Agenda packet, special meeting — Los Altos Hills City Council, June 18, 2025 (part 5 of 12)

558.0'
560.0'
562.0'
564.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0' 580.0' EDGE OF

PAVEMENT
556.0'
554.0'
582.0'
584.0'
586.0'
588.0'
590.0'
592.0'
635.6' T.O. PARAPET
594.0'
596.0'
598.0'
600.0'
585.5' B.O. PODIUM
586.8' T.O. PODIUM
602.0'
604.0'
606.0'
608.0'
612.0'
614.0'
616.0'
618.0'
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
632.0'
634.0'
610.0'
608.0' B.O. JOISTS
609.2' T.O. SHEATHING
596.8' B.O. JOISTS
598.0' T.O. SHEATHING
619.2' B.O. JOISTS
620.4' T.O. SHEATHING
630.4' B.O. JOISTS
631.6' T.O. SHEATHING
574.3' B.O. PODIUM
575.6' T.O. PODIUM
563.1' B.O. JOISTS
564.3' T.O. SHEATHING
552.0'
550.0'
548.0'
546.0'
544.0'
542.0'
540.0'
538.0'
551.9' B.O. JOISTS
553.1' T.O. SHEATHING
540.7' B.O. SLAB
541.9' T.O. SLAB

EXIT STAIRS

VENT STACK
558.0'
560.0'
562.0'
564.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0' 580.0' EDGE OF

LANDING

EXIT STAIRS ELEVATOR
SHAFT
OPEN

TO BEYOND

VENT STACKVENT STACK
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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
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" 78'-7" TOTAL BUILDING HEIGHT TO FINISH GRADE 78'-7" TOTAL BUILDING HEIGHT TO FINISH GRADE 68'-2" TOTAL BUILDING HEIGHT TO FINISH GRADE 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"

NATURAL GRADE
SCALE: 5'0' 10' 20'
1"=10'

NORTH ELEVATION
3 5'0' 10' 20' SCALE:
1"=10'

EAST 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
H A
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"
ROOF
+ 56'-0"

SUB BASEMENT
- 33'-8"

PODIUM / GARAGE
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"

SUB BASEMENT
- 33'-8"

PODIUM / GARAGE
G
TYP
J
TYP
A1
TYP
A1
TYP
TYP
F TYP
J
TYP
H
L
C
A1
TYP
TYP
C
H
F
TYP
F 7'-6"
1 2
TYP
2 TYP
2 TYP
TYP 2
2 TYP 10'-0"
1 10'-0" 1 80'-6"
+ 67'-3"
K
TYP
F
C C
B
C
C
G
C
C
F TYP

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
B
G
TYP
TYP
B
F
TYP

CANOPY WITH APPROVED COVERING

HAVING A FLAME SPREAD INDEX OF NOT
GREATER THAN 25 4'-0"
NOTE: CBC BUILDING HEIGHTS MEASURED TO TOP OF ROOF MEMBRANE 9'-0" APPROXIMATE SQUARE FOOTAGE:

THIS IS ONE BUILDING OF APPROXIMATELY 69,369 SQ.FT. 100% OF THE BUILDING IS RESIDENTIAL AND RESIDENTIAL ACCESSORY USES.

ACCESSORY USE BREAKDOWN:

FINISH LEVEL
NATURAL & FINISH GRADE 78'-6"84'-6"
A2.2

ELEVATIONS

CANOPY WITH APPROVED COVERING

HAVING A FLAME SPREAD INDEX OF NOT
GREATER THAN 25 74'-9" LOWEST BUILDING ACCESS TO ROOF DECK TYP
H
TYP
TYP
TYP
4 4
3 TYP 2
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. TYP 2
EXTERIOR LIGHT FIXTURE TOTAL - 95
SURFACE MOUNTED LIGHT FIXTURE - 94, SEE SHEET 3/A4.1
RECESSED SOFFIT LIGHT FIXTURE - 01, 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 10' MIN. TYP.
3/4 HOUR
GLASS
3/4 HOUR
GLASS
3/4 HOUR
GLASS
NOTE: SEE FIRE ACCESS PLAN A5.0 FOR

MORE INFORMATION ON

SUPPLEMENTAL FIRE PROTECTION
MEASURES 81'-9"
10" 10"
10" 10"
R-2 (RESIDENTIAL)
A-3
B
S-2
47,347 sq.ft.
2,001 sq.ft.
8,857 sq.ft.
7,590 sq.ft.

ACCESSORY 1,005 sq.ft.

R-2.1 (ASSISTED LIVING) 2,569 sq.ft.

H
F
TYP

MEZZANINE

MEZZANINE
ITEM 2A ATTACHMENT 8A

Page 529 of 1435 ends

558.0'
560.0'
562.0'
564.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0' 580.0' EDGE OF

PAVEMENT
556.0'
554.0'
582.0'
584.0'
586.0'
588.0'
590.0'
592.0'
594.0'
596.0'
598.0'
600.0'
585.5' B.O. PODIUM
586.8' T.O. PODIUM
602.0'
604.0'
606.0'
608.0'
612.0'
614.0'
616.0'
618.0'
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
632.0'
634.0'
610.0'
608.0' B.O. JOISTS
609.2' T.O. SHEATHING
596.8' B.O. JOISTS
598.0' T.O. SHEATHING
619.2' B.O. JOISTS
620.4' T.O. SHEATHING
630.4' B.O. JOISTS
631.6' T.O. SHEATHING
574.3' B.O. PODIUM
575.6' T.O. PODIUM
563.1' B.O. JOISTS
564.3' T.O. SHEATHING
Section
552.0'
550.0'
548.0'
546.0'
544.0'
542.0'
540.0'
538.0'
536.0'
534.0'
532.0'
530.0'
551.9' B.O. JOISTS
553.1' T.O. SLAB
540.5' B.O. SLAB
541.9' T.O. SLAB
645.8' T.O. PARAPET
641.6' B.O. JOISTS
642.8' T.O. SHEATHING
636.0'
638.0'
640.0'
642.0'
644.0'
646.0'
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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'-6 7/8"

NATURAL GRADE
79'-10 3/8"
70'-9 5/8"
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 1

BASEMENT

SUB BASEMENT
PL
PL
EP
5%
20%
2%
8%
580.0'
579.0'
571.85' 571.0'
564.3'
81'-7 15/16"
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"66"

CAR STACKER
WELL, TYP.

GARAGE

EQUIPMENT ROOF
SCALE: 5'0' 10' 20'
1"=10'

SECTION A-A
1 564.2'
564.0'
566.0'

5.1%
6%
8'-10 3/8"
11'-2 3/8"
LEVEL 5/ ROOF TERRACE 11'-2" 9'-10"
557.0'
551.7'
553.1'
540.5'
541.9'

RETAINING WALL W/

BACKDRAIN

RETAINING WALL W/

BACKDRAIN
4 C4
4 C4
4 C4

FINISH GRADE

AT DRIVEWAY

FINISH GRADE AT CAR

STACKER BEYOND

FINISH GRADE

AT DRIVEWAY

FINISH GRADE AT CAR

STACKER BEYOND
VENT SHAFT 2'-1"
LEVEL 5 TYP. 8'-6"

CANOPY WITH APPROVED COVERING

HAVING A FLAME SPREAD INDEX OF NOT
GREATER THAN 25
A3.1

SECTIONS

STEEL POST
ELEVATOR STAIR #2

MEZZANINE
ITEM 2A ATTACHMENT 8A

Page 530 of 1435 ends

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.
10728 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
A4.1

DETAILS
ITEM 2A ATTACHMENT 8A

Page 531 of 1435 ends

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
8" d GRAPEFRUIT
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.
10728 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.
52'-6" 49'-3"
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.

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
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

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.

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.

ITEM 2A ATTACHMENT 8A

Page 532 of 1435 ends

VAN

LOADING
1 2 EV
30 29 28
EV EV

EV EV EV
EV EV
31 27
3,4,5 6,7,8 9,10,11 12,13,14 15,16,17 18,19,20 21 22
24 25 26
23 12 9 6 3 18 21 24 27 30 33 36
45 48
15 39 42 10
8 8
7 7 10 OFF 10
8 8
7 7 10 OFF
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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
20' 40' 60'
LEVEL 2 BUILDING PLAN
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
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

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

FITNESS
551 SF
B 50
11 11
3 14
DIAGONAL DISTANCE = 58'-8"

SUB BASEMENT OCCUPANCY LOAD
11+3=14
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 (14 OCCUPANTS) = 2.8"
*USE MIN. 44" WIDE PER SEC 1011.2
(.15"/OCCUPANT) x (14 OCCUPANTS) = 2.1"
*USE MIN. 44" WIDE PER SEC 1005.1
STAIR WIDTH:

COMPONENT WIDTH
OTHER THAN STAIRS:

FITNESS ROOM

EXIT DISCHARGE
44" CORRIDOR
1031 SF
R-2 200
5 5
3 DIAGONAL DISTANCE = 69'-4"

UTILITY

NOT OCCUPIED

BASEMENT OCCUPANCY LOAD
3+5=8
0 34' TRAVEL DISTANCE
46' TRAVEL DISTANCE FROM MOST

REMOTE PORTION OF MOST

REMOTE UNIT TO COMMON PATH
OF TRAVEL. 78' TO EXIT STAIR.
46' 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

UTILITY UP
IDF
DECK
8 JANITOR

JANITOR

NOT OCCUPIED

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
UP

PARKING
7,158 SF
S-2 200
36 19
18 TRASH

NOT OCCUPIED

ELEC / MECH

NOT OCCUPIED

STORAGE
41 SF
S-2 200 DIAGONAL DISTANCE = 220'-8"
1 EXIT SEPARATION: 150'-4"

PODIUM / GARAGE OCCUPANCY LOAD
36+1+5+3=45
(.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:
44" CORRIDOR
638 SF
R-2 200
3 1036 SF
R-2 200
5 3
26 35' TRAVEL DISTANCE
UP
EXIT
STAIR #2
DECK

ELEVATOR
#2
50' TRAVEL DISTANCE FROM MOST

REMOTE PORTION OF MOST

REMOTE UNIT TO COMMON PATH
OF TRAVEL. 85' TO EXIT STAIR.

DECK DECK

LAUNDRY

UTILITY
1,011 SF
R-2 200
1,004 SF 5
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
74' TRAVEL DISTANCE
58' TRAVEL

DISTANCE
58' TRAVEL DISTANCE FROM MOST REMOTE

PORTION OF MOST REMOTE UNIT TO COMMON
PATH OF TRAVEL. 108' TO EXIT STAIR.
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:

ELEVATOR
#2
EXIT
STAIR #2
IDF

FAN CHASE

TO ROOF
44" CORRIDOR
702 SF
B
14 DIAGONAL DISTANCE = 220'-8"
341 SF
R-2.1 200
2 2
3 4
2 318 SF
R-2.1 200
1 396 SF
R-2.1 200
2 1 2
50 1 2 2 13
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 26
26 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 (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:

IDF

ELEVATOR
#2
EXIT
STAIR #2

ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH
LOBBY

PACKAGE ROOM

MAIL ROOM
BATH

FLOOR PLAN F

FLOOR PLAN C

DECK DECK

DECK DECK DECK
UP

JULIET BALCONY
DINING
MEDIA

JULIET BALCONY

WORK STATION

SUPPLY ROOM

FLOOR PLAN L FLOOR PLAN N FLOOR PLAN P
POWDER
ROOM
44" CORRIDOR
DIAGONAL DISTANCE = 220'-8"
TRASH
143 SF
B 100
1 EXIT SEPARATION:156'-9"
LEVEL 2 OCCUPANCY LOAD
5+1+5+7+5+7+7+3+4+3=47/2=23
R-2 200
5 1398 SF
R-2 200
7 526 SF
B 100
5 5
7 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

DECK DECK DECK DECK

DECK DECK
UP
IDF
DIAGONAL DISTANCE = 220'-8"
TRASH
143 SF
B 100
1 5
7 5
1 5
23 5 5 7
(.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
#1
EXIT
STAIR #1
IDF
TRASH

YOGA ROOM

DECK DECK DECK DECK

DECK DECK
UP

JULIET BALCONY
DIAGONAL DISTANCE = 220'-8"
TRASH
143 SF
B 100
1 MUSIC RM
330 SF
B 50
7 5
7 5
1 7
26 5 5 5
197 SF
B 50
4 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 B FLOOR PLAN A

DECK DECK DECK

DECK DECK DECK DECK

MUSIC ROOM
BATH
ROOF
48" HT. GLASS RAIL
UP 48" HT. GLASS RAIL
DECK

FAN DUCTS TO GARAGE
282 SF
B 50
6 2,100 SF
B 50
42 LEVEL 5/ROOF OCCUPANCY LOAD
2+7+1+42+43+44+11+6+3+6+7+4+40+7+46+31=300/2=150
150
(.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:

DIAGONAL DISTANCE = 192'-0"

ELEVATOR
#1
EXIT
STAIR #1
DN
POOL

DOG RUN
POWDER
ROOM
POWDER
ROOM
MECH.ROOM

ROOF GARDEN

KITCHEN

BALCONY BELOW
REF ROOM PANTRY 86' TRAVEL DISTANCE
86' TRAVEL DISTANCE

ROOF GARDEN
222 SF
B 50
4 POOL
359 SF
R-2 50
7 KITCHEN
657 SF
R-2 100
7 DINING
665 SF
A-3 15
44 CANOPY COURT
297 SF
B 50
6 DOG RUN
347 SF
B 50
7 SITTING AREA
MECH

NOT OCCUPIED
7 42
44 3
10 31
11 4
7 MULTI PURPOSE
470 SF
A-3 15
31 DINING

MULTI PURPOSE ROOM

UNCOVERED

SITTING AREA

CONOPY COVERED

SITTING AREA

UNCOVERED

SITTING AREA
A5.1

FIRE EGRESS & OCCUPANCY
673 SF
R-2 200
3 638 SF
R-2 200
3 FLOOR PLAN FR
DECK
5 50' TRAVEL

DISTANCE
DECK
638 SF
R-2 200
3 UP
26' TRAVEL DISTANCE
44" CORRIDOR
UP
22' TRAVEL DISTANCE
UP 7' TRAVEL DISTANCE
44" CORRIDOR EXIT SEPARATION:156'-9"
23 84' TRAVEL DISTANCE 84' TRAVEL DISTANCE

ELEVATOR
#2
EXIT
STAIR #2
IDF
UP
DECK
44" CORRIDOR EXIT SEPARATION:156'-9"
26 84' TRAVEL DISTANCE 84' TRAVEL DISTANCE

ELEVATOR
#2
EXIT
STAIR #2
IDF
UP
EXIT SEPARATION:156'-9"
150

ELEVATOR
#2
EXIT
STAIR #2
UP
POWDER
ROOM

PREP ROOM
TRASH

KITCHEN STORAGE

SITTING AREA
TRASH
143 SF
B 100
1 SHUFFLE BOARD

FIRE PIT
7 130 SF
B 50
3 FIRE PIT

POOL DECK
597 SF
A-3 15
40 40
6 558 SF
B 50
11 SITTING AREA
POOL DECK 104 SF
B 50
2 SITTING AREA
2 630 SF
B
13 696 SF
R-2 200
3 695 SF
R-2 200
3 342 SF
R-2.1 200
2 50
316 SF
R-2.1 200
1 408 SF
R-2.1 200
2 359 SF
R-2.1 200
2 FLOOR PLAN J FLOOR PLAN H

FLOOR PLAN K

FLOOR PLAN M

FLOOR PLAN O

FLOOR PLAN Q

FLOOR PLAN I
737 SF
R-2 200
4 3
5 7
1,024 SF
R-2 200
5 1,387 SF
R-2 200
7 JULIET BALCONY
40' TRAVEL

DISTANCE

FLOOR PLAN HR

FLOOR PLAN BB

FLOOR PLAN H

FLOOR PLAN BP

FLOOR PLAN BR

FLOOR PLAN H

FLOOR PLAN AL

FLOOR PLAN D
LEVEL 1 OCCUPANCY LOAD
5+1+1+5+7+2+1+2+6+5+2+2+1+2+3+4+3=52/2=26

DECK DECK
1,359 SF
R-2 200
7 695 SF
R-2 200
3 737 SF
R-2 200
4 696 SF
R-2 200
3 FLOOR PLAN E

FLOOR PLAN H FLOOR PLAN I FLOOR PLAN J
1,024 SF
R-2 200
5 1,387 SF
R-2 200
7 1,006 SF
R-2 200
5 FLOOR PLAN D

GIFT SHOP
40' TRAVEL

DISTANCE
40' TRAVEL DISTANCE FROM MOST REMOTE

PORTION OF MOST REMOTE UNIT TO COMMON
PATH OF TRAVEL. 105' TO EXIT STAIR.
1,359 SF
R-2 200
7 1,079 SF
R-2 200
5 1,061 SF
R-2 200
5 FLOOR PLAN E

FLOOR PLAN A FLOOR PLAN B
526 SF
B 100
5 DECK

JULIET BALCONY
1,024 SF
R-2 200
5 1,387 SF
R-2 200
7 1,006 SF
R-2 200
5 FLOOR PLAN D FLOOR PLAN G

FLOOR PLAN F

FLOOR PLAN C
1,398 SF
R-2 200
7 7
7' TRAVEL DISTANCE
60' TRAVEL DISTANCE FROM MOST REMOTE

PORTION OF MOST REMOTE UNIT TO COMMON
PATH OF TRAVEL. 137' TO EXIT STAIR.
60' TRAVEL

DISTANCE
LEVEL 3 OCCUPANCY LOAD
5+1+5+7+5+7+7+5+5=47/2=23
1,079 SF
R-2 200
5 1,061 SF
R-2 200
5 1,359 SF
R-2 200
7 1,026 SF
R-2 200
5 7' TRAVEL DISTANCE
1,024 SF
R-2 200
5 FLOOR PLAN C
1,387 SF
R-2 200
7 FLOOR PLAN F
1,006 SF
R-2 200
5 FLOOR PLAN D
LEVEL 4 OCCUPANCY LOAD
7+4+1+5+7+5+5+7+5+5=51/2=26

FLOOR PLAN E

ART ROOM

CRAFT ROOM
644 SF
43 ART
CRAFT
696 SF
A-3 15
46 A-3 15
43 46

BMR BMR
BMR
ITEM 2A ATTACHMENT 8A

Page 533 of 1435 ends

541.9' UP
553.1' DN
UP
557.1'
VAN

LOADING
1 2 EV
30 29 28
EV EV

EV EV EV
EV EV
31 3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y

SPARE P C T
UP DN
564.3'
27 3,4,5 6,7,8 9,10,11 12,13,14 15,16,17 18,19,20 21 22 24 25 26
23 575.6'
12 9 6 3 18 21 24 27 30 33 36
45 48
586.8'
15 586.8'
39 42
P C T
598.0'
P C T
609.2'
P C T
620.4'
620.4'
P C T
631.6'
P C T 10
8 8 7 7 10 OFF 108 8
7 7 10 OFF
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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
16,308 SF (.374 ACRES)
FLOOR AREA RATIO: 4.25 FAR = 69,369sf/16,308sf
ZONING FLOOR AREAS:

LEVEL AREA
BASEMENT ENCLOSED AREA 2,438 SF

MEZZANINE ENCLOSED AREA
LEVEL 1 ENCLOSED AREA
LEVEL 2 ENCLOSED AREA
LEVEL 3 ENCLOSED AREA
LEVEL 5/ ROOF ENCLOSED AREA 5,227 SF
11,060 SF
11,060 SF
5,215 SF
11,060 SF
TOTAL 69,369 SF
BUILDING CODE FLOOR AREAS:

LEVEL AREA
BASEMENT CBC AREA 2,291 SF
6,300 SF
6,300 SF
6,300 SF
6,300 SF
TOTAL TYPE 111-A 30,147 SF
TOTAL TYPE 1-A 19,614 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: (PER CBC) TYPE 1-A
TYPE 111-A
This level contains seperated occupancies: S-2 Parking Garage, B Office, R-2 Allowable Building Height (Table 504.3): Unlimited (R-2 Most Restrictive Use) Allowable Number of Stories (Table 504.4): Unlimited (R-2 Most Restrictive Use) Allowable Building Area (Table 506.2): Unlimited (R-2 Most Restrictive Use) Max Allowable Area per Story: Unlimited (R-2 Most Restrictive Use) Proposed: 19,614 sf
LEVEL (BASEMENT, PODIUM 1, PODIUM 2) ALLOWABLE BUILDING AREA PER FLOOR (TYPE 1-A) LEVEL 1: R-2, R2.1, B
SUB BASEMENT ENCLOSED AREA 1,547 SF
LEVEL 4 ENCLOSED AREA 10,718 SF
SUB BASEMENT CBC AREA 1,443 SF
5,068 SF
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 = 6,300 sf OK 4,470 sf OK
Level 2 Proposed = 6,300 sf OK 4,470 sf OK
Level 3 Proposed = 6,300 sf OK 4,470 sf OK
Level 4 Proposed = 6,300 sf OK 3,991 sf OK
Level 5/Roof Proposed = 4,947 sf OK 0 sf OK
(note: Roof area is located on 5th level above front podium) 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): 30,147 sf OK COMPARTMENT-B: Proposed Building Area Levels 1,2,3,4,5/ Roof (CBC): 17,401 sf OK LEVEL 1-5 ALLOWABLE BUILDING AREA TOTAL FOR EACH COMPARTMENT (TYPE 111-A) PODIUM /GARAGE CBC AREA 10,812 SF
PODIUM /GARAGE ENC'D AREA 11,044 SF
4,947 SF
TOTAL TYPE 111-A 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 TERRACE AREA DIAGRAM

DECK AREA COUNTED IN CBC

FLOOR AREA WHERE COVERED
BY PROJECTION ABOVE, 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, B, R-2 (ACCESSORY USE KITCHEN)
LEVEL 4: R-2, B, A-3
R2.1 ASSISTED LIVING

COMPARTMENT A COMPARTMENT B

COMPARTMENT-A

COMPARTMENT-A
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA
4,470 SF
4,470 SF
4,470 SF
3,991 SF
TOTAL TYPE 111-A 17,401 SF
LEVEL 5/ROOF CBC AREA (from Podium) 0 SF

COMPARTMENT-B

COMPARTMENT-B
COMP-A
TYPE 111-A
TOTAL TYPE 111-A
COMP-B
A5.2

ALLOWABLE AREA CALC'S & CODE ANALYSIS
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA

MEZZANINE CBC AREA
LEVEL 5/ROOF CBC AREA (from Podium)
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA
LEVEL 5/ROOF CBC AREA (from Podium)

BASEMENT CBC AREA

SUB BASEMENT CBC AREA

PODIUM /GARAGE CBC AREA
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA
LEVEL 5/ROOF CBC AREA (from Podium)
TOTAL TYPE 1-A

MEZZANINE CBC AREA
2,291 SF
19,614 SF
1,443 SF
5,068 SF
10,812 SF
6,300 SF
6,300 SF
6,300 SF
6,300 SF
30,147 SF
4,947 SF
4,470 SF
4,470 SF
4,470 SF
3,991 SF
17,401 SF
0 SF
ITEM 2A ATTACHMENT 8A

Page 534 of 1435 ends

PM-1

PARCEL MAP

LINEBARGER SUBDIVISION
A SUBDIVISION OF A PORTION OF LOT NO. 1 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. 10728 MORA DRIVE ALSO SHOWN ON CERTIFICATE OF COMPLIANCE 23761710 RECORDED IN SANTA CLARA COUNTY, STATE OF CALIFORNIA, ON SEPTEMBER 26, 2017

TOWN OF LOS ALTOS HILLS SANTA CLARA COUNTY CALIFORNIA
JOHN BERRY CIVIL ENGINEER RCE 18720
2149 AVY AVENUE, MENLO PARK, CA 94025
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:_________________________

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
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 MAY 2023
1 (650) 400-9003
OWNER: FORREST LINEBARGER

EDGE OF SHEET
ITEM 2A ATTACHMENT 8A

Page 535 of 1435 ends

℄
℄ MORA DRIVE
S 88° 36' 00" W 255.12'
S 06° 24' 40" W 59.00'
S 89° 19' 00" E 260.52' N 00° 41' 00" E 68.00'
LOT 1
16,308 SF +/-
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
LEGEND

CENTERLINE

EASEMENT LINE

PRIVATE ACCESS

EASEMENT

LOT LINE

ADJOINING PROPERTY LINE
10'0' 20' 40' SCALE:
1"=20'

LANDS OF KLEIN
APN: 331-15-021
FOUND 3/4" IRON

PIPE, OPEN,
201 MAPS 53
FOUND 3/4" IRON PIPE WITH
TAG (SFNF), PER 201 MAPS 53

POINT OF BEGINNING
S.W. CORNER LOT 1,
'Y' MAPS 53 BASIS OF BEARINGS
FOUND 3/4" IRON PIPE,
OPEN (827 MAPS 10)

LANDS OF KLEIN
APN: 331-14-063

LANDS OF MINTON
APN: 331-14-060
NE CORNER OF LOT 1
"Y" MAPS 53
EAST LINE OF LOT 1
"Y" MAPS 53
N.W. CORNER
OF LOT 1
"Y" MAPS 53
FOUND 3/4" IRON PIPE
OPEN, PER 827 MAPS 10
AND 736 MAPS 25 AND
201 MAPS 53 77.00' 50' R.O.W.
25' ROW 25' ROW
PAE

PRIVATE UTILITY

EASEMENT
PRUE

PRIVATE SANITARY

SEWER EASEMENT
PSSE

PRIVATE INGRESS AND

EGRESS EASEMENT
PIEE

EMERGENCY VEHICLE

ACCESS EASEMENT
EVAE
.374 AC +/-
DISTINCTIVE BORDER EϬϬΣϰϭΖϬϬΗ

LOT 2,
'Y' MAPS 53
PORTION OF LOT 1,
'Y' MAPS 53
SHEET 2 OF 2
PM-2

EDGE OF SHEET

SEARCHED FOR NOT
FOUND
SFNF

EXISTING IRON PIPE

MONUMENT

NEW IRON PIPE

MONUMENT TO BE SET

PARCEL MAP

CLARA COUNTY RECORDS, A PORTION OF SAN ANTONIO RANCHO AND

TOWN OF LOS ALTOS HILLS SANTA CLARA COUNTY CALIFORNIA
JOHN BERRY CIVIL ENGINEER RCE 18720
2149 AVY AVENUE, MENLO PARK, CA 94025
MAY 2023
1 (650) 400-9003
TOTAL LENGTH 260.52'
TOTAL LENGTH 255.12'
201 MAPS 53
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

FOR CONDOMINIUM PURPOSES
CONSISTING OF 43 RESIDENTIAL UNITS

AND ONE COMMON LOT
ITEM 2A ATTACHMENT 8A

Page 536 of 1435 ends

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.
10728 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 8A

Page 537 of 1435 ends

PATTERSON & O’NEILL, PC
235 Montgomery Street, Suite 950
San Francisco, CA 94104
Telephone: (415) 907-9110
Facsimile: (415) 907-7704
www.pattersononeill.com
March 20, 2025
VIA E-MAIL AND U.S. MAIL
Suzanne Avila
Town of Los Altos Hills
26379 Fremont Road
Los Altos Hills, CA 94022
Re: 10728 Mora Drive and 10758 Mora Drive (File Nos. CDP23-0001, -0002) Builder’s Remedy Housing Development Applications
Dear Ms. Avila:

As you are aware, on January 30, 2025, our client resubmitted applications with revisions to the housing development projects proposed at 10728 Mora Drive and 10758 Mora Drive to meet the new definition a “builder’s remedy” project pursuant to the Housing Accountability Act (“HAA”). (Gov. Code § 65589.5(f)(7).) In addition, on February 25, 2025, our client also submitted a memorandum detailing why the projects qualify for a California Environmental Quality Act (“CEQA”) Class 32 In-fill exemption. Our client simultaneously submitted a 90-Day Notice pursuant to AB 1633 explaining that the Town’s refusal to issue a CEQA exemption would constitute an abuse of discretion. (Gov. Code § 65589.5.1.) The Town sent a letter in response to the submittals on February 28, 2025. However, the letter is unclear as the status of the Town’s review of the project application. As we understand it, the Town has accepted the resubmitted applications as complete, and the Town has provided consistency determinations for the revised projects. In addition, three days after the 500-plus page CEQA memo was submitted, the Town determined the memo fails to provide substantial evidence to support a Class 32 exemption. As explained below, we understand the February 28, 2025 letter to be a final determination of project completeness, consistency, and determined the project does not qualify for a class 32 CEQA exemption.

The Resubmitted Applications are Complete
An agency is required to “provide an applicant with an exhaustive list of items that were not complete” within 30 days of an application submittal, and the exhaustive list of items “shall be limited to those items actually required on the lead agency's submittal requirement checklist.” (Gov. Code § 65943.) In any subsequent review of the application, “the local agency shall not request the applicant to provide any new information that was not stated in the initial list of items that were not complete.” (Id.)
ITEM 2A ATTACHMENT 8A

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Suzanne Avila
Town of Los Altos Hills
March 20, 2025

Page 2 ends

The Town’s letters ask for minor corrections or clarifications to the submittals and fails to identify any missing items from the Town’s submittal checklist. However, only “after a public agency accepts an application as complete” may an agency “in the course of processing the application, request the applicant to clarify, amplify, correct, or otherwise supplement the information required for the application.” (Gov. Code § 65944.) In other words, the Town’s requests for clarifications and corrections do not constitute valid items to deem an application incomplete.

More than 30 days has passed since the January 30 application submittals without the Town identifying any missing application items, and therefore the applications “shall be deemed complete.” (Gov. Code § 65943.) Regardless, the applicant nonetheless intends to provide further clarification regarding the already submitted items in response to the Town’s comments.

The Town’s Inconsistency Determination is Unlawful
The Town’s letter states that the projects continue to be inconsistent with standards, policies, and requirements under the Los Altos Hills General Plan, Zoning Law, and other applicable standards and requirements in the exact same manner as the prior iterations of the Project and simply attached its prior inconsistency determinations to the February 28 letter. We assume this means that the Town has completed its written code consistency review as required by Gov.

Code § 65589.5(j)(2).)
Please be advised that the Town has completed ignored the requirements of AB 1893, effective January 1, 2025. HAA subparagraph (f)(6)(A) states that “a local agency may only require the project to comply with the objective, quantifiable, written development standards, conditions, and policies that would have applied to the project had it been proposed on a site with a general plan designation and zoning classification that allow the density and unit type proposed by the applicant.” As the Town is aware, there are no existing general plan designations and zoning classifications in the Town that allow the density and unit type proposed by the applicant and therefore the Town cannot require compliance with any existing code standards.

Further, HAA subparagraph (f)(6)(D) confirms that any project that meets the definition of a builder’s remedy project “shall be deemed consistent, compliant, and in conformity with an applicable plan, program, policy, ordinance, standard, requirement, redevelopment plan and implementing instruments, or other similar provision for all purposes. . .” The statutory term ‘deemed’ means that the deemed state of affairs is conclusively presumed to exist – without exception. (Parmett v. Superior Ct. (1989) 212 Cal. App. 3d 1261, 1266.) In short, the proposed projects are deemed consistent by law.

The Town’s description of these deemed-consistent-by-law builder’s remedy applications as inconsistent with standards that the Town is statutorily prohibited from applying is a clear violation of the HAA.

ITEM 2A ATTACHMENT 8A

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Suzanne Avila
Town of Los Altos Hills
March 20, 2025

Page 3 ends

The Town’s Response to the AB 1633 Notice is an Abuse of Discretion AB 1633 was enacted to provide applicants with the ability to provide written notice to a local agency that a proposed project qualified for a CEQA exemption and challenge a local agency’s refusal to grant an exemption constitute an unlawful disapproval of the project. (Gov. Code § 65589.5.1(a).) An agency has 90 days following an applicant’s notice to determine whether the record before the agency provides substantial evidence that the project is exempt. (Id. subd. (a)(5).)
First, the Town claims that the applicant’s notice is untimely because the Town determined that the proposed projects were not exempt from CEQA on December 21, 2023 – more than a year before these projects, which were resubmitted and substantially revised to fit into the new builder’s remedy density rubric of AB 1893 (2024), were submitted. This is, of course, an impossibility as the projects currently under consideration did not yet exist. Nor did the statutory basis for the applicant’s resubmittal in AB 1893 yet exist. This type of timeliness argument to strip the applicant of newly created statutory rights has been rejected by courts, as it elevates “form over substance” in “a manner that would lead to … absurd or oppressive burdens.” (Hilltop Grp. v. Cnty. of San Diego (2024) 318 Cal. Rptr. 3d 336, 358.) We therefore disagree that the applicant’s February 25, 2025 AB 1633 Notice demanding an exemption for a January 30, 2025 submittal is somehow untimely.

Second, the Town claims, without any supporting evidence at all, that the projects will have impacts on traffic, noise, air quality, utilities and energy, and emergency response services. The law is clear that argument, speculation, and unsubstantiated opinion or narrative do not constitute substantial evidence. (Cal. Code Regs. tit. 14, § 15384(a).) The Town also alludes to the argument that builder’s remedy projects categorically do not qualify for CEQA exemptions due to “unusually high density and development intensity.” Subjecting builder’s remedy projects to a higher level of CEQA review is in direct violation of the HAA provision that prohibits a local agency from imposing “any requirement, process, practice, or procedure or undertake any course of conduct . . . solely or partially on the basis that the project is a builder’s remedy project.” (Gov. Code § 65589.5(f)(6)(E).) The Town also argues, again without evidence or explanation, that the applicant’s CEQA memo does not provide substantial evidence that the projects are exempt.

The applicant’s February 25, 2025 AB 1633 Notice provides extensive discussion explaining why the projects are exempt. We need not repeat that discussion here. However, the City’s February 28, 2025 response makes clear that the Town has made a final CEQA determination that projects are not exempt. This action constitutes an abuse of discretion and therefore meets the definition of an unlawful disapproval of the projects. As a result, the applicant has no choice but to challenge the Town’s actions in court.

ITEM 2A ATTACHMENT 8A

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Suzanne Avila
Town of Los Altos Hills
March 20, 2025

Page 4 ends

Conclusion
As explained above, the applicant understands that Town has accepted the applications as complete, reviewed the projects for consistency with local standards, and finally determined the projects are not exempt from CEQA. If our understanding is incorrect, correct the record with a response no later than April 4, 2025.

Thank you for your prompt attention to this matter.

Very truly yours,
PATTERSON & O’NEILL, PC
__________________________
Brian O’Neill
ITEM 2A ATTACHMENT 8A

Page 541 of 1435 ends

Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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

GEOTECHNICAL ENGINEER
STEVENS, FERRONE & BAILEY ENGINEERING COMPANY, INC.

P.O. BOX 815
CONCORD, CA 94522-0815

PROJECT INFORMATION
ADDRESS: 10728 MORA DRIVE
ZONING: R-A
APN: 331-15-061
LOT AREA: 16,308 SF .374 ACRE
FLOOR AREA RATIO: 4.25 69,369 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 10%

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 A-3 S-2

MEZZANINE
LEVEL 1
LEVEL 2
LEVEL 5/ROOF

ACCESSORY TOTALS PER FLOOR
TOTALS
5,215
3,251 11,060
1,120 5,227
3,251 690 7,943 2,696 69,369

SUB BASEMENT, BASEMENT, 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
8,162

B EXERCISE, MEDIA, LAUNDRY, MAIL, DINING, LOBBY, TRASH, SUPPLY ROOM, MUSIC ROOM,

UTILITY ROOM, GIFT SHOP, YOGA ROOM

PROPOSED
PARKING:

VEHICLES:

BIKES:

LONG TERM 7
SHORT TERM 0
REGULAR SPACES 24 (.55/UNIT)
ACCESSIBLE SPACES 2
BASEMENT 2,438
LEVEL 3
LEVEL 4 10,718
11,060
11,060
1,547

ROOF DECKS, COVERED TERRACE, MULTI PURPOSE ROOM, CRAFT ROOM, ART ROOM 551
2,102
762
A2.1 ELEVATIONS
ACCESSORY OCCUPANCY USES:

PM-1 PARCEL MAP PAGE 1
PM-2 PARCEL MAP PAGE 2

SCOPE OF WORK
(N) 43 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.

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 (.62/UNIT)
A5.1 OCCUPANCY & EGRESS PLANS
A5.2 CODE ANALYSIS & ALLOWABLE AREA
A1.2 BUILDING FLOOR PLANS & ROOF PLAN

UNIT FLOOR PLANS
374
224
R-2.1 RESIDENTIAL ASSISTED LIVING, NURSING STATION
NO. OF UNITS

RESIDENTIAL
PROPOSED LAND USES:

SQUARE FOOTAGE 69,369
43 NON RESIDENTIAL
0 0

ALL DEVELOPMENT IS IN THE RESIDENTIAL ZONING CATEGORY
508
PROJECT DESCRIPTION:

DEVELOPMENT AREA: 14,379 SF* 88.2 % OF LOT AREA
PODIUM / GAR. 834 11,044
182
763
161
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
4,623
5,707
46,627
9,774
10,899
10,297
2,064
2,267
C5 STORMWATER MANAGEMENT PLAN
A5.0 FIRE ACCESS PLAN
CO

COVER SHEET
7,943
368
3,599
C6 SOIL EROSION AND SEDIMENT CONTROL PLAN &

CONSTRUCTION OPERATION PLAN
ARTISTIC RENDERING. SEE SHEETS A2.1 & A2.2 FOR PROPOSED ELEVATIONS 996
OWNER

FORREST LINEBARGER
151 CERVANTES ROAD
PORTOLA VALLEY, CA 94041
1 (650) 324-0688
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 10728 MORA x 80 Units/ Acre = 30 Base Units
Bonus Density Law Gov. Code 65915(f)(2)
10% Ext.-Low Inc. Units (42.50% Bonus) 30 Base Units x 10% = 3 Bonus Units 30 x 42.50% =
Total Units 30 + 13 =
Total Market Rate Units
43 43

0.374 Acre
13 Total Extremely-Low Income Units 3
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 10% OF ITS UNITS RESERVED FOR EXT-LOW INCOME HOUSEHOLDS. THE PROJECT CONSISTS OF 43 UNITS OF HOUSING WITH 3 UNITS (10%) RESERVED FOR EXTREMELY-LOW INCOME HOUSEHOLDS. THE PROJECT PROPOSES 27 PARKING SPACES. THIS PROJECT UTILIZES BONUS DENSITY LAW §65915.

FIRE PROTECTION CONSULTANT

WILDLAND RESOURCE MANAGEMENT
316 CALIFORNIA AVE #68
RENO, NV 89509
1 (510) 502-4737
ITEM 2A ATTACHMENT 8A

Page 542 of 1435 ends

564 572 566 568 566 564 570 562 560 558 556 576 574 576 578 580 ℄ ℄ 562 560 558 556 568 570 574 572 554 554 552 550 552 550 544 548 548 546 546 544 542 540 542 540 538 536 534 536 538 538 536 534 532 532 576 578 574
572
566
564
562
560
576
558
556
554
552
550
548
546
542
572
570
568
566
564
560
554 542 544
548
556
574
558 546
550
552 544
568
570
562
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
2 2

CONCRETE CURB
E-20" MONKEY
PUZZLE
D-22" PINE
F-30" PINE
A-19" CEDAR
Asphalt

SPECIES STATUS

TREE TO BE REMOVED

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 59.01'
PROPERTY LINE 68.00'
A
B
C
D
E
F
G
#
H-7" BAY
LAUREL
B-24" PINE
G-12" OAK
C-18" &
24" PINE

MORA DRIVE
(E) PRIVATE RD.
15 VISITOR PARKING, 10' x 20'
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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 - LOT 1

2. MFA:

3. MDA:

PROPOSED
FLOOR AREA: 65,098 sq.ft.
65,098 sq.ft.

GROSS LOT AREA: .374 ARCES
+ 7,500 sq.ft.

TOTAL MDA: 7,500 sq.ft.

PROPOSED
SQUARE FOOTAGE:

4. SQ. FT. OF CONSTRUCTION: 69,369 sq.ft.

SUB BASEMENT: 1,547 sq.ft.

BASEMENT: 2,438 sq.ft.
(MAX FLOOR AREA)
(MAX DEVELOPMENT AREA)

5. PROPOSED DEVELOPMENT AREA (MDA):

DRIVEWAY & PARKING : 737 sq.ft.

PATIO & WALKWAYS: 2,598 sq.ft.
737 sq.ft.
2,598 sq.ft.

1. LOT SIZE:

DECK: 4,544 sq.ft.

RESIDENTIAL BUILDING & DECKS*: 11,044 sq.ft. 11,044 sq.ft. 16,308 sq.ft.
5,000 sq.ft.*
7,500 sq.ft.*

GROSS CREDIT NET
14,379 sq.ft.

ZONING CATEGORY

PRIMARY DWELLING

ACCESSORY USE
(PER SECTION 10-1.502(c))

6. NEW LANDSCAPE AREA: 1,929 sq.ft.

PROPOSED DEVELOPMENT AREA: 14,379 sq.ft.
* = MEASURED ON HORIZONTAL PLANE PER SECTION 10-1.503(c) LEGEND

IDENTIFIERS

WORK NOTES

TREE INVENTORY
SEE SHEET C3 FOR SITE PLAN
FEATURES "THAT" RELATE

TO GRADING & DRAINAGE,

INCLUDING GRADING

SPECIFICATIONS &
DRAINAGE STRUCTURES.

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: .374 ARCES 16,308 sq.ft.

Registered Civil Engineer
Berry & Associates
John C. Berry
151 Cervantes Road
Portola Valley, CA 94041
Phone: (650) 324-0688
(E) 8" SANITARY

SEWER MAIN

1. THERE ARE NO FEMA FLOOD PLAINS OR FLOOD HAZARD
AREAS ON THIS SITE.

SITE PLAN NOTES
(E) IRON PIN
(E) IRON PIN
(E) IRON PIN
(PER SECTION 10-1.503(c))

MORA DRIVE

PROPOSED DEVEVELOPMENT AREA LEGEND
Decomposed
Granite
EXISTING STREET 20'-5"

2. CURRENT USE CONTAINS NO EXISTING DEVELOPMENT
AREA.
& 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
4A
5A
5B
5C

NEW LANDSCAPE
AREA
LEGEND

FLOOR AREA

COUNTED FOR MFA

APPROXIMATE LOCATION & DISTANCE OF
SANITARY SEWER LATERAL 18
18 E.P.

QUERCUS AGRIFOLIA

PINUS PINASTER

ARAUCARIA ARAUCANA

CEDRUS LIBANI
2 R=28'-0"
(N) APARTMENT

BUILDING
APN 331-15-061
TYP
J-23" OAK
K-14" OAK
M-18" OAK
L-8" OAK
I-16" OAK
K
L
M

QUERCUS AGRIFOLIA

QUERCUS AGRIFOLIA
TYP

RESIDENTIAL FIRE

TURNAROUND PER SANTA

CLARA COUNTY FIRE

DEPARTMENT, SEE SHEET
A5.0 FIRE ACCESS PLAN 30'-0"30'-0"21'
60'-0" 6'-9"
1 A3.1
1 A3.1
ELEV
STAIRS
ELEV
STAIRS
11 25'-0"
2 2
2 2
2 10 10
10 10
15 17
PROPERTY LINE 255.12' PROPERTY LINE 260.52'
17 TYP 1
A2.1
3 A2.2
4 A2.2
2 A2.1
E.P.
5'-0"
5'-0"
J

I QUERCUS AGRIFOLIA
REMAIN
REMAIN
X
X
X
X
X
X
X
TYP
PRMY.DWELLING/GARAGE PODIUM /GARAGE: 11,044 sq.ft.

PRIMARY DWELLING LEVEL 4: 10,718
PRIMARY DWELLING LEVEL 1: 11,060
PRIMARY DWELLING MEZZANINE: 5,215
PRIMARY DWELLING LEVEL 3: 11,060
PRIMARY DWELLING LEVEL 2: 11,060
sq.ft.
sq.ft.
sq.ft.
sq.ft.
sq.ft.
2,203 sq.ft.
10,602 sq.ft.
9,985
10,324
4,830
10,395
10,343
sq.ft.
sq.ft.
sq.ft.
sq.ft.
sq.ft.

FLOOR AREA
4B
4D
4E
4F
4G
4C
4A
4B
4C4D
4E4F4G
3 NOT IN USE

NOT IN USE
6 9 16'-8" 20'-5"
1'-8"
1'-8"
6 9

DECK PROJECTION
10 INSTALL 15-GAL SCREEN TREE AS SHOWN AS
SPACE ALLOWS TYP. 20'-0"
9'-6"
5'-0"
5'-1"
5'-0"
5'-0"
5G
5G
5G
5G
TYP.
5G
TYP.

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 5,227 sq.ft.

PUMP

SERVICE
AREA
Concrete

FLOW THROUGH

PLANTER

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.

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.

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.

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

2. SEE TOWN OF LOS ALTOS HILLS STANDARD SPECIFICATIONS AND NOTES WHERE APPLICABLE FOR GENERAL NOTES NOT SHOWN.

4. SEE TOWN OF LOS ALTOS HILLS STANDARD SPECIFICATIONS AND NOTES FOR TRAFFIC CONTROL NOTES WHERE APPLICABLE.

AIR CONDITIONING UNIT
LOCATION, TYP.

DECK PROJECTION, TYP.

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.
6' TALL SOLID

REDWOOD FENCING,
SEE DETAIL 2/A4.1
9 9
9 9
9 9
9 9
5,004 sq.ft. 4H
4H
X
X
1,412
5C
5A
5B
5C 5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
4 TYP
2 X 30'-0"
C1

SITE PLAN
LEVEL 5 / ROOF TERRACE:

Owner
Forrest Linebarger
151 Cervantes Road
Portola Valley, CA 94041
Phone: (650) 324-0688
Developer same as Owner
VENT
10 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
ITEM 2A ATTACHMENT 8A

Page 543 of 1435 ends

SS SS SS SS SS SS
W
W
W
W
W
W

W MORA DRIVE
LOS ALTOS HILLS, CA 94024
(50' ROW)
℄
℄
G
G
G
G
G
G
G
G 580.9 550.9 552.0 554.0 558.3 557.1560.0 567.3 563.0 567.3 571.1 573.9 576.2 574.1 579.1 577.1 571.24 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'

TOPOGRAPHY

MORA DRIVE, LOS ALTOS HILLS,
CA.

APN# 331-15-061
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 1
APN# 331-15-061
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
(E)8" SS

LATERAL
RIM 579.00'±
INV 573.00'±
(E) SSMH
RIM 582.10'±
INV 522.10'±
(E) SSMH
(E) FIRE HYDRANT
(E) UTILITY POLE
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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 8A

Page 544 of 1435 ends

W W
FIRE
HYD.

ASPHALT
(E) GARAGE
564
572
566
568 566
564
570
562 560 558
556

ASPHALT
(E) GARAGE
576
574 576
580 578 PINE 30" 20" MONKEY PUZZLE
P
S MORA DRIVE (50' ROW)
℄
℄

P SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G

G G G G G
G
G
G
G
G
G
G
574 572 570 568 562 560 558 556
SS SS
SS SS
SS SS N 00° 41' 00" E

59.00' 68.00'
S 06° 24' 40" W
S 89° 19' 00" E
260.52'
S 88° 36' 00" W
255.12'
554
554 552 550
552 550
544
548
548
546
546
544 542540
542
540
538 536 534
538
536
538
536
534
532
532

5.0%
580.0'
576
579.0'
571.85' 571.0' 564.0'
579.5'

5.0% 20.0% 2.0% 8.0% 5.0%
577.5'

5.0%
571.85'
571.85' 586.8'

3.0%
579.7'
579.4' 579.1'
579.7'
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 CO
CO CO
CO
CO CO
CO
CO
CO
CO
CO
JT JT
578
AD
E
E
E
E
E
E
E
578.5'
577.5'
577.4' 576 574 572 566 564 562 560

3.1% 5.1% 558556 554 552 550 548 546 542

6.1%
541.8'
566.0'
564.2'

6.0% 572570 568 566

6.1% 564 560554
542

5.0%
586.0'
15' RAMP 8% 8' RAMP 8%
15' RAMP
8%
584.8'
20' RAMP
8% 583.6' 582.0'
581.8'
VAN

LOADING
1 2 EV 3,4 5,6 7,8
26 25 24
EV 9,10 11,12 13,14 EV

EV EV EV
15 16 EV 18 19 20,21
EV
23 17
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y

SPARE P C T
544
542.0' 548 556
27 574
SS
SS
SS
SS
538.0'
534.0' 19" PINE PINE 24" PINE 24" 16"OAK 12"OAK 14"OAK OAK 23" 8"OAK 18"OAK

8.0% 558
573.9'
568.9' 568.3'
561.6' 559.3' 557.5' 554.6'
553.0'
547.2'

8.0%

8.0% 8.0%

8.0%

G G G G G

5.0%

RL RL RL RL RL RL RL RL RL RL RL

RL RL RL RL
RL
RL
RL
AD
AD
AD
AD

AD AD AD AD AD AD AD AD AD

AD AD AD
T.O.S.
541.9'
T.O.S.
553.1'
T.O.S.
541.9'
546
541.7'
578.3' 550552
542.3' 541.8'

5.0% 544
567.6' 565.3' 564.0' 561.1' 557.1' 542.8' 568568.75' 570 557.1' 562
22 E
E E
SB
SB
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.O.N. 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

ASPHALT

TOP OF GRADE
INVERT
LEGEND
SCALE: NOTE: CONTOUR INTERVAL IS 2'-0"
GRADING DRAINAGE & UTILITY PLAN 5'-0"

EDGE OF

PAVEMENT
(N) PAD MOUNT

TRANSFORMER
(N) 6" ABS S.S. S=4.8%
(N) 4" SCH 40 PVC DOMESTIC
(N) 4" SCH 40 PVC FIRE

EDGE OF

PAVEMENT
(E) 8" S.S.

MAIN LINE
8 UT-2
C4
TYP.
6 C4
6 C4
1 C5
4" FM 4" S.S. FORCE MAIN
EMOP

ELEV STAIRS

TRASH ROOM
(N) ASPHALT

DRIVEWAY

PARKING

GARAGE PARKING
GARAGE
11 TYP.
11 TYP.
4 C4
UP
UP UP
UP
UP
1 1
1 1
1 4
C4
TRENCH
DRAIN
TRENCH
DRAIN
4 TREE TO
REMAIN

TREE TO
REMAIN
10 C4
(E) UTILITY
POLE
9 C4
5 C4
(E) SSMH
RIM 582.1'±
INV 576.1'±
SSCO
TG/RIM 580.7'
INV 577.1'
TW 538.8'
BW 536.0'
12 TW 577.5'
BW 575.0'
TW 579.7'
BW 575.0'
ELEC
ROOM
UP UP UP 10
10 5
5 2
7 13
6 UP UP 5'-0"

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
6 1033
14'-0"
2'-0"
1,081
IMPORT
EXPORT 1,081
0 0
TOTAL

EARTHWORK
1,081
0 0
TW 586.8'
BW 579.8'
TW 583.6'
BW 579.4' TW 582.8'
BW 581.3'
TW 565.2'
BW 564.3'
TW 561.5'
BW 560.9'
TW 554.5'
BW 555.2'
TW 557.3'
BW 557.1'
TW 553.1'
BW 553.0'
TW 548.0'
BW 547.2'
TW 542.8'
BW 542.0'

GAS METERS
TW 542.8'
BW 540.0'
3 C4
TW 542.8'
BW 542.0'
TW 541.7'
BW 536.1'
TW 534.8'
BW 531.8'
TW 534.8'
BW 533.0'
TEMP. CONST.

FENCING

CONSTRUCTION

STAGING AREA

CONSTRUCTION

STAGING AREA
Provide Traffic
Control

FIRE SPRINKLER PROTECTION SYSTEM TO

BE PROVIDED PER CALIFORNIA STATE

STANDARD DETAILS & SPECIFICATIONS

PROVIDED BY SANTA CLARA COUNTY FIRE

DEPARTMENT
Fire Protection Requirements
4" FM
TW 546.0'
BW 542.0'
TW 541.7'
BW 538.0'
TW 534.8'
BW 534.0' ROCK OUTFALL
INV 532.6'
UT-1
C4
TYP.

TW 558.9'
TW 568.5' BW 555.6'
BW 568.2' TW 577.4'
BW 573.0'
TW 573.0'
BW 569.0' TW 564.6'
BW 563.6'

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
31 32 32
32 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
34 33
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.
15'-5 3/4" 6'-0" 31'-6" 8'-9" 10'-10"
11'-4"
10'-5"
TW 555.6'
BW 552.1'
16 16 PLANTER BOX
14 48" MIN.
15 14 48" MIN.
15 TW 553.1'
BW 541.9'
TW 564.2'
BW 553.1'

RETAINING WALL BELOW W/

BACKDRAIN, SEE SECTION
A3.1 & DETAIL 4/C4

RETAINING WALL BELOW W/

BACKDRAIN, SEE SECTION
A3.1 & DETAIL 4/C4
TG 579.3'
INV 578.3'
UP
UP
RIM/TG 541.7'
INV IN 540.0'
INV OUT 535.4'
TW 542.8'
BW 538.0'
TW 538.8'
BW 534.0'
UP
TW 568.9'
BW 569.7'
E.P.
14 14

FDC PIV
TW 555.1'
BW 553.1'
TW 553.9'
BW 541.9'
TW 547.9'
BW 541.9'
TW 553.1'
BW 541.9'
TW 564.2'
BW 553.1'
TW 557.1'
BW 553.1' TW 554.9'
BW 541.9'
TW 553.9'
BW 541.9'
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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
C3

GRADING, DRAINAGE & UTILITY PLAN
14 TW 557.1'
BW 553.1'

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

SWITCH BOARD
ITEM 2A ATTACHMENT 8A

Page 545 of 1435 ends

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
12" DEEP ON-SITE

SOIL COMPACTED

TO SEAL SURFACE

OR SLAB WHERE

OCCURES
4" MIN

WATERPROOF

MEMBRANE
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

GRADING & 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
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.

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
ITEM 2A ATTACHMENT 8A

Page 546 of 1435 ends

W W (E) GARAGE
P
G G
SS SS
SS SS
SS SS N 00° 41' 00" E

59.00' 68.00'
S 06° 24' 40" W
S 89° 19' 00" E
260.52'
S 88° 36' 00" W
255.12'

5.0%
580.0'
579.0'
571.85' 571.0' 564.0'
579.5'

5.0% 20.0% 2.0% 8.0% 5.0%
577.5'

5.0%
571.85'
571.85' 586.8'

3.0%
579.7'
579.4' 579.1'
579.7'
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 CO
CO CO
CO
CO CO
CO
CO
CO
CO
CO
JT JT
AD
E
E
E
E
E
E
E
578.5'
577.5'
577.4'

3.1% 5.1% 6.1%
541.8'
566.0'
564.2'

6.0%

6.1%

5.0%
586.0'
15' RAMP 8% 8' RAMP 8%
15' RAMP
8%
584.8'
20' RAMP
8% 583.6' 582.0'
581.8'
VAN

LOADING
1 2 EV 3,4 5,6 7,8
26 25 24
EV 9,10 11,12 13,14 EV

EV EV EV
15 16 EV 18 19 20,21
EV
23 17
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y

SPARE P C T
542.0'
27 SS
SS
SS
SS
538.0'
534.0'

8.0%
573.9'
568.9' 568.3'
561.6' 559.3' 557.5' 554.6'
553.0'
547.2'

8.0%

8.0% 8.0%

8.0%

G G G G G

5.0%

RL RL RL RL RL RL RL RL RL RL RL

RL RL RL RL
RL
RL
RL
AD
AD
AD
AD

AD AD AD AD AD AD AD AD AD

AD AD AD
T.O.S.
541.9'
T.O.S.
553.1'
T.O.S.
541.9'
541.7'
578.3'
542.3' 541.8'

5.0%
568.75' 567.6' 565.3' 564.0' 561.1' 557.1' 542.8'
557.1'
22 E
E E
SCALE:

STORMWATER

MANAGEMENT PLAN

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"
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. BIO TREATMENT AREAS SHOWN ARE SCHEMATIC AND WILL BE ADJUSTED DURING FINAL DESIGN.

4. 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.

TREATMENT CONTROL MEASURE SUMMARY

TRERATMENT TYPE DRAINAGE AREA
(SQ.FT.)
5,780

IMPERVIOUS AREA
(SQ.FT.)

PERVIOUS AREA BIO RETENSION AREA
(SQ.FT.)
361
REQUIRED (SQ.FT.) PROVIDED (SQ.FT.)
217 239
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 UNLINED BIO RETENTION LID 5,802 211 232
DMA 4 TCM 4 FLOW THROUGH PLANTER LID 941 33 58
2c. FLOW BASED
2c. FLOW BASED
5,419
5,278
829
524
112

N/A N/A

N/A N/A
OFF SITE TOTALS:
6 6
DMA 1 Mora Drive
TCM 3
11'-4" 57'-1"
15'-5 3/4" 6'-0"
10'-5"
1B
---
DMA 4
DMA 1 TCM 1 LID 2c. FLOW BASED 4,726 3,755 971 150 165 N/A N/A 6 TCM 4 TCM 2
TCM 1
DMA 2
DMA 3
1B UNLINED BIO RETENTION DETAIL
SCALE: 1"=1'-0"
1A
---
16'-0"
2'-10 1/4" 10'-10" 8'-9" 31'-6"

UNLINED BIO RETENTION

UNLINED BIO RETENTION
1A
DETAIL 1B
DETAIL 1B
DETAIL 1B
DETAIL 1A
ON SITE TOTALS: 16,308 14,452 1,856
941 829 112

ON SITE AREA

OFF SITE AREA
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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
MINIMUM IMPACT STREET OR PARKING LOT DESIGN (PARKING LOCATED UNDER BUILDING).

SITE DESIGN MEASURES IMPLEMENTED
CLUSTER STRUCTURE / PAVEMENT.

OVERFLOW
RIM 534.5'

OVERFLOW
RIM 538.5'

OVERFLOW
RIM 578.9'

OVERFLOW
RIM 542.5'
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 8A

Page 547 of 1435 ends

℄
℄
CO
CO CO
CO
CO CO
CO
CO
CO
CO
CO VAN

LOADING
1 2 EV 3,4 5,6 7,8
26 25 24
EV 9,10 11,12 13,14 EV

EV EV EV
15 16 EV 18 19 20,21
EV
23 17
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y

SPARE P C T
27 22 Mora Dr.
& 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

INSTALL TREE

PROTECTION,
SEE DETAIL 3

INSTALL TREE

PROTECTION,
SEE DETAIL 3

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.
10728 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 8A

Page 548 of 1435 ends

VAN

LOADING
1 2 EV
30 29 28
EV EV

EV EV EV
EV EV
31 571.85' 571.0' 20.0% 2.0% 8.0%
577.5'
571.85'
586.85' F.F. ABOVE
579.1' 579.7'
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y

SPARE P C T
564.0' 5.1%
566.0'
564.2' 6.0% 8' RAMP 8%
586.8'
586
UP DN
564.3'
27 3,4,5 6,7,8 9,10,11 12,13,14 15,16,17 18,19,20 21 22 24 25 26
23 SWITCH BOARD

SWITCH BOARD
553.1' DN
UP
557.1'
541.9' UP
575.6'
12 9 6 3 18 21 24 27 30 33 36
45 48
586.8'
15 586.8'
39 42
P C T
598.0'
P C T
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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
18'-5" 10'-4"
11'-7" 9'-0" 20'-2" OVHD GATE
GARAGE 1'-6"
28'-2 1/4" 9" 1'-0"

BASEMENT

SUB BASEMENT

ELEVATOR
#2
EXIT
STAIR #2 23'-8" 22'-11"
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

BUILDING PLAN

BUILDING PLAN
BUILDING PLAN 50'-3"
44" CORRIDOR 49'-3" 17'-2" 52'-6"
34'-10" 99'-6" 30'-6 3/4"
214'-4"
103'-2"
10'-0" 213'-5"
20' 40' 60'
44" CORRIDOR

MEZZANINE

BUILDING PLAN
LEVEL 1

BUILDING PLAN
47'-10" 43'-4 1/4" 1'-6" 9" 1'-0"
47'-7 3/4" 14'-1" 29'-8"1'-8"
2 1/4"
2 1/4" 2 1/4"
102'-10"
102'-5 1/4"

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" 1'-6"
18'-7" 13'-4 1/2" 9" 1'-0"
3'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4" 14'-1" 1'-8" 8'-7" 29'-5 1/2"
2 1/4"
31'-1 3/4"
2 1/4" 2 1/4" 2 1/4"
2'-0"
2 1/4" 2 1/4" 52'-6"
214'-4"
213'-5"
POWDER
ROOM
5'-0"

FLOOR PLAN F

FLOOR PLAN C
2 1/4"
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" 1'-6"
60'-8 1/4" 30'-6" 9" 1'-0"
3'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4" 14'-1" 29'-8"1'-8" 8'-7"
2 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 D

FLOOR PLAN F

FLOOR PLAN C
2 1/4"
44" CORRIDOR
44" CORRIDOR 52'-6"
LEVEL 2

BUILDING PLAN

DECK DECK DECK DECK
DECK

DECK DECK

JULIET BALCONY

DECK DECK DECK

DECK DECK
DECK
DECK
UP
UP
UP
29'-5 1/2"
W
D
LAUNDRY 23'-8"
31'-10 3/4"
29'-8"
29'-8"

FITNESS

ROOM FLOOR PLAN H FLOOR PLAN J MEDIA

UTILITY ROOM
D
DW
W
UP
48'-10 1/2"
29'-11 3/4"
14'-5" 14'-0" 16'-10 3/4" 13'-1"
10'-10 1/2" 2 1/4"
10'-10 1/2" 2 1/4" SHELVES SHELVES
44" CORRIDOR
31'-5 1/4" 29'-3"

FLOOR PLAN BP

FLOOR PLAN BB

FLOOR PLAN H

FLOOR PLAN HR

JULIET BALCONY

NURSING STATION
SUPPLY
ROOM

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.

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"
IDF
DINING
29'-8"
151 CERVANTES ROAD
PORTOLA VALLEY, CA 94041 8'-0"
29'-11 1/4" 49'-3" 49'-3" 23'-2" 26'-1"
11"
17'-4 1/4" 29'-11 3/4"
47'-4" 1'-0"
18'-10 3/4"
2 1/4"

STORAGE
POWDER
ROOM 49'-3" 23'-8" 25'-7" 49'-3" 23'-8" 25'-7" 49'-3" 23'-8" 25'-7" 49'-3" 23'-8" 25'-7" A1.1

BUILDING FLOOR PLANS

FLOOR PLAN HRB

LANDING
19'-9"
49'-7 1/4"
11"
11"
11"
11"
DECK
DECK 1'-8" 1'-8" 1'-8"
DECK 1'-8"
LANDING 4'-0" 4'-0" 4'-0" 22'-5 3/4" 16'-4 3/4" 24'-4 3/4" 11"

JANITOR
TYPE I-A NON BEARING EXTERIOR WALLS:
1-HOUR FIRE-RATED PARTITION WALLS
OPENNINGS: 75% MAX.

TYP. AT REAR OF BUILDING BELOW PODIUM
TYPE I-A NON BEARING EXTERIOR WALLS:

REQUIRED: 1-HOUR FIRE-RATED WALLS
PROVIDED: 2-HOUR FIRE-RATED WALLS
OPENNINGS: 25% MAX.

TYP. AT SIDES OF BUILDING BELOW PODIUM
TYPE I-A NON BEARING EXTERIOR WALLS:

REQUIRED: 1-HOUR FIRE-RATED WALLS
PROVIDED: 2-HOUR FIRE-RATED WALLS
OPENNINGS: 25% MAX.

TYP. AT SIDES OF BUILDING BELOW PODIUM
TYPE I-A NON BEARING EXTERIOR WALLS:

REQUIRED: 1-HOUR FIRE-RATED WALLS
PROVIDED: 2-HOUR FIRE-RATED WALLS
OPENNINGS: 25% MAX.

TYP. AT SIDES OF BUILDING BELOW PODIUM
TYPE I-A NON BEARING EXTERIOR WALLS:

REQUIRED: 1-HOUR FIRE-RATED WALLS
PROVIDED: 2-HOUR FIRE-RATED WALLS
OPENNINGS: 25% MAX.

TYP. AT SIDES OF BUILDING BELOW PODIUM
29'-4 1/4"

JULIET BALCONY

DECK DECK

JULIET BALCONY
2 1/4"

FLOOR PLAN I

GIFT SHOP

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 8A

Page 549 of 1435 ends

609.2'
P C T
620.4'
620.4'
P C T
631.6'
P C T 10
8 8
7 7 10 OFF 10
8 8
7 7 10 OFF
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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
A1.2
SCALE:
1"=20'

BUILDING PLANS & ROOF PLAN 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"
30'-6" 25'-7" 1'-6"
60'-8 1/4" 9" 1'-0"
3'-8" 23'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4" 14'-1" 29'-8"1'-8" 8'-7"
2 1/4"
47'-10"
2 1/4" 2 1/4" 2 1/4"
2 1/4" 2 1/4"
214'-4"
213'-5" 49'-3"

FLOOR PLAN G

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" 25'-7"
60'-8 1/4" 1'-6"9" 1'-0"
3'-8" 23'-8"
2 1/4" 44'-10 7/8" 2 1/4" 62'-5 3/8" 47'-7 3/4" 14'-1"
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" 49'-3"

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

MUSIC ROOM
POWDER
ROOM
DECK
14'-5 1/8"
2'-0"

ELEVATOR
#2
EXIT
STAIR #2

ELEVATOR
#1
EXIT
STAIR #1
12'-3"
14'-4"
18'-1" 25'-8"
28'-6 1/2" 3'-2" 9" 1'-0" 23'-7"
15'-5" 29'-8 1/8" 33'-2 3/4" 33'-0 1/4" 14'-1" 14'-7 3/8" 8'-7" 15'-1 1/4" 90'-5"
214'-4"
213'-5" 49'-3" 52'-6"
LEVEL 5/ ROOF TERRACE

BUILDING PLAN

DECK BELOW
29'-11 3/4"
14'-9 5/8" 29'-11" 15'-2 7/8" 1'-8"

FAN DUCTS TO GARAGE
18" HT. GLASS RAIL 1'-8"
18" HT. GLASS RAIL
48" HT. GLASS RAIL 48" HT. GLASS RAIL
UP
UP
UP
DN
YOGA
ROOM

DOG RUN
POOL
BATTERY BACKUP, TYP.

POWDER
ROOM
102'-10 1/2" 22'-2" 23'-11 3/4"
42'-3 3/4" 31'-8"
POOL EQUIPMENT, TYP.
48"HT.PARAPET WALL
48" HT.PARAPET WALL 48" HT. PARAPET WALL
MECH.ROOM
A.C UNITS, TYP.

EQUIPMENT ROOF

BUILDING PLAN
109'-4 1/2" 40'-0"
118'-8 1/4" 48'-10"
36" HT.PARAPETWALL 36" HT.PARAPETWALL
36" HT.PARAPETWALL 36" HT.PARAPETWALL
FLOOR PLAN A 6" 4'-4"
POWDER
ROOM

ROOF GARDEN

REF ROOM

KITCHEN
PANTRY

FLOOR PLAN GR
30'-6"
DECK

ELEVATOR
#2
EXIT
STAIR #2
VENT
SHAFT
UP
DN
DECK
11" 1'-8"
DECK 11"
11"
15'-2 7/8" 18" HT. GLASS RAIL
18" HT. GLASS RAIL 36" HT. GLASS RAIL
POWDER
ROOM

CANOPY WITH APPROVED COVERING HAVING A
FLAME SPREAD INDEX OF NOT GREATER THAN 25
9'-6"
POWDER
ROOM 11'-6"
TRASH 6'-2"
BAR
DINING

MULTI PURPOSE ROOM

FIRE PIT

OUTDOOR

SEATING

OUTDOOR

SEATING

SHUFFLE BOARD
4'-4" 4'-4"
4'-4"
18" HT. GLASS RAIL 11'-6"
14'-7 3/4"

KITCHEN STORAGE
10" 10"

PREP ROOM
VENT STACK, TYP.

VENT STACK, TYP.
15'-9" 11'-8" 13'-4"
22'-8" 7'-5" 17'-7"
1'-11"
5'-0"
DECK

JULIET BALCONY

CRAFT ROOM

ART ROOM
2'-0"
ITEM 2A ATTACHMENT 8A

Page 550 of 1435 ends

South
558.0'
560.0'
562.0'
564.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0' 580.0' EDGE OF

PAVEMENT
556.0'
554.0'
582.0'
584.0'
586.0'
588.0'
590.0'
592.0'
645.8' T.O. PARAPET
594.0'
596.0'
598.0'
600.0'
585.5' B.O. PODIUM
586.8' T.O. PODIUM
602.0'
604.0'
606.0'
608.0'
612.0'
614.0'
616.0'
618.0'
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
632.0'
634.0'
610.0'
608.0' B.O. JOISTS
609.2' T.O. SHEATHING
596.8' B.O. JOISTS
598.0' T.O. SHEATHING
619.2' B.O. JOISTS
620.4' T.O. SHEATHING
630.4' B.O. JOISTS
631.6' T.O. SHEATHING
574.3' B.O. PODIUM
575.6' T.O. PODIUM
563.1' B.O. JOISTS
564.3' T.O. SHEATHING
552.0'
550.0'
548.0'
546.0'
544.0'
542.0'
540.0'
538.0'
536.0'
534.0'
532.0'
551.9' B.O. JOISTS
553.1' T.O. SHEATHING
540.7' B.O. SLAB
541.9' T.O. SLAB
641.6' B.O. JOISTS
642.8' T.O. SHEATHING
636.0'
638.0'
640.0'
642.0'
644.0'
646.0'
581.8'
573.9'
570.6'
568.3'
565.5'
561.6'
557.5'
554.6'
553.0'
547.2'
559.3'
584.8'

8.0% SLOPE

8.0% SLOPE
570.8' GRADE PLANE

LANDING
557.1'

ELEVATOR SHAFT EXIT STAIRS

VENT STACKVENT STACK
570.0'
572.0'
574.0'
576.0'
578.0'
580.0' 580.0' EDGE OF

PAVEMENT
582.0'
584.0'
586.0'
588.0'
590.0'
592.0'
594.0'
596.0'
598.0'
600.0'
585.5' B.O. PODIUM
586.8' T.O. PODIUM
602.0'
604.0'
606.0'
608.0'
612.0'
614.0'
616.0'
618.0'
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
632.0'
634.0'
610.0'
608.0' B.O. JOISTS
609.2' T.O. SHEATHING
596.8' B.O. JOISTS
598.0' T.O. SHEATHING
619.2' B.O. JOISTS
620.4' T.O. SHEATHING
630.4' B.O. JOISTS
631.6' T.O. SHEATHING
574.3' B.O. PODIUM
575.6' T.O. PODIUM
579.7'
586.8'
577.5'

PLANTERS

DRIVEWAY
645.8' T.O. PARAPET
641.6' B.O. JOISTS
642.8' T.O. SHEATHING
636.0'
638.0'
640.0'
642.0'
644.0'
646.0'
586.0'
OPEN

TO BEYOND
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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: 5'0' 10' 20'
1"=10' 73'-2" TOTAL BUILDING HEIGHT TO FINISH GRADE 78'-6" 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" 62'-4" TOTAL BUILDING HEIGHT TO FINISH GRADE FINISH LEVEL 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"

SOUTH ELEVATION
1 5'0' 10' 20' SCALE:
1"=10'

WEST ELEVATION
2 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

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
SW 6431

LEAPFROG
LEVEL 1
+ 0'-0"

PODIUM / GARAGE
- 11'-4"

BASEMENT
- 22'-6"
LEVEL 2
+ 11'-2"
LEVEL 3
+ 22'-4"
LEVEL 4
+ 33'-7"
LEVEL 5
+ 44'-9"
+ 56'-0"

SUB BASEMENT
- 33'-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
A

C F TYP
H TYP
J
A1
TYP
A1
TYP
B
G
TYP
G TYP
G
L
TYP
L
TYP
L
TYP
F TYP
A
C
H
C TYP
J
TYP
TYP G
A
A H
C
F TYP
H
L
TYP
J
TYP
TYP
F
TYP
D
H
TYP
J
TYP 10'-0" 1 10'-2 3/8"
2 TYP.

TYP. 2
2 TYP
APPROXIMATE SQUARE FOOTAGE:

THIS IS ONE BUILDING OF APPROXIMATELY 69,369 SQ.FT. 100% OF THE BUILDING IS RESIDENTIAL AND RESIDENTIAL ACCESSORY USES.

ACCESSORY USE BREAKDOWN:

R-2 (RESIDENTIAL)
A-3
B
S-2
46,627 sq.ft.
690 sq.ft.
8,162 sq.ft.
7,943 sq.ft.

ACCESSORY 2,696 sq.ft.
11'-2 3/8"
+ 67'-3" 80'-8" 10'-2 3/8"
+ 67'-3"
11'-2 3/8"
ROOF
F TYP
F TYP
10"
10" 10"
K
R-2.1 (ASSISTED LIVING) 3,251 sq.ft.

B
C
C C
C
C
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
B
A1
TYP C
B 4'-0"

FINISH & NATURAL GRADE BEYOND

NATURAL GRADE
3 CANOPY WITH APPROVED COVERING

HAVING A FLAME SPREAD INDEX OF NOT
GREATER THAN 25
NOTE: CBC BUILDING HEIGHTS MEASURED TO TOP OF ROOF MEMBRANE A2.1

ELEVATIONS
H TYP
4 3 EXIT DISCHARGE PATH, 48" CLEAR WIDTH
4 ROOF MEMBRANE
5 TYP
5 HAND RAIL, TYP.
5 TYP
K
K
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.
2 TYP.

TYP. 2
EXTERIOR LIGHT FIXTURE TOTAL - 95
SURFACE MOUNTED LIGHT FIXTURE - 94, SEE SHEET 3/A4.1
RECESSED SOFFIT LIGHT FIXTURE - 01, SEE SHEET 4/A4.1
TYP. 2 74'-6" LOWEST BLD'G ACCESS TO ROOF DECK
3/4 HOUR GLASS
1 HOUR GLASS
3/4 HOUR GLASS
MITIGATION MEASURE #3

STANDPIPE OUTLETS

ADDED AT NORTH &

SOUTH EXTERIOR WALLS
MITIGATION MEASURE #4
INCREASE FIRE RATING OF TYPE 1-A EXTERIOR
NON-BEARING WALLS 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 10' MIN. TYP.

NOTE: SEE FIRE ACCESS PLAN A5.0 FOR

MORE INFORMATION ON MITIGATING

MEASURES
10"
10" 10"
L TYP

MEZZANINE

MEZZANINE
ITEM 2A ATTACHMENT 8A

Page 551 of 1435 ends

558.0'
560.0'
562.0'
564.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0' 580.0' EDGE OF

EXIT STAIRS

VENT STACK
558.0'
560.0'
562.0'
564.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0' 580.0' EDGE OF

LANDING

EXIT STAIRS ELEVATOR
SHAFT
OPEN

TO BEYOND

VENT STACKVENT STACK
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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
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" 78'-7" TOTAL BUILDING HEIGHT TO FINISH GRADE 78'-7" TOTAL BUILDING HEIGHT TO FINISH GRADE 68'-2" TOTAL BUILDING HEIGHT TO FINISH GRADE 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"

NATURAL GRADE
SCALE: 5'0' 10' 20'
1"=10'

NORTH ELEVATION
3 5'0' 10' 20' SCALE:
1"=10'

EAST 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
H A
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"
ROOF
+ 56'-0"

SUB BASEMENT
- 33'-8"

PODIUM / GARAGE
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"

SUB BASEMENT
- 33'-8"

PODIUM / GARAGE
G
TYP
J
TYP
A1
TYP
A1
TYP
TYP
F TYP
J
TYP
H
L
C
A1
TYP
TYP
C
H
F
TYP
F 7'-6"
1 2
TYP
2 TYP
2 TYP
TYP 2
2 TYP 10'-0"
1 10'-0" 1 80'-6"
+ 67'-3"
K
TYP
F
C C
B
C
C
G
C
C
F TYP

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
B
G
TYP
TYP
B
F
TYP

CANOPY WITH APPROVED COVERING

HAVING A FLAME SPREAD INDEX OF NOT
GREATER THAN 25 4'-0"
NOTE: CBC BUILDING HEIGHTS MEASURED TO TOP OF ROOF MEMBRANE 9'-0" APPROXIMATE SQUARE FOOTAGE:

THIS IS ONE BUILDING OF APPROXIMATELY 69,369 SQ.FT. 100% OF THE BUILDING IS RESIDENTIAL AND RESIDENTIAL ACCESSORY USES.

ACCESSORY USE BREAKDOWN:

FINISH LEVEL
NATURAL & FINISH GRADE 78'-6"84'-6"
A2.2

ELEVATIONS

CANOPY WITH APPROVED COVERING

HAVING A FLAME SPREAD INDEX OF NOT
GREATER THAN 25 74'-9" LOWEST BUILDING ACCESS TO ROOF DECK TYP
H
TYP
TYP
TYP
4 4
3 TYP 2
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. TYP 2
EXTERIOR LIGHT FIXTURE TOTAL - 95
SURFACE MOUNTED LIGHT FIXTURE - 94, SEE SHEET 3/A4.1
RECESSED SOFFIT LIGHT FIXTURE - 01, SEE SHEET 4/A4.1

ELEVATORS AND STAIRWELLS ARE EXEMPT FROM
HEIGHT REQUIREMENTS PER CBC 504.3.

MITIGATION MEASURE #3

STANDPIPE OUTLETS ADDED AT
NORTH & SOUTH EXTERIOR WALLS 10' MIN. TYP.
3/4 HOUR
GLASS
3/4 HOUR
GLASS
3/4 HOUR
GLASS
NOTE: SEE FIRE ACCESS PLAN A5.0 FOR

MORE INFORMATION ON MITIGATING
MEASURES 81'-9"
10" 10"
10" 10"
R-2 (RESIDENTIAL)
A-3
B
S-2
46,627 sq.ft.
690 sq.ft.
8,162 sq.ft.
7,943 sq.ft.

ACCESSORY 2,696 sq.ft.

R-2.1 (ASSISTED LIVING) 3,251 sq.ft.

H
F
TYP

MEZZANINE

MEZZANINE
ITEM 2A ATTACHMENT 8A

Page 552 of 1435 ends

558.0'
560.0'
562.0'
564.0'
566.0'
568.0'
570.0'
572.0'
574.0'
576.0'
578.0'
580.0' 580.0' EDGE OF

PAVEMENT
556.0'
554.0'
582.0'
584.0'
586.0'
588.0'
590.0'
592.0'
594.0'
596.0'
598.0'
600.0'
585.5' B.O. PODIUM
586.8' T.O. PODIUM
602.0'
604.0'
606.0'
608.0'
612.0'
614.0'
616.0'
618.0'
620.0'
622.0'
624.0'
626.0'
628.0'
630.0'
632.0'
634.0'
610.0'
608.0' B.O. JOISTS
609.2' T.O. SHEATHING
596.8' B.O. JOISTS
598.0' T.O. SHEATHING
619.2' B.O. JOISTS
620.4' T.O. SHEATHING
630.4' B.O. JOISTS
631.6' T.O. SHEATHING
574.3' B.O. PODIUM
575.6' T.O. PODIUM
563.1' B.O. JOISTS
564.3' T.O. SHEATHING
Section
552.0'
550.0'
548.0'
546.0'
544.0'
542.0'
540.0'
538.0'
536.0'
534.0'
532.0'
530.0'
551.9' B.O. JOISTS
553.1' T.O. SLAB
540.5' B.O. SLAB
541.9' T.O. SLAB
645.8' T.O. PARAPET
641.6' B.O. JOISTS
642.8' T.O. SHEATHING
636.0'
638.0'
640.0'
642.0'
644.0'
646.0'
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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'-6 7/8"

NATURAL GRADE
79'-10 3/8"
70'-9 5/8"
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 1

BASEMENT

SUB BASEMENT
PL
PL
EP
5%
20%
2%
8%
580.0'
579.0'
571.85' 571.0'
564.3'
81'-7 15/16"
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"66"

CAR STACKER
WELL, TYP.

GARAGE

EQUIPMENT ROOF
SCALE: 5'0' 10' 20'
1"=10'

SECTION A-A
1 564.2'
564.0'
566.0'

5.1%
6%
8'-10 3/8"
11'-2 3/8"
LEVEL 5/ ROOF TERRACE 11'-2" 9'-10"
557.0'
551.7'
553.1'
540.5'
541.9'

RETAINING WALL W/

BACKDRAIN

RETAINING WALL W/

BACKDRAIN
4 C4
4 C4
4 C4

FINISH GRADE

AT DRIVEWAY

FINISH GRADE AT CAR

STACKER BEYOND

FINISH GRADE

AT DRIVEWAY

FINISH GRADE AT CAR

STACKER BEYOND
VENT SHAFT 2'-1"
LEVEL 5 TYP. 8'-6"

CANOPY WITH APPROVED COVERING

HAVING A FLAME SPREAD INDEX OF NOT
GREATER THAN 25
A3.1

SECTIONS

STEEL POST
ELEVATOR STAIR #2

MEZZANINE
ITEM 2A ATTACHMENT 8A

Page 553 of 1435 ends

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

ELEVATION
4'-0" 4'-0" 8'-0" SECTION
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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

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
A4.1

DETAILS
ITEM 2A ATTACHMENT 8A

Page 554 of 1435 ends

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'

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'
57'-0"
LADDER SHOWN AT 80' 9'-0"
CL
Mora Dr.

Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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 5/9/2023 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 1/28/2025 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.
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.

MITIGATION MEASURE #1

BUILDING EQUIPED THROUGHOUT W/

APPROVED AUTOMATIC SPRINKLER
SYSTEM PER CBC SEC. 903.3.1.1
MITIGATION MEASURE #1

BUILDING EQUIPED THROUGHOUT W/

APPROVED AUTOMATIC SPRINKLER
SYSTEM PER CBC SEC. 903.3.1.1
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

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.

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
MITIGATION MEASURE #2 SEPERATE

FIRE DEPARTMENT ACCESS THIS SIDE

OF BUILDING (NO OCCUPANT EGRESS
THIS SIDE OF BLD'G) EXCEPTION:

WHEELCHAIR RAMP IN FIRST 30'
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.

MITIGATION MEASURE #3

STANDPIPE OUTLETS ADDED AT

NORTH & SOUTH EXTERIOR WALLS
MITIGATION MEASURE #3

STANDPIPE OUTLETS ADDED AT

NORTH & SOUTH EXTERIOR WALLS
MITIGATION MEASURE #2 SEPERATE

FIRE DEPARTMENT ACCESS THIS SIDE OF

BUILDING (NO OCCUPANT EGRESS THIS
SIDE OF BLD'G) EXCEPTION: WHEELCHAIR
RAMP IN FIRST 50'
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
MITIGATION MEASURE #4
INCREASED FIRE RATING AT TYPE 1-A
SOUTH WALL, SEE ELEVATIONS A2.1
MITIGATION MEASURE #5
REMOVAL OF GLASS BELOW 10' FROM

FIREFIGHTER'S INGRESS PATH AND

INCREASE FIRE RESISTANCE OF
REMAINING GLASS, SEE ELEVATIONS A2.1
67'-9"

57.68°
4'-4"
ITEM 2A ATTACHMENT 8A

Page 555 of 1435 ends

VAN

LOADING
1 2 EV
30 29 28
EV EV

EV EV EV
EV EV
31 27
3,4,5 6,7,8 9,10,11 12,13,14 15,16,17 18,19,20 21 22
24 25 26
23 12 9 6 3 18 21 24 27 30 33 36
45 48
15 39 42 10
8 8
7 7 10 OFF 10
8 8
7 7 10 OFF
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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'

FIRE EGRESS & OCCUPANCY NORTH
20' 40' 60'
LEVEL 2 BUILDING PLAN
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
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

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

FITNESS
500 SF
B 50
10 10
3 13
DIAGONAL DISTANCE = 58'-8"

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:

FITNESS ROOM

EXIT DISCHARGE
44" CORRIDOR
1031 SF
R-2 200
5 5
3 DIAGONAL DISTANCE = 69'-4"

UTILITY

NOT OCCUPIED

BASEMENT OCCUPANCY LOAD
3+5=8
0 34' TRAVEL DISTANCE
46' TRAVEL DISTANCE FROM MOST

REMOTE PORTION OF MOST

REMOTE UNIT TO COMMON PATH
OF TRAVEL. 78' TO EXIT STAIR.
46' 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

UTILITY UP
IDF
DECK
8 JANITOR

JANITOR

NOT OCCUPIED

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 5 ROLL-UP DOOR
UP
STORAGE 1STORAGE 2STORAGE 3STORAGE 4 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 1
EXIT SEPARATION: 150'-4"

COMPONENT WIDTH
OTHER THAN STAIRS:
44" CORRIDOR
638 SF
R-2 200
3 1031 SF
R-2 200
5 3
26 35' TRAVEL DISTANCE
UP
EXIT
STAIR #2
DECK

ELEVATOR
#2
50' TRAVEL DISTANCE FROM MOST

REMOTE PORTION OF MOST

REMOTE UNIT TO COMMON PATH
OF TRAVEL. 85' TO EXIT STAIR.

DECK DECK

LAUNDRY

UTILITY
1,065 SF
R-2 200
1,004 SF 5
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
74' TRAVEL DISTANCE
58' TRAVEL

DISTANCE
58' TRAVEL DISTANCE FROM MOST REMOTE

COMPONENT WIDTH
OTHER THAN STAIRS:

ELEVATOR
#2
EXIT
STAIR #2
IDF

FAN CHASE

EXIT DISCHARGE
98' TRAVEL DISTANCE 98' TRAVEL DISTANCE
40' TRAVEL DISTANCE FROM MOST REMOTE

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 F

FLOOR PLAN C

DECK DECK

DECK DECK DECK
UP

JULIET BALCONY
DINING
MEDIA

JULIET BALCONY

WORK STATION

SUPPLY ROOM

COMPONENT WIDTH
OTHER THAN STAIRS:

ELEVATOR
#2
EXIT
STAIR #2

ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH

FLOOR PLAN G

DECK DECK DECK DECK

COMPONENT WIDTH
OTHER THAN STAIRS:

ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH

YOGA ROOM

DECK DECK DECK DECK

DECK DECK
UP

JULIET BALCONY
DIAGONAL DISTANCE = 220'-8"
TRASH
143 SF
B 100
1 MUSIC RM
330 SF
B 50
7 5
7 5
1 7
26 5 5 5
197 SF
B 50
4 4 5
60' TRAVEL

DISTANCE
60' TRAVEL DISTANCE FROM MOST REMOTE

COMPONENT WIDTH
OTHER THAN STAIRS:

ELEVATOR
#1
EXIT
STAIR #1
IDF
TRASH

FLOOR PLAN B FLOOR PLAN A

DECK DECK DECK

DECK DECK DECK DECK

MUSIC ROOM
BATH
ROOF
48" HT. GLASS RAIL
UP 48" HT. GLASS RAIL
DECK

COMPONENT WIDTH
OTHER THAN STAIRS:

DIAGONAL DISTANCE = 192'-0"

ELEVATOR
#1
EXIT
STAIR #1
DN
POOL

DOG RUN
POWDER
ROOM
POWDER
ROOM
MECH.ROOM

ROOF GARDEN

KITCHEN

BALCONY BELOW
REF ROOM PANTRY 86' TRAVEL DISTANCE
86' TRAVEL DISTANCE

ROOF GARDEN
222 SF
B 50
4 POOL
359 SF
R-2 50
7 KITCHEN
657 SF
R-2 100
7 DINING
665 SF
A-3 15
44 CANOPY COURT
297 SF
B 50
6 DOG RUN
347 SF
B 50
7 SITTING AREA
MECH

NOT OCCUPIED
7 42
44 3
10 31
11 4
7 MULTI PURPOSE
470 SF
A-3 15
31 DINING

MULTI PURPOSE ROOM

UNCOVERED

SITTING AREA

CONOPY COVERED

SITTING AREA

UNCOVERED

SITTING AREA
A5.1

FIRE EGRESS & OCCUPANCY
638 SF
R-2 200
3 638 SF
R-2 200
3 FLOOR PLAN FR
DECK
5 50' TRAVEL

DISTANCE
DECK
638 SF
R-2 200
3 UP
26' TRAVEL DISTANCE
44" CORRIDOR
UP
22' TRAVEL DISTANCE
UP 7' TRAVEL DISTANCE
44" CORRIDOR EXIT SEPARATION:156'-9"
23 84' TRAVEL DISTANCE 84' TRAVEL DISTANCE

ELEVATOR
#2
EXIT
STAIR #2
IDF
UP
DECK
44" CORRIDOR EXIT SEPARATION:156'-9"
26 84' TRAVEL DISTANCE 84' TRAVEL DISTANCE

ELEVATOR
#2
EXIT
STAIR #2
IDF
UP
EXIT SEPARATION:156'-9"
150

ELEVATOR
#2
EXIT
STAIR #2
UP
POWDER
ROOM

PREP ROOM
TRASH

KITCHEN STORAGE

SITTING AREA
TRASH
143 SF
B 100
1 SHUFFLE BOARD

FIRE PIT
7 130 SF
B 50
3 FIRE PIT

FLOOR PLAN K

FLOOR PLAN M

FLOOR PLAN O

FLOOR PLAN Q

FLOOR PLAN I
737 SF
R-2 200
4 3
5 7
1,024 SF
R-2 200
5 1,392 SF
R-2 200
7 JULIET BALCONY
40' TRAVEL

DISTANCE

FLOOR PLAN HR

FLOOR PLAN BB

FLOOR PLAN H

FLOOR PLAN BP

FLOOR PLAN BR

FLOOR PLAN H

FLOOR PLAN AL

FLOOR PLAN D
LEVEL 1 OCCUPANCY LOAD
5+1+1+5+7+2+1+2+6+5+2+2+1+2+3+4+3=52/2=26

DECK DECK
1,362 SF
R-2 200
7 695 SF
R-2 200
3 737 SF
R-2 200
4 696 SF
R-2 200
3 FLOOR PLAN E

FLOOR PLAN H FLOOR PLAN I FLOOR PLAN J
1,024 SF
R-2 200
5 1,392 SF
R-2 200
7 1,006 SF
R-2 200
5 FLOOR PLAN D

GIFT SHOP
40' TRAVEL

DISTANCE
40' TRAVEL DISTANCE FROM MOST REMOTE

PORTION OF MOST REMOTE UNIT TO COMMON
PATH OF TRAVEL. 105' TO EXIT STAIR.
1,359 SF
R-2 200
7 1,079 SF
R-2 200
5 1,061 SF
R-2 200
5 FLOOR PLAN E

FLOOR PLAN A FLOOR PLAN B
526 SF
B 100
5 DECK

JULIET BALCONY
1,024 SF
R-2 200
5 1,392 SF
R-2 200
7 1,006 SF
R-2 200
5 FLOOR PLAN D FLOOR PLAN G

FLOOR PLAN F

FLOOR PLAN C
1,397 SF
R-2 200
7 7
7' TRAVEL DISTANCE
60' TRAVEL DISTANCE FROM MOST REMOTE

PORTION OF MOST REMOTE UNIT TO COMMON
PATH OF TRAVEL. 137' TO EXIT STAIR.
60' TRAVEL

DISTANCE
LEVEL 3 OCCUPANCY LOAD
5+1+5+7+5+7+7+5+5=47/2=23
1,079 SF
R-2 200
5 1,061 SF
R-2 200
5 1,359 SF
R-2 200
7 1,026 SF
R-2 200
5 7' TRAVEL DISTANCE
1,024 SF
R-2 200
5 FLOOR PLAN C
1,392 SF
R-2 200
7 FLOOR PLAN F
1,006 SF
R-2 200
5 FLOOR PLAN D
LEVEL 4 OCCUPANCY LOAD
7+4+1+5+7+5+5+7+5+5=51/2=26

FLOOR PLAN E

ART ROOM

CRAFT ROOM
644 SF
43 ART
CRAFT
696 SF
A-3 15
46 A-3 15
43 46

BMR BMR
BMR
ITEM 2A ATTACHMENT 8A

Page 556 of 1435 ends

541.9' UP
553.1' DN
UP
557.1'
VAN

LOADING
1 2 EV
30 29 28
EV EV

EV EV EV
EV EV
31 3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y

SPARE P C T
UP DN
564.3'
27 3,4,5 6,7,8 9,10,11 12,13,14 15,16,17 18,19,20 21 22 24 25 26
23 575.6'
12 9 6 3 18 21 24 27 30 33 36
45 48
586.8'
15 586.8'
39 42
P C T
598.0'
P C T
609.2'
P C T
620.4'
620.4'
P C T
631.6'
P C T 10
8 8 7 7 10 OFF 108 8
7 7 10 OFF
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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 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
16,308 SF (.374 ACRES)
FLOOR AREA RATIO: 4.25 FAR = 69,369sf/16,308sf
ZONING FLOOR AREAS:

LEVEL AREA
BASEMENT ENCLOSED AREA 2,438 SF

LEVEL AREA
BASEMENT CBC AREA 2,203 SF
5,927 SF
5,956 SF
5,916 SF
5,721 SF
TOTAL TYPE 111-A 28,524 SF
TOTAL TYPE 1-A 19,047 SF

CBC FLOOR AREA INCLUDES ALL EXTERIOR
BALCONIES COVERED BY PROJECTION ABOVE.

VERTICAL SHAFTS EXCLUDED

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: (PER CBC) TYPE 1-A
TYPE 111-A
This level contains seperated occupancies: S-2 Parking Garage, B Office, R-2 Allowable Building Height (Table 504.3): Unlimited (R-2 Most Restrictive Use) Allowable Number of Stories (Table 504.4): Unlimited (R-2 Most Restrictive Use) Allowable Building Area (Table 506.2): Unlimited (R-2 Most Restrictive Use) Max Allowable Area per Story: Unlimited (R-2 Most Restrictive Use) Proposed: 19,047 sf
LEVEL (BASEMENT, PODIUM 1, PODIUM 2) ALLOWABLE BUILDING AREA PER FLOOR (TYPE 1-A) LEVEL 1: R-2, R2.1, B
SUB BASEMENT ENCLOSED AREA 1,547 SF
LEVEL 4 ENCLOSED AREA 10,718 SF
SUB BASEMENT CBC AREA 1,412 SF
4,830 SF
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 = 5,916 sf OK 4,408 sf OK
Level 2 Proposed = 5,927 sf OK 4,416 sf OK
Level 3 Proposed = 5,956 sf OK 4,439 sf OK
Level 4 Proposed = 5,721 sf OK 4,264 sf OK
Level 5/Roof Proposed = 5,004 sf OK 0 sf OK
(note: Roof area is located on 5th level above front podium) 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): 28,524 sf OK COMPARTMENT-B: Proposed Building Area Levels 1,2,3,4,5/ Roof (CBC): 17,527 sf OK LEVEL 1-5 ALLOWABLE BUILDING AREA TOTAL FOR EACH COMPARTMENT (TYPE 111-A) PODIUM /GARAGE CBC AREA 10,602 SF
PODIUM /GARAGE ENC'D AREA 11,044 SF
5,004 SF
2,203 SF
1,412 SF
10,602 SF
5,927 SF
5,956 SF
5,916 SF
5,721 SF
TOTAL TYPE 111-A
5,004 SF

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 TERRACE AREA DIAGRAM

DECK AREA COUNTED IN CBC

FLOOR AREA WHERE COVERED
BY PROJECTION ABOVE, 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, B, R-2 (ACCESSORY USE KITCHEN)
LEVEL 4: R-2, B, A-3
R2.1 ASSISTED LIVING

COMPARTMENT A COMPARTMENT B

COMPARTMENT-A

COMPARTMENT-A
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA
4,416 SF
4,439 SF
4,408 SF
4,264 SF
TOTAL TYPE 111-A 17,527 SF
LEVEL 5/ROOF CBC AREA (from Podium) 0 SF

COMPARTMENT-B

COMPARTMENT-B
COMP-A
TYPE 111-A
4,416 SF
4,439 SF
4,408 SF
4,264 SF
TOTAL TYPE 111-A
0 SF
COMP-B
A5.2

ALLOWABLE AREA CALC'S & CODE ANALYSIS
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA

MEZZANINE CBC AREA
LEVEL 5/ROOF CBC AREA (from Podium)
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA
LEVEL 5/ROOF CBC AREA (from Podium)

BASEMENT CBC AREA

SUB BASEMENT CBC AREA

PODIUM /GARAGE CBC AREA
LEVEL 1 CBC AREA
LEVEL 2 CBC AREA
LEVEL 3 CBC AREA
LEVEL 4 CBC AREA
LEVEL 5/ROOF CBC AREA (from Podium)
TOTAL TYPE 1-A 19,047 SF
MEZZANINE CBC AREA 4,830 SF
28,524 SF
17,527 SF
ITEM 2A ATTACHMENT 8A

Page 557 of 1435 ends

PM-1

PARCEL MAP

CLARA COUNTY RECORDS, A PORTION OF SAN ANTONIO RANCHO AND

TOWN OF LOS ALTOS HILLS SANTA CLARA COUNTY CALIFORNIA
JOHN BERRY CIVIL ENGINEER RCE 18720
2149 AVY AVENUE, MENLO PARK, CA 94025
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.

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.

SOILS REPORT NOTE
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 MAY 2023
1 (650) 400-9003
OWNER: FORREST LINEBARGER

EDGE OF SHEET
ITEM 2A ATTACHMENT 8A

Page 558 of 1435 ends

℄
℄ MORA DRIVE
S 88° 36' 00" W 255.12'
S 06° 24' 40" W 59.00'
S 89° 19' 00" E 260.52' N 00° 41' 00" E 68.00'
LOT 1
16,308 SF +/-
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
LEGEND

CENTERLINE

EASEMENT LINE

PRIVATE ACCESS

EASEMENT

LOT LINE

ADJOINING PROPERTY LINE
10'0' 20' 40' SCALE:
1"=20'

LANDS OF KLEIN
APN: 331-15-021
FOUND 3/4" IRON

PIPE, OPEN,
201 MAPS 53
FOUND 3/4" IRON PIPE WITH
TAG (SFNF), PER 201 MAPS 53

POINT OF BEGINNING
S.W. CORNER LOT 1,
'Y' MAPS 53 BASIS OF BEARINGS
FOUND 3/4" IRON PIPE,
OPEN (827 MAPS 10)

LANDS OF KLEIN
APN: 331-14-063

PRIVATE UTILITY

EASEMENT
PRUE

PRIVATE SANITARY

SEWER EASEMENT
PSSE

PRIVATE INGRESS AND

EGRESS EASEMENT
PIEE

EMERGENCY VEHICLE

ACCESS EASEMENT
EVAE
.374 AC +/-
DISTINCTIVE BORDER EϬϬΣϰϭΖϬϬΗ

LOT 2,
'Y' MAPS 53
PORTION OF LOT 1,
'Y' MAPS 53
SHEET 2 OF 2
PM-2

EDGE OF SHEET

SEARCHED FOR NOT
FOUND
SFNF

EXISTING IRON PIPE

MONUMENT

NEW IRON PIPE

MONUMENT TO BE SET

PARCEL MAP

CLARA COUNTY RECORDS, A PORTION OF SAN ANTONIO RANCHO AND

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

FOR CONDOMINIUM PURPOSES
CONSISTING OF 43 RESIDENTIAL UNITS

AND ONE COMMON LOT
ITEM 2A ATTACHMENT 8A

Page 559 of 1435 ends

Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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

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

GEOTECHNICAL ENGINEER
STEVENS, FERRONE & BAILEY ENGINEERING COMPANY, INC.

P.O. BOX 815
CONCORD, CA 94522-0815

PROJECT INFORMATION
ADDRESS: 10728 MORA DRIVE
ZONING: R-A
APN: 331-15-061
LOT AREA: 16,308 SF .374 ACRE
FLOOR AREA RATIO: 4.25 69,369 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 10%

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 A-3 S-2

MEZZANINE
LEVEL 1
LEVEL 2
LEVEL 5/ROOF

ACCESSORY TOTALS PER FLOOR
TOTALS
5,215
2,569 11,060
879 5,227
2,569 2001 7,590 1,005 69,369

SUB BASEMENT, BASEMENT, 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
8,857

B EXERCISE, MEDIA, LAUNDRY, MAIL, DINING, LOBBY, TRASH, SUPPLY ROOM, MUSIC ROOM,

UTILITY ROOM, GIFT SHOP, YOGA ROOM

PROPOSED
PARKING:

VEHICLES:

BIKES:

LONG TERM 7
SHORT TERM 0
REGULAR SPACES 24 (.55/UNIT)
ACCESSIBLE SPACES 2
BASEMENT 2,438
LEVEL 3
LEVEL 4 10,718
11,060
11,060
1,547

ROOF DECKS, COVERED TERRACE, MULTI PURPOSE ROOM, CRAFT ROOM, ART ROOM 551
2,177
636
A2.1 ELEVATIONS
ACCESSORY OCCUPANCY USES:

PM-1 PARCEL MAP PAGE 1
PM-2 PARCEL MAP PAGE 2

SCOPE OF WORK
(N) 43 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.

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 (.62/UNIT)
A5.1 OCCUPANCY & EGRESS PLANS
A5.2 CODE ANALYSIS & ALLOWABLE AREA
A1.2 BUILDING FLOOR PLANS & ROOF PLAN

UNIT FLOOR PLANS
126
598
R-2.1 RESIDENTIAL ASSISTED LIVING, NURSING STATION
NO. OF UNITS

RESIDENTIAL
PROPOSED LAND USES:

SQUARE FOOTAGE 69,369
43 NON RESIDENTIAL
0 0

ALL DEVELOPMENT IS IN THE RESIDENTIAL ZONING CATEGORY
1,821
PROJECT DESCRIPTION:

DEVELOPMENT AREA: 14,379 SF* 88.2 % OF LOT AREA
PODIUM / GAR. 11,044
180
817
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
4,617
6,314
47,347
9,902
10,243
2,312
2,720
C5 STORMWATER MANAGEMENT PLAN
A5.0 FIRE ACCESS PLAN
CO

COVER SHEET
7,590
2,527
C6 SOIL EROSION AND SEDIMENT CONTROL PLAN &

CONSTRUCTION OPERATION PLAN
ARTISTIC RENDERING. SEE SHEETS A2.1 & A2.2 FOR PROPOSED ELEVATIONS 996
OWNER

FORREST LINEBARGER
151 CERVANTES ROAD
PORTOLA VALLEY, CA 94041
1 (650) 324-0688
DENSITY CALCULATIONS :

0.374 Acre
13 Total Extremely-Low Income Units 3
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

FIRE PROTECTION CONSULTANT

WILDLAND RESOURCE MANAGEMENT
316 CALIFORNIA AVE #68
RENO, NV 89509
1 (510) 502-4737
INT-1 JOINT TRENCH
10,243 817
734
ITEM 2A ATTACHMENT 8A

Page 560 of 1435 ends

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
2 2

CONCRETE CURB
(#1) (#2)
(#3)
Asphalt

SPECIES STATUS

TREE TO BE REMOVED

UPPER FLOOR BUILDING OUTLINE

BUILDING ENVELOPE

MORA DRIVE
(E) PRIVATE RD.
15 VISITOR PARKING, 10' x 20'
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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 - LOT 1

2. MFA:

3. MDA:

PROPOSED
FLOOR AREA: 67,162 sq.ft.
67,162 sq.ft.

GROSS LOT AREA: .374 ARCES
+ 7,500 sq.ft.

TOTAL MDA: 7,500 sq.ft.

PROPOSED
SQUARE FOOTAGE:

4. SQ. FT. OF CONSTRUCTION: 69,369 sq.ft.

SUB BASEMENT: 1,547 sq.ft.

BASEMENT: 2,438 sq.ft.
(MAX FLOOR AREA)
(MAX DEVELOPMENT AREA)

5. PROPOSED DEVELOPMENT AREA (MDA):

DRIVEWAY & PARKING : 737 sq.ft.

PATIO & WALKWAYS: 2,598 sq.ft.
737 sq.ft.
2,598 sq.ft.

1. LOT SIZE:

DECK: 5,197 sq.ft.

RESIDENTIAL BUILDING & DECKS*: 11,044 sq.ft. 11,044 sq.ft. 16,308 sq.ft.
5,000 sq.ft.*
7,500 sq.ft.*

GROSS CREDIT NET
14,379 sq.ft.

ZONING CATEGORY

PRIMARY DWELLING

ACCESSORY USE
(PER SECTION 10-1.502(c))

6. NEW LANDSCAPE AREA: 1,929 sq.ft.

PROPOSED DEVELOPMENT AREA: 14,379 sq.ft.
* = MEASURED ON HORIZONTAL PLANE PER SECTION 10-1.503(c) LEGEND

IDENTIFIERS

WORK NOTES

TREE INVENTORY
SEE SHEET C3 FOR SITE PLAN
FEATURES "THAT" RELATE

TO GRADING & DRAINAGE,

INCLUDING GRADING

SPECIFICATIONS &
DRAINAGE STRUCTURES.

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: .374 ARCES 16,308 sq.ft.

Registered Civil Engineer
Berry & Associates
John C. Berry
151 Cervantes Road
Portola Valley, CA 94041
Phone: (650) 324-0688
(E) 8" SANITARY

SEWER MAIN

1. THERE ARE NO FEMA FLOOD PLAINS OR FLOOD HAZARD
AREAS ON THIS SITE.

SITE PLAN NOTES
(E) IRON PIN
(E) IRON PIN
(E) IRON PIN
(PER SECTION 10-1.503(c))

MORA DRIVE

PROPOSED DEVEVELOPMENT AREA LEGEND
Decomposed
Granite

EXISTING STREET

2. CURRENT USE CONTAINS NO EXISTING DEVELOPMENT
AREA.
& 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
4A
5A
5B
5C

NEW LANDSCAPE
AREA
LEGEND

FLOOR AREA

COUNTED FOR MFA

APPROXIMATE LOCATION & DISTANCE OF
SANITARY SEWER LATERAL 18
18 E.P.

Araucaria araucana
Cedrus deodara
Pinus radiata
2 R=28'-0"
(N) APARTMENT

BUILDING
APN 331-15-061
TYP
(#14)
(#12)
(#15)
(#16)
13 14
15 TYP

RESIDENTIAL FIRE

TURNAROUND PER SANTA

CLARA COUNTY FIRE

DEPARTMENT, SEE SHEET
A5.0 FIRE ACCESS PLAN 30'-0"30'-0"21'-4"
60'-0" 6'-9"
1 A3.1
1 A3.1
ELEV
STAIRS
ELEV
STAIRS
11 25'-0"
2 2
2 10 10
10 10
15 17
PROPERTY LINE 255.12' PROPERTY LINE 260.52'
17 TYP
1 A2.1
3 A2.2
4 A2.2
2 A2.1
E.P.
5'-0"
5'-0"
12 8
X
X
X
X
X
X
TYP
PRMY.DWELLING/GARAGE PODIUM /GARAGE: 11,044 sq.ft.

PRIMARY DWELLING LEVEL 4: 10,718
PRIMARY DWELLING LEVEL 1: 11,060
PRIMARY DWELLING MEZZANINE: 5,215
PRIMARY DWELLING LEVEL 3: 11,060
PRIMARY DWELLING LEVEL 2: 11,060
sq.ft.
sq.ft.
sq.ft.
sq.ft.
sq.ft.
2,291 sq.ft.
10,812 sq.ft.
10,291
10,770
5,068
10,770
10,770
sq.ft.
sq.ft.
sq.ft.
sq.ft.
sq.ft.

FLOOR AREA
4B
4D
4E
4F
4G
4C
4A
4B
4C4D
4E4F 4G
3 NOT IN USE

NOT IN USE
6 9 16'-8" 20'-5"
1'-8"
1'-8"
6 9

DECK PROJECTION
10 20'-0"
9'-6"
5'-0"
5'-1"
5'-0"
5'-0"
5G
5G
5G
5G
TYP.
5G TYP.

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 5,227 sq.ft.

PUMP

SERVICE
AREA
Concrete

FLOW THROUGH

PLANTER

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.

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.

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.

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

2. SEE TOWN OF LOS ALTOS HILLS STANDARD SPECIFICATIONS AND NOTES WHERE APPLICABLE FOR GENERAL NOTES NOT SHOWN.

4. SEE TOWN OF LOS ALTOS HILLS STANDARD SPECIFICATIONS AND NOTES FOR TRAFFIC CONTROL NOTES WHERE APPLICABLE.

AIR CONDITIONING UNIT
LOCATION, TYP.

DECK PROJECTION, TYP.

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.
6' TALL SOLID

REDWOOD FENCING,
SEE DETAIL 2/A4.1
9 9
9 9
9 9
9 9
4,947 sq.ft. 4H
4H
1,443
5C
5A
5B
5C 5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
5C
X 30'-0"
C1

SITE PLAN
LEVEL 5 / ROOF TERRACE:

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.

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.

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

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

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

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

NUMBER OF PUBLIC/PRIVATE FIRE HYDRANT(S) AS SHOWN ON SHEET A5.0

GENERAL NOTES
Quercus agrifolia
Pinus halipersis
Quercus agrifolia
Quercus agrifolia
Quercus agrifolia
(#13)
2 (#4)
2 REMAIN
X
X
DBH

31.2 20.3

12.1 38.3

25.6 30.2

18.7 18.1

18.2 24.1
(#20)(N)
16 Quercus agrifolia 15.1 X

SPECIES STATUS
20 21
23 #
Quercus agrifolia New
SIZE
24 box

PROPOSED TREES
Quercus agrifolia
Quercus douglasii
24 box
New
New
2 22 Quercus agrifolia 24 box New
(#21)(N)
(#22)(N)
(#23)(N)

NOT IN USE
Pinus halipersis
Pinus halipersis
24 box
11 Quercus agrifolia 13.1 REMAIN
(#11)

5. 150' SIGHT VISIBILITY TRIANGLE: PLANTS & OBSTRUCTIONS 3'

MAX TALL, BOTTOM OF TREE CANOPIES TO BE MAINTAINED AT
14' MIN.
sq.ft. 20'-4"
ITEM 2A ATTACHMENT 8A

Page 561 of 1435 ends

SS SS SS SS SS SS
W
W
W
W
W
W

TOPOGRAPHY

MORA DRIVE, LOS ALTOS HILLS,
CA.

GEOLOGICAL ZONE
toe of slope
Spot Elevation xxx.x
LOT 1
APN# 331-15-061
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
(E)8" SS

EXISTING TOPOGRAPHY
ITEM 2A ATTACHMENT 8A

Page 562 of 1435 ends

W W
FIRE
HYD.

ASPHALT
(E) GARAGE
564
572
566
568 566
564
570
562 560 558
556

ASPHALT
(E) GARAGE
576
574 576
580 578 PINE 30" 20" MONKEY PUZZLE
P
S MORA DRIVE (50' ROW)
℄
℄

P SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
574 572 570 568 562 560 558 556
SS SS
SS SS
SS SS N 00° 41' 00" E

59.00' 68.00'
S 06° 24' 40" W
S 89° 19' 00" E
260.52'
S 88° 36' 00" W
255.12'
554
554 552 550
552 550
544
548
548
546
546
544 542540
542
540
538 536 534
538
536
538
536
534
532
532

5.0%
580.0'
576
579.0'
571.85' 571.0' 564.0'
579.5'

5.0% 20.0% 2.0% 8.0% 5.0%
577.5'

5.0%
571.85'
571.85' 586.8'

3.0%
579.7'
579.4' 579.1'
579.7' 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 CO
CO CO
CO
CO CO
CO
CO
CO
CO
CO
578
AD
578.5'
577.5'
577.4' 576 574 572 566 564 562 560

3.1% 5.1% 558556 554 552 550 548 546 542

6.1%
541.8'
566.0'
564.2'

6.0% 572570 568 566

6.1% 564 560554
542

5.0%
586.0'
15' RAMP 8% 8' RAMP 8%
15' RAMP
8%
584.8'
20' RAMP
8% 583.6' 582.0'
581.8'
VAN

LOADING
1 2 EV 3,4 5,6 7,8
26 25 24
EV 9,10 11,12 13,14 EV

EV EV EV
15 16 EV 18 19 20,21
EV
23 17
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y

SPARE P C T
544
542.0' 548 556
27 574
538.0'
534.0' 19" PINE PINE 24" PINE 24" 16"OAK 14"OAK OAK 23" 18"OAK

8.0% 558
573.9'
568.9' 568.3'
561.6' 559.3' 557.5' 554.6'
553.0'
547.2'

8.0%

8.0% 8.0%

8.0%

5.0%

RL RL RL RL RL RL RL RL RL RL RL

RL RL RL RL
RL
RL
RL
AD
AD
AD
AD

AD AD AD AD AD AD AD AD AD

AD AD AD
T.O.S.
541.9'
T.O.S.
553.1'
T.O.S.
541.9'
546
541.7'
578.3' 550552
542.3' 541.8'

5.0% 544
567.6' 565.3' 564.0' 561.1' 557.1' 542.8' 568568.75' 570 557.1' 562
22 G G G G G SWITCHGEAR MPOE
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

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

ASPHALT

TOP OF GRADE
INVERT
LEGEND
SCALE: NOTE: CONTOUR INTERVAL IS 2'-0"
GRADING DRAINAGE & UTILITY PLAN 5'-0"

EDGE OF

PAVEMENT
(N) SUB-SURFACE

TRANSFORMER, SEE
SHEET INT-1
(N) 4" SCH 40 PVC DOMESTIC
(N) 4" SCH 40 PVC FIRE

EDGE OF

PAVEMENT
(E) 8" S.S.

MAIN LINE
8 UT-2
C4
TYP.
6 C4
6 C4
1 C5
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
1 1
1 1
1 4
C4
TRENCH
DRAIN
TRENCH
DRAIN
4 TREE TO
REMAIN

TREE TO
REMAIN
10 C4
(E) UTILITY POLE,
SEE SHEET INT-1
9 C4
5 C4
(E) SSMH
RIM 582.1'±
INV 576.1'±
SSCO
TG/RIM 578.7'
INV 574.7'
TW 538.8'
BW 536.0'
12 TW 577.5'
BW 575.0'
TW 579.7'
BW 575.0'
ELEC
ROOM
UP UP UP 10
10 5
5 7 2
13 6
UP UP 5'-0"

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
6 1033
14'-0"
2'-0"
1,081
IMPORT
EXPORT 1,081
0 0
TOTAL

GAS METER, SEE
SHEET INT-1
TW 542.8'
BW 540.0'
3 C4
TW 542.8'
BW 542.0'
TW 541.7'
BW 536.1'
TW 534.8'
BW 531.8'
TW 534.8'
BW 533.0'
TEMP. CONST.

FENCING

CONSTRUCTION

STAGING AREA

CONSTRUCTION

STAGING AREA
Provide Traffic
Control

FIRE SPRINKLER PROTECTION SYSTEM TO

BE PROVIDED PER CALIFORNIA STATE

STANDARD DETAILS & SPECIFICATIONS

PROVIDED BY SANTA CLARA COUNTY FIRE

DEPARTMENT
Fire Protection Requirements
4" FM
TW 546.0'
BW 542.0'
TW 541.7'
BW 538.0'
TW 534.8'
BW 534.0' ROCK OUTFALL
INV 532.6'
UT-1
C4
TYP.

TW 558.9'
TW 568.5' BW 555.6'
BW 568.2' TW 577.4'
BW 573.0'
TW 573.0'
BW 569.0' TW 564.6'
BW 563.6'

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.

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
32 32
32 33 REROUTE PEDESTRIAN & BICYCLE TRAFFIC. PEDESTRIAN
PROTECTION TO BE PROVIDED PER CBC SEC. 3306
34 REROUTE VEHICULAR TRAFFIC. TRAFFIC CONTROL TO BE

RETAINING WALL BELOW W/

BACKDRAIN, SEE SECTION
A3.1 & DETAIL 4/C4

RETAINING WALL BELOW W/

BACKDRAIN, SEE SECTION
A3.1 & DETAIL 4/C4
TG 579.3'
INV 578.3'
UP
UP
RIM/TG 541.7'
INV IN 540.0'
INV OUT 535.4'
TW 542.8'
BW 538.0'
TW 538.8'
BW 534.0'
UP
TW 568.9'
BW 569.7'
E.P.
14 14

FDC PIV
TW 555.1'
BW 553.1'
TW 553.9'
BW 541.9'
TW 547.9'
BW 541.9'
TW 553.1'
BW 541.9'
TW 564.2'
BW 553.1'
TW 557.1'
BW 553.1' TW 554.9'
BW 541.9'
TW 553.9'
BW 541.9'
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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
C3

GRADING, DRAINAGE & UTILITY PLAN
14 TW 557.1'
BW 553.1'

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

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

SWITCH BOARD
31 (E) SS
RIM 579.7'±
INV 573.7'± (N) 6" ABS S.S. S=4.7%
SEE SHEET INT-1

FOR JOINT

TRENCH INFO
ITEM 2A ATTACHMENT 8A

Page 563 of 1435 ends

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
12" DEEP ON-SITE

SOIL COMPACTED

TO SEAL SURFACE

OR SLAB WHERE

OCCURES
4" MIN

WATERPROOF

MEMBRANE
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

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

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

GRADING & 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
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.

Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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
C4
7 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
ITEM 2A ATTACHMENT 8A

Page 564 of 1435 ends

W W (E) GARAGE
P
SS SS
SS SS
SS SS N 00° 41' 00" E

59.00' 68.00'
S 06° 24' 40" W
S 89° 19' 00" E
260.52'
S 88° 36' 00" W
255.12'

5.0%
580.0'
579.0'
571.85' 571.0' 564.0'
579.5'

5.0% 20.0% 2.0% 8.0% 5.0%
577.5'

5.0%
571.85'
571.85' 586.8'

3.0%
579.7'
579.4' 579.1'
579.7' 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 CO
CO CO
CO
CO CO
CO
CO
CO
CO
CO
AD
578.5'
577.5'
577.4'

3.1% 5.1% 6.1%
541.8'
566.0'
564.2'

6.0%

6.1%

5.0%
586.0'
15' RAMP 8% 8' RAMP 8%
15' RAMP
8%
584.8'
20' RAMP
8% 583.6' 582.0'
581.8'
VAN

LOADING
1 2 EV 3,4 5,6 7,8
26 25 24
EV 9,10 11,12 13,14 EV

EV EV EV
15 16 EV 18 19 20,21
EV
23 17
3Y 3Y 3Y 3Y
SPARE
3Y
SPARE
3Y

SPARE P C T
542.0'
27 538.0'
534.0'

8.0%
573.9'
568.9' 568.3'
561.6' 559.3' 557.5' 554.6'
553.0'
547.2'

8.0%

8.0% 8.0%

8.0%

5.0%

RL RL RL RL RL RL RL RL RL RL RL

RL RL RL RL
RL
RL
RL
AD
AD
AD
AD

AD AD AD AD AD AD AD AD AD

AD AD AD
T.O.S.
541.9'
T.O.S.
553.1'
T.O.S.
541.9'
541.7'
578.3'
542.3' 541.8'

5.0%
568.75' 567.6' 565.3' 564.0' 561.1' 557.1' 542.8'
557.1'
22 G G SWITCHGEAR MPOE
SCALE:

STORMWATER

MANAGEMENT PLAN

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"
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

3. BIO TREATMENT AREAS SHOWN ARE SCHEMATIC AND WILL BE ADJUSTED DURING FINAL DESIGN.

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.

TREATMENT CONTROL MEASURE SUMMARY

TRERATMENT TYPE DRAINAGE AREA
(SQ.FT.)
5,780

IMPERVIOUS AREA
(SQ.FT.)

PERVIOUS AREA BIO RETENSION AREA
(SQ.FT.)
361
REQUIRED (SQ.FT.) PROVIDED (SQ.FT.)
217 239
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

UNLINED BIO RETENTION

UNLINED BIO RETENTION
1A
DETAIL 1B
DETAIL 1B
DETAIL 1B
DETAIL 1A
ON SITE TOTALS: 16,308 14,452 1,856
941 829 112

ON SITE AREA

OFF SITE AREA
Berry and Associates
Civil Engineer
Stevens Ferrone & Bailey
Engineering Company, Inc.
10728 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