAN STAIRS:
FAN CHASE
TO ROOF
44" CORRIDOR 5
729 SF
B
15 702 SF
B
14 DIAGONAL DISTANCE = 220'-8"
696 SF
R-2 200
3 7
2 3
3 695 SF
R-2 200
3 298 SF
R-2.1 200
2 2
1 2
50 50
1 2 2 15
275 SF
R-2.1 200
1 357 SF
R-2.1 200
2 305 SF
R-2.1 200
2 14
TRASH
143 SF
B 100
1 MAIL
123 SF
B 100
1 LOBY
476 SF
B 100
5 MAIL
39 SF
B 100
0 1
1 LEVEL 1 OCCUPANCY LOAD
5+1+1+5+7+2+1+2+14+15+2+2+1+2+3+4+3=70/2=35
35 35
EXIT SEPARATION: 178'-2"
EXIT DISCHARGE
98' TRAVEL DISTANCE 98' TRAVEL DISTANCE
40' TRAVEL DISTANCE FROM MOST REMOTE
PORTION OF MOST REMOTE UNIT TO COMMON
PATH OF TRAVEL. 128' TO EXIT STAIR.
(.2"/OCCUPANT) x (35 OCCUPANTS) = 7"
*USE MIN. 44" WIDE PER SEC 1011.2
(.15"/OCCUPANT) x (35 OCCUPANTS) = 5.25"
*USE MIN. 44" WIDE PER SEC 1005.1
STAIR WIDTH:
COMPONENT WIDTH
OTHER THAN STAIRS:
IDF
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
LOBBY
PACKAGE ROOM
MAIL ROOM
BATH
FLOOR PLAN J FLOOR PLAN H
DECK DECK
DECK DECK DECK
UP
JULIET BALCONY
DINING
MEDIA
JULIET BALCONY
JULIET BALCONY
WORK STATION
SUPPLY ROOM
FLOOR PLAN K
FLOOR PLAN M FLOOR PLAN O
FLOOR PLAN Q
POWDER
ROOM
UP
22' TRAVEL DISTANCE
44" CORRIDOR
1,024 SF
R-2 200
5 DIAGONAL DISTANCE = 220'-8"
TRASH
143 SF
B 100
1 EXIT SEPARATION:156'-9"
1,392 SF
R-2 200
7 LEVEL 2 OCCUPANCY LOAD
5+1+5+7+5+7+7+3+4+3=47/2=23
1,006 SF
R-2 200
5 1,397 SF
R-2 200
7 1,463 SF
R-2 200
7 695 SF
R-2 200
3 737 SF
R-2 200
4 696 SF
R-2 200
3 497 SF
B 100
5 5
7 5
1 5 23 3 4 3 7
23 84' TRAVEL DISTANCE 84' TRAVEL DISTANCE
(.2"/OCCUPANT) x (23 OCCUPANTS) = 4.6"
*USE MIN. 44" WIDE PER SEC 1011.2
(.15"/OCCUPANT) x (23 OCCUPANTS) = 3.5"
*USE MIN. 44" WIDE PER SEC 1005.1
STAIR WIDTH:
COMPONENT WIDTH
OTHER THAN STAIRS:
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
FLOOR PLAN G
FLOOR PLAN E
FLOOR PLAN D
FLOOR PLAN F
FLOOR PLAN C
SALON
DECK DECK DECK DECK
DECK DECK
UP
FLOOR PLAN H FLOOR PLAN I FLOOR PLAN J
IDF
UP
1,024 SF
R-2 200
5 DIAGONAL DISTANCE = 220'-8"
TRASH
143 SF
B 100
1 1,392 SF
R-2 200
7 LEVEL 3 OCCUPANCY LOAD
8+4+1+5+7+5+7+7+5+5=54/2=27
1,006 SF
R-2 200
5 1,463 SF
R-2 200
7 1,079 SF
R-2 200
5 1,061 SF
R-2 200
5 380 SF
B 50
8 5
7 7
5 1
8 27 5 5 7
(.2"/OCCUPANT) x (27 OCCUPANTS) = 5.4"
*USE MIN. 44" WIDE PER SEC 1011.2
(.15"/OCCUPANT) x (27 OCCUPANTS) = 4.1"
*USE MIN. 44" WIDE PER SEC 1005.1
STAIR WIDTH:
COMPONENT WIDTH
OTHER THAN STAIRS:
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
FLOOR PLAN G
FLOOR PLAN E
FLOOR PLAN D
FLOOR PLAN F
FLOOR PLAN C
SITTING ROOM
DECK DECK DECK DECK
DECK DECK
UP
JULIET BALCONY
FLOOR PLAN A FLOOR PLAN B
SITTING RM
LEASING OFFICE 222 SF
B 50
4 LEASING OFFICE
4 44" CORRIDOR EXIT SEPARATION:156'-9"
27 84' TRAVEL DISTANCE 84' TRAVEL DISTANCE
ELEVATOR
#2
EXIT
STAIR #2
IDF
UP 7' TRAVEL DISTANCE
1,397 SF
R-2 200
7 DECK
1,024 SF
R-2 200
5 DIAGONAL DISTANCE = 220'-8"
TRASH
143 SF
B 100
1 1,392 SF
R-2 200
7 LEVEL 4 OCCUPANCY LOAD
7+4+1+5+7+5+5+7+5+5=51/2=26
1,006 SF
R-2 200
5 1,463 SF
R-2 200
7 MUSIC RM
330 SF
B 50
7 5
7 5
1 7
26 5 5 7
1,079 SF
R-2 200
5 197 SF
B 50
4 1,061 SF
R-2 200
5 4 5
60' TRAVEL
DISTANCE
60' TRAVEL DISTANCE FROM MOST REMOTE
PORTION OF MOST REMOTE UNIT TO COMMON
PATH OF TRAVEL. 137' TO EXIT STAIR.
(.2"/OCCUPANT) x (26 OCCUPANTS) = 5.2"
*USE MIN. 44" WIDE PER SEC 1011.2
(.15"/OCCUPANT) x (26 OCCUPANTS) = 3.9"
*USE MIN. 44" WIDE PER SEC 1005.1
STAIR WIDTH:
COMPONENT WIDTH
OTHER THAN STAIRS:
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
FLOOR PLAN E
FLOOR PLAN D
FLOOR PLAN B FLOOR PLAN A
FLOOR PLAN F
FLOOR PLAN C
DECK DECK DECK
DECK DECK DECK
MUSIC ROOM
BATH
ROOF
48" HT. GLASS RAIL
UP 48" HT. GLASS RAIL
FLOOR PLAN GR
44" CORRIDOR EXIT SEPARATION:156'-9"
26 84' TRAVEL DISTANCE 84' TRAVEL DISTANCE
ELEVATOR
#2
EXIT
STAIR #2
IDF
UP
7' TRAVEL DISTANCE
DECK
DECK
84' TRAVEL DISTANCE 84' TRAVEL DISTANCE
EXIT SEPARATION:156'-9" 150
ELEVATOR
#2
EXIT
STAIR #2
UP
TRASH
143 SF
B 100
1 POWDER
ROOM
PANTRY PREP ROOM
KITCHEN STORAGE
STORAGE
STORAGE
53 SF
S-2 200
1 8
MULTI PURPOSE
767 SF
A-3 15
52 52
ROOF GARDEN
GARDEN
285 SF
B 50
6 6
FLOOR PLAN I
DECK DECK
DECK
JULIET BALCONY
JULIET BALCONY
1,100 SF
R-2 200
5 60' TRAVEL DISTANCE FROM MOST REMOTE
PORTION OF MOST REMOTE UNIT TO COMMON
PATH OF TRAVEL. 137' TO EXIT STAIR.
60' TRAVEL
DISTANCE
7 7' TRAVEL DISTANCE
40' TRAVEL
DISTANCE
40' TRAVEL DISTANCE FROM MOST REMOTE
PORTION OF MOST REMOTE UNIT TO COMMON
PATH OF TRAVEL. 105' TO EXIT STAIR.
JULIET BALCONY
4 737 SF
R-2 200
4 40' TRAVEL
DISTANCE
EXAM RM 1
EXAM RM 2
CRAFT ROOM
659 SF
A-3 15
44 ART ROOM
627 SF
A-3 15
42 MULTI PURPOSE ROOM
ART ROOM
44 CRAFT ROOM
42 1,024 SF
R-2 200
5 297 SF
R-2.1 200
2 278 SF
R-2.1 200
1 357 SF
R-2.1 200
2 FLOOR PLAN F FLOOR PLAN L FLOOR PLAN N FLOOR PLAN P
FLOOR PLAN C
1,392 SF
R-2 200
7 BMR BMR
BMR
ITEM 2A ATTACHMENT 9A
UP
UP
DN
VAN
LOADING
1 2 EV EV EV
EV EV EV
EV EV
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y
SPARE P C T
DN
UP
28 29 30
3,4,5 6,7,8 9,10,11 12,13,14 15,16,17 18,19,20 21 22 23 24 25 26 27 31
UP DN
12 9 6 3 18 21 24 27 30 33 36
45 48
570.8' 15
39 42
P C T
570.8'
UP DN
1BED 1BED 1BED
2BED PENTHOUSE
582.0'
P C T
582.0'
UP DN
593.2'
P C T
593.2'
UP DN
604.4'
P C T
604.4'
UP DN
615.6'
615.6'
DN
P C T
UP DN
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8 NORTH
ALLOWABLE AREA CALCULATIONS & CODE ANALYSIS
30' 60' 90' 120'
BASEMENT FLOOR
AREA DIAGRAM
SUB BASEMENT FLOOR
AREA DIAGRAM
PODIUM /GARAGE FLOOR AREA DIAGRAM
MEZZANINE FLOOR AREA DIAGRAM
LEVEL 1 FLOOR AREA DIAGRAM
LOT AREA:
FLOOR AREAS
17,325 SF (.397 ACRES)
FLOOR AREA RATIO: 4.26 FAR = 73,944 sf/17,325 sf BUILDING CODE FLOOR AREAS:
LEVEL AREA
BASEMENT CBC AREA 2,386 SF
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA
6,317 SF
6,281 SF
TOTAL TYPE 111-A 31,212 SF
TOTAL TYPE 1-A 22,420 SF
CBC FLOOR AREA INCLUDES ALL EXTERIOR
BALCONIES COVERED BY PROJECTION ABOVE.
VERTICAL SHAFTS EXCLUDED
BUILDING AREA INCLUDES THE AREA WITHIN THE SURROUNDING EXTERIOR WALLS EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS NOT PROVIDED WITH SURROUNDING WALLS ARE INCLUDED WHEN SUCH AREA IS WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. OPEN TO BELOW AREAS
IN MULTI-STORY VOIDS WITHIN THE BUILDING ARE EXCLUDED FROM THE BUILDING AREA - ONLY THE FIRST FLOOR OF A MULTI-STORY SPACE IS INCLUDED. REFER TO PLANS ON THIS SHEET FOR INPUTS.
CODE ANALYSIS
CONSTRUCTION TYPE: SUB BASEMENT - PODIUM /GARAGE:
MEZZANINE & LEVEL 1-5/ ROOF AREA:
1-A (SPRINKLERED - NFPA 13)
111-A (SPRINKLERED - NFPA 13)
PROPOSED OCCUPANCY: SUB BASEMENT - PODIUM /GARAGE:
MEZZANINE:
S-2, B, R-2
R-2, B
SPECIAL PROVISIONS USED: CBC 510.2 Horiz. Building Separation Allowance A building shall be considered as separate and distinct buildings for the purpose of determining area limitations, continuity of fire walls, limitation of number of stories and type of construction where all of the following conditions are met:"
BUILDING AREA: TYPE 1-A (PER CBC)
TYPE 111-A
This level contains seperated occupancies: S-2 Parking Garage, B Office, R-2.1 Allowable Building Height (Table 504.3): Unlimited (R-2.1 Most Restrictive Use) Allowable Number of Stories (Table 504.4): Unlimited (R-2.1 Most Restrictive Use) Allowable Building Area (Table 506.2): Unlimited (R-2.1 Most Restrictive Use) Max Allowable Area per Story: Unlimited (R-2.1 Most Restrictive Use) Proposed: 22,420 sf
LEVEL (SUB BASE., BASE.,L.P, P/GARAGE, MEZ.) ALLOWABLE BUILDING AREA PER FLOOR (TYPE 1-A) LEVEL 1: R-2, R2.1, B
SUB BASEMENT CBC AREA 1,505 SF
MEZZANINE CBC AREA 5,194 SF
LEVEL 1-5/ROOF ALLOWABLE BUILDING AREA PER FLOOR (TYPE 111-A) Allowable Building Height (Per Table 504.3): 85' (With Out Area Increase) Allowable Number of Stories (Table 504.4): 5 (With Out Area Increase) Allowable Building Area, Per CBC 506.2.3, equation 5-2 where Sa = 2 Aa = [At + (NS x If)] x Sa
At = Tabular Allowable area factor per table 506.2 = 24,000 sf (With Height Increase) NS = Tabular allowable area factor per table 506.2 for nonsprinklered bldg = 24,000sf If = Area factor increase due to frontage (percent) = 0 Sa = 2
Aa = [24,000 + (24,000 × 0] × 2
Aa = [24,000 + (0)] × 2
Aa = 48,000 sf FOR EACH COMPARTMENT
COMPARTMENT-A: Proposed Building Area Levels 1,2,3,4,5, Roof (CBC): 31,212 sf OK COMPARTMENT-B: Proposed Building Area Levels 1,2,3,4,5, Roof (CBC): 18,113 sf OK LEVEL 1-5/ROOF ALLOWABLE BUILDING AREA TOTAL FOR EACH COMPARTMENT (TYPE 111-A) PODIUM /GARAGE CBC AREA 10,949 SF
LEVEL 5/ROOF CBC AREA (from Podium) 5,980 SF
VERTICAL SHAFTS NOT COUNTED
IN CBC FLOOR AREA, TYP.
VERTICAL SHAFTS NOT COUNTED
IN CBC FLOOR AREA, TYP.
LEVEL 2 FLOOR AREA DIAGRAM
LEVEL 3 FLOOR AREA DIAGRAM
LEVEL 4 FLOOR AREA DIAGRAM
LEVEL 5/ROOF FLOOR AREA DIAGRAM
DECK AREA COUNTED IN CBC
FLOOR AREA WHERE COVERED
BY PROJECTION ABOVE, TYP.
VERTICAL SHAFTS NOT COUNTED
IN CBC FLOOR AREA, TYP.
VERTICAL SHAFTS NOT COUNTED
IN CBC FLOOR AREA, TYP.
VERTICAL SHAFTS NOT COUNTED
IN CBC FLOOR AREA, TYP.
VERTICAL SHAFTS NOT COUNTED
IN CBC FLOOR AREA, TYP.
STAIR & ELEVATOR NOT COUNTED IN
CBC FLOOR AREA FOR ROOF LEVEL
STAIR & ELEVATOR NOT COUNTED IN
CBC FLOOR AREA FOR ROOF LEVEL
UNCOVERED DECK AREA NOT
COUNTED IN CBC FLOOR AREA
LEVEL 2-3: R-2, B
LEVEL 5/ROOF: A-3, R-2 (ACCESSORY USE POOL)
LEVEL 4: R-2, B, A-3
LOWER PODIUM FLOOR
AREA DIAGRAM
DECK AREA COUNTED IN CBC
FLOOR AREA WHERE COVERED
BY PROJECTION ABOVE, TYP.
LOWER PODIUM CBC AREA 2,386 SF
R2.1 ASSISTED LIVING
A5.2
ALLOWABLE AREA CALC'S & CODE ANALYSIS
ZONING FLOOR AREAS:
LEVEL AREA
BASEMENT ENCLOSED AREA 2,578 SF
MEZZANINE ENCLOSED AREA
LEVEL 1 ENCLOSED AREA
LEVEL 2 ENCLOSED AREA
LEVEL 3 ENCLOSED AREA
LEVEL 5/ROOF ENCLOSED AREA 6,123 SF
11,261 SF
11,261 SF
5,341 SF
11,261 SF
TOTAL 73,944 SF
SUB BASEMENT ENCLOSED AREA 1,593 SF
LEVEL 4 ENCLOSED AREA 10,722 SF
PODIUM /GARAGE ENC'D AREA 11,226 SF
LOWER PODIUM ENCLOSED AREA 2,578 SF
BASEMENT CBC AREA
SUB BASEMENT CBC AREA
PODIUM /GARAGE CBC AREA
LOWER PODIUM CBC AREA
COMPARTMENT A COMPARTMENT B
COMPARTMENT A COMPARTMENT B
COMPARTMENT A COMPARTMENT B
COMPARTMENT A COMPARTMENT B
COMPARTMENT - A
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA
4,654 SF
4,151 SF
TOTAL TYPE 111-A 18,113 SF
LEVEL 5/ROOF CBC AREA (from Podium) 0 SF
COMPARTMENT - B
Allowable Building Height (Per Table 504.3): 85' (With Out Area Increase) Allowable Number of Stories (Table 504.4): 5 (With Out Area Increase) Allowable Building Area Per Story, Per CBC 506.2.3, equation 5-2 where Sa = 1 Aa = [At + (NS x If)] x Sa
At = Tabular Allowable area factor per table 506.2 = 24,000 sf (SM) (With Height Increase) NS = Tabular allowable area factor per table 506.2 for nonsprinklered bldg = 24,000 sf If = Area factor increase due to frontage (percent) = 0 Sa = 1 per floor
Aa = [24,000 + (24,000 × 0] × 1
Aa = [24,000 + (0)] × 1
Aa = 24,000 sf per Floor
COMPARTMENT-A COMPARTMENT-B
Level 1 Proposed = 6,317 sf OK 4,654 sf OK
Level 2 Proposed = 6,317 sf OK 4,654 sf OK
Level 3 Proposed = 6,317 sf OK 4,654 sf OK
Level 4 Proposed = 6,281 sf OK 4,151 sf OK
Level 5/Roof Proposed = 5,980 sf OK 0 sf OK
(note: Roof area is located on 5th level above front podium) COMP-A
TYPE 111-A
COMP-B
6,317 SF
4,654 SF
6,317 SF
4,654 SF
MEZZANINE CBC AREA
TOTAL TYPE 1-A
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA
TOTAL TYPE 111-A
LEVEL 5/ROOF CBC AREA (from Podium)
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA
TOTAL TYPE 111-A
LEVEL 5/ROOF CBC AREA (from Podium)
2,386 SF
22,420 SF
1,505 SF
5,194 SF
10,949 SF
2,386 SF
6,317 SF
6,281 SF
31,212 SF
5,980 SF
6,317 SF
6,317 SF
4,654 SF
4,151 SF
18,113 SF
0 SF
4,654 SF
4,654 SF
ITEM 2A ATTACHMENT 9A
PM-1
SHEET 1 OF 2
WE HEREBY STATE THAT WE ARE THE OWNERS OF, OR HAVE SOME RIGHT, TITLE OR
INTEREST IN AND TO THE REAL PROPERTY INCLUDED WITHIN THE SUBDIVISION
SHOWN UPON THIS MAP, AND WE ARE THE ONLY PERSONS WHOSE CONSENT IS
NECESSARY TO PASS CLEAR TITLE TO SAID REAL PROPERTY, AND WE HEREBY
CONSENT TO THE MAKING AND RECORDING OF SAID MAP AND SUBDIVISION AS SHOWN WITHIN THE DISTINCTIVE BORDER.
OWNER'S STATEMENT
OWNER DATE
OWNER'S ACKNOWLEDGEMENT
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE
VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE
DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CALIFORNIA )
COUNTY OF _________________________________)
ON_____________________BEFORE ME,_________________________________, (INSERT NAME AND TITLE OF OFFICER)
PERSONALLY APPEARED,__________________________________, WHO
PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE
PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN
INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY
EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES),
AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE
PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
WITNESS MY HAND
SIGNATURE:__________________________________________________________ PRINTED NOTARY'S NAME:____________________________________________ COUNTY OF NOTARY'S PRINCIPLE PLACE OF BUSINESS:_________________ NOTARY'S COMMISSION NUMBER:_____________________________________ EXPIRATION DATE OF NOTARY'S COMMISSION:_________________________ I, DEBORAH L. PADOVAN, CLERK OF THE TOWN OF LOS ALTOS HILLS,
COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, HEREBY STATE THAT
THE CITY COUNCIL OF SAID CITY, AT ITS REGULAR SCHEDULED MEETING HELD ON THE _____ DAY OF ___________________ , 20____, DULY APPROVED
THE WITHIN MAP, AND ACCEPTED , SUBJECT TO IMPROVEMENTS, ON
BEHALF OF THE PUBLIC, THE DEDICATION OF ALL EASEMENTS OFFERED
FOR DEDICATION, AS SHOWN ON SAID MAP WITHIN SAID SUBDIVISION, IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION.
CITY CLERK'S STATEMENT
_________________________________________ ___________________ DEBORAH L. PADOVAN DATE
CLECK OF THE TOWN OF LOS ALTOS HILLS
RECORDER'S STATEMENT
FILED THIS ________ DAY OF _________________ , 20____, AT ______ ___ .M.
IN BOOK ____OF______, AT PAGES _____SANTA CLARA COUNTY RECORDS AT THE REQUEST OF _________________________________ .
FILE NO: ______________
FEE: ______________
REGINA ALCOMENDRAS
SANTA COUNTY COUNTY RECORDER
BY: ______________________________________
DEPUTY
THIS MAP WAS PREPERED BY ME OR UNDER MY DIRECTION AND IS BASED
UPON A FIELD SURVEY MADE IN CONFORMANCE WITH THE REQUIREMENTS OF
THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF FORREST LINEBARGER ON FEBRUARY 10, 2022. I HEREBY STATE THE SURVEY IS
TRUE AND COMPLETE AS SHOWN, THAT ALL MONUMENTS ARE OF THE
CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN SUCH POSITIONS ON OR BEFORE APRIL 15, 2023, AND ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED; AND THAT THIS PARCEL MAP
SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY
APPROVED TENTATIVE MAP, IF ANY
SURVEYOR'S STATEMENT
DATE:___________ __________________________________
JOHN C. BERRY RCE 18720
I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT THE
SUBDIVISION SHOWN HEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED
ON THE TENTATIVE MAP, IF REQUIRED, AND ANY APPROVED ALTERATIONS THEREOF; THAT ALL PROVISIONS OF THE CALIFORNIA SUBDIVISION MAP ACT
AND ANY LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP, IF REQUIRED, HAVE BEEN COMPLIED WITH.
CITY ENGINEER'S STATEMENT
___________________________________ WEI LIEN LIANG, RCE 68845
TOWN OF LOS ALTOS HILLS
_______________ DATE
I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, AND I AM SATISFIED THAT SAID MAP IS TECHNICALLY CORRECT IN ACCORDANCE WITH SECTION 66442 OF THE GOVERNMENT CODE (SUBDIVISION MAP ACT).
CITY SURVEYOR'S STATEMENT
___________________________________ ANNE-SOPHIE TRUONG, PLS 8998_______________ DATE OWNER: FORREST LINEBARGER
EDGE OF SHEET
JOHN BERRY CIVIL ENGINEER RCE 18720
2149 AVY AVENUE, MENLO PARK, CA 94025
1 (650) 400-9003
PARCEL MAP
LINEBARGER SUBDIVISION
A SUBDIVISION OF A PORTION OF LOT NO. 3 AS SHOWN UPON THE MAP OF TRACT NO. 10, MAP OF JO MORA RANCH, SANTA CLARA COUNTY, STATE OF CALIFORNIA, A SUBDIVISION OF A PORTION OF LOT 40, HALE RANCH SUBDIVISION AS RECORDED IN BOOK 1 OF MAPS, PAGES 48 AND 49, SANTA
CLARA COUNTY RECORDS, A PORTION OF SAN ANTONIO RANCHO AND
WHICH SAID MAP WAS FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, ON JUNE 2, 1932 IN BOOK "Y" OF MAPS, PAGE 53. 10758 MORA DRIVE ALSO SHOWN ON CERTIFICATE OF COMPLIANCE 23761713 RECORDED IN SANTA CLARA COUNTY, STATE OF CALIFORNIA, ON SEPTEMBER 26, 2017
TOWN OF LOS ALTOS HILLS SANTA CLARA COUNTY CALIFORNIA
MAY 2023
A SOILS REPORT HAS BEEN PREPARED BY STEVENS FERRONE & BAILEY ENGINEERING COMPANY, INC. REGISTRATION NO'S. 3101, GE2513, 2070 ENTITLED "GEOTECHNICAL INVESTIGATION" DATED 8 JUNE 2023, A COPY OF WHICH HAS BEEN FILED WITH THE TOWN OF LOS ALTOS HILLS.
SOILS REPORT NOTE
ITEM 2A ATTACHMENT 9A
℄
℄
℄ MORA DRIVE
N 89° 19' 00" W 274.06'
S 06° 24' 40" W 62.81'
S 89° 19' 00" E 280.33' N 00° 41' 00" E 62.50'
THE BEARING N 0° 41' 00" E BETWEEN
FOUND MONUMENTS IN THE EAST LINE OF
MORA DRIVE, 50 FEET WIDE, AS SHOWN ON
THAT RECORD OF SURVEY RECORDED IN
BOOK 827 OF MAPS AT PAGE 10, SANTA
CLARA COUNTY OFFICIAL RECORDS, WAS
TAKEN AS THE BASIS OF BEARINGS FOR
THIS SURVEY.
BASIS OF BEARINGS
10'0' 20' 40' SCALE:
1"=20'
LANDS OF MINTON
APN: 331-15-060
S.W. CORNER LOT 1,
'Y' MAPS 53 BASIS OF BEARINGS
FOUND 3/4" IRON PIPE,
OPEN, PER 827 MAPS 10
LANDS OF KLEIN
APN: 331-14-063
LANDS OF WINCHELL
APN: 331-15-023
SE CORNER OF LOT 3
'Y' MAPS 53
EAST LINE OF LOT 3
'Y' MAPS 53
FOUND 3/4" IRON PIPE,
OPEN, PER 827 MAPS 10
AND 736 MAPS 25 AND
201 MAPS 53
280.00' +/- 50' R.O.W.
25' ROW 25' ROW EϬϬΣϰϭΖϬϬΗ
SHEET 2 OF 2
PM-2
EDGE OF SHEET
JOHN BERRY CIVIL ENGINEER RCE 18720
2149 AVY AVENUE, MENLO PARK, CA 94025
1 (650) 400-9003
COMMON LOT LINE LOTS 2-3
'Y' MAPS 53
LEGEND
CENTERLINE
EASEMENT LINE
PRIVATE ACCESS
EASEMENT
LOT LINE
ADJOINING PROPERTY LINE
PAE
PRIVATE UTILITY
EASEMENT
PRUE
PRIVATE SANITARY
SEWER EASEMENT
PSSE
PRIVATE INGRESS AND
EGRESS EASEMENT
PIEE
EMERGENCY VEHICLE
ACCESS EASEMENT
EVAE
DISTINCTIVE BORDER
SEARCHED FOR NOT
FOUND
SFNF
EXISTING IRON PIPE
MONUMENT
NEW IRON PIPE
MONUMENT TO BE SET
TOTAL LENGTH 280.33'
PARCEL MAP
LINEBARGER SUBDIVISION
A SUBDIVISION OF A PORTION OF LOT NO. 3 AS SHOWN UPON THE MAP OF TRACT NO. 10, MAP OF JO MORA RANCH, SANTA CLARA COUNTY, STATE OF CALIFORNIA, A SUBDIVISION OF A PORTION OF LOT 40, HALE RANCH SUBDIVISION AS RECORDED IN BOOK 1 OF MAPS, PAGES 48 AND 49, SANTA
CLARA COUNTY RECORDS, A PORTION OF SAN ANTONIO RANCHO AND
WHICH SAID MAP WAS FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, ON JUNE 2, 1932 IN BOOK "Y" OF MAPS, PAGE 53. 10758 MORA DRIVE ALSO SHOWN ON CERTIFICATE OF COMPLIANCE 23761713 RECORDED IN SANTA CLARA COUNTY, STATE OF CALIFORNIA, ON SEPTEMBER 26, 2017
TOWN OF LOS ALTOS HILLS SANTA CLARA COUNTY CALIFORNIA
MAY 2023
LOT 2,
'Y' MAPS 53
201 MAPS 53
PORTION OF LOT 3,
'Y' MAPS 53
TOTAL LENGTH 274.06'
LOT 3
17,325 SF +/-
.397 AC +/-
FOR CONDOMINIUM PURPOSES
CONSISTING OF 45 RESIDENTIAL UNITS
AND ONE COMMON LOT
MULTIPLE FINAL MAPS: PURSUANT TO SECTION 66456.1 OF
THE SUBDIVISION MAP ACT, THE DEVELOPER RESERVES
THE RIGHT TO FILE MULTIPLE FINAL MAPS. ONLY THE
IMPROVEMENTS REQUIRED TO SUPPORT THE LEVEL OF
DEVELOPMENT, OF EACH PARTICULAR FINAL MAP NEEDS
TO BE COMPLETED OR BOUNDED.
1. NOTES
ITEM 2A ATTACHMENT 9A
135.00'
N 00°41'00" E
w
N 00° 41' 00" E
68.00'
N 00° 41' 00" E 62.50' N 89° 19' 00" W 274.06'
25.00' 176.83' 5'
R=20'
100.00'
5'
137.81' N 00° 41' 00" E
N 00° 41' 00" E 45.00'
E E E E E E E E E E
30" PINE
20" MONKEY PUZZLE
19" PINE
22" PINE
10" d MAGNOLIA
8" d GRAPEFRUIT WM
SWITCHGEAR SWITCHGEAR WM
MPOE MPOE
10758 Mora 10728 Mora Moraquita Court
Mora Dr.
JOINT TRENCH INTENT
FIELD ADJUST SPLICE BOXES TO KEEP CLEAR OF
SIDEWALK, DRIVEWAYS, AND EXISTING FACILITIES
(TYPICAL)
JOINT TRENCH NOTES
1. SITE PLAN
10'0' 20' 40' SCALE:
1"=20'
NORTH
ELEC POLE & LINE DIAGRAM
50'0' 100' 200' SCALE:
1"=100'
NORTH
(E) E.P.
(N) E.P.
(E) POLE-BOLTED TRANSFORMER TO
BE CONVERTED TO U.G. (E) POLE TO
BE 'TOPPED' AND TO SERVE AS
SECONDARY RISER POLE TO
MAINTAIN (E) O.H. SERVICES.
324'-0"
LEGEND
ELECTRIC POLE
LOCATION
3 PHASE OVERHEAD
ELECTRIC WIRES
GUY WIRE SUPPORT
10758 Mora
10728 Mora
(E) ELEC POLE &
GUY WIRES
172'-0"
(N) E.P.
INT-1
JOINT TRENCH INTENT
9 C4
(E) 3 PHASE
OVERHEAD
(E) ELEC POLE
(E) 3 PHASE
OVERHEAD
(E) ELEC POLE
3 PHASE UNDERGROUND
ELECTRIC WIRES
(E) DRIVEWAY
(E) 1 PHASE OVERHEAD
ELECTRIC WIRES
(E) 1 PHASE
OVERHEAD ELEC
(E) ELEC POLE &
GUY WIRES
(E) 1 PHASE
OVERHEAD ELEC
(N) ELEC POLE
& GUY WIRE
(E) 1 PHASE
OVERHEAD ELEC
(N) 3 PHASE
UNDERGROUND
(N) 3 PHASE
OVERHEAD
(E) ELEC POLE
(N) 3 PHASE
OVERHEAD
(N) ELEC POLE
& GUY WIRE
(E) ELEC POLE
TO REMAIN
(N) 3 PHASE
UNDERGROUND
(E) O.H. SERVICE
TO REMAIN
(E) POLE TO
REMAIN
(E) O.H. SERVICE
TO REMAIN
PG&E TO SET (N)
PRIMARY RISER
POLE W/ +/- 12'
LEAD-ANCHOR
(N) 3 PHASE
UNDERGROUND
(E) POLE
TO REMAIN
(E) O.H. DISTRIBUTION
TO REMAIN
34'-0" 136'-0"
Mora Dr.
60'-0"
NEW UNDERGROUND SERVICE: 308'-0"
(E) E.P.
90" x 106" TEMP POWER PAD
MOUNT TRANSFORMER, 3'
CLEAR SPACE SIDES & BACK, 8'
CLEAR FRONT, BOLLARDS
REQ'D. (UP TO 1000A @ 480V)
10' L +/- 7M ROTARY GAS
METER, 3' CLEAR SPACE
REQ'D ON FRONT SIDE
5'X6' BELL HOLE FOR EXISTING GAS
SVC. CUT-OFF. WHEN EXCAVATING
OR TRENCHING KEEP CLEAR OF
EXISTING FACILITIES. (TYPICAL)
CAUTION!! ENERGIZED FACILITIES!!
HAND EXCAVATE ONLY IN
PRESENCE OF INSPECTOR.
(TYPICAL OF 2 PLACES)
DETAIL
N.T.S.
3 INT-1
PG&E ENCLOSURE CLEARANCES
DIM "X"
3' MIN. TYP.
3' MIN. 3'0" x 5'0" ENCLOSURES
4' MIN. 4' x 6'6" x 5'0" ENCLOSURES
5' MIN. 4'6" x 8'6" x 6'0" ENCLOSURES
(OR EASEMENT REQUIRED)
3' MIN. TYP.
DIM "X"
CLEAR WORKING
SPACE
DIM "X"
CLEAR WORKING
SPACE
DETAIL
N.T.S.
1 INT-1
TYPICAL PRIMARY BOX EXCAVATION USING CONDUIT
NOTE:
1. CONTRACTOR TO EXCAVATE TRANSITIONS
FROM MAIN-LINE TRENCH TO VAULTS AS
REQUIRED BY EACH UTILITY.
2. TRANSITIONS NOT SHOWN ON COMPOSITE
DRAWING FOR CLARITY
3. CONTRACTOR TO INCLUDE COST OF
TRANSITIONS IN VAULT EXCAVATION COST.
JOINT TRENCH TRANSITION
JOINT TRENCH
X Y X
Z
'X'
'Y'
'X'
'Y'
BEND PRIMARY BOX SIZE
"A"
"B"
3' x 5'
4'-6" x 8'-6"
3' x 5'
4'-6" x 8'-6"
DISTANCE (WHEN CONDUIT ENTERS BOX)
"X"
24'
24'
32'
32'
"Y"
7'
11'
7'
11'
"Z"
5'
7'
5'
7'
NOTES
BEND IS 60" RADIUS WITH AN ANGLE OF 10 DEG. USE 2-5
COUPLINGS WITH 1-5' CONDUIT SECTION FOR EACH BEND SHOWN.
BEND IS 30" RADIUS WITH AN ANGLE OF 15 DEG. USE 3-5 COUPLINGS WITH 2-2 1/2' CONDUIT SECTION FOR EACH BEND SHOWN.
MAIN LINE JOINT TRENCH
PG&E TELEPHONE C.A.T.V.
5'X6' BELL HOLE FOR EXISTING GAS
SVC. CUT-OFF. WHEN EXCAVATING
OR TRENCHING KEEP CLEAR OF
EXISTING FACILITIES. (TYPICAL)
CAUTION!! ENERGIZED FACILITIES!!
HAND EXCAVATE ONLY IN
PRESENCE OF INSPECTOR.
(TYPICAL OF 2 PLACES)
(E)
DRIVEWAY
4' X 6' PRIMARY J-BOX
VAULT IN LANDSCAPE
AREA. (NOT FVT)
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
(N) 3 PHASE
UNDERGROUND
(N) TELE COM & CATV
UNDERGROUND
UCD TRANSFORMER VAULT
5' X 10' +/-, FVT
(PG&E APPROVAL REQ'D)
1200A, 480/277V
SWITCHGEAR 5' MIN
LEGEND
UCD TRANSFORMER VAULT
5' X 10' +/-, FVT
(PG&E APPROVAL REQ'D)
1200A, 480/277V
SWITCHGEAR
TEL & CATV VAULTS
(SIZES TBD)
JOINT TRENCH 5' MIN.
CLEARANCE FROM WATER
& SEWER UTILITIES
60' +/- OF 18" X 26" GAS
SERVICE TRENCH W/ 2" GAS
SERVICE PIPE (NO TREES
W/IN 5')
60' +/- OF 18" X 26" GAS
SERVICE TRENCH W/ 2" GAS
SERVICE PIPE (NO TREES
W/IN 5')
90" x 106" TEMP POWER PAD
MOUNT TRANSFORMER, 3'
CLEAR SPACE SIDES & BACK, 8'
CLEAR FRONT, BOLLARDS
REQ'D. (UP TO 1000A @ 480V)
10' L +/- 7M ROTARY GAS
METER, 3' CLEAR SPACE
REQ'D ON FRONT SIDE
4' X 6' PRIMARY J-BOX
VAULT IN LANDSCAPE
AREA. (NOT FVT)
TEL & CATV VAULTS
(SIZES TBD)
PG&E TO SET (N) PRIMARY
RISER POLE W/ +/- 12'
LEAD-ANCHOR
E
MPOE
8' WALL SPACE
MPOE
8' WALL SPACE
TEL & CATV
VAULTS
(SIZES TBD)
TEL & CATV
VAULTS
(SIZES TBD)
30" X 48" SVC TRENCH W/ MAX 5-5"
SVC CONDUITS, SVC CONDUCTORS
NOT TO EXCEED 50' (W/ +/- 7' OF
'CONDUCTOR TAILS' REQ'D AT EA. END)
(5' CLEARANCE FROM WATER &
SEWER REQ'D) 30" X 48" SVC TRENCH W/ MAX 5-5"
SVC CONDUITS, SVC CONDUCTORS
NOT TO EXCEED 50' (W/ +/- 7' OF
'CONDUCTOR TAILS' REQ'D AT EA. END)
(5' CLEARANCE FROM WATER & SEWER
REQ'D)
4' X 6' SUB-SURFACE
J-BOX, BEHIND CURB
50" X 52" PAD MOUNT
TRANSFORMER W/IN
LANDSCAPE AREA
TEL & CATV
VAULTS (SIZES TBD)
TRANSITION TO VAULTS FROM TRENCH NOT
SHOWN, SEE TRANSITION DETAIL SHEET INT-1
(TYPICAL)
2. MAINTAIN 3' CLEARANCE AND LEVEL AREA
AROUND PRIMARY SPLICE BOXES &
TRANSFORMERS
3. (E) POLE TO
REMAIN
(E) E.P.
(E) E.P.
(N) E.P.
(E) OVERHEAD DISTRIBUTION TO REMAIN,
PG&E TO EXTEND 3RD PRIMARY OH WIRE,
AND UPGRADE WIRE SIZE, TO PROVIDE
3-PHASE TO PROJECT
(E) O.H. SERVICES
TO REMAIN
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 20, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
9 2/20/2025 Revision 8
UT-1
C4
9 C4
UT-1
C4
UT-2
C4
9 C4
ITEM 2A ATTACHMENT 9A
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: JAN 28, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
LOS ALTOS HILLS, CALIFORNIA
SILVER OAKS
PROJECT TEAM SITE MAP
CIVIL ENGINEER & DESIGNER
BERRY & ASSOCIATES
2149 AVY AVE.
MENLO PARK, CA 94025
1 (650) 400-9003
ARBORIST
KIELTY ARBORIST SERVICES, LLC
P.O. BOX 6187.
SAN MATEO, CA 94403
1 (650) 532-4418
PROJECT INFORMATION
ADDRESS: 10758 MORA DRIVE
ZONING: R-A
APN: 331-15-062
LOT AREA: 17,325 SF .397 ACRE
FLOOR AREA RATIO: 4.20 72,848 SF*(TOTAL BUILDING SQ. F.T) 280
EASTBROOK
MORA DR. SUNHILLS
DR.
THIS IS A "BUILDER'S REMEDY" PROJECT PER GOV. CODE
§65589.5(h)(11)(C). THE LOCAL AGENCY'S DEVELOPMENT
STANDARDS CANNOT BE USED TO DISAPPROVE OR RENDER
INFEASIBLE THIS HOUSING DEVELOPMENT PROJECT WITH 9%
OF UNITS ARE RESERVED FOR EXTREMELY-LOW INCOME
HOUSEHOLDS BEFORE THE ADDITION OF DENSITY BONUS
LAW GOV. CODE §65915
BUILDER'S REMEDY NOTE:
A2.2 ELEVATIONS
C0 COVER SHEET
C1 SITE PLAN
DRAWING INDEX
R-2
PRIMARY OCCUPANCY CLASSIFICATION:
RESIDENTIAL
A-3
S-2 PARKING GARAGE
GARAGE
TYPE OF CONSTRUCTION:
I-A
RESIDENTIAL TYPE III-A
NFPA 13 SPRINKERS
LEVEL
SUB BASEMENT
R-2.1
PODIUM /GAR
A-3 S-2
MEZZANINE
LEVEL 1
LEVEL 2
LEVEL 5/ ROOF
ACCESSORY TOTALS PER FLOOR
TOTALS
2,597
1,302
1,557 8,615 1,554
SUB BASEMENT, BASEMENT, LOWER PODIUM,
PODIUM /GARAGE, MEZZANINE
LEVEL 1-5
(5 STORIES)
CBC 510.2 PODIUM LEVEL TERMINATES AT TOP OF
PODIUM/GARAGE AND MEZZANINE
C2 EXISTING TOPOGRAPHY
C3 GRADING, DRAINAGE & UTILITY PLAN
C4 GRADING & DRAINAGE DETAILS
A1.1 BUILDING FLOOR PLANS
UNIT FLOOR PLANS
A3.1 SECTIONS
A4.1 DETAILS
B
8,901
B EXERCISE, MEDIA, LAUNDRY, MAIL, TV, DINING, LOBBY, TRASH, SITTING
RM, LEASING OFFICE, MUSIC ROOM
PROPOSED
PARKING:
VEHICLES:
BIKES:
LONG TERM 7
SHORT TERM 0
REGULAR SPACES 24 (.53/UNIT)
ACCESSIBLE SPACES 2
BASEMENT
8,615
LEVEL 3
LEVEL 4
ROOF DECKS, COVERED TERRACE, MULTIPURPOSE ROOM, CRAFT ROOM, ART ROOM 645
2,424
554
A2.1 ELEVATIONS
ACCESSORY OCCUPANCY USES:
PM-1 PARCEL MAP PAGE 1
PM-2 PARCEL MAP PAGE 2
SCOPE OF WORK
(N) 45 UNIT MULTIFAMILY RESIDENTIAL DEVELOPMENT PROJECT WITH PARKING GARAGE. THIS DRAWING SET TO INCLUDE
APPLICATION FOR AND APPROVAL OF THE FOLLOWING PERMITS
FOR THE WORK OUTLINED BELOW. SEE NOTES ON SHEETS C1 SITE PLAN & C3 GRADING & DRAINAGE PLAN.
1. ENCROACHMENT PERMIT FOR WORK IN THE RIGHT OF
WAY INCLUDING BUT NOT LIMITED TO:
A. (N)DRIVEWAY & (N) APRON
UTILITY CONNECTIONS, EXCAVATION, &
BACKFILL.
FIRE ENGINE TURNAROUND ON MORA
DRIVE
TEMPORARY CONSTRUCTION FENCING
TEMPORARY CONSTRUCTION PARKING
B.
C.
D.
E.
2. ALL REQUIRED LANDSCAPING PERMITS INCLUDING BUT
NOT LIMITED TO:
TREE REMOVAL AND REPLACEMENT, INCLUDING
HERITAGE TREES
A.
B. (N) LANDSCAPE INSTALLATION
(N) LANDSCAPE IRRIGATION SYSTEM
AND CONNECTION TO WATER MAIN
C.
3. INSTALLATION OF (N) 6' TALL SOLID REDWOOD
FENCE ALONG SITE PERIMETER AS SHOWN ON
SITE PLAN SHEET C1
4. GRADING AND DRAINAGE PERMITS
VISITOR SPACES 1
TOTAL SPACES 27 (.60/UNIT)
A5.1 OCCUPANCY & EGRESS PLANS
A5.2 CODE ANALYSIS & ALLOWABLE AREA
A1.2 BUILDING FLOOR PLANS & ROOF PLAN
UNIT FLOOR PLANS
389
R-2.1 RESIDENTIAL ASSISTED LIVING, NURSING STATION
NO. OF UNITS
RESIDENTIAL
PROPOSED LAND USES:
SQUARE FOOTAGE 72,848
45 NON RESIDENTIAL
0 0
ALL DEVELOPMENT IS IN THE RESIDENTIAL ZONING CATEGORY
827
THE EXISTING PARCEL IS BARE LAND WITH NO CURRENT USAGE. THE
PROPOSED PROJECT IS A SENIOR LIVING COMMUNITY PROVIDING HOUSING
FOR PEOPLE OF RETIREMENT AGE WHO WANT TO ENJOY THE REDUCED
MAINTENANCE AND UPKEEP AVAILABLE, AND ENJOY A COMMUNITY OF PEOPLE OF SIMILAR AGE. d,/^WZK:
dD
d^d,
&/E/d/KEK&͞h/>
ZΖ^
Z
D
z͟WZK:
dhE
Zd,
,Kh^/E'KhEd/>/dzd(GOV. CODE
§65589.5(h)(11)(C). RESIDENTIAL DEVELOPMENT PROJECT THAT HAS AT LEAST 9% OF ITS UNITS RESERVED FOR EXT-LOW INCOME HOUSEHOLDS. THE PROJECT CONSISTS OF 45 UNITS OF HOUSING WITH 3 UNITS (9%) RESERVED FOR EXTREMELY-LOW INCOME HOUSEHOLDS. THE PROJECT PROPOSES 27 PARKING SPACES. THIS PROJECT UTILIZES BONUS DENSITY LAW §65915.
PROJECT DESCRIPTION:
DEVELOPMENT AREA: 14,396 SF* 83.1 % OF LOT AREA
LOWER PODIUM 126
730
770
143
ALL PARKING TO BE "UNBUNDLED" FROM UNITS & PROVIDED
INDEPENDENTLY EXCEPT ACCESSIBLE SPACES WHICH WILL MEET ALL STATE & FEDERAL LAWS.
FEMA FLOOD ZONE: D
FLOOR AREA SQUARE FOOTAGE TABULATION:
NOTE: ALL USES ARE RESIDENTIAL OR ACCESSORY TO THE PRIMARY RESIDENTIAL USE R-2
2,554
4,950
6,163
49,624
9,438
11,041
9,648
2,441
948
C5 STORMWATER MANAGEMENT PLAN
A5.0 FIRE ACCESS PLAN
CO
COVER SHEET
C6 SOIL EROSION AND SEDIMENT CONTROL PLAN
& CONSTRUCTION OPERATION PLAN
ARTISTIC RENDERING. SEE SHEETS A2.1 & A2.2 FOR PROPOSED ELEVATIONS 2,567 SF
6,105 SF
11,184 SF
11,184 SF
5,339 SF
10,418 SF
72,848 SF
1,593 SF
10,722 SF
11,169 SF
2,567 SF
126
2,441
2,597
GEOTECHNICAL ENGINEER
STEVENS, FERRONE & BAILEY ENGINEERING COMPANY, INC.
P.O. BOX 815
CONCORD, CA 94522-0815
OWNER
FORREST LINEBARGER
151 CERVANTES ROAD
PORTOLA VALLEY, CA 94041
1 (650) 324-0688
3,976
DENSITY CALCULATIONS :
DENSITY CALCULATION PER GOV. CODE 6589.5 (h)(11)(C)
(h)(11)(C)(i)(I) 65583.2(c)(3)(B)(iv) 30 Units/Acre +50% = 45 Units/ Acre (h)(11)(C)(ii) 45 Units/Acre + 35 Units/Acre 80 Units/ Acre 10758 MORA x 80 Units/ Acre = 32 Base Units
Bonus Density Law Gov. Code 65915(f)(2)
9% Ext.-Low Inc. Units (38.75% Bonus) 32 Base Units x 9% = 3 Bonus Units 32 x 38.75% =
Total Units 32 + 13 =
Total Market Rate Units
45 45
0.397 Acre
13 Total Extremely-Low Income Units 3
FIRE PROTECTION CONSULTANT
WILDLAND RESOURCE MANAGEMENT
316 CALIFORNIA AVE #68
RENO, NV 89509
1 (510) 502-4737
ITEM 2A ATTACHMENT 9A
560 562
558
554
550
548
560
534
532
520
562
560
558
548
℄ ℄
P 568 566 564 562 560 558 556 554 552 550 548 546 544 542 540 538 536 534 532 530 528 526 524 522 520 520 520 518 516 514 512 512 514 516 518 520 522 524 528 530 532 534 536 538 540 542 544 546 548 550 552 554 556 558 560 564 566 568 526 510 508 506 506 508 510 562 516 546
538
552
528
534
538
542
550
552
554
556
564
536
526
568
556
542
540 520 522 524
530
532
522
524
526
528
530
536
540
546
544
Property Line
Concrete Pavers
Footprint of Structure
Not In Use
Setback Line
Geological Zone
Footprint of
Structure
TREE TO BE REMOVED, SEE 'TREE INVENTORY'
ON THIS SHEET. NO TREE REPLACEMENT ARE
PROVIDED. HOWEVER, SCREEN TREES ARE BE
PROVIDED AS ALLOWABLE. SEE NOTE 4
DRIVEWAY APPROACH TO BE A MAXIMUM OF
20' WIDE . THE SURFACE SHALL BE ASPHALT
FROM EDGE OF MORA DRIVE FOR A MINIMUM
OF 5' DEEP.
48" H BOLLARD LIGHTS
AC UNITS ON ROOF, TYP.
3'-11" WIDE STABILIZED DECOMPOSED
GRANITE PATH, TYP.
RETAINING WALL, TYP
INSTALL CONCRETE PAVERS FOR PATIOS AND
WALKWAYS PER GEO TECHNICAL
REQUIREMENTS.
13 1
CONCRETE CURB
Asphalt
UPPER FLOOR BUILDING OUTLINE
BUILDING ENVELOPE
ROOF OVERHANG ,EAVES & TRELLIS
1 2
3 4
6 7
9 10
11 12
13 METAL SILVER OAKS SIGN 72"W x 48"H ON 2'
HIGH POSTS (72"H TOTAL). SIGN TEXT TO
INCLUDE "SILVER OAKS 10725 MORA DRIVE,
LOS ALTOS HILLS" W/ ADDRESS LETTERS AT
LEAST 4" HIGH. TO BE ILLUMINATED BY TWO
GROUND MOUNTED LIGHTS. NUMBERS SHALL
BE IN BRONZE, ALPHABETICAL OR ARABIC.
NUMBERS SHALL BE A MIN. OF 4" HIGH WITH
A MIN. STROKE WIDTH OF 0.5". CFC SEC 505.1
CONCRETE LANDING, 36" MIN. DEPTH, SLOPE
MIN. 1/4" AWAY FROM BUILDING
14 DRIVEWAY
MORA DRIVE 25' ROW TO CENTERLINE
PROPERTY LINE 62.81'
PROPERTY LINE 62.50'
15 VISITOR PARKING, 10' x 20'
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: JAN 28, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
DEVELOPMENT CALCULATIONS
2. MFA:
3. MDA:
PROPOSED
FLOOR AREA: 70,056 sq.ft.
70,056 sq.ft.
GROSS LOT AREA: .397 ACRES
+ 7,500 sq.ft.
TOTAL MDA: 7,500 sq.ft.
PROPOSED
SQUARE FOOTAGE:
4. SQ. FT. OF CONSTRUCTION: 72,848 sq.ft.
SUB BASEMENT: 1,593 sq.ft.
BAEMENT: 2,567 sq.ft.
(MAX FLOOR AREA)
(MAX DEVELOPMENT AREA)
5. PROPOSED DEVELOPMENT AREA (MDA):
DRIVEWAY & PARKING : 703 sq.ft.
PATIO & WALKWAYS: 2,467 sq.ft.
703 sq.ft.
2,467 sq.ft.
1. LOT SIZE:
DECK: 3,888 sq.ft.
RESIDENTIAL BUILDING & DECKS*: 11,226 sq.ft. 11,226 sq.ft. 17,325 sq.ft.
5,000 sq.ft.*
7,500 sq.ft.*
GROSS CREDIT NET
14,396 sq.ft.
ZONING CATEGORY
PRIMARY DWELLING
PRIMARY DWELLING
ACCESSORY USE
(PER SECTION 10-1.502(c))
6. NEW LANDSCAPE AREA: 2,929 sq.ft.
PROPOSED DEVELOPMENT AREA: 14,396 sq.ft.
* = MEASURED ON HORIZONTAL PLANE PER SECTION 10-1.503(c) LEGEND
IDENTIFIERS
WORK NOTES
SITE PLAN
10'0' 20' 40' SCALE:
1"=20'
NORTH
PREPARED ON: 9/10/2024
280
EASTBROOK
MORA DR. SUNHILLS
DR.
VICINITY MAP
LOCATION OF
PROPERTY
CONTOUR INTERVALS: 2'
NET LOT AREA: .397 ACRES 17,325 sq.ft.
Owner Registered Civil Engineer
Forrest Linebarger
151 Cervantes Road
Portola Valley, CA 94041
Phone: (650) 324-0688
Berry & Associates
John C. Berry
785 Castro Street, Suite A
Mountain View, CA 94041
Developer same as Owner Phone: (650) 324-0688
(E) 8" SANITARY
SEWER MAIN
(E) IRON PIN
(PER SECTION 10-1.503(c))
MORA DRIVE
PROPOSED DEVEVELOPMENT AREA LEGEND
Decomposed
Granite
EXISTING STREET 20'-5"
& AIR CONDITIONING LOCATION PLAN
Eave & Roof Overhang
Sanitary Sewer
Fence
16 14
BEARING AND DISTANCES DETERMINED BY
PLAT & LEGAL DESCRIPTION DATED 8-12-06,
SEE SHEET PM-2
17 LEGEND
4B
5A
5B
5C
NEW LANDSCAPE
AREA
LEGEND
FLOOR AREA
COUNTED FOR MFA
APPROXIMATE LOCATION & DISTANCE OF
SANITARY SEWER LATERAL 18
18 E.P.
(N) APARTMENT
BUILDING
APN 331-15-062
TYP 25'-0" 50'-0" 21'-6"
1 A3.1
1 A3.1
ELEV
STAIRS
ELEV
STAIRS
11 25'-0"
2 2
10 10
10 10 10
15 17 PROPERTY LINE 280.33' PROPERTY LINE 274.06' 17
TYP 1
A2.1
3 A2.2
2 A2.1
4 A2.2
5'-0"
5'-0"
TYP
PRMY.DWELLING/GARAGE PODIUM /GARAGE: 11,169 sq.ft.
PRIMARY DWELLING LEVEL 4: 10,722
PRIMARY DWELLING LEVEL 1: 11,184
PRIMARY DWELLING MEZZANINE: 5,339
PRIMARY DWELLING LEVEL 3: 10,418
PRIMARY DWELLING LEVEL 2: 11,184
sq.ft.
sq.ft.
sq.ft.
sq.ft.
sq.ft.
2,433 sq.ft.
10,701 sq.ft.
10,172
10,687
4,887
10,687
10,687
sq.ft.
sq.ft.
sq.ft.
sq.ft.
sq.ft.
FLOOR AREA
4D
4F
4G
4H
4I
4E
4A
4B
4C4D
4E4F4G
3 AIR CONDITIONING UNIT
LOCATION, TYP.
NOT IN USE
6 NOT IN USE
935'-7 3/4" 41'-0"
1'-8" DECK & EAVE PROJECTION, TYP.
1'-8"
DECK & EAVE PROJECTION, TYP.
6 9
DECK PROJECTION
10 20'-0"
5'-0"
5J
5J
5J
5J
TYP.
5J
TYP.
SPECIES STATUS
TREE TO BE REMOVED
A
B
C
D
E
F
G
H
#
TREE INVENTORY
SEE SHEET C3 FOR SITE PLAN
FEATURES "THAT" RELATE
TO GRADING & DRAINAGE,
INCLUDING GRADING
SPECIFICATIONS &
DRAINAGE STRUCTURES.
R=28'-0"
I
J
A-24"d OAK
F-10"d OAK
E-22"d OAK
H-20"d OAK
D-20"d OAK
G-12"d OAK
I-11"d OAK
J-20"d OAK
B-10"d MAGNOLIA
C-8"d GRAPEFRUIT
(E) IRON PIN
QUERCUS AGRIFOLIA X
MAGNOLIA GRANDIFLORA
CITRUS X PARADISI
QUERCUS AGRIFOLIA
QUERCUS AGRIFOLIA
QUERCUS AGRIFOLIA
QUERCUS AGRIFOLIA
QUERCUS AGRIFOLIA
QUERCUS AGRIFOLIA
QUERCUS AGRIFOLIA
X
X
X
X
X
X
X
RESIDENTIAL FIRE
TURNAROUND PER SANTA
CLARA COUNTY FIRE
DEPARTMENT, SEE SHEET
A5.0 FIRE ACCESS PLAN 30'-0"
60'-0" 5'-0" 30'-0"
X
X
EXPAND PAVEMENT IN
EXISTING MORA DRIVE
R.O.W. AS SHOWN TO
ACCOMMODATE FIRE
ACCESS ROAD
(E) E.P.
(N) E.P.
(E) E.P.
2 2
2 2 2
2 2
2 5'-0"
PUMP
SERVICE
AREA
Concrete
K-34"d OAK
K QUERCUS AGRIFOLIA X
2 THIS IS A "BUILDER'S REMEDY" PROJECT PER GOV. CODE 65589.5(d). THE
LOCAL AGENCY'S DEVELOPMENT STANDARDS CANNOT BE USED TO
DISAPPROVE OR RENDER INFEASIBLE THIS HOUSING DEVELOPMENT PROJECT WITH 20% OF UNITS ARE RESERVED FOR LOW-INCOME HOUSEHOLDS. *BUILDER'S REMEDY NOTE:
ROOF 6,105 sq.ft.
PRIMARY DWELLING LOWER PODIUM : 2,567 sq.ft. 2,433 sq.ft. 4C 4H
1,588 sq.ft. 4A
4I
LEVEL 5 / ROOF TERRACE: 5,781 sq.ft. 4I
5C
5A
5B
5C 5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C SEE SHEET C3 FOR
INFORMATION ON
ENCROACHMENT PERMITS
AND WORK BEING DONE IN
THE RIGHT-OF-WAY
SEE SHEET C3 FOR
INFORMATION ON TRAFFIC
CONTROL, TEMPORARY
CONSTRUCTION FENCING,
STAGING, & PARKING
5C
5C
5C
INSTALL 15-GAL SCREEN TREE AS SHOWN AS
SPACE ALLOWS TYP.
9 9
4 TYP
2 6' TALL SOLID
REDWOOD FENCING,
SEE DETAIL 2/A4.1
TYP
(N) E.P.
(E) E.P.
C1
SITE PLAN
22'-7 1/2"
TYP
VENT
5J
10 UTILITY AREA
1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
a) APPLICABLE SECTIONS OF THE STATE OF CALIFORNIA DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, HEREIN REFERRED TO AS ‘CALTRANS’.
b) TOWN OF LOS ALTOS HILLS AND COUNTY OF SANTA CLARA STANDARD
SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE.
c) STANDARDS OF THE UNITED STATES DEPARTMENT OF LABOR
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, OFFICE OF
STANDARDS AND RULES OF THE STATE OF THE STATE DIVISION OF INDUSTRIAL SAFETY.
2. SEE TOWN OF LOS ALTOS HILLS STANDARD SPECIFICATIONS AND NOTES WHERE APPLICABLE FOR GENERAL NOTES NOT SHOWN.
NOISE
CONSTRUCTION NOISE: 1. DISTURBANCE COORDINATOR. PRIOR TO CONSTRUCTION ACTIVITIES, THE PROJECT APPLICANT OR CONTRACTOR SHALL DESIGNATE A “DISTURBANCE COORDINATOR” WHO WOULD BE RESPONSIBLE FOR
RESPONDING TO ANY LOCAL COMPLAINTS ABOUT CONSTRUCTION
NOISE. THE CONSTRUCTION NOISE COORDINATOR SHALL DETERMINE
THE CAUSE OF THE COMPLAINT AND SHALL REQUIRE THAT
REASONABLE MEASURES WARRANTED TO CORRECT THE PROBLEM BE IMPLEMENTED. THE TELEPHONE NUMBER FOR THE CONSTRUCTION
NOISE COORDINATOR SHALL BE CONSPICUOUSLY POSTED AT THE
CONSTRUCTION SITE.
2. LIMIT CONSTRUCTION ACTIVITY TO THE HOURS LISTED IN THE CITY NOISE ORDINANCE. (8:00 AM TO 5:30 PM MONDAY THROUGH SATURDAY, WITH NO CONSTRUCTION ALLOWED ON SUNDAYS AND PUBLIC HOLIDAYS). EXCEPTIONS TO THESE HOURS MAY BE APPROVED BY THE BUILDING OFFICIAL THOUGH THE STANDARD CITY PROCESS.
a) EQUIP INTERNAL COMBUSTION ENGINE-DRIVEN EQUIPMENT WITH
ORIGINAL FACTORY (OR EQUIVALENT) INTAKE AND EXHAUST
MUFFLERS WHICH ARE MAINTAINED IN GOOD CONDITION. b) PROHIBIT AND POST SIGNS PROHIBITING UNNECESSARY IDLING OF INTERNAL COMBUSTION ENGINES. c) LOCATE ALL STATIONARY NOISE-GENERATING EQUIPMENT SUCH AS
AIR COMPRESSORS AND PORTABLE GENERATORS AS FAR AS
PRACTICABLE FROM NOISE-SENSITIVE LAND USES. d) UTILIZE “QUIET” AIR COMPRESSORS AND OTHER STATIONARY EQUIPMENT WHERE FEASIBLE AND AVAILABLE.
CONSTRUCTION VIBRATION:
1. THE DISTURBANCE COORDINATOR SHALL REGISTER AND
INVESTIGATE CLAIMS OF EXCESSIVE VIBRATION. THE CONTACT
INFORMATION OF SUCH PERSON SHALL BE CLEARLY POSTED ON THE CONSTRUCTION SITE.
2. WHENEVER POSSIBLE, CONSTRUCTION OR EQUIPMENT ACTIVITY
GENERATING RELATIVELY HIGH LEVELS OF VIBRATION MUST NOT
OCCUR AT THE SAME TIME AND SHALL BE SPACED AS FAR APART IN TIME AS POSSIBLE FROM ONE ANOTHER. IN GENERAL, THE MOST
SEVERE ACTIVITIES MUST BE RESERVED FOR THE MIDDLE OF THE DAY (NOON). IF ACTIVITIES MUST OCCUR SIMULTANEOUSLY, THEY
SHALL BE PERFORMED AS FAR AWAY FROM ONE-ANOTHER AS
POSSIBLE WITHIN THE CONSTRUCTION ZONE.
3. ALL DELIVERIES OF MATERIAL AND EQUIPMENT MUST OCCUR
DURING DAYTIME HOURS, INCLUDING QUEUEING OF CONSTRUCTION VEHICLES OUTSIDE THE SITE. VEHICLES DELIVERING MATERIALS AND
EQUIPMENT MUST BE OPERATED IN STRICT CONFORMANCE WITH
REGULATIONS ESTABLISHED BY THE UNITED STATES DEPARTMENT OF TRANSPORTATION AND ALL STATE AND LOCAL REQUIREMENTS.
ALL MATERIALS AND EQUIPMENT MUST BE STORED ON-SITE AND
WITHIN THE CONFINES OF THE CONSTRUCTION BARRICADES.
2022 CALGREEN DEFINITIONS
EV CAPABLE SPACE: A VEHICLE SPACE WITH ELECTRICAL PANEL
SPACE AND LOAD CAPACITY TO SUPPORT A BRANCH CIRCUIT AND
NECESSARY RECEWAYS, BOTH UNDERGROUND AND/OR SURFACE
MOUNTED, TO SUPPORT EV CHARGING.
EV READY SPACE: A VEHICLE SPACE WHICH IS PROVIDED WITH A BRANCH CIRCUIT; ANY NECESSARY RACEWAYS, BOTH UNDERGROUND AND/OR SURFACE MOUNTED; TO ACCOMMODATE EV CHARGING,
TERMINATING IN A RECEPTACLE OR A CHARGER. AN EV READY CIRCUIT CAN BE A STANDARD 120 VOLT RECEPTACLE FOR PLUG-IN BY A
CHARGER TYPICALLY PROVIDED BY THE VEHICLE MANUFACTURER.
THIS CHARGERS MUCH SLOWER THAN A LEVEL 2 EVSE CHARGING
CIRCUIT WHICH RUNS AT 208/240 VOLT.
LOW POWER LEVEL 2 EV CHARGING RECEPTACLE: A 208/240 VOLT 20-AMPERE MINIMUM BRANCH CIRCUIT AND A RECEPTACLE FOR USE
BY AN EV DRIVER TO CHARGE THEIR ELECTRIC VEHICLE OR HYBRID ELECTRIC VEHICLE.
LEVEL 2 EV SUPPLY EQUIPMENT (EVSE): HE 208/240 VOLT 40-AMPERE
BRANCH CIRCUIT, AND THE ELECTRIC VEHICLE CHARGING
CONNECTORS, ATTACHMENT PLUGS, AND ALL OTHER FITTINGS,
DEVICES, POWER OUTLETS, OR APPARATUS INSTALLED SPECIFICALLY
FOR THE PURPOSE OF TRANSFERRING ENERGY BETWEEN THE
PREMISES AND THE ELECTRIC VEHICLE. NOTE THAT THERE ARE
MULTIPLE TYPES OF 240 VOLT RECEPTACLES, DEPENDING ON THE RATED AMPERAGE. THE 40 AMP RATED RECEPTACLE REQUIRED BY THE CALGREEN CODE IS A NEMA 14-50R. THIS RECEPTACLE LOOKS LIKE THIS:
DIRECT CURRENT FAST CHARGERS (DCFC): DIRECT CURRENT FAST CHARGING PROVIDES DC POWER STRAIGHT TO YOUR EV'S BATTERY.
THE AC-TO-DC CONVERSION HAPPENS IN THE CHARGING STATION BEFORE THE ELECTRONS ENTER YOUR VEHICLE. THAT'S WHY DC FAST
CHARGING IS ABLE TO PROVIDE A MUCH FASTER CHARGE THAN LEVEL 1 OR LEVEL 2 CHARGING. A DCFC CHARGER PROVIDES UP TO 10 TIMES FASTER CHARGING THAN A LEVEL 2 EVSE CHARGER. A TESLA
SUPERCHARGER IS AN EXAMPLE OF A DCFC.
2022 CALGREEN CODE RESIDENTIAL TIER 1&2
EV CHARGING REQUIREMENTS
CG A4.106.8.2.2.TIER 2 EV READY
FORTY (40) PERCENT OF THE TOTAL NUMBER OF PARKING SPACES SHALL BE EQUIPPED WITH LOW POWER LEVEL 2 EV CHARGING
RECEPTACLES. FOR MULTIFAMILY PARKING FACILITIES, NO MORE THAN
ONE RECEPTACLE IS REQUIRED PER DWELLING UNIT WHEN MORE
THAN ONE PARKING SPACE IS PROVIDED FOR USE BY A SINGLE
DWELLING UNIT.
EV CHARGERS FOR PROJECTS WITH 20 OR MORE DWELLING UNITS, SLEEPING UNITS OR GUEST ROOMS. FIFTEEN (15) PERCENT OF THE
TOTAL NUMBER OF PARKING SPACES SHALL BE EQUIPPED WITH LEVEL 2 EVSE. WHERE COMMON USE PARKING IS PROVIDED, AT LEAST ONE
EV CHARGER SHALL BE LOCATED IN THE COMMON USE PARKING AREA AND SHALL BE AVAILABLE FOR USE BY ALL RESIDENTS OR GUESTS.
WILDFIRE
STANDARD FIRE HAZARDS: 1. IN ACCORDANCE WITH THE MUNICIPAL/REGIONAL STORM WATER
PERMIT, NO FIRE SPRINKLER SYSTEM DRAIN SHALL DISCHARGE INTO ANY STORM DRAIN SYSTEM. THE SYSTEM SHALL DISCHARGE TO
EITHER A LANDSCAPE AREA LARGE ENOUGH TO CONTAIN THE
OUTFLOW, OR TO THE SANITARY SEWER BY MEANS OF AN INDIRECT CONNECTION. INDICATE THE LOCATION OF THE FIRE SPRINKLER SYSTEM DRAIN ON PLANS SUBMITTED FOR A BUILDING PERMIT.
2. 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. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. SAID NUMBERS SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED IN ALL NEW CONSTRUCTION.
THE FOLLOWING ADDITIONAL CONDITIONS SHALL APPLY TO THE
PROJECT OR SITE DEVELOPMENT PERMIT:
1. ADDRESS NUMBERS. THE APPLICANT SHALL POST TEMPORARY
ADDRESS NUMBERS ON EACH BUILDING AT THE PROJECT SITE THAT MUST BE EASILY VISIBLE FROM THE STREET OR FIRE ACCESS ROAD.
2. DEMOLITION. THE APPLICANT SHALL COMPLY WITH THE CALIFORNIA FIRE CODE CHAPTER 33 DURING ALL PHASES OF THE CONSTRUCTION OF THE PROJECT.
3. FIRE FLOW. THE APPLICANT SHALL PROVIDE FIRE FLOW
INFORMATION TO THE FIRE PLAN CHECKER, WHICH IS SUBJECT TO THE REVIEW OF THE FIRE MARSHAL OR HIS/HER DESIGNEE.
4. CODE CONFORMANCE. THE APPLICANT SHALL INDICATE ON ALL
BUILDING PERMIT PLANS THAT ALL CONSTRUCTION SHALL MEET
APPLICABLE CODE STANDARDS.
5. FIRE DEPARTMENT SUBMITTALS. THE APPLICANT SHALL SUBMIT ALL
PLANS INVOLVING FIRE SYSTEMS (INCLUDING BUT NOT LIMITED TO
FIRE SPRINKLERS, FIRE HYDRANTS, AND FIRE ALARMS) IN
CONJUNCTION WITH THE SUPERSTRUCTURE BUILDING PERMIT PLANS TO THE FIRE DEPARTMENT. THE PLANS ARE SUBJECT TO REVIEW AND APPROVAL BY THE FIRE MARSHAL OR HIS/HER DESIGNEE. 6. FIRE HYDRANTS. THE APPLICANT SHALL INSTALL THE APPROVED
NUMBER OF PUBLIC/PRIVATE FIRE HYDRANT(S) AS SHOWN ON SHEET A5.0
GENERAL NOTES
1. THERE ARE NO FEMA FLOOD PLAINS OR FLOOD HAZARD
AREAS ON THIS SITE.
SITE PLAN NOTES
2. CURRENT USE CONTAINS NO EXISTING DEVELOPMENT
AREA.
1. SCOPE OF WORK TO INCLUDE TREE REMOVAL, TREE
REPLACEMENT, LANDSCAPE INSTALLATION, IRRIGATION SYSTEM
INSTALLATION, IRRIGATION SYSTEM CONNECTION TO WATER
MAIN.
LANDSCAPE NOTES
2. LANDSCAPING TO BE INSTALLED IN ACCORDANCE TO TOWN OF LOS ALTOS HILLS LANDSCAPE DESIGN GUIDELINES PER ARTICLE 8 OF THE SITE DEVELOPMENT ORDINANCE WHERE APPLICABLE.
3. LANDSCAPING TO BE INSTALLED IN ACCORDANCE TO TOWN OF
LOS ALTOS HILLS EFFICIENT LANDSCAPE ORDINANCE (WELO)
WHERE APPLICABLE.
4. ALL TREES TO BE REMOVED AND REPLACEMENT TREES ARE
SHOWN ON THIS PLAN.
1. TRAFIC CONTROL SHALL CONFORM TO CALTRANS AND TOWN
STANDARDS WHERE APPLICABLE.
TRAFIC CONTROL NOTES
2. THE PLANS SHALL BE GENERALLY IN ACCORDANCE WITH THE
ILLUSTRATION INCLUDED IN THE MANUAL OF TRAFFIC CONTROL.
3. A DETAILED TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A
CALIFORNIA LICENSED TRAFFIC ENGINEER OR CIVIL ENGINEER WITH
ADEQUATE EXPERIENCES AND SUBMITTED TO THE ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION.
4. SEE TOWN OF LOS ALTOS HILLS STANDARD SPECIFICATIONS AND NOTES FOR TRAFFIC CONTROL NOTES WHERE APPLICABLE.
1. INSTALL (N) 6' TALL SOLID REDWOOD FENCING AS SHOWN ON THIS PLAN, SEE DETAIL 2/A4.1
FENCING NOTES
2. SEE SHEET C3 FOR INFORMATION ON TEMPORARY CONSTRUCTION FENCING.
ITEM 2A ATTACHMENT 9A
SS SS SS SS
W
W
W
W
G
G
G N 00° 41' 00" E 62.50'
S 06° 24' 40" W 62.81'
S 89° 19' 00" E 280.33'
N 89° 19' 00" W 274.06'
MORA DRIVE
LOS ALTOS HILLS, CA 94024
(50' ROW)
℄
TOPOGRAPHY
MORA DRIVE, LOS ALTOS HILLS,
CA.
APN# 331-15-062
Sanitary sewer
manhole
Sewer line
(E) Overhead
electric line
utility pole
Water line
Underground
Fire hydrant electric line
Property Line
Setback Line
Easment Line
Fence Line
Footprint of Structure
Legend
(E) Contour line
GEOLOGICAL ZONE
toe of slope
Spot Elevation xxx.x
LOT 3
APN# 331-15-062
SCALE: 1"=20'
TOWN BENCHMARK USED FOR THIS MAP DATUM
8-ELEVATION 571.02 (NAVD88)
TOWN OF LOS ALTOS HILLS BENCH MARK LOCATED AT THE NORTHWESTERLY
CORNER OF THE CONCRETE STORM DRAINAGE STRUCTURE THREE FEET FROM
THE SOUTHERLY EDGE OF PAVING OF MAGDALENA AVENUE TWENTY FEET
WESTERLY OF THE EDGE OF PAVING OF CAMINO HERMOSA
CONTOURS SHOWN ARE 2' INTERVALS
ALL TREE DIMENSIONS SHOWN ARE DIAMETER INCHES,
4' ABOVE GROUND
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: FEB 10, 2022
NO. DATE REVISION
11/29/2021
2/10/2022
1 2 Revision 1
C2
EXISTING TOPOGRAPHY
ITEM 2A ATTACHMENT 9A
W W
P
G G G G G
SS SS SS SS
SS SS
5.0%
564.0'
560
563.0'
555.85' 555.0' 548.0'
563.5'
5.0% 20.0% 2.0% 5.0% 8.1%
561.5'
555.85'
570.8' 555.85'
3.0%
570.2'
563.7'
563.4' 563.1'
563.7'
WM
W W W W W
W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS VAN
LOADING
1 2 EV 3,4 5,6 7,8
24 23 22
EV 9,10 11,12 13,14 EV
EV EV EV
15 16 EV 18 19 20,21 EV
26 17
P C T
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y
SPARE
CO
CO CO
CO CO
CO
CO
CO
CO
CO
525.9'
JT JT JT JT
562
E
E
E
562.5'
561.5'
561.4' 558 554 550548 560
6.0% 8.0% 534532 520
7.3%
550.0'
548.2'
6.0% 562 560 558
4.8% 548 20"d OAK 22"d OAK 24"d OAK 20"d OAK 10"d OAK 10"d MAGNOLIA 12"d OAK11"d OAK 20"d OAK 8"d GRAPEFRUIT SS SS SS SS SS SS SS SS SS SS W
W
W
W
W
W
W
W
W
W
℄
G
G
G
G
G
G
G
G
G
G
℄
S P
N 89° 19' 00" W 274.06' N 00° 41' 00" E 62.50'
S 06° 24' 40" W 62.81'
568 566 564 562 560 558 556 554 552 550 548 546 544 542540 538 536 534 532 530 528 526 524 522 520 520
516 518 520
514
560 558 556 554 552 550 548 546 544 542 540 538 536 534 532 530 528 524522520 518516 514 512 512 564
566
568
526 510
508
506 506
508
562 510
516
34"d OAK 6.5' RAMP 8.3%
20' RAMP
8.3% 568.5'
565.7'
566.2'
565.8'
519.7'
2.0% 546 538 552 538 534 528 542564 556 554 552 550
RL RL RL RL RL RL RL RL
RL RL RL RL RL RL RL RL RL RL
AD
513.5'
512.0'
520.0'
561.5' 558.7' 556.2' 548.9' 531.4'
524.4'
8.0% 8.0% 4.8% 8.0% 4.7%
7.5% 7.8% 519.7'
557.8' 552.4' 548.7' 529.3'
519.7' 568 536 526 556542 540
516.3' 516.3'
520
522
524 530
532.3' 532541.1'
519.7'
AD AD AD AD AD AD AD AD
2.0%
AD AD AD AD AD AD AD
AD 530 528 526 524 522 536
561.7
519.6'
562.0'
541.1' 541.1' 540 546 544
25 SB
SB
E E
E
27 S
P
(N) Storage perf
pipe
(N) Rock out fall
(see detail)
(N) retaining wall
Property Line
Setback Line
Easement Line
Fence Line
Footprint of Structure
Sewer line
(E) Overhead
electric line
UTILITY POLE
(E) Grade to be altered
Altered Finished grade
Water line
Underground
electric line
FH,Fire hydrant
Solid storm drain line (
(4"Ø PVC SDR-35) TYP. U.N.O. Perforated subdrain
(4"Ø PVC SDR-35) 2% SLOPE TYP. U.N.O. Perforated Collector (E) Contour line
Trench drain (linear drain)
RL, ROOF LEADER
CONNECTION
SUB-SURFACE C/O
CONCRETE
PAVERS
STABILIZED
DECOMPOSED GRANITE
12" Ø WEEP HOLE IN
RETAINING WALL
GEOLOGICAL ZONE
GAS LINE
AD, AREA DRAIN/Clean JOINT TRENCH
out w/inlet protection.
(N) CATCH BASIN
NEW GAS METER
NEW 2" WATER
METER
NEW 200 AMP
ELECTRICAL METER
(N) SANITARY SEWER
LIFT STATION
CO, Clean out
w/inlet protection.
(N) SUMP PUMP
LIGHTWELL
WEEP HOLE
NEW SUBDRAIN
SM, Sanitary
sewer manhole
Direction of surface flow
ROUGHENED
ASPHALT
TOP OF GRADE
INVERT
LEGEND
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: JAN 28, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
SCALE: NOTE: CONTOUR INTERVAL IS 2'-0"
EDGE OF
PAVEMENT
(N) PAD MOUNT
TRANSFORMER
(E) UTILITY
POLE
(N) 6" ABS S.S. S=4.8%
(N) 4" SCH 40 PVC
DOMESTIC
(N) 4" SCH 40
PVC FIRE
GAS METERS
3 C4
8 UT-2
C4
TYP.
6 C4
6 C4
7 C4
4" S.S. FORCE MAIN
4" FM
EMOP
ELEV
STAIRS
TRASH ROOM
(N) ASPHALT
DRIVEWAY
PARKING
GARAGE
PARKING
GARAGE
11 TYP.
11 TYP.
4 C4
UP
UP
UP UP
UP
UP
1 1
1 1
4 C4
TRENCH
DRAIN
TRENCH
DRAIN
4 10
C4
EDGE OF
PAVEMENT
9 C4
5 C4
(E) SS
TG/RIM 566.1'±
INV 560.1'±
SSCO
TG/RIM 564.7'
INV 561.1'
12 TW 561.5'
BW 559.0'
TW 563.7'
BW 559.0'
ELEC
ROOM
UP UP 10
10 5
5 2
7 13
UP UP UP 5'-0" 5'-0"
17 10
C4
RIM/TG 519.6'
INV IN 512.6'
INV OUT 509.7' 15'-0"
16'-11"
TW 522.0'
BW 520.0'
TW 519.7'
BW 512.0'
TW 514.5'
BW 512.0'
TW 536.3'
BW 535.7'
TW 543.2'
BW 541.0'
TW 527.0'
BW 524.0'
TW 530.0'
BW 529.5'
TW 549.6'
BW 547.0'
TW 555.3'
BW 553.6'
TW 557.0'
BW 556.9'
TW 559.8'
BW 559.3'
TW 561.2'
BW 561.1'
TW 565.0'
BW 563.5'
TW 566.0'
BW 559.9'
TW 570.2'
BW 567.4'
TW 568.5'
BW 568.5'
TW 523.2'
BW 519.9'
TW 531.4'
BW 527.5'
TW 536.4'
BW 533.3'
TW 542.3'
BW 539.3'
TW 549.1'
BW 546.0'
TW 552.6'
BW 552.3'
TW 554.2'
BW 553.8'
TW 556.9'
BW 555.3' TW 560.5'
BW 558.8'
TW 561.5'
BW 560.4'
TW 561.6'
BW 561.4'
TW 570.2'
BW 565.2'
TW 570.8'
BW 563.7'
TYP
TYP
UP
UP UP
DN
TW 570.2'
BW 564.7'
TW 569.0'
BW 565.0'
TW 566.0'
BW 564.8'
TG 560.8'
INV 559.8'
(N) AREA DRAIN
TG 566.1'
INV 565.1'
TG 555.8'
INV 554.8'
TG 553.3'
INV 552.3'
TG 554.9'
INV 553.9'
TG 561.2'
INV 560.2'
TG 561.4'
INV 560.4'
TG 518.0'
INV 517.0'
TW 520.8'
BW 517.0'
TW 520.8'
BW 517.0'
GRADING DRAINAGE & UTILITY PLAN
EDGE OF
PAVEMENT
(E) 8" S.S.
MAIN LINE
EARTHWORK CALCS
TOTALS
TRENCHING
BUILDING
PAD
DRIVEWAY,
ACCESS ROAD
MAX. DEPTH
CUT(FT.) FILL(FT) FILL
(CUBIC YARDS)
AMOUNT
CUT
(CUBIC YARDS)
TYPE OF USE
52 1462
17'-0"
4'-0"
1,555
IMPORT
EXPORT 1,555
0 0
TOTAL
EARTHWORK
1,555
0 0
CONSTRUCTION
STAGING AREA
FIRE SPRINKLER PROTECTION SYSTEM TO
BE PROVIDED PER CALIFORNIA STATE
STANDARD DETAILS & SPECIFICATIONS
PROVIDED BY SANTA CLARA COUNTY FIRE
DEPARTMENT
Fire Protection Requirements
ROCK OUTFALL
INV 509.8'
UT-1
C4
TYP.
EXTEND PAVEMENT AS REQUIRED FOR FIRE
ACCESS ROAD, SEE C1 SITE PLAN FOR
DIMENSIONS. INSTALL PER TOWN OF LOS
ALTOS HILLS STANDARD DETAIL UT-1/C4
INSTALL NEW UTILITY
CONNECTIONS, TYP.
INSTALL PER TOWN OF LOS
ALTOS HILLS STANDARD
DETAILS, TYP.
S.S. LIFT
STATION
S=2.0% 20' MIN. 24' MIN.
1 2
3 4
5 6
7 8
9 10
GRADING & DRAINAGE WORK NOTES
(E) UTILITY POLE
ROOF LEADERS & DRAINS TO EMPTY INTO FLOW THROUGH
PLANTERS, TYP.
TWO (N) 1.5" WATER METER, PROVIDE SCHED 40 PVC 2"Ø PIPE TO NEW WATER MAIN AS SHOWN. PROVIDE (N) 2"Ø SCHED 40 PIPE
TO BUILDING AS SHOWN.
INSTALL (N) ELECT. CONDUIT PER PG&E STANDARDS & TELEPHONE CONDUIT LINES. INSTALL IN JOINT TRENCH AS SHOWN. INSTALL (N)
GAS LINE FOR SPACE HEATING, WATER HEATING, FIRE PLACE, & FIRE PIT.
LANDING, MIN 36" d. SLOPE 2% AWAY FROM BUILDING.
NEW ASPHALT FOR FIRE ACCESS ROAD & DRIVEWAY APPROACH
IN MORA DRIVE RIGHT OF WAY.
MAINTAIN 3' MIN. CLEARANCE BETWEEN UTILITY TRENCHES FOR WATER, SEWER, AND JOINT TRENCH.
CLEANOUT FOR FORCE MAIN TRANSITION TO GRAVITY SEWER
LATERAL, SEE DETAIL 3/C4, FOR LEVELS 1, PODIUM & BASEMENT.
GRAVITY SANITARY SEWER LATERAL FOR LEVELS 2 AND ABOVE.
4" FORCED MAIN SANITARY SEWER, PROVIDE MIN. 3' CLEAR
BETWEEN SEWER LINES AND WATER LINES.
4" PERF PIPE SUBDRAIN PER GEOTECH REPORT
FIGURE 2, TYP.
11 PARKING LIFT, SEE FIGURE 1.
12 GARBAGE STAGING AREA, 4" DECOMPOSED GRANITE
13 FIRE TURNAROUND PER SANTA CLARA COUNTY STANDARDS
30 ENCROACHMENT PERMIT NOTES
INSTALL RESIDENTIAL FIRE TURNAROUND PER SANTA CLARA
COUNTY FIRE DEPARTMENT, AC TO BE MIN. 4" THICK W/ MIN. 8" THICK CL 2 A.B. BASE.
0 0
41 0 N/A N/A
UT-1
C4
30 31
INSTALL UTILITY CONNECTIONS FOR GAS, WATER, SEWER,
TELEPHONE, CABLE, ELECTRIC LINES & CONDUIT, AND PAD
MOUNTED TRANSFORMERS. SAW CUT ROADWAY FOR
UTILITY CONNECTIONS, BACKFILL & REINSTALL ROADWAY
PAVING PER TOWN OF LOS ALTOS HILLS STANDARD
DETAIL UT-1/C4 TYP. REGRADE AS NECESSARY TO
CONFORM TO EXISTING AC
INSTALL ACCESSIBLE RAMP
& GALV. STEEL RAILINGS TO
PER CBC SEC 1114A
32 INSTALL 6' TEMPORARY CONSTRUCTION FENCING &
CONSTRUCTION STAGING AREA FOR THE DURATION OF
CONSTRUCTION.
31 31
33 REROUTE PEDESTRIAN & BICYCLE TRAFFIC. PEDESTRIAN
PROTECTION TO BE PROVIDED PER CBC SEC. 3306
34 REROUTE VEHICULAR TRAFFIC. TRAFFIC CONTROL TO BE
PROVIDED PER CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (CA MUTCD) - CHAPTER 6
14 CONCRETE WALKWAY, TYP. WALK TO BE A MIN. OF 36" WIDE EXCEPT AT FIRE EGRESS, WHERE IT IS TO BE A MIN 48" WIDE, TYP. 15 CONCRETE STAIRS: ALL STAIRS TO HAVE HANDRAIL OR
GAURDRAIL & MAX RISE & RUN TO MEET CBC RQMNT'S, TYP.
16 16 PLANTER BOX
14 48" MIN.
15 MORA DRIVE
32 31
CONSTRUCTION
STAGING AREA
Provide Traffic
Control
32 32
34 33
14 48" MIN.
15 17 36" DBL WALL PIPE
1B
C5
TW 525.9'
BW 516.3'
TW 541.0'
BW 525.9'
RETAINING WALL BELOW W/
BACKDRAIN, SEE SECTION
A3.1 & DETAIL 4/C4
RETAINING WALL BELOW W/
BACKDRAIN, SEE SECTION
A3.1 & DETAIL 4/C4
6 EDGE OF
PAVEMENT
TW 525.9'
BW 516.3'
TW 541.0'
BW 525.9'
TW 533.9'
BW 525.9'
TW 516.0'
BW 512.0'
TW 517.5'
BW 513.5'
1A
C5
TW 517.5'
BW 513.5'
TW 520.8'
BW 518.0'
14 14 16'-3" 9'-5" 9'-4"
5'-0"
19'-6"
TW 524.7'
BW 516.3'
TW 532.3'
TW 541.0' BW 516.3'
BW 525.9'
TW 533.4'
BW 516.3'
TW 524.1'
BW 516.3'
TW 519.7'
BW 513.5'
TW 519.7'
BW 512.0'
TW 520.8'
BW 517.0'
TW 524.3'
BW 520.0'
C3
GRADING DRAINAGE & UTILITY PLAN
4" S.S. FORCE MAIN
4" FM
UP
14 1
TW 537.5'
BW 525.9'
SWITCH BOARD
GEOLOGY AND SOILS
GEOTECHNICAL: THE PROJECT APPLICANT SHALL BE REQUIRED
TO IMPLEMENT THE RECOMMENDATIONS, INCLUDING THOSE
PERTAINING TO SITE PREPARATION AND GRADING, SPREAD
FOOTINGS, DRILLED PIERS, RETAINING WALL DESIGN, FLOOR
SLAB DESIGN, 2022 CALIFORNIA BUILDING CODE SITE CLASS AND
SEISMIC DESIGN CRITERIA, EXCAVATION AND SHORING, ASPHALT PAVEMENTS, CONCRETE PAVEMENTS AND EXTERIOR
SLABS, UTILITIES, SITE DRAINAGE, AND CONSTRUCTION
MONITORING, OF THE CURRENT, APPROVED VERSION OF THE
PROJECT-SPECIFIC GEOTECHNICAL REPORT, AND ANY
SUBSEQUENT DETAILED GEOTECHNICAL PLANS, AVAILABLE
UPON ISSUANCE OF BUILDING PERMIT(S). GRADING AND EROSION CONTROL:
1. PRIOR TO ANY GRADING OR CLEARING BEING PERFORMED
ON-SITE, THE OWNER/APPLICANT SHALL SUBMIT A GRADING
PLAN PREPARED BY A CALIFORNIA-REGISTERED CIVIL
ENGINEER IN ACCORDANCE WITH CITY GRADING ORDINANCE,
CHAPTER 9, SECTION 3 OF THE CITY CODE, WITH A GRADING
PERMIT APPLICATION, FOR APPROVAL BY THE DEPARTMENT OF
PUBLIC WORKS AND BUILDING DIVISION. THE PLAN MUST
INCORPORATE THE FOLLOWING RESTRICTIONS:
a) ALL SOILS STOCKPILED ON THE SITE DURING CONSTRUCTION
MUST BE COVERED OR OTHERWISE PROTECTED FROM WIND
AND WATER EROSION. b) DURING CONSTRUCTION, EROSION AND SEDIMENTATION
CONTROL PLANS MUST BE IMPLEMENTED TO RETAIN
SEDIMENTS ON-SITE DURING THE RAINY SEASONS.
c) SITE GRADING AND FINISHED CONSTRUCTION MUST BE
DESIGNED AND EXECUTED IN SUCH A MANNER AS TO
AVOID DIVERTING RUNOFF ONTO OTHER PROPERTIES. d) RESTRICTIONS AND RECOMMENDATION OF THE GEOLOGIC AND SOILS REPORT.
TRANSPORTATION
CONSTRUCTION TRAFFIC: PRIOR TO ISSUANCE OF A BUILDING
OR GRADING PERMIT, THE APPLICANT SHALL PREPARE A
CONSTRUCTION MANAGEMENT PLAN (CMP) FOR REVIEW AND
APPROVAL BY THE PUBLIC WORKS DEPARTMENT IN
CONSULTATION WITH THE COMMUNITY DEVELOPMENT
DEPARTMENT AND POLICE DEPARTMENT. FOR PROPERTIES
LOCATED AT OR IN CLOSE PROXIMITY TO THE CITY BORDERS, THE PLAN SHALL BE ROUTED TO ADJACENT JURISDICTIONS. THE
CMP SHALL INCLUDE A RESPONSE TO CONSTRUCTION-RELATED
CONDITIONS AND REQUIREMENTS IDENTIFIED BY REVIEWING
CITY DEPARTMENTS, AND OUTSIDE AGENCIES FOR INCLUSION IN THE PLAN. THE PLAN SHALL INCLUDE AT LEAST THE FOLLOWING ITEMS:
TRAFFIC CONTROL PLAN: ROUTES FOR
CONSTRUCTION-RELATED TRAFFIC (HAULING, DELIVERIES, WORKS, ETC.) SHALL BE IDENTIFIED. GRADING, HAULING, AND
CONSTRUCTION DELIVERY TRAFFIC SHALL BE TIMED TO AVOID
PEAK HOUR SCHOOL AND WORK COMMUTE TRAFFIC. TRAFFIC
CONTROL MEASURES SHALL BE IDENTIFIED, INCLUDING: ANY
REQUIRED DETOUR SIGNAGE, LANE CLOSURES, AND SIDEWALK
CLOSURES.
TRAINED FLAG PERSONS SHALL BE POSITIONED AT BOTH
ENDS OF BLOCKED TRAFFIC LANES TO ENSURE SAFE
MOVEMENT OF VEHICLES, AND PEDESTRIANS. THE PROPOSED
TRAFFIC CONTROL PLAN MAY REQUIRE REVIEW BY A TRAFFIC
ENGINEER, TO ENSURE AN ADEQUATE
INTERSECTION/DRIVEWAY TURNING RADIUS WOULD BE
PROVIDED FOR LARGE VEHICLES, AND/OR WHEN OTHER
LARGE PROJECTS ARE IN CONSTRUCTION AT THE SAME TIME. EMERGENCY ACCESS:
1.STREET WIDENING, IMPROVEMENTS, AND DEDICATIONS
SHALL BE IN ACCORDANCE WITH CITY STANDARDS.
2. STREETS, SIDEWALKS AND CURBS IN NEED OF REPAIR DUE
TO CONSTRUCTION ACTIVITIES WITHIN AND BORDERING THE
PROJECT SHALL BE REPAIRED AND/OR REMOVED AND
REPLACED IN ACCORDANCE WITH THE DEPARTMENT OF
PUBLIC WORKS APPROVED STANDARDS.
GENERAL NOTES
ITEM 2A ATTACHMENT 9A
4" WIDE TRENCH DRAIN SET IN CONCRETE
(DRAIN SHALL BE KLASSIKDRAIN
K100S/KS100S WITH PERFORATED BRASS
GRATE WITH CUSTOM FINISH. COORDINATE
FINISH WITH GENERAL CONTRACTOR
4"
12" MIN. WIDTH LEADER WHERE OCCURES RETAINING WALL HEIGHT PER PLANS VARIES
SEE STRUCTURAL DRAWINGS FOR
CONC. RETAINING WALL & REBAR 4" MIN
4" BELOW BOTTOM
OF SLABS
4" MIN.
PERFORATIONS
4" DIAMETER
PERFORATED PIPE
W/ PERFORATIONS
FACING DOWN. 1%
SLOPE MIN.
BOTTOM OF SLAB
3/4" OPEN GRADED
CLEAN CRUSHED
ROCK WRAPPED
W/ FILTER
WP SEAL
FILTER FABRIC
DRAIN BOARD
4" MIN
WATERPROOF
MEMBRANE
12" DEEP ON-SITE
SOIL COMPACTED
TO SEAL SURFACE
OR SLAB WHERE
OCCURES
Pump
No. Type GPM TDH RPM HP V PH Hz
P-1 NON CLOG 60
P-2 NON CLOG 60
Electrical
STATION OPERATION LEVEL
RISIING LEVEL CYCLE
WATER LEVEL
ELEVATION ACTION PUMPS IN OPERATION
LEAD PUMP TURNS "ON", FS-2 LEAD PUMP "ON"
LAG PUMP TURNS "ON", FS-3 LEAD & LAG PUMPS "ON"
PUMPS "OFF" LEVEL, FS-4 PUMPS "OFF" GRAVITY FLOW
HIGH WATER IN DITCH, FS-4 ALL PUMPS "OFF"
FALLING LEVEL CYCLE
PUMPS "ON" LEVEL, FS-4 PUMPS "ON" PUMPED DISCHARGE
DITCH FLOAT HIGH WATER. FS-5 ALL PUMPS "ON"
PUMPS "OFF" LEVEL, FS-1 ALL PUMPS "OFF" LAG PUMP
SWITCHES TO LEAD PUMP
KEYED NOTES
MARK QTY DESCRIPTION
1 2 LIBERTY PUMP M/N LE41M-2
2 2 2" BASE ELBOWS
3 2 STAINLESS STEEL LIFTING CHAIN
4 1 DUPLEX CONTROL PANEL NEMA 4X (MOUNTED
& WIRED BY CONTRACTOR)
5 4 FLOAT SWITCH
6 1 SS FLOAT HANGER
7 1 48" DIA x 12' DEEP CONCRETE WET WELL
8 1 FIBERGLASS TOP
9 1 24" DIA HATCHWAY (300 PSF)
11 1 4" GALVANIZED VENT
12 2 2" SCH 80 PVC PIPE
13 2 2" SCH 80 PVC 90° ELBOW
14 2 SS UPPER GUIDE BRACKETS
15 BALL CHECK VALVE
16 TRUE UNION BALL VALVE
17 2 36" SQ GALV STEEL BAR GRATE
18 4 SS GUIDE RAILS
19 2 3" CONDUIT
20 - REBAR AS REQ'D
22 1
36" x 36" x 3'-6" DEEP PRECAST CONCRETE
DISCHARGE STRUCTURE
23 1 6" THK DISCHARGE STRUCTURE LID
24 2 RESILIENT RUBBER BOOT
25 - ALL JOINTS MADE WATER-TIGHT w/ PLASTIC
FLEXIBLE GASKET (RAM-NEX)
26 1
NAMEPLATE INDICATING: MFG:
SMITHPUMP 254-776-0377
WWW.SMITHPUMP.COM
MODEL: LE41M-2 DATE
MANUFACTURED
27 1 REMOTE MOUNT DITCH FLOAT (MOUNTED &
WIRED BY OTHERS)
28 1
STORM INLET PIPING SEAL w/ NON-SHRINK
GROUT (BY OTHERS)
29 1 2" ELECTRICAL COUPLING
1 1
230
230
2 2
2900
2900
30 1 2" SCH 40 PVC POOL DRAIN LINE
SITE & DRAINAGE DETAILS
STABILIZED OUTFALL DETAIL
SCALE:1/2"=1'-0"
TRENCH DRAIN
NTS 6
STORM DRAIN &
SUBDRAIN CLEANOUT
NTS 5
JOINT TRENCH DETAIL
NTS 9
ALLEN BLOCK WALL
N.T.S. 10
CONC. BLOCK
UNIT
OPTIONAL
CAPSTONE
GRATE
RETAINING WALL DRAINAGE 4
NTS
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: JAN 28, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
SANITARY SEWER LIFT STATION DETAIL 3
SCALE: NOT TO SCALE
NOTES:
1. EFFLUENT FROM PODIUM 2 & BELOW TO DISCHARGE
INTO LIFT STATION.EFFLUENT FROM FLOORS ABOVE TO
GRAVITY FLOW TO STREET.
2. PROVIDE A BACKUP POWER SUPPLY CAPABLE OF
RUNNING EXPECTED FLOW OF 3 DAYS OF USE.
3. EACH PUMP IS SIZED TO HANDLE ALL DISCHARGE &
CONNECTED SO THAT FAILURE OF ONE PUMP WILL NOT
CAUSE SYSTEM FAILURE.
4. THE TANK IS SIZED TO PROVIDE AN ADDITIONAL 3 DAY
OF BACKUP. AN ALARM WILL SOUND IF THERE IS PUMP
FAILURE OR TANK HIGH WATER MARK.
5. A PLAN WILL IN PLACE ON-SITE THAT SHOULD ALL
THREE SAFETY BACKUP METERS FAIL, THE EIGHT
BATHROOMS & ALL OTHER DRAINS BELOW THE TOP
PODIUM WILL BE CLOSED UNTIL SERVICE IS RETURNED.
C4
GRADING & DRAINAGE DETAILS
EXPOSED SUBGRADE TO BE LINED W/
WOVEN GEOTEXTILE MIRAFI FW700
4" PERF 'T' OUTLET PIPE WITH
ENDS CAPPED AT EACH SIDE
LOCATED APROX. MID DEPTH
DIRECTION OF
SURFACE FLOW
3" DIA. MIN. ROCK COBBLES 6'-0" 1'-0" 1'-0"
6'-0"
DISCHARGE
PIPE, PER PLAN
3" DIA. MIN.
ROCK COBBLES
ROCK EXTENDS 1' MIN
BEYOND OUTLET PIPE,
EA. SIDE
7 ITEM 2A ATTACHMENT 9A
W
P
G G
SS SS SS SS
SS SS
5.0%
564.0'
563.0'
555.85' 555.0' 548.0'
563.5'
5.0% 20.0% 2.0% 5.0% 8.1%
561.5'
555.85'
570.8' 555.85'
3.0%
570.2'
563.7'
563.4' 563.1'
563.7'
WM
W W W W W
W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS VAN
LOADING
1 2 EV 3,4 5,6 7,8
24 23 22
EV 9,10 11,12 13,14 EV
EV EV EV
15 16 EV 18 19 20,21 EV
26 17
P C T
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y
SPARE
CO
CO CO
CO CO
CO
CO
CO
CO
CO
525.9'
JT JT JT JT
E
E
E
562.5'
561.5'
561.4' 6.0% 8.0%
7.3%
550.0'
548.2'
6.0%
4.8%
P
S 89° 19' 00" E 280.33'
N 89° 19' 00" W 274.06' N 00° 41' 00" E 62.50'
S 06° 24' 40" W 62.81' 6.5' RAMP 8.3%
20' RAMP
8.3% 568.5'
565.7'
566.2'
565.8'
519.7'
2.0%
RL RL RL RL RL RL RL RL
RL RL RL RL RL RL RL RL RL RL
AD
513.5'
512.0'
520.0'
561.5' 558.7' 556.2' 548.9' 531.4'
524.4'
8.0% 8.0% 4.8% 8.0% 4.7%
7.5% 7.8% 519.7'
557.8' 552.4' 548.7' 529.3'
519.7'
516.3' 516.3'
541.1' 532.3'
519.7'
AD AD AD AD AD AD AD AD
2.0%
AD AD AD AD AD AD AD
AD
561.7
519.6'
562.0'
541.1' 541.1'
25 E E
E
27 SCALE:
STORMWATER
MANAGEMENT PLAN
DMA 2
DMA 4 Mora Drive
1B
---
16'-11" 15'-0" 9'-5" 9'-2"
JUNCTION BOX /
CLEAN OUT W/ LID
LEGEND
STORM DRAIN
CLEAN OUT
SDCO
SD STORM DRAIN LINE
JB
AD AREA DRAIN
SDBB STORM DRAIN
BUBLER BOX
STORM DRAIN LINE
OFD OVER FLOW DRAIN
CB CATCH BASIN
DRAINAGE
MANAGEMENT
AREA
DMA XX
TREATMENT
CONTROL
AREA
TCM XX
DS DOWN SPOUT
1A FLOW THROUGH PLANTER DETAIL
SCALE: 1"=1'-0"
TREATMENT CONTROL MEASURE SUMMARY
TRERATMENT TYPE
UNLINED BIO RETENTION
DRAINAGE AREA
(SQ.FT.)
5,181
IMPERVIOUS AREA
(SQ.FT.)
PERVIOUS AREA BIO RETENSION AREA
(SQ.FT.)
317
REQUIRED (SQ.FT.) PROVIDED (SQ.FT.)
195 215
AREA
DMA 2
AREA
TCM 2
LID OR
NON LID
LID
SIZING METHOD
2c. FLOW BASED
SELF RETAINING LANDSCAPE AREA
REQUIRED (SQ.FT.) PROVIDED (SQ.FT.)
N/A N/A
OVERFLOW RISER HEIGHT
/ DEPTH OF PONDING (IN.)
6 DMA 3 TCM 3 LID 4,802 180 198
DMA 4 TCM 4 LID 1,074 40 58
2c. FLOW BASED
2c. FLOW BASED
4,864
4,504
994
298
80 N/A N/A
N/A N/A
OFF SITE TOTALS:
6 6
DMA 1 TCM 1 LID 2c. FLOW BASED 7,342 5,304 2,038 212 233 N/A N/A 6 1B UNLINED BIO RETENTION DETAIL
SCALE: 1"=1'-0"
DMA 3
DMA 1
FLOW THROUGH PLANTER
UNLINED BIO RETENTION
UNLINED BIO RETENTION
TCM 2
DETAIL 1B
TCM 1
DETAIL 1B
TCM 3
DETAIL 1B
TCM 4
DETAIL 1A
1A
--- 16'-3" 9'-4"
5'-0"
2'-6"
14'-6" 1'-5"
16'-0" 5'-8"
ON SITE TOTALS: 17,325 14,672 2,653
ON SITE AREA
ON SITE AREA
ON SITE AREA
OFF SITE AREA
1,074 994 80
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: JAN 28, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
C5
STORMWATER MANAGEMENT PLAN
2 BUBBLER DETAIL
SCALE: 1"=1'-0"
SEAL AROUND 20
MIL IMPERMEABLE
LINER 3"
PLACE 4" DIA. MIN.
APPROVED COBBLES 8"
AROUND BUBBLER &
UNDERLAY WITH FILTER
FABRIC.
BIOTREATMENT
SOIL MIX
3" COMPOSTED MULCH
ON SURFACE OF
BIOTREATMENT SOIL
PER PLAN RUNOFF ENTERS
TREATMENT MEASURE
THROUGH DRAIN PIPE
PER PLAN
POP-UP BUBBLER 1'-0" MIN.
EMITER
2 ---
2 ---
2 ---
TYP
TYP
THE EXISTING SITE SOILS CONSIST OF CLAY (TYPED) SOILS.
STORMWATER CONTROL NOTES
THE SITE STORM DRAIN RUNOFF WILL BE FILTERED BY FLOW THROUGH PLANTER AREAS OR BIO RETENTION AREAS. ALL STORM WATER DRAINS TO FLOW THROUGH PLANTERS, BIO RETENTION AREAS, OR SELF RETAINING AREAS.
2. POTENTIAL POLLUTANTS INCLUDE MOTOR VEHICLE LUBRICANTS , COOLANTS , DISC BRAKE DUST , LITTER AND DEBRIS . POLLUTANT SOURCE AREAS INCLUDE THE ASPHALT CONCRETE PARKING LOT AND DRIVE AISLES ,THE ROOF OF THE BUILDING AND THE SITE STORM DRAIN INLETS. ALL INLETS WILL BE MARKED "NO DUMPING-DRAINS TO BAY '. THE PARKING LOT SHALL BE SWEPT REGULARLY TO PREVENT HE ACCUMULATION OF LITTER AND DEBRIS.
3. 4. BIO TREATMENT AREAS SHOWN ARE SCHEMATIC AND WILL BE ADJUSTED DURING FINAL DESIGN.
BIOTREATMENT SIZING IS BASED ON THE FLOW BASED METHOD PER SCVURPPP HANDBOOK CHAPTER 5. FINAL SIZING MAY BE BASED ON EITHER THE FLOW BASED OR COMBINATION FLOW/VOLUME BASED METHOD ALLOWED IN CHAPTER 5.
5. DOWNSPOUTS WILL BE DISCONNECTED AND DISCHARGE TO FLOW THROUGH PLANTERS AT REAR OF BUILDING AS MAIN SOURCE OF TREATMENT FOR ROOF AREAS.
6. SD -10: SITE DESIGN & LANDSCAPE PLANNING
SOURCE CONTROL MEASURES IMPLEMENTED
MAXIMIZED TREES AND PLANTING WITHIN HARDSCAPE AND LANDSCAPE AREAS.
VEGETATED SLOPES FOR ALL LANDSCAPE SLOPES LESS THAN 1:5 SLOPE
1. SD -11: EFFICIENT IRRIGATION
RAIN-TRIGGERED SHUTOFF DEVICES TO PREVENT IRRIGATION AFTER PRECIPITATION.
SYSTEM DESIGNED TO SITE-SPECIFIC WATER DEMANDS AND PLANTING REQUIREMENT.
SD -13: STORM DRAIN SIGNAGE
ALL CATCH BASINS TO BE STENCILED WITH PROHIBITIVE LANGUAGE PER CITY STANDARDS.
MINIMUM IMPACT STREET OR PARKING LOT DESIGN (PARKING LOCATED UNDER BUILDING).
SITE DESIGN MEASURES IMPLEMENTED
CLUSTER STRUCTURE / PAVEMENT.
OVERFLOW
RIM 512.5'
OVERFLOW
RIM 514.0'
OVERFLOW
RIM 520.5'
OVERFLOW
RIM 562.5'
4" DIA. PERFORATED
UNDERDRAIN WITH
HOLES FACING
DOWN 1'-0" 18"
20 MIL
IMPERMEABLE
LINER
12" CLASS II
PERMEABLE ROCK
PER CAL TRANS
SPEC'S
6" CMU BLOCK W/
#4 REBAR @ 16" 9" 6"
WALL CAP
6" PONDING
PLANTS PER SCVURPPP
C.3 STORMWATER
HANDBOOK, APENDIX D
CLEAN OUT W/
CAP AT FINISH
GRADE
PLACE 4" DIA. MIN.
APPROVED
COBBLES 2"
BELOW
DOWNSPOUTS FOR
2' AND UNDERLAY
WITH FILTER
FABRIC.
TOP OF WALL 6"
ABOVE ADJACENT
SIDEWALK
PER PLAN
BLD'G AS
OCCURS
18" BIOTREATMENT SOIL
MIX PER SCVURPPP C3
STORMWATER
HANDBOOK, APPENDIX C
3" COMPOSTED MULCH
ON SURFACE OF
BIOTREATMENT SOIL
OVERFLOW DRAIN 6" ABOVE
BIOTREATMENT SOIL ELEVATION,
SEE PLAN FOR LOCATIONS &
ELEVATIONS
PER PLAN
4" DIA. PERFORATED
UNDERDRAIN WITH
HOLES FACING
DOWN 1'-0"
12" CLASS II
PERMEABLE ROCK
PER CAL TRANS
SPEC'S
6" CMU BLOCK W/
#4 REBAR @ 16" 9"
WALL CAP
6" PONDING
CLEAN OUT W/
CAP AT FINISH
GRADE
PLACE 4" DIA. MIN.
APPROVED
COBBLES 2"
BELOW
DOWNSPOUTS FOR
2' AND UNDERLAY
WITH FILTER
FABRIC.
TOP OF WALL 6"
ABOVE ADJACENT
SIDEWALK
PER PLAN
BLD'G AS
OCCURS
NATIVE SOIL, DO
NOT COMPACT 6"
18" BIOTREATMENT SOIL
MIX PER SCVURPPP C3
STORMWATER
HANDBOOK, APPENDIX C
3" COMPOSTED MULCH
ON SURFACE OF
BIOTREATMENT SOIL
OVERFLOW DRAIN 6" ABOVE
BIOTREATMENT SOIL ELEVATION,
SEE PLAN FOR LOCATIONS &
ELEVATIONS
PER PLAN
PLANTS PER SCVURPPP
C.3 STORMWATER
HANDBOOK, APENDIX D
SANITARY SEWER CONNECTION OR ACCESSIBLE CLEANOUT FOR POOL/SPA/FOUNTAIN.
OPERATIONAL BMPs:
1. ALL PLANS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY NPDES STORMWATER DISCHARGE PERMIT AND THE SANTA CLARA COUNTY PPP. THE PROJECT PLANS SHALL INCLUDE PERMANENT STORM WATER QUALITY PROTECTION MEASURES. THE PROJECT PLANS
SHALL IDENTIFY BEST MANAGEMENT PRACTICES (BMPS) APPROPRIATE TO THE USES TO BE
CONDUCTED ON-SITE TO EFFECTIVELY PROHIBIT THE DISCHARGE OF POLLUTANTS WITH STORM WATER RUN-OFF. A MAINTENANCE AND OPERATION AGREEMENT SHALL BE PREPARED BY THE APPLICANT INCORPORATING THE CONDITIONS OF THIS SECTION. 2. A MAINTENANCE PLAN FOR EVERY STORMWATER TREATMENT CONTROL, AND/OR HYDRO
MODIFICATION MEASURE OR APPLICABLE SITE DESIGN MEASURE, INCLUSIVE OF
MAINTENANCE AND INSPECTION CHECKLISTS AND MAINTENANCE INSPECTION REPORT
FORMS, SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF A GRADING PERMIT. A COPY OF THE FINAL, APPROVED MAINTENANCE PLAN(S) SHALL BE MADE A PART OF THE MAINTENANCE AGREEMENT. A COPY OF THE FINAL, APPROVED MAINTENANCE PLAN(S) SHALL ALSO BE ON FILE WITH THE PUBLIC WORKS DEPARTMENT.
3. THE DEVELOPER SHALL PROVIDE TO THE FIRST RESIDENTS/OCCUPANTS/TENANTS
PRACTICAL INFORMATION MATERIALS (AS FURNISHED BY THE CITY) ON GOOD
HOUSEKEEPING FOR HAZARDOUS PRODUCTS, PROPER USE AND DISPOSAL OF HAZARDOUS PRODUCTS, AND PROHIBITED DISCHARGE PRACTICES. 4. EFFICIENT IRRIGATION SYSTEMS SHALL BE USED THROUGHOUT ALL LANDSCAPED AREAS IN ACCORDANCE WITH THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE.
5. ALL LANDSCAPING SHALL BE MAINTAINED AND SHALL BE DESIGNED WITH EFFICIENT
IRRIGATION SYSTEMS TO REDUCE RUNOFF, PROMOTE SURFACE FILTRATION, AND MINIMIZE THE USE OF FERTILIZERS, HERBICIDES, AND PESTICIDES. 6. THE PROPERTY OWNER/ASSOCIATION SHALL IMPLEMENT A TRASH MANAGEMENT AND
LITTER CONTROL PROGRAM INCLUDING EMPTYING TRASH RECEPTACLES IN COMMON
AREAS, NOTING TRASH DISPOSAL VIOLATIONS BY HOMEOWNERS OR BUSINESS, AND NOTIFYING VIOLATORS. 7. STREETS AND PARKING LOTS MUST BE SWEPT IMMEDIATELY PRIOR TO AND ONCE DURING THE STORM SEASON. RECORDS OF STREET CLEANING SHALL BE REPORTED TO THE DEPARTMENT OF PUBLIC WORKS ON AN ANNUAL BASIS ON OR BEFORE JUNE 30 OF EACH YEAR. 8. NO WASTEWATER (INCLUDING EQUIPMENT CLEANING WASH WATER, VEHICLE WASH
WATER, COOLING WATER, AIR CONDITIONER CONDENSATE, AND FLOOR CLEANING WASH WATER) SHALL BE DISCHARGED TO THE STORM DRAIN SYSTEM, THE STREET OR GUTTER.
9. INTERIOR LEVEL PARKING GARAGE FLOOR DRAINS, AND ANY OTHER INTERIOR FLOOR
DRAINS, SHALL BE CONNECTED TO THE SANITARY SEWER SYSTEM, SUBJECT TO THE LOCAL SANITARY SEWER AGENCY'S AUTHORITY AND STANDARDS. 10. SWIMMING POOLS, HOT TUBS, SPAS, AND FOUNTAINS SHALL HAVE A CONNECTION TO
THE SANITARY SEWER, SUBJECT TO THE LOCAL SANITARY SEWER AGENCY'S AUTHORITY AND STANDARDS. THIS CONNECTION COULD BE A DRAIN IN THE POOL TO THE SANITARY
SEWER OR A CLEANOUT LOCATED CLOSE ENOUGH TO THE POOL SO THAT A HOSE CAN READILY DIRECT THE POOL DISCHARGE INTO THE SANITARY SEWER CLEANOUT.
11. BOILER DRAIN LINES, ROOF TOP EQUIPMENT WITH DRAIN LINES, AND/OR EQUIPMENT
FOR WASHING AND/OR STEAM CLEANING ACTIVITIES SHALL BE CONNECTED TO THE
SANITARY SEWER SYSTEM, SUBJECT TO THE LOCAL SANITARY SEWER AGENCY'S AUTHORITY AND STANDARDS. 12. THE DEVELOPER SHALL PROVIDE TO THE FIRST RESIDENTS/OCCUPANTS/TENANTS
PRACTICAL INFORMATION MATERIALS GOOD HOUSEKEEPING FOR HAZARDOUS
PRODUCTS, PROPER USE, AND DISPOSAL OF HAZARDOUS PRODUCTS, AND PROHIBITED DISCHARGE PRACTICES.
13. THE PROPERTY OWNER/ASSOCIATION SHALL IMPLEMENT A TRASH MANAGEMENT AND
LITTER CONTROL PROGRAM INCLUDING EMPTYING TRASH RECEPTACLES IN COMMON
AREAS, NOTING TRASH DISPOSAL VIOLATIONS BY HOMEOWNERS OR BUSINESS, AND NOTIFYING VIOLATORS. 14. OUTDOOR STORAGE AREAS FOR OILS, FUELS, SOLVENTS, COOLANTS, AND OTHER
CHEMICALS SHALL BE DESIGNED TO PROVIDE SECONDARY CONTAINMENT SUCH AS BERMS AND ROOF COVERS. PROCESS EQUIPMENT SITED OUTDOORS SHALL BE PLACED ON AN IMPERMEABLE SURFACE AND COVERED. PROPERTY OWNERS/ASSOCIATIONS
SHALL IMPLEMENT A REGULAR PROGRAM OF SWEEPING AND LITTER CONTROL AT THESE SITES.
15. FIRE SPRINKLER TEST WATER SHALL DISCHARGE TO ONSITE VEGETATED AREAS, OR,
ALTERNATIVELY SHALL BE DISCHARGED TO THE SANITARY SEWER SYSTEM, SUBJECT TO THE LOCAL SANITARY SEWER AGENCY'S AUTHORITY AND STANDARDS. 16. AIR CONDITIONING CONDENSATE SHALL DRAIN TO LANDSCAPING, OR ALTERNATIVELY
MAY BE CONNECTED TO THE SANITARY SEWER SYSTEM, SUBJECT TO THE LOCAL SANITARY SEWER AGENCY'S AUTHORITY AND STANDARDS.
GENERAL NOTES
ITEM 2A ATTACHMENT 9A
VAN
LOADING
1 2 EV 3,4 5,6 7,8
24 23 22
EV 9,10 11,12 13,14 EV
EV EV EV
15 16 EV 18 19 20,21 EV
26 17
P C T 3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y
SPARE
CO
CO CO
CO CO
CO
CO
CO
CO
CO
℄
℄
P
AD AD AD AD AD AD AD AD AD
AD AD AD AD AD AD AD AD
25 Mora Dr.
27 & CONSTRUCTION OPERATION PLAN
10'0' 20' 40' SCALE:
1"=20' NORTH
A
A
SEDIMENT ROLL DETAIL
NTS 1 SILT FENCE DETAILNTS 2
CONCRETE WASHOUT PIT DETAIL
NTS 4
biowattles
tree protection
straw bale barrier
silt fence
concrete washout
TREE PROTECTION FENCE DETAIL
NTS 3
LEGEND VARIES
10'-0"
EROSION CONTROL MEASURES SHALL CONFORM TO ABAG STANDARDS, SCC COUNTY STANDARDS AND
APPROVAL OF THE ENGINEERING DEPARTMENT
1. ALL MATERIALS NECESSARY FOR THE APPROVED EROSION CONTROL MEASURES SHALL BE ON SITE BY OCTOBER 15TH AND IN PLACE BY NOVEMBER 1ST.
2. 3. EROSION CONTROL SYSTEMS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE RAINY SEASON.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND REPAIRING EROSION CONTROL SYSTEMS AFTER EACH STORM.
4. PROJECTS MUST HAVE ALL CUT AND FILL SLOPES PROTECTED BY SEEDING AND PUNCHING THE SLOPES WITH STRAW OR HYDROSEEDING.
5. ANY AREAS OF DISTURBED SOIL SHALL BE SEEDED OR REPLANTED TO THE SATISFACTION OF THE COUNTY ENGINEER PRIOR TO NOVEMBER 1ST, OR FINAL INSPECTION, WHICHEVER IS SOONER.
6. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED BY COUNTY ENGINEERING DEPARTMENT OR BUILDING OFFICIALS.
7. PROJECT SHALL PREVENT ANY ACCUMULATION OR DEPOSIT OF DIRT, MUD, SAND, ROCKS, GRAVEL OR
DEBRIS ON THE SURFACE OF ANY STREET , ALLEY OR PUBLIC PLACE OR IN ANY PUBLIC STORM DRAIN SYSTEM.
8. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF STORM WATER POLLUTION PREVENTION DURING ALL PHASES OF CONSTRUCTION.
9. WORK AREAS THAT HAVE NOT BEEN STABILIZED PRIOR TO ONSET OF WET SEASON SHALL BE GRADED TOWARD TEMPORARY SETTLEMENT BASINS WITHIN SITE. STORM RUNOFF WATER FROM UN-STABILIZED AREAS SHALL BE DIRECTED THROUGH BIOWATTLES PRIOR TO RELEASE FROM THE SITE.
10. INSTALL SEDIMENT
ROLL, SEE DETAIL 1
INSTALL SILT FENCE,
SEE DETAIL 2
CONSTRUCTION ENTRANCE,
INSTALL 2" TO 3" CRUSHED
ROCK 4" THICK 12'-0" 4'-0"
CONSTRUCTION FENCING
CONCRETE WASHOUT,
SEE DETAIL 4
SOIL EROSION AND SEDIMENT CONTROL PLAN DUMPSTER STORAGE CONTAINER NOTE: TEMPORARY CRANE INSTALLATION TO BE ERECTED AND OPERATIONAL FOR DURATION CONSTRUCTION. 4.
LOCATION OF TEMPORARY STORAGE CONTAINERS TO ENCROACH ON TO RIGHT-OF-WAY AT MORA DR. NOT ALL LOCATIONS NOT SHOWN FOR CLARITY. 2
LOCATION OF TEMPORARY DEBRIS BOX / DUMPSTER TO BE PRESENT FOR DURATION OF CONSTRUCTION. 3
1 INSTALL TEMPORARY FENCING TO BE PRESENT FOR DURATION OF CONSTRUCTION. 3 SOIL EROSION & SEDIMENT CONTROL NOTES CONSTRUCTION OPERATION NOTES 2 1
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: JAN 28, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
C6
SOIL EROSION AND SEDIMENT CONTROL PLAN
& CONSTRUCTION OPERATION PLAN
HYDROLOGY AND WATER QUALITY
CONSTRUCTION BMPs:
1. GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY GRADING ORDINANCE, CHAPTER 9 OF THE CITY CODE. SOIL OR OTHER
CONSTRUCTION MATERIALS SHALL NOT BE STOCKPILED IN THE PUBLIC
RIGHT-OF-WAY UNLESS AN ENCROACHMENT PERMIT IS OBTAINED
FROM THE DEPARTMENT OF PUBLIC WORKS. GRADING SHALL NEITHER BE INITIATED NOR CONTINUED BETWEEN NOVEMBER 15 AND APRIL 15. GRADING SHALL BE DONE BETWEEN THE HOURS OF 8:00 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY UNLESS OTHERWISE SPECIFICALLY AUTHORIZED BY THE DIRECTOR OF PUBLIC WORKS. THE STORMWATER
POLLUTION PREVENTION PROGRAM BEST MANAGEMENT PRACTICES
(BMPS) FOR CONSTRUCTION SHALL BE IMPLEMENTED TO PROTECT WATER QUALITY. 2.THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONSTRUCTION
PERSONNEL FOLLOW STANDARD BMPS FOR STORMWATER QUALITY
PROTECTION DURING CONSTRUCTION OF PROJECT. THESE INCLUDES, BUT ARE NOT LIMITED TO, THE FOLLOWING:
a) STORE, HANDLE, AND DISPOSE OF CONSTRUCTION MATERIALS AND
WASTES PROPERLY, SO AS TO PREVENT THEIR CONTACT WITH
STORMWATER. b) CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL
POLLUTANTS, INCLUDING SOLID WASTES, PAINTS, CONCRETE,
PETROLEUM PRODUCTS, CHEMICALS, WASH WATER OR SEDIMENT,
AND NON- STORMWATER DISCHARGES TO STORM DRAINS AND
WATERCOURSES. c) USE SEDIMENT CONTROLS, FILTRATION, OR SETTLING TO REMOVE SEDIMENT FROM DEWATERING EFFLUENT. d) DO NOT CLEAN, FUEL, OR MAINTAIN VEHICLES ON-SITE, EXCEPT IN
A DESIGNATED AREA IN WHICH RUNOFF IS CONTAINED AND
TREATED. e) DELINEATE CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE
OR CRITICAL AREAS, BUFFER ZONES, TREES, AND DRAINAGE
COURSES WITH FIELD MARKERS OR FENCING. f) PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM
CONSTRUCTION IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES, MULCHING, OR OTHER MEASURES AS APPROPRIATE. g) PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER (APRIL 15 THROUGH NOVEMBER 14).
h) LIMIT AND TIME APPLICATIONS OF PESTICIDES AND FERTILIZERS TO PREVENT POLLUTED RUNOFF.
i) LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS.
j) DO NOT TRACK DIRT OR OTHER MATERIALS OFF-SITE; CLEAN OFFSITE PAVED AREAS AND SIDEWALKS USING DRY SWEEPING METHODS. IF CONSTRUCTION IS NOT COMPLETE BY THE START OF THE WET SEASON (NOVEMBER 15 THROUGH APRIL 15), PRIOR TO NOVEMBER 15 THE DEVELOPER SHALL IMPLEMENT A WINTERIZATION PROGRAM TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENTATION. AS
APPROPRIATE TO THE SITE AND STATUS OF CONSTRUCTION, DISTURBED SOILS THROUGH TEMPORARY OR PERMANENT SEEDING,
MULCHING, MATTING, TARPING OR OTHER WINTERIZATION
REQUIREMENTS SHALL INCLUDE
INSPECTING/MAINTAINING/CLEANING ALL SOIL EROSION AND
SEDIMENTATION CONTROLS PRIOR TO, DURING, AND IMMEDIATELY AFTER EACH STORM EVENT; STABILIZING PHYSICAL MEANS;
ROCKING UNPAVED VEHICLE ACCESS TO LIMIT DISPERSION OF MUD ONTO PUBLIC RIGHT-OF- WAY; COVERING/TARPING STORED
CONSTRUCTION MATERIALS, FUELS, AND OTHER CHEMICALS. PLANS
TO INCLUDE PROPOSED MEASURES TO PREVENT EROSION AND
POLLUTED RUNOFF FROM ALL SITE CONDITIONS. AS SITE
CONDITIONS WARRANT, THE DEPARTMENT OF PUBLIC WORKS MAY
DIRECT THE DEVELOPER TO IMPLEMENT ADDITIONAL
WINTERIZATION REQUIREMENTS.
GENERAL NOTES
DUST CONTROL: TO REDUCE DUST LEVELS, EXPOSED EARTH
SURFACES SHALL BE WATERED AS NECESSARY. THE APPLICATION
OF WATER MUST BE MONITORED TO PREVENT RUNOFF INTO THE
STORM DRAIN SYSTEM. SPILLAGE RESULTING FROM HAULING
OPERATIONS ALONG OR ACROSS ANY PUBLIC OR PRIVATE
PROPERTY SHALL BE REMOVED IMMEDIATELY.
a) ALL EXPOSED SURFACE (e.g.PARKING AREAS, STAGING AREAS,
SOIL PILES, GRADED AREAS, AND UNPAVED ACCESS ROADS) SHALL BE WATERED TWO TIMES PER DAY.
b) ALL HAUL TRUCKS TRANSPORTING SOIL, SAND, OR OTHER LOOSE MATERIAL OFF-SITE SHALL BE COVERED.
c) ALL VISIBLE MUD OR DIRT TRACKOUT ONTO ADJACENT PUBLIC
ROADS SHALL BE REMOVED USING WET POWER VACUUM STREET
SWEEPERS AT LEAST ONCE PER DAY. THE USE OF DRY POWER
SWEEPING IS PROHIBITED.
d) ALL VEHICLE SPEEDS ON UNPAVED ROADS SHALL BE LIMITED TO 15 mph.
e) ALL ROADWAYS, DRIVEWAYS, AND SIDEWALKS TO BE PAVED
SHALL BE COMPLETED AS SOON AS POSSIBLE. BUILDING PADS
SHALL BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESS
SEEDING OR SOIL BINDERS ARE USED.
f) ALL EXCAVATION, GRADING, AND/OR DEMOLITION ACTIVITIES SHALL BE SUSPENDED WHEN AVERAGE WIND SPEEDS EXCEED 20 mph.
g) ALL TRUCKS AND EQUIPMENT, INCLUDING THEIR TIRES, SHALL BE WASHED OFF PRIOR TO LEAVING THE SITE.
h) UNPAVED ROADS PROVIDING ACCESS TO SITES LOCATED 100 FEET OR FURTHER FROM A PAVED ROAD SHALL BE TREATED WITH A 6-TO 12-INCH LAYER OF COMPACTED LAYER OF WOOD CHIPS, MULCH,
OR GRAVEL.
i) PUBLICLY VISIBLE SIGNS SHALL BE POSTED WITH THE TELEPHONE
NUMBER AND NAME OF THE PERSON TO CONTACT ON-SITE
DISTURBANCE COORDINATOR REGADING DUST COMPLAINS.
GREENHOUSE GASES: A MINIMUM OF 50% OF THE CONSTRUCTION
WASTE GENERATED BY THIS PROJECT TO BE RECYCLED OR SALVAGED FOR USE. DOCUMENTATION TO BE PROVIDED BEFORE THE FINAL
BUILDING PERMIT INSPECTION. SAMPLE FORMS LOCATED AT
WWW.HCD.CA.GOV/CALGREEN.HTML MAY BE USED TO ASSIST IN
DOCUMENTING COMPLIANCE.
TREE PROTECTION: THE APPLICANT SHALL IMPLEMENT THE TREE
PROTECTION GUIDELINES IDENTIFIED ON THE PROJECT LANDSCAPE PLANS (DEMOLITION NOTES SHEET L-0.1).
CLEARING & GRUBBING: CLEAR AND GRUB TWO THE LIMITS OF WORK
PER SPECIFICATIONS TAKING CARE TO NOT DISTURB THE ROOT SYSTEM OF EXISTING TREES TO REMAIN.
EXISTING TREES TO REMAIN: EXISTING TREES TO REMAIN SHALL BE
PRUNED UNDER THE DIRECTION OF A CERTIFIED ARBORIST IN
ACCORDANCE WITH INTERNATIONAL SOCIETY OF ARBORICULTURAL (ISA) GUIDELINES PRIOR TO BEGINNING OF CONSTRUCTION. DURING CONSTRUCTION, FENCING SHALL BE INSTALLED.
AIR QUALITY
CONSTRUCTION AND OPERATIONAL EMISSION: 1.OFF- ROAD
EQUIPMENT GREATER THAN 50 HORSEPOWER(HP) AND OPERATING
FOR MORE THAN 20 TOTAL HOURS PER WEEK SHALL OPERATE ON AN EPA-APPROVED TIER 4 OR NEWER ENGINE.
2.TO REDUCE CONSTRUCTION-RELATED FUGITIVE DUST BY
IMPLEMENTING BAAQMD'S BASIC CONTROL MEASURES AT ALL
CONSTRUCTION AND STAGING AREAS. THE FOLLOWING MEASURES ARE BASED ON BAAQMD'S CURRENT [2017] CEQA GUIDELINES.
a) ALL HAUL TRUCKS TRANSPORTING SOIL, SAND, OR OTHER LOOSE MATERIAL OFFSITE WILL BE COVERED. b) ALL VISIBLE MUD OR DIRT TRACK-OUT ONTO ADJACENT PUBLIC
ROADS WILL BE REMOVED USING WET POWER VACUUM STREET
SWEEPERS. THE USE OF DRY POWER SWEEPING IS PROHIBITED.
c) ALL VEHICLE SPEEDS ON UNPAVED ROADS, DRIVEWAYS, OR DRIVING SURFACES SHALL BE LIMITED TO 15 MPH.
d) ALL ROADWAYS, DRIVEWAYS, AND SIDEWALKS TO BE PAVED WILL BE COMPLETED AS SOON AS POSSIBLE. BUILDING PADS WILL BE LAID AS
SOON AS POSSIBLE AFTER GRADING UNLESS SEEDING OR SOIL
BINDERS ARE USED. e) POST A PUBLICLY VISIBLE SIGN WITH THE TELEPHONE NUMBER AND
THE NAME OF THE PERSON TO CONTACT AT THE ON-SITE
DISTURBANCE COORDINATOR REGARDING DUST COMPLAINTS. THIS PERSON WILL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 48 HOURS. THE PHONE NUMBER OF THE DISTRICT WILL ALSO BE VISIBLE TO ENSURE COMPLIANCE.
f) IDLING TIMES TO BE MINIMIZED EITHER BY SHUTTING EQUIPMENT
OFF WHEN NOT IN USE OR REDUCING THE MAXIMUM IDLING TIME
TO FIVE MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXICS CONTROL MEASURE TITLE 13, SECTION 2485 OF
CALIFORNIA CODE OF REGULATIONS). CLEAR SIGNAGE MUST BE
PROVIDED FOR CONSTRUCTION WORKERS AT ALL ACCESS POINTS. g) ALL CONSTRUCTION EQUIPMENT TO BE MAINTAINED AND
PROPERLY TUNED IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS.
ITEM 2A ATTACHMENT 9A
VAN
LOADING
1 2 EV EV EV
EV EV EV
EV EV
F.F. ABOVE
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y
SPARE P C T
563.7'
563.1'
555.85'
555.85'
555.85' 555.0' 548.0' 20.0% 2.0% 8.0% 5.1%550.0'
548.2' 6.0%
561.5'
565.7'
565.8'
DN
UP
548.3'
28 29 30
570.2' 6.5' RAMP 8.3%
570.8'
3,4,5 6,7,8 9,10,11 12,13,14 15,16,17 18,19,20 21 22 23 24 25 26 27 31
UP DN
537.1'
541.1'
516.3' UP
UP DN
559.6'
12 9 6 3 18 21 24 27 30 33 36
45 48
570.8' 15
39 42
P C T
570.8'
UP DN
582.0'
P C T
582.0'
UP DN PENTHOUSE
UP
525.9' DN
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: JAN 28, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
SCALE:
1"=20' NORTH
PODIUM / GARAGE
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
TRASH ROOM
DRIVEWAY
ELEC
MPOE
ACCESSIBLE PATH OF TRAVEL
MECH
FAN
ROOM
9'-7" 10'-4"
11'-7" 9'-0" 20'-2" OVHD GATE
GARAGE
48'-10 1/2"
BASEMENT
SUB BASEMENT
EXIT
STAIR #2
EXERCISE ROOM
29'-11 1/4"
30'-10 1/4" 23'-8" 8'-0"
11" 23'-8" 25'-2"
10'-2" 39'-5 1/4" 1'-8"
29'-8" 2 1/4" 1'-8"
8'-7"
CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT CAR LIFT
PLANTERS
BICYCLE PARKING ROLL-UP DOOR
FLOOR PLAN H
FLOOR PLAN BP
FLOOR PLAN H
FLOOR PLAN BP
BUILDING PLAN
BUILDING PLAN
BUILDING PLAN
49'-7 1/4" 52'-6"
48'-8 1/4"
44" CORRIDOR 52'-6" 17'-2" 52'-6"
34'-10" 99'-6" 30'-6 3/4"
214'-4"
10'-0" 133'-0 1/4"
213'-5" 5'-0"
25'-0"
20' 40' 60'
44" CORRIDOR
MEZZANINE
BUILDING PLAN
LEVEL 1
BUILDING PLAN
47'-10" 43'-4 1/4"
47'-7 3/4" 1'-8"
2 1/4"
2 1/4"
101'-11 3/8"
101'-6 5/8"
FLOOR PLAN BR
FLOOR PLAN H
FLOOR PLAN AL
ELEVATOR
#2
EXIT
STAIR #2
FLOOR PLAN D
IDF 44" CORRIDOR
IDF
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
DRIVEWAY BELOW
LOBBY
PACKAGE ROOM
MAIL ROOM
FAN CHASE
TO ROOF
21'-9" 29'-4" 11'-8" 11'-6"
14'-7 3/4"
47'-10" 12'-10 1/4"
3'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4" 4'-6" 29'-8"1'-8" 8'-7" 29'-5 1/2"
2 1/4"
60'-8 1/4"
2 1/4" 2 1/4" 2 1/4"
2'-0"
2 1/4" 2 1/4" 52'-6"
214'-4"
213'-5"
BATH
5'-0"
FLOOR PLAN J FLOOR PLAN H
FLOOR PLAN F
FLOOR PLAN C
2 1/4"
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
21'-9"
22'-11 1/4" 18'-0 3/4" 11'-6"
14'-7 3/4"
60'-8 1/4" 30'-6"
3'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4" 9'-7" 29'-8" 8'-7" 29'-5 1/2"
2 1/4"
60'-8 1/4"
2 1/4" 2 1/4" 2 1/4"
2'-0"
2 1/4" 2 1/4"
214'-4"
213'-5"
FLOOR PLAN G
FLOOR PLAN E
FLOOR PLAN F FLOOR PLAN D
FLOOR PLAN C
2 1/4"
44" CORRIDOR
44" CORRIDOR 52'-6"
EXAM RM 1
LEVEL 2
BUILDING PLAN
DECK DECK DECK DECK
DECK DECK
DECK DECK
DECK DECK DECK
DECK DECK
DECK DECK
DECK
DECK
DECK
UP
UP
UP
UP
LOWER PODIUM
ELEVATOR
#2
EXIT
STAIR #2 23'-8" 25'-2"
8'-7" 29'-8" 23'-8" 8'-0"
FAN
ROOM
FLOOR PLAN HR
FLOOR PLAN BB
BUILDING PLAN
49'-7 1/4" 52'-6"
48'-8 1/4" 52'-6"
44" CORRIDOR
LAUNDRY
UTILITY ROOM SHELVES SHELVES
UP
JULIET BALCONY
DINING
MEDIA
JULIET BALCONY
JULIET BALCONY
WORK STATION
SUPPLY ROOM
FLOOR PLAN H
FLOOR PLAN I
FLOOR PLAN J
FLOOR PLAN L
FLOOR PLAN K
FLOOR PLAN N
FLOOR PLAN M
FLOOR PLAN P
FLOOR PLAN O
FLOOR PLAN Q
DENOTES PROPOSED LOCATION OF
BMR UNIT. SUBJECT TO CHANGE.
NOTE:
"BMR"
ELEVATOR
#2
IDF
IDF
2 1/4"
POWDER
ROOM
9'-7"
15'-8" 14'-5" 20'-10" 20'-10" 23'-8" 28'-7 3/4" 52'-6"
11"
11"
11"
11"
11"
A1.1
BUILDING FLOOR PLANS
FLOOR PLAN HR
STORAGE
10'-2"
11"
18'-2 1/4" 30'-6" 3'-8" 3'-8" 2 1/4" 1'-8"
8'-10" 23'-8" 28'-7 3/4" 52'-6" 2 1/4" 1'-8"
29'-8" 2 1/4" 9'-11 7/8" 2 1/4" 4'-6" 9'-7" 23'-8" 28'-7 3/4" 52'-6" 2 1/4" 1'-8" 2 1/4"
9'-11 7/8" 1'-8"
4'-6" 23'-8" 28'-7 3/4" 52'-6" 2 1/4" 1'-8" 23'-8" 28'-7 3/4" 52'-6" 2 1/4" 1'-8" JANITOR
STORAGE
JULIET BALCONY
DECK DECK
JULIET BALCONY
FLOOR PLAN I
EXAM RM 2 SUPPLY CABINET RECEPTION WAITING AREA
SALON
SCOPE OF WORK, PERMITS & AUTHORIZATIONS
IN ORDER TO MANAGE AND RUN THIS SENIOR RESIDENTIAL LIVING FACILITY, CERTAIN INCIDENTAL
SERVICES AND OFFERINGS ARE NECESSARY FOR ITS OPERATION AND TO SERVE ITS RESIDENTS DUE TO THE
LIMITED MOBILITY AND SPECIAL NEEDS OF SENIOR RESIDENTS, INCLUDING LOW-INCOME SENIOR RESIDENTS. THESE SERVICES AND OFFERINGS AND MUST REMAIN INCIDENTAL AND SUPPLEMENTAL TO THE PRIMARY RESIDENTIAL USAGE. THESE SERVICES AND OFFERINGS SHALL BE AVAILABLE TO RESIDENTS AND THE FACILITIES GUESTS, BUT SHALL NOT BE MADE AVAILABLE TO THE GENERAL PUBLIC. THESE SERVICES
AND OFFERINGS SHALL BE LICENSED AND PERMITTED IN PERPETUITY FOR THE LIFE OF THE FACILITY AND NOT BE SUBJECT TO CURRENT OR FUTURE LOCAL ORDINANCES AND REQUIREMENTS. NOTWITHSTANDING, ALL SUCH SERVICES AND OFFERINGS SHALL MEET ALL STATE AND FEDERAL REQUIREMENTS.
THESE SERVICES AND OFFERINGS INCLUDE:
1. NAIL & HAIR SALON, MASSAGE, CHIROPRACTIC, TRANSPORTATION, AND SIMILAR NON-MEDICAL SERVICES.
2. MEDICAL TREATMENT TO ITS RESIDENTS AND GUEST THROUGH THIRD PARTY CONTRACTORS FOR TREATMENT ON PREMISES.
3. EVENTS OF UP TO 250 PEOPLE BETWEEN THE HOURS OF 9:00AM AND 10:00PM WITH A MAXIMUM NOISE LEVEL OF 80 DECIBELS MEASURED AT GROUND LEVEL ON THE PROPERTY LINE.
4. USE STREET PARKING, REGARDLESS OF SIGNAGE, ALONG THE MORA DRIVE RIGHT-OF-WAY BUT OUTSIDE THE ROADWAY PATH OF TRAVEL, EXCEPT WHERE PARKING IS OBJECTIVELY UNSAFE:
5. SERVING AND SALE OF HOT AND COLD FOOD, BEER, WINE AND LIQUOR.
6. SELECT AND MANAGE ITS TENANTS, INCLUDING LOW-INCOME TENANTS.
7. SALE GIFTS, INCIDENTALS, AND FOOD ITEMS.
8. MANAGEMENT OF ALL INTERIOR AND EXTERIOR LIGHTING, INCLUDING WATTAGE, ORIENTATION,
HOWEVER LIGHTING SHALL BE ORIENTED TO REDUCE IMPACT ON NEIGHBORING STRUCTURES WHERE FEASIBLE.
9. NON MEDICAL CARE OF RESIDENTS, INCLUDING PHYSICAL THERAPY, RECOVERY FROM MEDICAL USES, AND IN MONITORING, BATHING OR OTHER LIFE ACTIVITIES.
THIS PLAN IS INTENDED TO CONTAIN ALL REQUIRED USE, SITE OFF-SITE AND STREET IMPROVEMENTS PERMITS REQUIRED FOR THIS PROJECT. SOME OF THESE IMPROVEMENTS MAY REQUIRE FURTHER DETAILING TO MEET HEALTH AND SAFETY STANDARDS.
ALLOWABLE AREA NOTES:
FROM THE 2022 CALIFORNIA BUILDING CODE
BUILDING AREA
GENERAL NOTES
FIRE WALLS
706.5 HORIZONTAL CONTINUITY. FIRE WALLS SHALL BE CONTINUOUS FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL EXTEND AT LEAST 18" BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS.
EXCEPTIONS
1. [NOT USED.]
2. [NOT USED]
3. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE INTERIOR SURFACE OF ON
COMBUSTIBLE EXTERIOR SHEATHING WHERE THE BUILDING ON EACH SIDE OF THE FIRE WALL IS
PROTECTED BY AN
AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. 706.5.1 EXTERIOR WALLS. WHERE THE FIRE WALL INTERSECTS EXTERIOR WALLS, THE FIRE-RESISTANCE
RATING AND OPENING PROTECTION OF THE EXTERIOR WALLS SHALL COMPLY WITH ONE OF THE FOLLOWING:
1. [NOT USED]
2. BUILDINGS OR SPACES ON BOTH SIDES OF THE INTERSECTING FIRE WALL SHALL ASSUME TO
HAVE AN IMAGINARY LOT LINE AT THE FIRE WALL AND EXTENDING BEYOND THE EXTERIOR OF THE FIRE WALL.
THE LOCATION OF THE ASSUMED LINE IN RELATION TO THE EXTERIOR WALLS AND THE FIRE WALL SHALL
BE SUCH THAT THE EXTERIOR WALL AND OPENING PROTECTION MEET THE REQUIREMENTS SET FORTH IN SECTIONS 705.5 AND 705.8. SUCH PROTECTION IS NOT REQUIRED FOR EXTERIOR WALLS TERMINATING AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO OR GREATER THAN 180 DEGREES. 706.5.2 HORIZONTAL PROJECTING ELEMENTS. FIRE WALLS SHALL
EXTEND TO THE OUTER EDGE OF HORIZONTAL PROJECTING ELEMENTS SUCH AS BALCONIES, ROOF OVERHANGS, CANOPIES, MARQUEES AND SIMILAR PROJECTIONS THAT ARE WITHIN 4 FEET OF THE FIRE WALL.
EXCEPTIONS:
1. HORIZONTAL PROJECTING ELEMENTS WITHOUT CONCEALED SPACES, PROVIDED THAT THE EXTERIOR WALL BEHIND AND BELOW THE PROJECTING ELEMENT HAS NOT LESS THAN 1-HOUR
FIRE-RESISTANCE-RATE CONSTRUCTION FOR A DISTANCE NOT LESS THAN THE DEPTH OF THE PROJECTING ELEMENT ON BOTH SIDES OF THE FIRE WALL. OPENINGS WITHIN SUCH EXTERIOR WALLS
SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
2. NONCOMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS WITH
CONCEALED SPACES, PROVIDED THAT A MINIMUM 1-HOUR FIRERESISTANCE- RATED WALL EXTENDS
THROUGH THE CONCEALED THE PROJECTING ELEMENT SHALL BE SEPARATED FROM THE BUILDING BY NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION FOR A DISTANCE ON EACH SIDE OF
THE FIRE WALL
EQUAL TO THE DEPTH OF THE PROJECTING ELEMENT. THE WALL IS NOT REQUIRED TO EXTEND UNDER THE PROJECTING ELEMENT WHERE THE BUILDING EXTERIOR WALL IS NOT LESS THAN 1-HOUR
FIRE-RESISTANCE RATED FOR A DISTANCE ON EACH SIDE OF THE FIRE WALL EQUAL TO THE DEPTH OF THE PROJECTING ELEMENT.
OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
3. FOR COMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS WITH CONCEALED SPACES, THE FIRE WALL
NEED ONLY EXTEND THROUGH THE CONCEALED SPACE TO THE OUTER EDGES OF THE PROJECTING ELEMENTS. THE EXTERIOR WALL BEHIND AND BELOW THE PROJECTING ELEMENT SHALL BE OF NOT LESS THAN 1-HOUR FIRE-RESISTANCE RATED CONSTRUCTION FOR A DISTANCE NOT LESS THAN THE DEPTH OF THE PROJECTING ELEMENTS ON BOTH SIDES OF THE FIRE WALL. OPENINGS WITHIN SUCH EXTERIOR
WALLS SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
706.6 VERTICAL CONTINUITY. FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT AT LEAST 30" ABOVE BOTH ADJACENT ROOFS.
EXCEPTIONS:
1. STEPPED BUILDINGS IN ACCORDANCE WITH SECTION 706.6.1.
2. TWO-HOUR FIRE-RESISTANCE-RATED WALLS SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB, PROVIDED THAT:
2.1. THE LOWER ROOF ASSEMBLY WITHIN 4 FEET OF THE WALL HAS NOT LESS THAN A 1-HOUR FIRE
RESISTANCE RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING ELEMENTS FOR THE RATED ROOF ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR.
2.2. OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 4 FEET OF THE FIRE WALL.
2.3. EACH BUILDING SHALL BE PROVIDED WITH NOT LESS THAN A CLASS B ROOF COVERING.
3. WALLS SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF NONCOMBUSTIBLE ROOF
SHEATHING, DECK OR SLABS WHERE BOTH BUILDINGS ARE PROVIDED WITH NOT LESS THAN A CLASS B ROOF COVERING. OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 4 FEET OF THE FIRE WALL.
4. IN BUILDINGS OF TYPE III, IV AND V CONSTRUCTION, WALLS SHALL BE PERMITTED TO TERMINATE
AT THE UNDERSIDE OF COMBUSTIBLE ROOF SHEATHING OR DECKS, PROVIDED THAT ALL OF THE FOLLOWING REQUIREMENTS ARE MET.
4.1 ROOF OPENINGS ARENOT LESS THAN 4 FEET FROM THE FIRE WALL,
4.2 THE ROOF IS COVERED WITH A MINIMUM CLASS B ROOF COVERING.
4.3 THE ROOF SHEATHING OR DECK IS CONSTRUCTED OF FIRERETARDANT- TREATED WOOD FOR A DISTANCE OF 4 FEET ON BOTH SIDES OF THE WALL OR THE ROOF IS PROTECTED WITH 5/8" TYPE X
GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE OF THE ROOF SHEATHING OR DECK, SUPPORTED BY NOT LESS THAN 2-INCH NOMINAL LEDGERS ATTACHED TO THE SIDES OF THE ROOF FRAMING MEMBERS FOR A DISTANCE OF NOT LESS THAN 4 FEET ON BOTH SIDES OF THE FIRE WALL.
5. IN BUILDINGS DESIGNED IN ACCORDANCE WITH SECTION 510.2, FIRE WALLS LOCATED ABOVE THE 3-HOUR HORIZONTAL ASSEMBLY REQUIRED BY SECTION 510.2, ITEM 1 SHALL BE PERMITTED TO EXTEND FROM THE TOP OF THIS HORIZONTAL ASSEMBLY.
BUILDINGS WITH SLOPED ROOFS IN ACCORDANCE WITH SECTION 706.6.2. 706.6.1 STEPPED BUILDINGS. WHERE A FIRE WALL SERVES AS AN EXTERIOR WALL FOR A BUILDING AND
SEPARATES BUILDINGS HAVING DIFFERENT ROOF LEVELS, SUCH WALL SHALL TERMINATE AT A POINT NOT LESS THAN 30 INCHES (762 MM) ABOVE THE LOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A HEIGHT OF 15 FEET (4572 MM) ABOVE THE LOWER ROOF IS NOT LESS THAN 1-HOUR
FIRE-RESISTANCERATED CONSTRUCTION FROM BOTH SIDES WITH OPENINGS PROTECTED BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
EXCEPTION: WHERE THE FIRE WALL TERMINATES AT THE UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB OF THE LOWER ROOF, PROVIDED THAT:
1. THE LOWER ROOF ASSEMBLY WITHIN 10 FEET (3048MM) OF THE WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING ELEMENTS FOR THE RATED ROOF ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR.
2. OPENINGS IN THE LOWER ROOF SHALL NOT BE LOCATED WITHIN 10 FEET (3048 MM) OF THE FIRE WALL.
706.8 OPENINGS. EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.5 AND SHALL NOT EXCEED 156 SQUARE FEET (15 m2). THE AGGREGATE WIDTH OF OPENINGS AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF THE WALL.
EXCEPTIONS:
1. OPENINGS ARE NOT PERMITTED IN PARTY WALLS CONSTRUCTED IN ACCORDANCE WITH SECTION 706.1.1.
2. OPENINGS SHALL NOT BE LIMITED TO 156 SQUARE FEET (15 m2) WHERE BOTH BUILDINGS ARE
EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.
706.9 PENETRATIONS. PENETRATIONS OF FIRE WALLS SHALL COMPLY WITH SECTION 714. 706.10 JOINTS. JOINTS MADE IN OR BETWEEN FIRE WALLS SHALL COMPLY WITH SECTION 715. 706.11 DUCTS AND AIR TRANSFER OPENINGS. DUCTS AND AIR TRANSFER OPENINGS SHALL NOT PENETRATE FIRE WALLS.
EXCEPTION: PENETRATIONS BY DUCTS AND AIR TRANSFER OPENINGS OF FIRE WALLS THAT ARE NOT ON
A LOT LINE SHALL BE ALLOWED PROVIDED THE PENETRATIONS COMPLY WITH SECTION THE SIZE AND AGGREGATE WIDTH OF ALL OPENINGS SHALL NOT EXCEED THE LIMITATIONS OF SECTION 706.8.
AESTHETICS
LIGHTING NOTES: ALL EXTERIOR LIGHTING SHALL EMPLOY THE USE OF CUT-OFF FIXTURES TO RESTRICT THE DIRECTION OF THE LIGHT SO AS NOT TO BE DIRECTLY VISIBLE FROM OFF-SITE.
RECREATION COURTS: NO ARTIFICIAL LIGHTING SHALL BE PERMITTED FOR TENNIS AND OTHER RECREATION COURTS.
SWIMMING POOL AND SPAS: ARTIFICIAL LIGHTING OF SWIMMING POOLS AND SPAS SHALL BE PLACED BENEATH THE SURFACE OF THE WATER IN THE POOL OR SPA TO ILLUMINATE THE WATER.
OTHER EXTERIOR LIGHTS USED TO ILLUMINATE THE SURROUNDING AREA USE THE MINIMUM NUMBER AND WATTAGE OF LIGHT WHICH WILL SAFELY ILLUMINATE THE AREA.
HIGH INTENSITY LIGHTING PROHIBITED: HIGH INTENSITY DISCHARGE LIGHTING, SUCH AS MERCURY VAPOR, HIGH- AND LOW-PRESSURE SODIUM, AND METAL HALIDE LIGHTING IS PROHIBITED.
OUTDOOR LIGHTING: OUTDOOR LIGHTING SHOULD USE THE MINIMUM NUMBER AND WATTAGE LIGHTS WHICH WILL SAFELY ILLUMINATE THE AREA. OUTDOOR LIGHT SOURCES SHALL BE SHIELDED SO AS NOT TO BE DIRECTLY VISIBLE FROM OFF-SITE.
BIOLOGICAL RESOURCES
NESTING MIGRATORY BIRDS ARE PROTECTED UNDER THE MIGRATORY BIRD TREATY ACT, AND SECTION 3503 OF THE CALIFORNIA FISH AND GAME CODE. SEVERAL SPECIES OF BATS THAT INHABIT THE BAY AREA ARE LISTED AS A CALIFORNIA SPECIES OF SPECIAL CONCERN (CSSC). TREE REMOVAL HAS THE POTENTIAL TO DISTURB NESTING MIGRATORY BIRDS AND BATS. THUS, ALL APPLICATIONS THAT INCLUDE TREE REMOVAL ARE REQUIRED TO IMPLEMENT THE FOLLOWING MEASURES AS STANDARD CONDITIONS OF PROJECT APPROVAL:
NESTING BIRDS:
1.TO MINIMIZE POTENTIAL IMPACTS ON NESTING BIRDS, THE APPLICANT SHALL AVOID CONSTRUCTION ACTIVITIES (I.E., TREE PRUNING, TREE REMOVAL, TREE PROTECTION WORK, DEMOLITION, GRADING, AND CONSTRUCTION) DURING THE ACTIVE NESTING SEASON (BETWEEN FEBRUARY 1, AND AUGUST 31). IF IT IS NOT POSSIBLE TO SCHEDULE CONSTRUCTION ACTIVITIES BETWEEN SEPTEMBER 1 AND JANUARY 31, THEN
PRE-CONSTRUCTION SURVEYS FOR NESTING BIRDS SHOULD BE CONDUCTED BY A QUALIFIED
BIOLOGIST TO ENSURE THAT NO NESTS WILL BE DISTURBED DURING PROJECT IMPLEMENTATION. THESE SURVEYS SHALL BE CONDUCTED NO MORE THAN 7 DAYS PRIOR TO THE INITIATION OF CONSTRUCTION ACTIVITIES. DURING THIS SURVEY, A QUALIFIED BIOLOGIST WILL INSPECT ALL TREES AND OTHER POTENTIAL NESTING HABITATS (E.G., TREES, SHRUBS, AND STRUCTURES) IN AND IMMEDIATELY ADJACENT TO THE IMPACT AREAS FOR NESTS. IF AN
ACTIVE NEST IS FOUND SUFFICIENTLY CLOSE TO WORK AREAS TO BE DISTURBED BY THESE
ACTIVITIES, THE BIOLOGIST WILL DETERMINE THE EXTENT OF A CONSTRUCTION-FREE BUFFER ZONE TO BE ESTABLISHED AROUND THE NEST (TYPICALLY 300 FT FOR RAPTORS AND 100 FT
FOR OTHER SPECIES, TYPICALLY RECOMMENDED BY THE CALIFORNIA DEPARTMENT OF FISH
AND WILDLIFE), TO ENSURE THAT NO NESTS OF SPECIES PROTECTED BY THE MIGRATORY BIRD
TREATY ACT AND CALIFORNIA FISH AND GAME CODE WILL BE DISTURBED DURING PROJECT IMPLEMENTATION. 2. IF CONSTRUCTION ACTIVITIES WILL NOT BE INITIATED UNTIL AFTER THE START OF THE NESTING SEASON, ALL POTENTIAL NESTING SUBSTRATES (E.G., BUSHES, TREES, GRASSES, AND OTHER
VEGETATION) THAT ARE SCHEDULED TO BE REMOVED BY THE PROJECT SHOULD BE REMOVED PRIOR TO THE START OF THE NESTING SEASON (E.G., PRIOR TO FEBRUARY 1). THIS WILL
REDUCE THE INITIATION OF NESTS IN
THE VEGETATION AND REDUCE POTENTIAL DELAYS OF THE PROJECT DUE TO THE PRESENCE OF ACTIVE NESTS WITHIN THESE SUBSTRATES. BATS:
1.A QUALIFIED BIOLOGIST SHALL VISUALLY INSPECT TREES TO BE REMOVED FOR BAT ROOSTS WITHIN 7 DAYS PRIOR TO THEIR REMOVAL. THE BIOLOGIST WILL LOOK FOR SIGNS OF BATS
INCLUDING SIGHTINGS OF LIVE OR DEAD BATS, BAT CALLS OR SQUEAKING, THE SMELL OF BATS, BAT DROPPINGS, GREASE STAINS, OR URINE STAINS AROUND OPENINGS IN TREES OR STRUCTURES, OR FLIES AROUND SUCH OPENINGS. TREES WITH MULTIPLE HOLLOWS, CREVICES, FORKED BRANCHES, WOODPECKER HOLES OR LOOSE AND FLAKING BARK HAVE THE HIGHEST CHANCE OF OCCUPATION AND SHALL BE INSPECTED THE MOST CAREFULLY. 2. IF SIGNS OF BATS ARE DETECTED, CDFW SHOULD BE CONTACTED ABOUT HOW TO PROCEED.
ECHO-LOCATION SURVEYS MAY BE NEEDED TO VERIFY THE PRESENCE OF BATS, OR AN
EXCLUSION ZONE AROUND THE OCCUPIED TREE MAY BE RECOMMENDED UNTIL BATS LEAVE THE ROOST. DUE TO RESTRICTIONS OF THE CALIFORNIA HEALTH DEPARTMENT, DIRECT CONTACT BY WORKERS WITH ANY BAT IS NOT ALLOWED. THE QUALIFIED BAT BIOLOGIST
SHALL BE CONTACTED IMMEDIATELY IF A BAT ROOST IS DISCOVERED DURING PROJECT CONSTRUCTION. CULTURAL RESOURCES
HUMAN REMAINS: IF ANY HUMAN REMAINS ARE DISCOVERED OR RECOGNIZED IN ANY
LOCATION ON A PROJECT SITE, THERE SHALL BE NO FURTHER EXCAVATION OR
DISTURBANCE OF THE SITE OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT HUMAN REMAINS UNTIL:
THE SAN MATEO COUNTY CORONER/SHERIFF HAS BEEN INFORMED AND HAS DETERMINED THAT NO INVESTIGATION OF THE CAUSE OF DEATH IS REQUIRED; AND IF THE REMAINS ARE OF NATIVE AMERICAN ORIGIN:
a) THE DESCENDANTS OF THE DECEASED NATIVE AMERICANS HAVE MADE A
RECOMMENDATION TO THE LANDOWNER OR THE PERSON RESPONSIBLE FOR THE
EXCAVATION WORK, FOR MEANS OF TREATING OR DISPOSING OF, WITH APPROPRIATE
DIGNITY, THE HUMAN REMAINS AND ANY ASSOCIATED GRAVE GOODS AS PROVIDED IN PUBLIC RESOURCES CODE SECTION 5097.98; OR
b) THE NATIVE AMERICAN HERITAGE COMMISSION WAS UNABLE TO IDENTIFY A DESCENDANT OR THE DESCENDANT FAILED TO MAKE A RECOMMENDATION WITHIN 24 HOURS AFTER BEING NOTIFIED BY THE COMMISSION. DEFENSIBLE SPACE NOTES CFC Sec. 4291: THIS PROJECT SHALL BE CONSTRUCTED AND MAINTAINED TO:
(1)(A) MAINTAIN DEFENSIBLE SPACE OF 100 FEET FROM EACH SIDE AND FROM THE FRONT AND
REAR OF THE STRUCTURE, BUT NOT BEYOND THE PROPERTY LINE, EXCEPT AS PROVIDED IN SUBPARAGRAPH (B). THE AMOUNT OF FUEL MODIFICATION NECESSARY SHALL CONSIDER THE
FLAMMABILITY OF THE STRUCTURE AS AFFECTED BY BUILDING MATERIAL, BUILDING STANDARDS, LOCATION, AND TYPE OF VEGETATION. FUELS SHALL BE MAINTAINED AND SPACED IN A CONDITION
SO THAT A WILDFIRE BURNING UNDER AVERAGE WEATHER CONDITIONS WOULD BE UNLIKELY TO IGNITE THE STRUCTURE. THIS SUBPARAGRAPH DOES NOT APPLY TO SINGLE SPECIMENS OF TREES
OR OTHER VEGETATION THAT ARE WELL-PRUNED AND MAINTAINED SO AS TO EFFECTIVELY
MANAGE FUELS AND NOT FORM A MEANS OF RAPIDLY TRANSMITTING FIRE FROM OTHER NEARBY VEGETATION OR TO INTERRUPT THE ADVANCE OF EMBERS TOWARD A STRUCTURE. THE INTENSITY OF FUELS MANAGEMENT MAY VARY WITHIN THE 100-FOOT PERIMETER OF THE STRUCTURE, WITH MORE INTENSE FUEL REDUCTIONS BEING UTILIZED BETWEEN 5 AND 30 FEET AROUND THE STRUCTURE, AND AN EMBER-RESISTANT ZONE BEING REQUIRED WITHIN 5 FEET OF STRUCTURE,
BASED ON REGULATIONS PROMULGATED BY THE BOARD, IN CONSULTATION WITH THE
DEPARTMENT, TO CONSIDER THE ELIMINATION OF MATERIALS IN THE EMBER-RESISTANT ZONE THAT WOULD LIKELY BE IGNITED BY EMBERS. CONSISTENT WITH FUELS MANAGEMENT
OBJECTIVES, STEPS SHOULD BE TAKEN TO MINIMIZE EROSION, SOIL DISTURBANCE, AND THE SPREAD OF FLAMMABLE NONNATIVE GRASSES AND WEEDS. FOR PURPOSES OF THIS SUBPARAGRAPH, "FUEL" MEANS ANY COMBUSTIBLE MATERIAL, INCLUDING PETROLEUM-BASED PRODUCTS, CULTIVATED LANDSCAPE PLANTS, GRASSES, WEEDS, AND WILDLAND VEGETATION. (2) REMOVE THAT PORTION OF A TREE THAT EXTENDS WITHIN 10 FEET OF THE OUTLET OF A CHIMNEY OR STOVEPIPE.
(3) MAINTAIN A TREE, SHRUB, OR OTHER PLANT ADJACENT TO OR OVERHANGING A BUILDING FREE OF DEAD OR DYING WOOD.
(4) MAINTAIN THE ROOF OF A STRUCTURE FREE OF LEAVES, NEEDLES, OR OTHER VEGETATIVE MATERIALS.
(5) BUILDING SHALL COMPLY WITH ALL STATE BUILDING STANDARDS, INCLUDING THOSE DESCRIBED IN SUBDIVISION (b) OF SECTION 51189 OF THE GOVERNMENT CODE. UPON COMPLETION
OF THE CONSTRUCTION OR REBUILDING, THE OWNER SHALL OBTAIN FROM THE LOCAL BUILDING
OFFICIAL, A COPY OF THE FINAL INSPECTION REPORT THAT DEMONSTRATES THAT THE DWELLING
OR STRUCTURE WAS CONSTRUCTED IN COMPLIANCE WITH ALL APPLICABLE STATE AND LOCAL BUILDING STANDARDS, INCLUDING THOSE DESCRIBED IN SUBDIVISION (b) OF SECTION 51189 OF
THE GOVERNMENT CODE, AND SHALL PROVIDE A COPY THAT INSURES THE DWELLING OR STRUCTURE.
1. THIS CONSTRUCTION DOCUMENT SET IS INCLUSIVE OF THE DRAWING SHEETS LISTED IN THE SHEET INDEX(A0.0) AND THE PROJECT MANUAL.
2. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS FOR BUILDING AND SITE PRIOR TO PROCEEDING WITH THE WORK.
3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS.
4. ALL DIMENSIONS, WHEN SHOWN IN THE ARCHITECTURAL PLANS, ARE TO FACE OF STUD, MASONRY, OR CONCRETE, OR CENTERLINE OF COMMON WALL UNLESS OTHERWISE NOTED.
5. ALL CHANGES IN FLOOR MATERIAL OCCUR AT THE CENTERLINE OF DOOR OR FRAMED OPENING UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
6. GLASS SUBJECTED TO HUMAN IMPACT SHALL BE OF SAFETY GLAZING MATERIAL ( LAMINATED, UNLESS OTHERWISE WHERE REQUIRED AND SHALL MEET LOCAL, STATE, AND FEDERAL REQUIREMENTS.
7. ANY SURVEY MONUMENTS WITH IN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
8. PRIOR TO BIDDING, THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE SITE AND
BECOME ACQUAINTED WITH ALL CONDITIONS RELATING TO THE CONSTRUCTION AND COMPLETION OF THE PROJECT AND THE EMPLOYMENT OF LABOR THEREON. BIDDERS AND THEIR SUB-CONTRACTORS SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.
9. HAZARDOUS MATERIALS: IN THE EVENT THAT HAZARDOUS MATERIALS ARE ENCOUNTERED IN THE
PREMISES DURING THE EXECUTION OF THE WORK, NOTIFY THE OWNER IMMEDIATELY AND DO NOT PROCEED UNTIL DIRECTED. FOLLOW ALL CAL OSHA REQUIREMENTS.
10. NOTES ARE AN AID TO THE CONTRACTOR IN UNDERSTANDING THE WORK AND SHOULD NOT BE CONSTRUCTED AS BEING COMPLETE IN EVERY DETAIL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
BECOME THOROUGHLY FAMILIAR WITH THE WORK, AND REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS TO THE ARCHITECT.
11. THE DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS OF CONSTRUCTION. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. WORK NOT PARTICULARLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED.
12. DO NOT SUBSTITUTE, REVISE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
13. INSTALL ALL WORK PLUMB, LEVEL SQUARE,TRUE, AND IN PROPER ALIGNMENT.
14. COORDINATE ALL WORK AS REQUIRED BY THE CONTRACT DOCUMENTS WITH THE OWNER, INCLUDING TEMPORARY STORAGE, LOADING, KEYING SYSTEMS, ETC., AND PROVIDE NECESSARY BARRICADES, SIGNS, BARRIERS, AND PROTECTION.
15. CONTRACTOR SHALL PAY SPECIFIC ATTENTION TO THE DIMENSIONS OR IMPLIED PLAN AND SECTIONAL SPATIAL RELATIONSHIPS, AND VERIFY ALL AXES AND IMPLIED SYMMETRIES BEFORE BEGINNING WORK.
16. PROVIDE AND COORDINATE LOCATION AND TYPE OF BLOCKING/ BACKING IN PARTITIONS BEHIND ALL WALL MOUNTED ITEMS. REVIEW ALL BLOCKING W/ ARCHITECT IN FIELD PRIOR TO COVERING W/ OTHER MATERIAL.
17. DETAILED AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.
BMR BMR
BMR
ITEM 2A ATTACHMENT 9A
593.2'
P C T
593.2'
UP DN PENTHOUSE
604.4'
P C T
604.4'
UP DN PENTHOUSE
615.6'
615.6'
DN
P C T
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: JAN 28, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
SCALE:
1"=20' NORTH
20' 40' 60'
IDF
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
21'-9"
22'-11 1/4" 18'-0 3/4" 11'-6"
14'-7 3/4"
60'-8 1/4" 30'-6"
3'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4"
8'-7" 42'-3 3/4"
2 1/4"
47'-10"
2 1/4" 2 1/4" 2 1/4"
2'-0"
2 1/4"
213'-10"
213'-5"
FLOOR PLAN E
FLOOR PLAN D
FLOOR PLAN B
FLOOR PLAN F
FLOOR PLAN C
2 1/4"
44" CORRIDOR 52'-6"
LEVEL 3
BUILDING PLAN
DECK DECK
DECK DECK
DECK
DECK
IDF
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
21'-9"
22'-11 1/4" 18'-6 3/4" 11'-0"
14'-7 3/4"
60'-8 1/4" 23'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4" 4'-6" 22'-9" 8'-7" 42'-3 3/4"
2 1/4"
47'-10"
2 1/4" 2 1/4" 2 1/4"
3'-0"
2 1/4" 2 1/4"
214'-4"
213'-5" 54'-2"
FLOOR PLAN E
FLOOR PLAN D
FLOOR PLAN B
FLOOR PLAN A
FLOOR PLAN F
FLOOR PLAN C
2 1/4"
44" CORRIDOR 52'-6"
LEVEL 4
BUILDING PLAN
DECK DECK DECK
DECK DECK DECK
MUSIC ROOM
BATH
DECK
16'-1"
2'-0"
BUILDING PLAN
UP
UP
EQUIPMENT ROOF
BUILDING PLAN
LEVEL 5 / ROOF TERRACE
JULIET BALCONY
30'-6 1/16"
ELEVATOR
#2
EXIT
STAIR #2
ELEVATOR
#1
EXIT
STAIR #1
21'-9"
14'-3 7/8" 15'-5" 29'-8 1/8" 33'-2 11/16" 33'-0 1/8" 4'-6" 8'-7" 14'-10 5/8"
207'-4 7/8"
207'-4 7/8" 52'-6"
DINING
14'-9 5/8" 29'-11" 9'-7" 1'-8"
89'-10 15/16"
FAN DUCTS TO GARAGE 1'-8" 48" HT. GLASS RAIL
48" HT. GLASS RAIL
DN
DOG RUN
12'6"X18'4"
PUTTING GREEN
12" HT.WALL
POWDER
ROOM
POWDER
ROOM
118'-5" 22'-0" 24'-1 3/4" 33'-6"
48"HT.PARAPET WALL 48" HT. PARAPET WALL
A.C UNITS, TYP.
123'-10 1/2" 40'-3"
133'-2 1/4"
36" HT.PARAPETWALL 36" HT.PARAPETWALL
36" HT.PARAPETWALL 36" HT.PARAPETWALL
3'-8"
SITTING
ROOM
LEASING OFFICE
ROOF TERRACE BELOW 48'-10"
FLOOR PLAN A
DECK
FLOOR PLAN G
DECK
FLOOR PLAN GR
DECK
42'-3 1/2"
22'-11 1/4" 42'-6"
8'-5"
KITCHEN
DECK BELOW
DECK REF BELOW
ROOM
PANTRY
FIRE PIT MOVABLE
FURNITURE
CANOPY WITH APPROVED COVERING HAVING A
FLAME SPREAD INDEX OF NOT GREATER THAN 25
A1.2
BUILDING FLOOR PLANS & ROOF PLAN
ELEVATOR
#2
EXIT
STAIR #2
VENT
SHAFT 1'-8"
29'-8" 2 1/4" 4'-6" 9'-7" 23'-8" 28'-7 3/4" 52'-6" 2 1/4" 1'-8" 11"
DECK
11"
9'-7" 1'-8" 4'-0"
15'-9" 6'-2"
20'-9" 13'-4" 11'-8"
5'-0" 18'-10"
POWDER
ROOM
TRASH
STORAGE
STORAGE
CAFETERIA
MULTI PURPOSE ROOM
DECK
4'-4" 3'-2" 33'-6" 4'-4" 11'-6"4'-4"
4'-4" 11'-6"
KITCHEN STORAGE PREP RM STORAGE
ROOF GARDEN
BAR
VENT STACK, TYP. 6"
VENT STACK, TYP.
14'-7 3/4"
10" 10"
8'-5" 6'-0" 1'-8" 1'-8" 1'-8"
JULIET BALCONY
20'-4 1/4" 6'-0" 52'-6"
ART ROOM
CRAFT ROOM
ITEM 2A ATTACHMENT 9A
South
568.5'
570.2'
566.2'
565.7'
landscape
561.5'
558.7'
556.2'
548.9'
8.0% SLOPE
4.8% SLOPE
8.0% SLOPE
541.1'
VENT STACK
EXIT STAIRS
VENT STACKVENT STACK
542.0'
544.0'
546.0'
548.0'
550.0'
552.0'
554.0'
556.0'
558.0'
560.0'
562.0'
564.0' 564.0' EDGE OF
PAVEMENT
540.0'
538.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0'
582.0'
584.0'
569.5' B.O. PODIUM
570.8' T.O. PODIUM
586.0'
588.0'
590.0'
592.0'
596.0'
598.0'
600.0'
602.0'
604.0'
606.0'
608.0'
610.0'
612.0'
614.0'
616.0'
618.0'
594.0'
592.0' B.O. JOISTS
593.2' T.O. SHEATHING
580.8' B.O. JOISTS
582.0' T.O. SHEATHING
603.2' B.O. JOISTS
604.4' T.O. SHEATHING
614.4' B.O. JOISTS
615.6' T.O. SHEATHING
558.3' B.O. PODIUM
559.6' T.O. PODIUM
547.1' B.O. JOISTS
548.3' T.O. SHEATHING
536.0'
534.0'
532.0'
530.0'
528.0'
526.0'
524.0'
522.0'
520.0'
518.0'
516.0'
514.0'
535.9' B.O. JOISTS
537.1' T.O. SHEATHING
524.7' B.O. SLAB
525.9' T.O. SLAB
515.1' B.O. SLAB
516.3' T.O. SLAB
629.8' T.O. PARAPET
625.6' B.O. JOISTS
626.8' T.O. SHEATHING
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
EXIT STAIRS
VENT STACKVENT STACK
542.0'
544.0'
546.0'
548.0'
550.0'
552.0'
554.0'
556.0'
558.0'
560.0'
562.0'
564.0' 564.0' EDGE OF
PAVEMENT
540.0'
538.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0'
582.0'
584.0'
569.5' B.O. PODIUM
570.8' T.O. PODIUM
586.0'
588.0'
590.0'
592.0'
596.0'
598.0'
600.0'
602.0'
604.0'
606.0'
608.0'
610.0'
612.0'
614.0'
616.0'
618.0'
594.0'
592.0' B.O. JOISTS
593.2' T.O. SHEATHING
580.8' B.O. JOISTS
582.0' T.O. SHEATHING
603.2' B.O. JOISTS
604.4' T.O. SHEATHING
614.4' B.O. JOISTS
615.6' T.O. SHEATHING
558.3' B.O. PODIUM
559.6' T.O. PODIUM
547.1' B.O. JOISTS
548.3' T.O. SHEATHING
536.0'
534.0'
532.0'
530.0'
528.0'
526.0'
524.0'
522.0'
520.0'
518.0'
516.0'
514.0'
535.9' B.O. JOISTS
537.1' T.O. SHEATHING
524.7' B.O. SLAB
525.9' T.O. SLAB
629.8' T.O. PARAPET
625.6' B.O. JOISTS
626.8' T.O. SHEATHING
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
554.8' GRADE PLANE
515.1' B.O. SLAB
516.3' T.O. SLAB
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: JAN 28, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
5'0' 10' 20' SCALE:
1"=10' 80'-1" TOTAL BUILDING HEIGHT TO FINISH GRADE59'-7" TOTAL HEIGHT TO FINISH GRADE
SOUTH ELEVATION
1 COLOR SAMPLES
SW 7666
FLEUR DE SEL
C
F
SW 7020
BLACK FOX
A
SW 6198
SENSIBLE HUE
D
CEMENTITIOUS HORIZONTAL SIDING
ARTISAN V-RUSTIC
G
HTYP
General Notes
FINISH GRADE SHALL SLOPE AWAY FROM
FOUNDATIONS AT A 5% MIN. SLOPE FOR A MIN. OF
10' 0" AT SOIL AND A MIN. OF 3' 0" AT CONCRETE.
FINISH GRADE SHOWN AT BUILDING FOR ELEVATIONS
1. 2.
SW 6431
LEAPFROG
C
F TYP
H TYP
J
A1
TYP
TYP A1
G
TYP
L
TYP
L
TYP
F TYP
C
H
C
TYP
J
TYP
GTYP
C
H
J
TYP
G
F
TYP
TYP. 2
APPROXIMATE SQUARE FOOTAGE:
THIS IS ONE BUILDING OF APPROXIMATELY 72,848 SQ.FT. 100% OF THE BUILDING IS RESIDENTIAL AND RESIDENTIAL ACCESSORY USES.
ACCESSORY USE BREAKDOWN:
1,557 sq.ft.
8,901 sq.ft.
8,615 sq.ft.
1,554 sq.ft.
NATURAL GRADE
FINISH GRADE 83'-5" 73'-5"
5'0' 10' 20' SCALE:
1"=10'
EAST ELEVATION 2 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-4" 11'-2 3/8" 11'-2 3/8" LEVEL 1
+ 0'-0"
- 11'-4"
LOWER PODIUM
- 22'-6"
LEVEL 2
+ 11'-2"
LEVEL 3
+ 22'-4"
LEVEL 4
+ 33'-7"
LEVEL 5
+ 44'-9"
+ 56'-0"
SUB BASEMENT
PODIUM / GARAGE
J
TYP
H
L
C
A1
F
TYP
C
H
F TYP
2 TYP 9'-0" 1
ROOF
+ 67'-3"
11'-2 3/8"
BASEMENT
- 33'-8" 9'-6"
K
K 84'-9" TOTAL BUILDING HEIGHT TO FINISH GRADE
R-2 (RESIDENTIAL)
A-3
B
S-2
ACCESSORY
R-2.1 (ASSISTED LIVING) 2,597 sq.ft.
49,624 sq.ft.
G
C
C C
F
TYP
C
C
F
TYP
C C C
F
TYP
Materials & Colors
NOTE: SEE COLOR SAMPLES ON THIS SHEET FOR
SAMPLE IMAGES AND COLORS
STONE CLADDING, SILVER TRAVERTINE
STEEL FASCIA , SILLS, & ACCENTS
SW 7020 BLACK FOX A
B
CEMENT PLASTER, STEEL TROWEL SMOOTH FINISH
SW 7666 FLEUR DE SEL C
STEEL ACCENT
SW 6431 LEAPFROG
F
CEMENTITIOUS HORIZONTAL SIDING
ARTISAN V-RUSTIC, OVER RAINSCREEN G
42" TALL 12MM CLEAR TEMP GLASS
GUARDRAIL. H
WINDOWS: DOUBLE PANE BLACK ALUMINUM
FRAMED
J
DOORS: STEEL DOOR
SW 7020 BLACK FOX K
CEMENT PLASTER, STEEL TROWEL SMOOTH FINISH
SW 7020 BLACK FOX A1
FABRIC AWNING OVER ALUMINUM FRAME, COLOR
TO MATCH
L A
METAL GARAGE DOOR
SW 6198 SENSIBLE HUE D
C A1
TYP
FINISH GRADE 80'-1" 7'-6" 1
TYP
H
NOTE: CBC BUILDING HEIGHTS MEASURED TO TOP OF ROOF MEMBRANE A2.1
ELEVATIONS 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-4" 11'-2 3/8" 11'-2 3/8" LEVEL 1
+ 0'-0"
- 11'-4"
LOWER PODIUM
- 22'-6"
LEVEL 2
+ 11'-2"
LEVEL 3
+ 22'-4"
LEVEL 4
+ 33'-7"
LEVEL 5
+ 44'-9"
+ 56'-0"
- 33'-8"
ROOF
+ 67'-3"
11'-2 3/8"
BASEMENT
CANOPY WITH APPROVED COVERING
HAVING A FLAME SPREAD INDEX OF NOT
GREATER THAN 25 9'-6"
- 43'-2"
SUB BASEMENT 4'-0"
TYP
G
TYP
TYP
F
TYP
- 43'-2"
G
5 TYP
4 FIRE RESISTANCE RATING FOR EXTERIOR WALLS SHALL
COMPLY WITH CBC TABLE 705.5
3. MAXIMUM AREA OF EXTERIOR WALL OPENINGS SHALL
COMPLY WITH CBC TABLE 705.8
4. 2 TYP
2 TYP
2 TYP
EXTERIOR LIGHT FIXTURE TOTAL - 97
SURFACE MOUNTED LIGHT FIXTURE - 95, SEE SHEET 3/A4.1
RECESSED SOFFIT LIGHT FIXTURE - 02, SEE SHEET 4/A4.1
ELEVATORS AND STAIRWELLS ARE EXEMPT FROM
HEIGHT REQUIREMENTS PER CBC 504.3.
ALL LIGHT SOURCES AT EXTERIOR SHALL BE FULL
CUT-OFF DARK SKY COMPLIANT. FOR SURFACE
MOUNTED LIGHT FIXTURE, SEE SHEET 3/A4.1. FOR
RECESSED SOFFIT LIGHT FIXTURE, SEE SHEET 4/A4.1
Work Notes
1 2
3 EXIT DISCHARGE PATH, 48" CLEAR WIDTH
4 ROOF MEMBRANE
5 HAND RAIL, TYP. 74'-6" LOWEST BLD'G ACCESS TO ROOF DECK A
10"
1 HOUR GLASS
3/4 HOUR
GLASS
3/4 HOUR
GLASS
MITIGATION MEASURE #3
STANDPIPE OUTLETS ADDED AT
NORTH & SOUTH EXTERIOR WALLS 10' MIN. TYP.
MITIGATION MEASURE #4
INCREASE FIRE RATING OF TYPE 1-A EXTERIOR
NON-BEARING WALL FROM 1 HOUR (REQ'D)
TO 2 HOURS, ALONG SOUTHERN WALL
ADJACENT TO FIREFIGHTER ACCESS PATH.
MITIGATION MEASURE #5
REMOVAL OF GLASS BELOW 10' FROM
FIREFIGHTER ACCESS PATH AND INCREASE
FIRE RESISTANCE OF REMAINING GLASS
NOTE: SEE FIRE ACCESS PLAN A5.0 FOR
MORE INFORMATION ON MITIGATING
MEASURES
TYP 77'-10" TOTAL BUILDING HEIGHT TO FINISH GRADE
2 TYP
10"
CANOPY WITH APPROVED COVERING
HAVING A FLAME SPREAD INDEX OF NOT
GREATER THAN 25
10" 10"
PODIUM/GARAGE
MEZZANINE
MEZZANINE
ITEM 2A ATTACHMENT 9A
556.0'
558.0'
560.0'
562.0'
564.0' 564.0' EDGE OF
PAVEMENT
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0'
582.0'
584.0'
569.5' B.O. PODIUM
570.8' T.O. PODIUM
586.0'
588.0'
590.0'
592.0'
596.0'
598.0'
600.0'
602.0'
604.0'
606.0'
608.0'
610.0'
612.0'
614.0'
616.0'
618.0'
594.0'
592.0' B.O. JOISTS
593.2' T.O. SHEATHING
580.8' B.O. JOISTS
582.0' T.O. SHEATHING
603.2' B.O. JOISTS
604.4' T.O. SHEATHING
614.4' B.O. JOISTS
615.6' T.O. SHEATHING
558.3' B.O. PODIUM
559.6' T.O. PODIUM
PLANTERS
DRIVEWAY
570.8'
563.7' 561.5'
629.8' T.O. PARAPET
625.6' B.O. JOISTS
626.8' T.O. SHEATHING
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
OPEN
TO BEYOND
542.0'
544.0'
546.0'
548.0'
550.0'
552.0'
554.0'
556.0'
558.0'
560.0'
562.0'
564.0' 564.0' EDGE OF
PAVEMENT
540.0'
538.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0'
582.0'
584.0'
569.5' B.O. PODIUM
570.8' T.O. PODIUM
586.0'
588.0'
590.0'
592.0'
596.0'
598.0'
600.0'
602.0'
604.0'
606.0'
608.0'
610.0'
612.0'
614.0'
616.0'
618.0'
594.0'
592.0' B.O. JOISTS
593.2' T.O. SHEATHING
580.8' B.O. JOISTS
582.0' T.O. SHEATHING
603.2' B.O. JOISTS
604.4' T.O. SHEATHING
614.4' B.O. JOISTS
615.6' T.O. SHEATHING
558.3' B.O. PODIUM
559.6' T.O. PODIUM
547.1' B.O. JOISTS
548.3' T.O. SHEATHING
536.0'
534.0'
532.0'
530.0'
528.0'
526.0'
524.0'
522.0'
520.0'
518.0'
516.0'
514.0'
535.9' B.O. JOISTS
537.1' T.O. SHEATHING
524.7' B.O. SLAB
525.9' T.O. SLAB
562.5'
561.4'
629.8' T.O. PARAPET
625.6' B.O. JOISTS
626.8' T.O. SHEATHING
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
7.5% SLOPE
6.0% SLOPE
8.0% SLOPE
7.3% SLOPE
541.1'
548.7'
552.4'
557.8'
515.1' B.O. SLAB
516.3' T.O. SLAB
529.3'
EXIT STAIRS
OPEN
TO BEYOND
VENT STACK
VENT STACK
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: JAN 28, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7 84'-9" TOTAL HEIGHT TO FINISH GRADE75'-0" 65'-3" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-4" 11'-2 3/8" 11'-2 3/8"
FINISH LEVEL
5'0' 10' 20' SCALE:
1"=10'
NORTH ELEVATION
3 SCALE: 5'0' 10' 20'
1"=10'
WEST ELEVATION
4 COLOR SAMPLES
SW 7666
FLEUR DE SEL
C
SW 6431
LEAPFROG
F
SW 7020
BLACK FOX
A
SW 6198
SENSIBLE HUE
D
CEMENTITIOUS HORIZONTAL SIDING
ARTISAN V-RUSTIC
G
F
C
A
H
C
F TYP
L
TYP
H
TYP
G
LEVEL 1
+ 0'-0"
- 11'-4"
BASEMENT
- 22'-6"
LEVEL 2
+ 11'-2"
LEVEL 3
+ 22'-4"
LEVEL 4
+ 33'-7"
LEVEL 5
+ 44'-9"
+ 56'-0"
- 33'-8"
PODIUM / GARAGE
G TYP
J
TYP
A1
TYP
A1
TYP
TYP
F
TYP
F
TYP 7'-6"
1 2 TYP
2 TYP
2 TYP
TYP 2 9'-0"
1 ROOF
+ 67'-3"
11'-2 3/8"
NATURAL GRADE 66'-2" TOTAL BUILDING HEIGHT TO FINISH GRADE 66'-7" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" LEVEL 1
+ 0'-0"
LEVEL 2
+ 11'-2"
LEVEL 3
+ 22'-4"
LEVEL 4
+ 33'-7"
LEVEL 5
+ 44'-9"
ROOF
+ 56'-0"
NATURAL & FINISH GRADE
B
G
L
TYP
A
C
C
D
H
TYP
J
TYP
2 TYP
+ 67'-3"
11'-2 3/8" 4'-0"
LOWER PODIUM 9'-6"
SUB BASEMENT 76'-8" 68'-0"
APPROXIMATE SQUARE FOOTAGE:
THIS IS ONE BUILDING OF APPROXIMATELY 72,848 SQ.FT. 100% OF THE BUILDING IS RESIDENTIAL AND RESIDENTIAL ACCESSORY USES.
ACCESSORY USE BREAKDOWN:
TYP K
K
TYP
Materials & Colors
NOTE: SEE COLOR SAMPLES ON THIS SHEET FOR
SAMPLE IMAGES AND COLORS
STONE CLADDING, SILVER TRAVERTINE
STEEL FASCIA , SILLS, & ACCENTS
SW 7020 BLACK FOX A
B
CEMENT PLASTER, STEEL TROWEL SMOOTH FINISH
SW 7666 FLEUR DE SEL C
STEEL ACCENT
SW 6431 LEAPFROG F
CEMENTITIOUS HORIZONTAL SIDING
ARTISAN V-RUSTIC, OVER RAINSCREEN G
42" TALL 12MM CLEAR TEMP GLASS
GUARDRAIL. H
WINDOWS: DOUBLE PANE BLACK ALUMINUM
FRAMED J
DOORS: STEEL DOOR
SW 7020 BLACK FOX K
CEMENT PLASTER, STEEL TROWEL SMOOTH FINISH
SW 7020 BLACK FOX A1
FABRIC AWNING OVER ALUMINUM FRAME, COLOR
TO MATCH L A
B
TYP F
METAL GARAGE DOOR
SW 6198 SENSIBLE HUE D
C
C
C
B
B
C
TYP F
B
B
B
C
F
H
CANOPY WITH APPROVED COVERING HAVING A
FLAME SPREAD INDEX OF NOT GREATER THAN 25
80'-3 1/2"
NOTE: CBC BUILDING HEIGHTS MEASURED TO TOP OF ROOF MEMBRANE A2.2
ELEVATIONS 74'-6" LOWEST BUILDING ACCESS TO ROOF DECK
4'-0"
3 4
TYP
G L TYP
L
J
TYP 5
General Notes
FINISH GRADE SHALL SLOPE AWAY FROM
FOUNDATIONS AT A 5% MIN. SLOPE FOR A MIN. OF
10' 0" AT SOIL AND A MIN. OF 3' 0" AT CONCRETE.
FINISH GRADE SHOWN AT BUILDING FOR ELEVATIONS
1. 2.
FIRE RESISTANCE RATING FOR EXTERIOR WALLS SHALL
COMPLY WITH CBC TABLE 705.5
3. MAXIMUM AREA OF EXTERIOR WALL OPENINGS SHALL
COMPLY WITH CBC TABLE 705.8
4. 2 TYP
EXTERIOR LIGHT FIXTURE TOTAL - 97
SURFACE MOUNTED LIGHT FIXTURE - 95, SEE SHEET 3/A4.1
RECESSED SOFFIT LIGHT FIXTURE - 02, SEE SHEET 4/A4.1
ELEVATORS AND STAIRWELLS ARE EXEMPT FROM
HEIGHT REQUIREMENTS PER CBC 504.3.
ALL LIGHT SOURCES AT EXTERIOR SHALL BE FULL
CUT-OFF DARK SKY COMPLIANT. FOR SURFACE
MOUNTED LIGHT FIXTURE, SEE SHEET 3/A4.1. FOR
RECESSED SOFFIT LIGHT FIXTURE, SEE SHEET 4/A4.1
Work Notes
1 2
3 EXIT DISCHARGE PATH, 48" CLEAR WIDTH
4 ROOF MEMBRANE
5 HAND RAIL, TYP.
MITIGATION MEASURE #3
STANDPIPE OUTLETS ADDED AT
NORTH & SOUTH EXTERIOR WALLS
3/4 HOUR
GLASS
3/4 HOUR
GLASS 10' MIN. TYP.
3/4 HOUR
GLASS
NOTE: SEE FIRE ACCESS PLAN A5.0 FOR
MORE INFORMATION ON MITIGATING
MEASURES
2 TYP
84'-3 1/2"
R-2 (RESIDENTIAL)
A-3
B
S-2
49,624 sq.ft.
1,557 sq.ft.
8,901 sq.ft.
8,615 sq.ft.
ACCESSORY 1,554 sq.ft.
R-2.1 (ASSISTED LIVING) 2,597 sq.ft.
10"
10"
10"
MEZZANINE
MEZZANINE
- 43'-2"
ITEM 2A ATTACHMENT 9A
Section
542.0'
544.0'
546.0'
548.0'
550.0'
552.0'
554.0'
556.0'
558.0'
560.0'
562.0'
564.0' 564.0' EDGE OF
PAVEMENT
540.0'
538.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0'
582.0'
584.0'
569.5' B.O. PODIUM
570.8' T.O. PODIUM
586.0'
588.0'
590.0'
592.0'
596.0'
598.0'
600.0'
602.0'
604.0'
606.0'
608.0'
610.0'
612.0'
614.0'
616.0'
618.0'
594.0'
592.0' B.O. JOISTS
593.2' T.O. SHEATHING
580.8' B.O. JOISTS
582.0' T.O. SHEATHING
603.2' B.O. JOISTS
604.4' T.O. SHEATHING
614.4' B.O. JOISTS
615.6' T.O. SHEATHING
558.3' B.O. PODIUM
559.6' T.O. PODIUM
547.1' B.O. JOISTS
548.3' T.O. SHEATHING
536.0'
534.0'
532.0'
530.0'
528.0'
526.0'
524.0'
522.0'
520.0'
518.0'
516.0'
514.0'
535.9' B.O. JOISTS
537.1' T.O. SLAB
524.7' B.O. JOISTS
525.9' T.O. SLAB
FINISH GRADE
NATURAL GRADE
NATURAL GRADE
629.8' T.O. PARAPET
625.6' B.O. JOISTS
626.8' T.O. SHEATHING
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
515.1' B.O. SLAB
516.3' T.O. SLAB
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10758 MORA DRIVE
LOS ALTOS HILLS, CA 94024
Silver Oaks Senior Community
DATE: JAN 28, 2025
NO. DATE REVISION
2/1/2023
4/10/2023
1 2 Revision 1
3 5/17/2023 Revision 2
4 8/24/2023 Revision 3
5 11/21/2023 Revision 4
6 5/5/2024 Revision 5
7 10/1/2024 Revision 6
8 1/28/2025 Revision 7
LOOKING NORTH
10'-5 5/8"
8'-3 1/2" 70'-8"
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 1
LOWER PODIUM
SUB BASEMENT
PL
EP
5%
20%
2%
5.1%
564.0'
563.0'
555.85' 555.0'
548.3'
PODIUM
11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 11'-2 3/8" 8'-0"
TRASH ROOM
5% BEYOND
TRASH PATH BEYOND 577.5' F.S.
ELEVATOR & STAIR IN
FOREGROUND 66"66"
CAR STACKER
WELL, TYP.
GARAGE
EQUIPMENT ROOF
SCALE: 5'0' 10' 20'
1"=10'
SECTION A-A
1 548.2'
548.0'
550.0' 8%
6%
LEVEL 5/ ROOF TERRACE
BASEMENT
11'-2 3/8" 15'-2" 5'-0" 7'-2" 8'-2"
524.5'
525.9'
515.1'
516.3'
RETAINING WALL W/
BACKDRAIN
RETAINING WALL W/
BACKDRAIN
4 C4
4 C4
4 C4
4 C4
FINISH GRADE AT CAR
STACKER BEYOND
FINISH GRADE
FINISH GRADE
AT DRIVEWAY
RAISED SLAB OVER
VOID AT DRIVEWAY
TOP OF STEM WALL
541.0'
TOP OF RETAINING WALL RETAINING WALL STEM WALL
525.9'
VENT SHAFT 7'-7" 6'-2"
LEVEL 5 2'-1" TYP. 8'-6"
A3.1
SECTIONS 84'-10"
STEEL POST
CANOPY WITH APPROVED COVERING HAVING A
FLAME SPREAD INDEX OF NOT GREATER THAN 25
ELEVATOR STAIR #2
FINISH GRADE
MEZZANINE
ITEM 2A ATTACHMENT 9A