Agenda packet — Belmont City Council, September 24, 2024 (part 3 of 4)

New Development Enclosure Guidelines and Questionnaire
This project is subject to approval by Recology San Mateo County (RSMC), the County of San Mateo and/or the respective jurisdiction in which you are conducting business.

Enclosures are designed to accommodate RSMC’s three collection services: recycling, compost, and landfill. All new construction projects are reviewed for approval to ensure:
• Successful serviceability
• Adequate space to accommodate service needs and future growth • Suitable configuration to allow the driver to safely and efficiently service the containers • Compliance with California mandated diversion requirements o Assembly Bill 341: Mandatory Commercial Recycling
o AB1826: Mandatory Organics Recycling
o SB1383: Mandatory Organics Recycling Expanded
Contact Name: _________________________________________________________________ Company: _____________________________________________________________________ Phone Number: ___________________________ Email:_______________________________ Service Address: ___________________________ City: ________________________________ Project Planning Number: ___________________ Date Submitted: ______________________ Expected Project Completion Date: _________________________________________________ Expected Service Start Date:_______________________________________________________ *Please contact RSMC 60 days prior to desired start date.

Darcy Perrault ERDMAN (206) 409-5705 [email protected] 1041 Hill St. Belmont 2023-0006 5/23/2023 March 2025 March 2025 620

Page 2 of 7 ends

Please read the following requirements and recommendations and answer the corresponding questions to determine a waste disposal plan and recommended service levels. For Mixed-Use buildings, please fill out all pertaining sections.

Building Type:
☐ Restaurant ☐ Hotel ☐ Retail/Service ☐ Mixed Use (MFD with Retail/Commercial) ☐ Multi-Family Dwelling (MFD) ☐ Office ☐ Other: ___________________ Multi-Family Dwellings Only
MFD Type:
☐ Apartments ☐ Condominiums ☐ Townhomes
Is this project subject to regulations of SB330? .............................................................. YES NO Expected number of units ________________________________________________________ Expected number of residents occupying the building at any given time Will there be chutes for garbage? .................................................................................. YES NO Will there be chutes for recycle?..................................................................................... YES NO Will there be chutes for compost? .................................................................................. YES NO *Please note, all chutes must be equipped with a chute shut off valve. RSMC only provides containers for collection service. Extra containers used under chutes as a placeholder when full containers are being serviced must be provided by customer.

Will residents have access to these trash/chute rooms? ............................................... YES NO If yes, on which floors? __________________________________________________________ How many trash rooms on each floor? ______________________________________________ Offices/Commercial Space Only
Total number of buildings_________________________________________________________ Total square footage of each building _______________________________________________ Total number of floors per building _________________________________________________ Maximum occupancy per building __________________________________________________ What type of businesses will occupy the space? _______________________________________ Will this building have any of the following?
☐ Commercial Kitchen ☐ Café ☐ Cafeteria ☐ Kitchenette
X Residential Care Facility for
the Elderly (RCFE)
1 3
42 residents, 10 staff Memory Care Facility X
Food Preparation will occur at the adjacent Assisted Living Building and be brought over by rolling carts. Food waste, trash and recycling from dining activities will be removed by rolling carts to the existing Assisted Living Building trash, compost and recycling bins. 30,874 SF 621

Page 3 of 7 ends

Hotels Only
Total number of guest rooms _____________________________________________________ Total number of floors ___________________________________________________________ Total square footage ____________________________________________________________ Maximum occupancy ____________________________________________________________ Expected number of conference and/or banquet rooms_________________________________ Will there be a restaurant onsite?................................................................................... YES NO Will continental breakfast be served? ............................................................................. YES NO Enclosure Location and Container Placement for Service
When sending site plans for review, please indicate where the proposed trash enclosure(s) will be located and/or if there will be a designated staging area for trucks to have direct drive up access to service containers. Any drive path that requires distances of greater than 150 feet must provide a turnaround area that accommodates the truck turning radius of 40 feet.

Truck Clearance Requirements
Curb-cut and/or loading zone(s): may be required at street level to allow for enough space to meet safety requirements during service as some jurisdictions do not allow containers to be staged on the street in the public right-of-way.

Driveway curb-cutouts: are required to roll containers from the curb onto the street for service.

Bumpers: are to be placed in the interior of enclosures and in staging areas to prevent bins from rolling and/or damaging the building/enclosure walls.

Containers: larger than 3 cubic-yards, or containers that exceed weight limits, may be subject to additional service fees. Containers cannot block each other within the enclosure. 14 ft
Drive Through
21 ft
Service Lift
12 ft 39 ft
622

Page 4 of 7 ends

Enclosures: should have adequate space and suitable configuration to allow the driver to safely and efficiently service the containers with enough room built in for future service needs. To facilitate the ease of maneuvering of containers, at least 2ft between each container and 3ft for compactors is generally recommended.

Safety Requirements: for RSMC drivers specify that no compactors or any bins larger than 3 cubic yards in size can be pushed/pulled for service.

Examples of container placement for containers to be serviced with direct drive up access.

What street will RSMC trucks be servicing from? ______________________________________ What are the dimensions of the access road? _________________________________________ *Access road/street must be at least 16 ft wide.

Are there any overhead obstructions when accessing containers for service?.............. YES NO If yes, what are the heights of these overhead obstructions?_____________________________ Will the service containers be housed below ground level?........................................... YES NO *Containers that are housed underground will need to be brought to street level for service.

Will RSMC trucks have direct drive up access to the containers? .................................. YES NO Will RSMC trucks have permission to be on the property? ............................................ YES NO *Signed Release of Liability Waiver is required to service on private property.

Will there be a grade?...................................................................................................... YES NO Hill Street 28'
623

Page 5 of 7 ends

What is the percent grade? _______________________________________________________ *Fees may apply for any service location with a grade of more than 7%, however, some grades may be deemed unsafe and customer may be required to bring containers to an accessible location for service.

What type of material will the driveway be constructed of? _____________________________ *Concrete is recommended. Pavers and other decorative or delicate surfaces such as, but not limited to: pavers, flagstone, brick, and/or driving on a private road or street, will require a signed liability waiver from the customer.

Will there be a loading pad at service location? ............................................................. YES NO *RSMC requires using concrete loading pads designed to withstand 60,000 lbs. and that extend 12ft x 12ft from the enclosure opening or furthest part of the roof. Installing wear plates at the service location and using concrete over asphalt should help to avoid more than normal wear on the pavement.

What is the thickness of the concrete slab? __________________________________________ Will access to the service area be on a pedestal above underground facilities? ........... YES NO Service Containers and Enclosures
Which type of containers are you considering for service? *All compactors will require power hook ups on site and RSMC does not provide compacted containers. ☐ Carts ☐ Metal Bins ☐ Front-load Compactors ☐ Roll-off Compactors Will there be an enclosure? ............................................................................................ YES NO Will the enclosure be located outside the building?...................................................... YES NO What are the dimensions of the enclosure? (W x H x D) _________________________________ Concrete 6 inches X
7'-1"W x 8'-2"H x 9'-5"D 624

Page 6 of 7 ends

If multiple enclosures, please provide dimensions for each enclosure:

Additional Enclosure size: (W x H x D) _________________________________________ Additional Enclosure size: (W x H x D) _________________________________________ What material will the enclosure be made of?____________________________________ Will there be a roof on the enclosure? ........................................................................... YES NO *Check with the local jurisdiction for roof requirements as some jurisdictions require it.

What is the interior height clearance of the enclosure? _________________________________ How many enclosure doors will there be? ____________________________________________ What type of material are these doors made of? ______________________________________ How will the doors open?
☐ Glide ☐ Swing-In/Out ☐ Tracking Rail ☐ Roll-Up
Will there be door support? ............................................................................................ YES NO Will there be a gate/key/code? ...................................................................................... YES NO *Fee associated with additional service provided for key subscription.

Additional Considerations
Doors: must open a minimum of 90 degrees utilizing cane bolts to secure doors to the ground during service.

Signage: Weatherproof “No Parking Signs” placed on the outside of the enclosure will mitigate enclosures from being blocked on service days.

Drainage: Steel grates are acceptable; however, grates must not be placed directly in front of the enclosure. Visit the applicable jurisdiction’s website for acceptable drainage options. If service to be provided with roll-off compactors, it is recommended to have a wash-down drain beneath the compactor.

Proper Lighting: Consider installation of lights around enclosure to allow adequate visibility in early morning hours. Lighting should not impede accessibility to enclosure or containers.

Concrete, Cement Fiber Lap Siding Ceiling of open parking garage 8'-2" None. It will be an alcove in a parking garage n/a n/a n/a 625 626
CR
CR
EH
UP
UP
CR
CR
CR
EH
CR
CR
x
78 82
84 86
88 92
94 96
86 86
86 80
90 90
CB
88 92
94 96
98 86
86 90
8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 3' - 9 1/2" 8' - 6" 8' - 6" 5' - 6 1/2" 8' - 6" 8' - 6" 8' - 6" 3' - 3"

DRIVE AISLE FOR PARKING STALLS
24' - 0" 18' - 0"
1' - 8"
1' - 6"
8' - 6" 8' - 6" 1' - 6" 8' - 6" 8' - 6" 8' - 6" 1' - 6" 8' - 6" 8' - 6" 8' - 6" 1' - 7" 8' - 6" 9' - 0" 5' - 0" 2' - 9 1/2"
18' - 0"
D

RIVE AISLE FO

R ENTERING

GARAGE (NOT PARKING)
20' - 0"

EXISTING SITE RETAINING WALL
5' - 4"
2 YARD
TRASH
3 YARD

RECYCLE
20' - 0"
12' - 0"
20' - 0"
12' - 0"
25' LONG X 10' WIDE SHUTTLE

BUS PARKING

PUSH OUT SERVICE FOR

SOLID WASTE CONTAINERS

ON COLLECTION DAY

FDC CONNECTION

BOLLARD

REAR-LOADING SOLID WASTE

COLLECTION TRUCK
LEVEL 1
LEVEL 2

RED DASHED LINE
INDICATES 3-POINT

TURN FOR CAR IN

FURTHEST SPACE

CIRCLE INDICATES BIKE
RACK FOR 2 BIKES
PARKING FOR 1 BIKE AT

THIS BIKE RACK

OPEN TO BELOW

OPEN TO BELOW
97' - 0"

GENERATOR
FIRE
121

90.00°

3.4%

4.9%

7.1%

4.9%
24' - 0"

EXISTING COVERED PARKING STALLS TO REMAIN (NO WORK IN THIS AREA)

ACCESSIBLE ENTRY TO

ASSISTED LIVING

BUILDING

ACCESSIBLE ENTRY TO

MEMORY CARE

BUILDING

DASHED RED LINE

INDICATES ACCESSIBLE
PATH FROM R.O.W. TO

BOTH BUILDING

ENTRANCES
8' - 6"
17' - 0"
22' - 0" 18' - 0"

EXISTING PLANTER TO

REMAIN (NO WORK IN

THIS AREA)
86' - 9"

TRANSFORMER

EXISTING ASSISTED

LIVING BUILDING
VAN

HATCH AREA INDICATES

EXISTING SCORD

CONCRETE TO BE

REPLACED WITH

ASPHALT
9' - 5 1/4"
3' - 3"
4' - 0"
24' - 0" 4' - 0"
LINE INDICATES NEW 6"
CURB

DASHED LINE INDICATES

EXISTING EDGE OF SLAB

OPEN PARKING STRUCTURE
010 VESTIBULE
001

PASSENGER DROP OFF AND

LOADING AREA
8' - 6" 5' - 0" 12' - 0"
© 2022 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt 11/9/2023 1:42:08 PM

PARKING AND

LAYOUT PLAN
AS101
Author Checker
Document Release
No. Description Date
SCALE: 1/8" = 1'-0"
LEVEL 1 - UPPER LEVEL PARKING AND LAYOUT PLAN 1
SCALE: 1/8" = 1'-0"
LEVEL LL - LOWER LEVEL PARKING AND LAYOUT PLAN 2
627
Recommended Service Level Form
Project Name:

Contact Name: Company:

Service Address: Franchise:

SIC:

Metal Bins
q REAR LOAD # of Containers Size (yards) Service Per Week Yards Per Week 1 2.00 3 6.00
Metal Bins
q REAR LOAD # of Containers Size (yards) Service Per Week Yards Per Week 1 3.00 4 12.00
Completed By: Date:

Vista Terrace of Belmont Memory Care
Contact Number: 206.409.5705
Jennifer Hannan 11.16.23

GARBAGE

RECYCLE

COMPOST
ERDMAN
BEL
73016
Darcy Perrault
1041 Hill St
Sharing Compost Service with 800 6th Ave; Assisted Living Complex

Page 1 of 1 ends

629
630
631
632
633
634
635
636
637
638
639
© 2024 ERDMAN COMPANY

VISTA TERRACE OF BELMONT MEMORY CARE
1041 HILL ST, BELMONT, CA

AMERICAN HEALTHCARE REIT
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:09:48 PM

ENTITLEMENT

SET TITLE SHEET
G001
DPerrault IWallace

ENTITLEMENTS SHEET INDEX
A202 EXTERIOR ELEVATIONS
A260 COVERED WALKWAY PLANS & SECTION
A261 COVERED WALKWAY SECTIONS & DETAILS
A300 BUILDING SECTIONS
A301 BUILDING SECTIONS
A340 STAIR A - ENLARGED PLANS AND SECTIONS
A341 STAIR B - ENLARGED PLANS AND SECTIONS
A342 SITE STAIR SECTIONS AND ENLARGED PLANS

PLUMBING
P101 LOWER LEVEL - PLUMBING FLOOR PLAN - WASTE, VENT, & STORM P102 LEVEL 1 - PLUMBING FLOOR PLAN - WASTE, VENT & STORM P202 LEVEL 1 - PLUMBING FLOOR PLAN - WATER

ELECTRICAL
EP100 ELECTRICAL PHOTOMETRIC OUTDOOR LIGHTING PLAN

ENTITLEMENTS SHEET INDEX
L-3.1 PLANTING PALETTE
L-5.0 PLANTING & IRRIGATION DETAILS
L-6.0 BEST MANAGEMENT PRACTICES
SITE
AS100 SITE PLAN
AS101 PARKING AND LAYOUT PLAN
AS102 SITE DETAILS & STORMWATER TREATMENT DIAGRAM

ENTITLEMENTS SHEET INDEX
C4.0 UTILITY PLAN
C5.0 STORMWATER TREATMENT PLAN
C5.1 STORMWATER IMPERVIOUS AREA
C6.0 EROSION CONTROL PLAN
C6.1 EROSION CONTROL DETAILS
C7.0 SPECIFICATIONS & GENERAL NOTES
C8.0 STANDARD DETAILS
C9.0 CONSTRUCTION BEST MANAGEMENT PRACTICES

LANDSCAPE
L-0.0 COVER SHEET
L-0.1 DEMO & TREE PROTECTION PLAN
L-2.0 HYDROZONE PLAN
L-2.1 IRRIGATION PLAN
L-3.0 PLANTING PLAN

ENTITLEMENTS SHEET INDEX

GENERAL
G001 ENTITLEMENT SET TITLE SHEET
G010 GENERAL INFORMATION
G012 MOUNTING HEIGHTS & ACCESSIBILITY DIAGRAMS
G110 LEVEL LL & 1 CODE PLANS AND DIAGRAMS
G111 LEVEL 2 & 3 FIRE & LIFE SAFETY DIAGRAMS
G112 ROOF, CANOPY, AND OPEN GARAGE DIAGRAMS
G113 PROXIMITY TO PROPERTY LINE ALLOWABLE OPENING DIAGRAMS G200 CAL GREEN CODE CHECKLIST - NON-RESIDENTIAL
G201 GREEN BUILDING CODE - NON-RESIDENTIAL
G202 GREEN BUILDING CODE - NON-RESIDENTIAL
G203 GREEN BUILDING CODE - NON-RESIDENTIAL
G204 GREEN BUILDING CODE - RESIDENTIAL
G205 GREEN BUILDING CODE - RESIDENTIAL
G206 NON-RESIDENTIAL BUILDING COMMISSIONING
Document Release
No. Description Date
2 ZONING PRE-APPLICATION SET 12-21-2022
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024

ENTITLEMENTS SHEET INDEX

PLUMBING
P101 LOWER LEVEL - PLUMBING FLOOR PLAN - WASTE, VENT, & STORM P102 LEVEL 1 - PLUMBING FLOOR PLAN - WASTE, VENT & STORM P202 LEVEL 1 - PLUMBING FLOOR PLAN - WATER

ELECTRICAL
EP100 ELECTRICAL PHOTOMETRIC OUTDOOR LIGHTING PLAN

ENTITLEMENTS SHEET INDEX

ARCHITECTURE
A100 LEVEL LL - OVERALL FLOOR PLAN & REFLECTED CEILING PLAN A101 LEVEL 1 - OVERALL FLOOR PLAN & REFLECTED CEILING PLAN A102 LEVEL 2 - OVERALL FLOOR PLAN & REFLECTED CEILING PLAN A103 LEVEL 3 - OVERALL FLOOR PLAN & REFLECTED CEILING PLAN A104 ROOF PLAN - OVERALL
A200 EXTERIOR ELEVATIONS
A201 EXTERIOR ELEVATIONS
A202 EXTERIOR ELEVATIONS
A260 COVERED WALKWAY PLANS & SECTION
A261 COVERED WALKWAY SECTIONS & DETAILS
A300 BUILDING SECTIONS
A301 BUILDING SECTIONS
A340 STAIR A - ENLARGED PLANS AND SECTIONS
A341 STAIR B - ENLARGED PLANS AND SECTIONS
A342 SITE STAIR SECTIONS AND ENLARGED PLANS

ENTITLEMENTS SHEET INDEX

LANDSCAPE
L-0.0 COVER SHEET
L-0.1 DEMO & TREE PROTECTION PLAN
L-2.0 HYDROZONE PLAN
L-2.1 IRRIGATION PLAN
L-3.0 PLANTING PLAN
L-3.1 PLANTING PALETTE
L-5.0 PLANTING & IRRIGATION DETAILS
L-6.0 BEST MANAGEMENT PRACTICES
SITE
AS100 SITE PLAN
AS101 PARKING AND LAYOUT PLAN
AS102 SITE DETAILS & STORMWATER TREATMENT DIAGRAM

ENTITLEMENTS SHEET INDEX

DEMOLITION
AD100 DEMOLITION PLAN
AD200 COVERED WALKWAY DEMO PLANS & SECTION
SURVEY
V000 SURVEY P. 1
V001 SURVEY P. 2
CIVIL
C1.0 COVER SHEET
C2.0 DEMOLITION PLAN
C3.0 CIVIL SITE AND GRADING PLAN
C3.1 DRIVEWAY PROFILE
C4.0 UTILITY PLAN
C5.0 STORMWATER TREATMENT PLAN
C5.1 STORMWATER IMPERVIOUS AREA
C6.0 EROSION CONTROL PLAN
C6.1 EROSION CONTROL DETAILS
C7.0 SPECIFICATIONS & GENERAL NOTES
C8.0 STANDARD DETAILS
C9.0 CONSTRUCTION BEST MANAGEMENT PRACTICES

ENTITLEMENTS SHEET INDEX

OVE RH AN G OVE RH AN G
U
A
NIT
C
CD
6' DOOR
THRSH 86.95
x
42" DOOR
THRSH 97.33
x 45" DOOR
THRSH 97.22
x
x

1.5' DOOR
THRSH 106.61
x

3.9' DO OR
THRSH 106.59
x

3.83' DOO R
THRSH 106.57
46" DOOR
THRSH 106.64
x
3' DOOR
THRSH 97.63
x
GATE
GATE

IRON FE NC E
GATE

IRON FE NCE
AG TE

RI ON FENC E

IRON FE NC E
LNDNG
LNDNG
LNDNG
LNDNG
LNDNG
LNDNG
LNDNG
DECK
DECK

TW EL L
TWE LL
TWE LL

TWE LL TWELL TWE LL
TWE LL
TWE LL
TWELL
TWE LL
TWE LL
TWE LL
TWELL
TWE LL
TWE LL
TWE LL
SLB
SLB
SLB
SLB
SLB
SLB
SLB
SLB
SSMH
SSMH
CO
CO
CO
CO
CO
CO
DI
DI
CB
DI
DI
DIDI
DI
DI
DI

TR AN S

ELE C TRANS

ELEVATOR

GENE RATOR

ELEVATOR
CB
CB
CB
CB
CB
HCR
HCR
SSCO
SSCO

DRI VEWAY
SL
SL

WO OD FE NC E

ENCLO SURE

WO OD FE NC E WO OD FE NC E

WO OD FE NC E

BUILDING
AREA= 8,578 S.F.±

GAP VAR EI S FROM
2 7. ' TO 3 0. '
6069 O R. . 77
6485 O R. . 519

C TI Y OF BELMONT

C TI Y OF BELMONT
26 7. 6'
60 0. 0'
PER (R8) PER (R8)

80.17' (80 3. 7') R( 8)
S48°00'00"E
SEE
DETAIL "E"
(R/W VARIES)

SIXTH AVE
88 92
94 96
98 86
86 86
98 102
104
106
112
114
72 74
76 112
114
46 48
5 5
2 4
56 58
62 64
66 68
72 98
102
104
106
90 50
60 100
110
50 60
60 70
90 80
100

AC AIR CONDITIONING

AC/FL ACCESS FLOOR

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

ANT ANTENNA

APPD APPROVED

ARCH ARCHITECT

ARCH'L ARCHITECTURAL

BG BUMPER GUARD

BMK BENCH MARK

BETW BETWEEN

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BT BOTTOM

BRG BEARING

BSMT BASEMENT

CA CABINET

C/C CENTER TO CENTER

CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED, OWNER INSTALLED

CF CONCRETE FLOOR

CG CORNER GUARD

CH COAT HOOK

CJ CONTROL JOINT

CL CENTER LINE

CR CHAIR RAIL

CT CERAMIC TILE

CFB CONCRETE FLOOR BASE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CPTB CARPET BASE

DBL DOUBLE

DET DETAIL

DRW DECORATIVE RESIN WALL

DER DECORATIVE RESIN

DIA DIAMETER

DIM DIMENSION

DG DECORATIVE GLASS

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWGS DRAWINGS

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSED

ENG ENGINEER

EQ EQUAL

EQMT EQUIPMENT

ESC ESCALATOR

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXH EXHAUST

EXP EXPANSION OR EXPOSED

EXT EXTERIOR

FD FLOOR DRAIN

FDVC FIRE DEPARTMENT VALVE CABINET

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FEVC FIRE EXTINGUISHER & VALVE CABINET

F/F FINISH TO FINISH

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FLG FLASHING

FLR FLOOR

FRT FIRE RETARDANT TREATED

FT FULL TILE

FUT FUTURE

FVC FIRE VALVE CABINET

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GFRC GLASS FIBER REINFORCED CONC

GFRP GLASS FIBER REINFORCED PLASTER

GL GLASS, GLAZING

GYPBD GYPSUM WALL BOARD

HC HOLLOW CORE

HM HOLLOW METAL

HP HIGH POINT

HD HEAD

HDWE HARDWARE

HDWD HARDWOOD

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

INCL INCLUDE (ED) (ING)

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

JC JANITOR'S CLOSET

JB JAMB

JT JOINT

KS KNEE SPACE

LP LOW POINT

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

LT LIGHT

LVR LOUVER

MCM METAL COMPOSITE MATERIAL

MO MASONRY OPENING

MACH MACHINE

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

WED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER

OA OVERALL

OH OVERHEAD

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

OFF OFFICE

OPG OPENING

OPP OPPOSITE

ORN ORNAMENTAL

PC PRECAST CONCRETE

PCT PRIVACY CURTAIN TRACK

PLAM PLASTIC LAMINATE

PERF PERFORATED

PH PHASE

PLAS PLASTIC

PLMG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PKG PARKING

PR PAIR

PROT PROTECTION

PNT PAINT

PVMT PAVEMENT

QT QUARRY TILE

QTY QUANTITY

RAD RADIUS

RB RESILIENT BASE

RO ROUGH OPENING

RT RUBBER TILE

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCED

REM'D REMOVED

REQ'D REQUIRED

RES RESILIENT

REV REVISION OR REVISED

RF ROOF

RFG ROOFING

RH RIGHT HAND

RM ROOM

RS ROOF SCUPPER

RV REVEAL

S&BR SEALANT & BACKER ROD

SCWD SOLID CORE WOOD

SHTG SHEATHING

SS SOLID SURFACE

STS STAINLESS STEEL

STRUCT STRUCTURAL

SHT SHEET

SIM SIMILAR

STD STANDARD

STL STEEL

STO STORAGE

SUSP SUSPENDED

SV SHEET VINYL

STN STONE

T/ TOP OF

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TILE BASE

TEL TELEPHONE

TEMP TEMPORARY

THK THICK

TYP TYPICAL

TZ TERRAZZO

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITE TILE

VT VINYL TILE

VAPB VAPOR BARRIER

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WALL COVERING

WD WOOD

WF WOOD FLOOR

WP WATERPROOFING

WT WALL TILE

WW WOOD WALL

WPS WALL PANEL SYSTEM

WDC WOOD CEILING

WPR WALL PROTECTION

ABBREVIATIONS
EARTH

CONCRETE
BRICK

CONCRETE MASONRY UNIT
STEEL

ALUMINUM

CERAMIC TILE/ VCT TILE SEE FINISH SCHEDULE

TERRAZZO

INSULATION (RIGID)

PLYWOOD

WOOD (FINISHED FRAMING)

WOOD (ROUGH FRAMING)

WOOD (BLOCKING)

GYPSUM WALLBOARD

INSULATION (LOOSE OR BATT)

GLASS LARGE SCALE

HATCH PATTERNS

GRAPHIC

DRAWING TITLE VIEW NAME
SCALE: 1/8" = 1'-0"
DTL

ROOM NAME AND
NUMBER

DOOR TAG

WALL TAG

CEILING TAG

KEYNOTE NOTE
ELEVATION TAG A101
AA.8
AA.8

FIRST FLOOR
100' - 0"
10 1
A101
REF
1 A101
REF

BUILDING SECTION
1 A101
REF
1 A101
REF

WALL SECTION

DETAIL SECTION
1 A101
REF

ENLARGED PLAN/DETAIL

ELEVATION MARK

SPOT ELEVATION
0'-0"

NORTH ARROW

EXISTING COLUMN LINE

NEW COLUMN LINE

REVISION

AREA TAG

FINISH TAG
TYP. GROUP
1001
N
45°
101
150 SF
Area name

MATCHLINE

CASEWORK TAG
X0 X0

XX XX XX
?
?
?

ROOM NAME
0000
0' - 0"
ACT
?
XX
XX
XX
XX

DESCRIPTION

SYMBOL LEGEND

1. ALL WORK PERFORMED TO BE IN ACCORDANCE WITH ALL APPLICABLE

CODES AND REGULATIONS OF ALL AGENCIES, DEPARTMENTS AND
COMMISSIONS HAVING JURISDICTION.

2. WHERE DISCREPANCIES OCCUR AND/OR WHERE THERE ARE CONFLICTS

OR OMISSIONS IN THE DRAWINGS AND APPLICATIONS, THE CONTRACTOR

TO NOTIFY THE ARCHITECT IMMEDIATELY AND REFRAIN FROM STARTING

AND COMPLETING SUCH WORK, OR DEPENDENT WORK, UNTIL DIRECTED BY THE ARCHITECT AND OWNER'S REPRESENTATIVE TO PROCEED.

3. THE CONTRACTOR WILL VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND WILL

REPORT TO THE ARCHITECT ANY CONDITIONS OR DISCREPANCY BETWEEN

DRAWINGS AND FIELD CONDITIONS REQUIRING MODIFICATIONS BEFORE PROCEEDING WITH THE WORK.

4. DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR

PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS.

5. REFERENCING OF DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT APPLICATION OF ANY DRAWING.

6. THE CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL

CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREAS. THE CONTRACTOR WILL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE

CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK.

7. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION

DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND LEGENDS. ALL NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS.

8. NOTES APPEAR ON VARIOUS DRAWINGS FOR VARIOUS SYSTEMS AND MATERIALS. NOTES ON ANY ONE DRAWING ARE TO BE APPLIED TO RELATED SYSTEMS AND MATERIALS DEPICTED ON OTHER DRAWINGS.

9. ANY DETAIL NOT ILLUSTRATED/SHOWN SHALL BE CONSTRUCTED AS SIMILAR IN CHARACTER TO THOSE ILLUSTRATED/SHOWN. WHERE SPECIFIC

DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT BEFORE CONTINUING WITH THE WORK.

10. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS

REQ'D TO PERFORM ALL THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQ'D FOR A COMPLETE INSTALLATION.

11. THE TERM "FINISHED FLOOR" WHERE INDICATED ON THE DRAWINGS REFERS TO THE NORMAL FINISHED FLOOR LEVEL OF THAT FLOOR.

12. UNLESS OTHERWISE INDICATED, HEIGHTS NOTED IN SCHEDULES ARE HEIGHTS ABOVE FINISHED FLOOR. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LINTELS, STRUTS, BRACKETS, HANGERS, ETC. WHEREVER

NECESSARY TO SUPPORT OR BRACE FINISHES, EQUIPMENT RECESSES, OPENINGS, FURNITURE, ETC. FOR ITS WORK.

13. CONTRACTORS SHALL OBTAIN AND PAY FOR ALL PERMITS, THE OWNER

WILL REIMBURSE THE CONTRACTOR FOR DIRECT COST OF THE BUILDING

PERMIT (NO OH&P), THE OWNER WILL PAY FOR TESTING LAB SERVICES,

TESTING INSPECTIONS, CERTIFICATES AND APPROVALS AS MAY BE REQUIRED BY ALL GOVERNMENT AGENCIES HAVING JURISDICTION.

14. CONTRACTOR SHALL PROVIDE ALL TESTING AS REQUIRED OF EXISTING

AND NEW SUBSTRATES TO VERIFY CONFORMANCE WITH MANUFACTURER INSTALLATION REQUIREMENTS.

15. CONTRACTOR SHALL PREPARE ALL EXISTING AND NEW SUBSTRATES AS REQUIRED TO MEET MANUFACTURERS INSTALLATION REQUIREMENTS.

16. IN ADDITION TO DRAWINGS AND SPECIFICATIONS, CONTRACTOR SHALL

BE REQUIRED TO REVIEW ALL MANUFACTURER SPECIFICATIONS,

INSTALLATION GUIDES, PRODUCT INFORMATION, PRODUCT BULLETINS, OR

OTHER TO VERIFY ALL REQUIREMENTS OF ALL MATERIALS PRIOR TO THE START OF WORK. CONTRACTOR SHALL INCLUDE COSTS FOR ALL SUCH REQUIREMENTS IN THE SCOPE OF BID/CONTRACT. CONTRACTOR SHALL

NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO MATERIAL ACQUISITION AND INSTALLATION.

17. COMBUSTIBLE MATERIALS MAY NOT BE USED IN ANY ASSEMBLY WITH REQUIRED FIRE RESISTANCE OF 2 HOURS OR MORE.

18. ALL RATED DOORS SHALL BE SELF-CLOSING.

19. DOOR OPENING FORCE SHALL BE 8.5 LBS FOR EXTERIOR AND 5 LBS FOR INTERIOR.

20. ALL AUDIO/VISUAL ALARMS SHALL BE SYNCHRONIZED.

21. ALL EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL U.N.O.

22. ALL MECHANICAL, ELECTRICAL, AND HAZARDOUS ROOM DOORS SHALL

HAVE KNURLED HARDWARE

23. GLAZING: SAFETY GLASS SHALL BE PROVIDED IN CONFORMANCE WITH ANSI Z97.1 SAFETY PERFORMANCE SPECIFICATIONS AND METHODS FOR SAFETY GLAZING USED FOR BUILDINGS AND CPSC 16 CFR 1201.

24. EXITING: THE CONTRACTOR SHALL MAINTAIN UNOBSTRUCTED AND CLEARLY MARKED EGRESS PATHS FROM OCCUPIED AREAS AT ALL TIMES.

25. THIS PROJECT WILL BE LICENSED BY THE CALIFORNIA DEPARTMENT OF

SOCIAL SERVICES (DSS), COMMUNITY CARE LICENSING DIVISION, AS A RESIDENTIAL CARE FACILITY FOR THE ELDERLY (RCFE). THE EXISTING

LICENSE FOR THE ADJACENT VISTA TERRACE ASSISTED LIVING BUILDING WILL BE EXPANDED TO INCLUDE THE MEMORY CARE ADDITION.

26. THIS PROJECT SHALL BE EQUIPPED WITH EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH CBC SECTION 907.5.2.2 PER CBC 1005.3.1.

GENERAL NOTES

BUILDING CODE INFORMATION
GOVERNING BUILDING CODES: 2022 CALIFORNIA BUILDING CODE BUILDING USE GROUP:

CONSTRUCTION TYPE:

SEISMIC DESIGN CATEGORY:

B, R2.1, S-1 & S-2
I-B

SITE CLASS C
NUMBER OF STORIES:

HEIGHT:

ALLOWABLE: ACTUAL:
6 160 FT.
142,000 SF
YES
LARGEST FLOOR AREA ALLOWED:

AUTOMATIC SPRINKLERS:

FIRE ALARM SYSTEM: YES YES
YES, NFPA13
3 55 FT
10,920 SF
BUILDING AREA CALCULATIONS (SQ.FT.):
2,584 SF
33,035 SF
8,612 SF
10,920 SF
10,920 SF

LOWER LEVEL
LEVEL 1
LEVEL 2
LEVEL 3
TOTAL
STRETCHER CAPABLE ELEVATOR: YES YES
ELEVATOR STANDBY POWER: YES YES
ACCESSIBILITY 2022 CBC CHAPTER 11B
BELMONT VISTA: SITE ANALYSIS
PARCEL
SIZE

GROSS BUILDING

AREA (PER

ZONING CODE)
FLOOR
AREA
RATIO

IMPERVIOUS
AREA -

BUILDING

IMPERVIOUS

AREA - PAVING
& WALLS

PERVIOUS
AREA
BUILDING % LOT

COVERAGE
COMBINED TOTAL 58,142 SF 24,806 SF 1.33 30,556 SF 16,216 SF 11,370 SF 52.6% PERVIOUS %

LOT COVERAGE

19.6%

COVERED AND

UNCOVERED

PARKING SPACES
34 UNIT TYPE NUMBER OF
UNITS

BEDS PER
UNIT

TOTAL NUMBER

OF BEDS

SECOND FLOOR

THIRD FLOOR

BUILDING TOTAL

STUDIO UNIT

COMPANION UNIT

STUDIO UNIT

COMPANION UNIT
STUDIO
1-BED
2-BED
STUDIO
1-BED
2-BED
STUDIO
1-BED
2-BED
15 3
15 3
36 5
5 1
11 13
15 1
29 11
13 1
25 65
101
1 2
1 2
-
1 1
2 -
1 1
2 -
1 1
2 -
-
15 6
15 6
42 5
5 2
12 13
15 2
30 11
13 2
26 68
110
BELMONT VISTA: UNIT ANALYSIS
MEMORY CARE:

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

BUILDING TOTAL
ASSISTED LIVING:

COMBINED TOTALS
NOTE: ASSISTED LIVING BUILDING AREA IS 51,296 SF PER 1998 BUILDING PERMIT DRAWINGS

EXISTING & PROPOSED SETBACKS

EXISTING PROPOSED

FRONT (NORTH)

REAR (SOUTH)

SIDE (EAST)

SIDE (WEST)
3'-0"
11'-6"
5'-11"
19'-6"
15'-0"
22'-4"
7'-0"
3'-0"
NOTE: SEE SHEET AD100 FOR EXISTING REAR AND
SIDE SETBACKS, SEE AS100 FOR PROPOSED REAR
AND SIDE SETBACKS, AND SEE SHEET A1.01 OF
PERMIT SET FOR ASSISTED LIVING BUILDING AT 900
6TH AVE. FOR FRONT SETBACKS.

1. ALL ACTIVITIES SHALL BE SUBJECT TO THE REQUIREMENTS OF THE BELMONT NOISE ORDINANCE.

2. NO DEBRIS BOXES OR BUILDING MATERIALS SHALL BE STORED ON THE STREET UNLESS PERMITTED.

3. ANY LANE/ROAD CLOSURES MUST ONLY BE CONDUCTED DURING NONCOMMUTE HOURS (9AM- 3PM).

4. CONSTRUCTION TRAFFIC ROUTES SHALL BE APPROVED BY THE CITY.

5. NO TRESPASSING SIGNS, PER 602 PC, REQUIRED TO BE POSTED AROUND

PROPERTY TO DISCOURAGE UNAUTHORIZED ENTRY AND AID IN CRIMINAL PROSECUTIONS FOR TRESPASSING/THEFT.

6. THE PROPERTY ADDRESS MUST BE CLEARLY POSTED AT ALL TIMES

DURING AND AFTER CONSTRUCTION, VISIBLE AND LEGIBLE FROM ENTIRE ROADWAY FRONTAGE(S).

7. ENSURE PD HAS ACCESS TO ANY SECURED EMERGENCY ACCESS EASEMENTS/GATES/PATHWAYS.

8. SPECIFY THAT THE 2022 CALIFORNIA CODE OF REGULATIONS AS AMENDED

BY THE STATE OF CALIFORNIA AND ALL APPLICABLE CITY OF BELMONT ORDINANCES WILL BE EMPLOYED DURING THIS PROJECT.

9. A MINIMUM OF 65% OF THE CONSTRUCTION WASTE GENERATED BY THIS PROJECT SHALL BE RECYCLED OR SALVAGED FOR USE. DOCUMENTATION SHALL BE PROVIDED BEFORE THE FINAL INSPECTION. SAMPLE FORMS

FOUND IN A GUIDE TO THE CALIFORNIA GREEN BUILDING STANDARDS CODE (RESIDENTIAL) LOCATED AT HYPERLINK
"HTTP://WWW.HCD.CA.GOV/CALGREEN.HTML"
WWW.HCD.CA.GOV/CALGREEN.HTML MAY BE USED TO ASSIST IN
DOCUMENTING COMPLIANCE. CALGREEN SECTION 4.408

10. PROVIDE ON THE PLANS THE EXISTING AND PROPOSED LOCATIONS OF

THE ELECTRIC AND GAS METERS, SUBPANELS, WATER HEATER AND FURNACE.

11. THE APPLICANT SHALL OBTAIN ALL DEPARTMENT FINAL SIGNATURES PRIOR REQUESTING A BUILDING FINAL.

12. ALL CONSTRUCTION AND RELATED ACTIVITIES (NOT INCLUDING GRADING) MAY ONLY BE CONDUCTED DURING THE HOURS OF 8:00 A.M. TO 5:00 P.M., MONDAY THROUGH FRIDAY AND 10:00 A.M. TO 5:00 P.M., SATURDAYS.

GRADING MAY OCCUR BETWEEN THE HOURS OF 8:00 A.M. AND 5:00 P.M.

MONDAY THROUGH FRIDAY. NO CONSTRUCTION ACTIVITY (INCLUDING

GRADING) OR RELATED ACTIVITIES SHALL BE ALLOWED OUTSIDE OF THE

AFOREMENTIONED HOURS OR ON SUNDAYS AND THE FOLLOWING
HOLIDAYS: NEW YEARS DAY, PRESIDENTS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY AND CHRISTMAS DAY. ALL GASOLINE

POWERED CONSTRUCTION EQUIPMENT SHALL BE EQUIPPED WITH AN

OPERATING MUFFLER OR BAFFLING SYSTEM AS ORIGINALLY PROVIDED BY

THE MANUFACTURER, AND NO MODIFICATION TO THESE SYSTEMS IS PERMITTED.

13. AFTER THE CITY PERMITS ARE APPROVED BUT BEFORE BEGINNING

CONSTRUCTION, THE OWNER/APPLICANT SHALL HOLD A

PRECONSTRUCTION CONFERENCE WITH BUILDING AND PUBLIC WORKS DEPARTMENT STAFF AND OTHER INTERESTED PARTIES. THE DEVELOPER

SHALL ARRANGE FOR THE ATTENDANCE OF THE CONSTRUCTION MANAGER,

CONTRACTOR, AND ALL SUBCONTRACTORS WHO ARE RESPONSIBLE FOR GRADING AND EROSION AND SEDIMENTATION PROTECTION CONTROLS.PRECON MTG PRIOR TO PERMIT ISSUANCE WITH ALL CITY DEPTS AND FIRE DEPT.

14. THE PROJECT IS SUBJECT TO AN ENGINEERED RETAINING WALL DESIGN REQUIREMENT.

15. ALL UTILITIES SHOULD BE SHOWN ON THE PLANS. THE RELATIONSHIP

BETWEEN PROPOSED IMPROVEMENTS SUCH AS RETAINING WALL AND

UTILITY METERS, VALVES, BACKFLOW PREVENTERS, AND OTHER UTILITY FACILITIES SHOULD BE SHOWN ON THE PLANS. PLANS SHOULD SHOW ALL EXISTING EASEMENTS ON THE PROPERTY.

16. AMEND THE PLANS TO SHOW THE LOCATION OF ALL TRANSFORMERS, FIRE STANDPIPES, AND BACK FLOW PREVENTERS. PROVIDE ON THE PLANS

THE EXISTING AND PROPOSED LOCATION OF THE MAIN ELECTRICAL SERVICE, ALL SUBPANELS, GAS METER, FURNACE AND WATER HEATER.

17. VERIFY LOCATION OF UTILITY METERS, VALVES, BACK FLOW PREVENTERS, AND HYDRANTS WITH APPROPRIATE UTILITY COMPANY.

SHOW RELATIONSHIP OF EACH TO SITE IMPROVEMENTS, SUCH AS

RETAINING WALLS

18. EVERY BUILDING, OR STRUCTURE, SHALL BE PROVIDED WITH AN ADDRESS. NUMERALS SHALL BE LOCATED WHERE CLEARLY VISIBLE FROM THE STREET OR ROADWAY UPON WHICH IT FRONTS. RESIDENTIAL STRUCTURES SHALL HAVE NUMERALS A MINIMUM OF 4 INCHES IN HEIGHT AND OF STROKE. COMMERCIAL STRUCTURES SHALL HAVE NUMERALS A MINIMUM OF 6 INCHES IN HEIGHT AND INCH STROKE. NUMERALS SHALL BE

OF CONTRASTING COLOR TO THEIR BACKGROUND AND ILLUMINATED AT NIGHT. NUMERALS SHALL BE WHITE IN COLOR WHERE LOCATED UPON GLAZING.

19. OBSERVE BELMONT REACH CODE PROVISIONS, PV SYSTEM

REQURIEMENTS IN CA ENERGY CODE, AND EV CHARGING IN CA GREEN CODE.

CITY OF BELMONT CONDITIONS
PROJECT DESCRIPTION:

A 3-STORY, TYPE IB BUILDING ADACENT TO THE EXISTING VISTA TERRACE

ASSISTED LIVING BUILDING FOR RESIDENTS WITH DEMENTIAL OR OTHER MEMORY IMPAIRMENTS. THE BUILDING WILL CONTAIN 36 UNITS WITH 42 BEDS, SUPPORT SPACES, AND OPEN PARKING GARAGE.

THE FOLLOWING ITEMS WILL BE SUBMITTED WITH A SEPARATE PERMIT OR DEFERRED SUBMITTALS:

1. FIRE SPRINKLER SYSTEM INSTALLATION TYPE (NFPA 13)

2. TWO-WAY COMMUNICATION SYSTEM

3. ELEVATOR

4. EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM

5. ERRCS (EMERGENCY RESPONDER RADIO COMMUNICATION SYSTEM)

PROJECT SCOPE AND PERMITS

1. PROVIDE RESIDENTIAL ELECTRIC VEHICLE CHARGING PROVISIONS PER CAL GREEN 4.106.4.2.2:
10% OF SPACES TO BE EV CAPABLE OF SUPPORTING EV LEVEL 2:
35 X 0.10 = 4 EV CAPABLE SPACES
25% OF SPACES TO BE EV READY
35 X 0.25 = 9 EV CAPABLE SPACES
5% OF SPACES TO BE EQUPED WITH LEVEL 2 EVSE
35 X 0.05 = 2 SPACES EQUIPPED WITH LEVEL 2 EVSE

2. PROVIDE COMMERCIAL ELECTRIC VEHICLE CHARGING PROVISIONS PER CAL GREEN 5.106.5.3.1:

PER TABLE 5.106.5.3.1, PROVIDE 8 EV CAPABLE SPACES (8 IS LESS THAN 9 EV CAPABLE SPACES REQUIRED PER 4.106.4.2.2 SO PROVIDE 9 EV CAPABLE SPACES.

PER TABLE 5.106.5.3.1, PROVIDE 2 EV CAPABLE SPACES PROVIDED WITH EVSE

3. PER CBC 11B-228.3 EXCEPTION 1 AND 2, ELECTRIC VEHICLE CHARGING

SPACES ARE NOT BEING PROVIDED TO THE PUBLIC AND WILL BE ASSIGNED TO FLEET VEHICLES, STAFF OR RESIDENTS. THEREFORE, EVCS ARE NOT

REQUIRED TO COMPLY WITH THE MININUM NUMBER OF ACCESSIBLE SPACES PER CBC 11B-228.3 OR THE MINIMUM DIMENSIONS OF EV SPACES AND ACCESS AISLES PER CBC 11B-812.5.4.4.

4. SEE SHEETS A100 AND A101 FOR LOCATIONS OF SPACES WITH ELECTRIC VEHICLE CHARGING PROVISIONS.

5. SEE ELECTRIC PLANS FOR ASDDITIOAL EVCS INFORMATION.

ELECTRIC VEHICLE NOTES

1. PROVIDE KITCHEN EQUIPMENT PER CBC 420.9

2. DOMENSIC COOKING HOOD NOT REQUIRED SINCE RANGE OR COOKTOP IS

NOT PROVIDED

3. PROVIDE A SHUTOFF FOR THE FUEL AND ELECTRICAL SUPPLY TO THE COOKING EQUIPMENT IN A LOCATION TO WHICH ONLY STAFF HAS ACCESS.

4. PROVIDE A TIMER THAT AUTOMATICALLY DEACTIVATES THE COOKING APPLIANCES WITHIN A PERIOD OF NOT MORE THAN 120 MINUTES.

5. PROVIDE A PORTABLE FIRE EXTINGUISHER IN EACH KITCHEN.

KITCHEN NOTES

1. ELEVATOR CAB SHALL BE LARGE ENOUGH TO ACCOMMODATE THE LOADING AND TRANSPORT OF TWO EMERGENCY PERSONNEL ()21" DIAMETER MIN.) AND AN AMBULANCE STRETCHER (24" X 84" WITH NOT LESS THAN 5" RADIUS CORNERS IN THE HORIZONTAL OPEN POSITION PER CBC 4002.4.1a.

2. THE HOISTWAYLANDING OPENINGS SHALL BE PROVIDED WIHT POWER OPERATED DOORS PER CBC 3002.4.2a.

3. THE ELEVATOR SHALL BE EQUIPPED WITH A KEY SWITCH TO RECALL THE ELEVATOR NONSTOP TO THE MAIN FLOOR PER 3002.4.3a.

4. THE ELEVATOR SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL (STAR OF LIFE) FOR EMERGENCY MEDICAL SERVICES PER 3002.4.4a.

5. THE SYMBOL SHALL NOT BE LESS THAN 3 INCHES IN SIZE PER 3002.4.5a.

6. THE SYMBOL SHALL BE PERMANENTLY ATTACHED TO EACH SIDE OF THE

HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE HALLWAY OR LANDING AREA. EACH SYSBOL SHALL BE NOT LESS THAN 78 INCHES AND NOT MORE THAN 84 INCHES ABOVE THE FLOOR LEVEL AT THE THRESHOLD PER 3002.4.6a.

ELEVATOR NOTES
1 SPACE PER
4 RESIDENTS
REQUIRED PARKING 68 AL RESIDENTS
42 MC RESIDENTS
110 TOTAL RESIDENTS
17 SPACES

10.5 SPACES

27.5 SPACES
ORDINANCE REQ. REQUIRED SUBTOTAL
1 SPACE PER
2 ON DUTY STAFF
45 STAFF ON

DUTY (MAX)

22.5 SPACES
1 SPACE PER
1 DOCTOR
0 DOCTORS 0 SPACES
REQUIRED PARKING 50 SPACES
TOTAL SPACES PROVIDED 34 SPACES
NOTE 1: MC RESIDENTS DO NOT DRIVE AND WILL NOT BE

ALLOWED TO STORE VEHICLES ON SITE

PARKING REQUIREMENT
NOTE 2: SHUTTLE BUS PARKING IS NOT INCLUDED IN

PARKING COUNT
10 © 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt 5/22/2024 11:58:48 AM

GENERAL

INFORMATION
G010
DPerrault IWallace

UNIT SUMMARY

SL - ROOM PROGRAM BED COUNT / UNIT UNIT COUNT

TOTAL BED

COUNT UNIT AREA (AVG) AREA TOTAL

MEMORY CARE
MC STUDIO 1 30 30 301 SF 9,017 SF
MC COMPANION 2 6 12 578 SF 3,468 SF
36 42 12,485 SF
GRAND TOTAL: 36 36 42 12,485 SF

PARKING DISTRIBUTION - EXISTING
1 - LOWER LEVEL
ACCESSIBLE STALL (UNCOVERED) 1
ACCESSIBLE VAN STALL (UNCOVERED) 1
STANDARD STALL (COVERED) 12
STANDARD STALL (UNCOVERED) 1
15 2 - UPPER LEVEL
STANDARD STALL (COVERED) 11
STANDARD STALL (UNCOVERED) 15
26 GRAND TOTAL 41

PARKING DISTRIBUTION - NEW CONSTRUCTION
1 - LOWER LEVEL
ACCESSIBLE VAN STALL (UNCOVERED) 1
COMPACT STALL (COVERED) 3
COMPACT STALL W/ EV CHARGER (COVERED) 2
COMPACT STALL W/ EV READY (COVERED) 7
STANDARD STALL (UNCOVERED) 1
14 2 - UPPER LEVEL
ACCESSIBLE STALL (COVERED) 1
STANDARD STALL (COVERED) 9
STANDARD STALL (UNCOVERED) 10
20 GRAND TOTAL 34

CBC OPEN PARKING AREA EXCLUDED FROM

BELMONT ZONING CODE GROSS BUILDING AREA

LEVEL TOTAL AREA PER LEVEL
LEVEL LL 2,000 SF
LEVEL 1 5,419 SF
GRAND TOTAL 7,419 SF
NOTE 1: PARKING TOTALS DO NOT INCLUDE 9 PARKING SPACES
AND ONE LOADING SPACE IN THE RIGHT OF WAY ON 6TH AVE.

NOTE 2: NEW CONSTRUCTION ALSO INCLUDES 9 BICYCLE
PARKING SPACES.

NOTE 3: SHUTTLE BUS PARKING IS NOT INCLUDED IN PARKING
COUNT

ALLOWABLE AREA & STORIES PER OCCUPANCY GROUP
OCCUPANCY Comments
B
R2.1
S-1
S-2
U

GRAND TOTAL
NOTE: THE ALLOWABLE AREAS AND STORIES

INDICATED IN THE TABLE ABOVE ARE PER
CBC TABLES 504.4 & 506.2 FOR

CONSTRUCTION TYPE IB AND SPRINKLER
TYPE NFPA13. SPECIAL PROVISIONS
AVAILALBE PER SECTION 510 WILL NOT BE
UTILIZED.

UNLIMITED, 180 FT & 12 STORIES
165,000 SF, 160 FT & 6 STORIES
144,000 SF, 180 FT & 12 STORIES
237,000 SF, 180 FT & 12 STORIES
106,500 SF, 180 FT & 6 STORIES

ALLOWABLE AREA, HEIGHT & STORIES

CBC / ENERGY CODE AREAS

LEVEL OCCUPANCY AREA

CONDITIONED NON-RESIDENTIAL
LEVEL LL B 185 SF
LEVEL LL U 132 SF
LEVEL 1 B 1,522 SF
LEVEL 1 S-1 782 SF
LEVEL 1 U 390 SF
LEVEL 2 B 1,468 SF
LEVEL 3 B 1,468 SF
5,948 SF

CONDITIONED RESIDENTIAL
LEVEL LL R2.1 267 SF
LEVEL 1 R2.1 498 SF
LEVEL 2 B 272 SF
LEVEL 2 R2.1 8,775 SF
LEVEL 3 B 272 SF
LEVEL 3 R2.1 8,775 SF
18,858 SF

UNCONDITIONED
LEVEL LL S-2 2,000 SF
LEVEL 1 S-2 5,419 SF
LEVEL 2 B 405 SF
LEVEL 3 B 405 SF
8,229 SF
GRAND TOTAL 33,035 SF

ACCESSIBLE UNITS SUMMARY
UNIT

NUMBER UNIT TYPE

BED COUNT /
UNIT

TOTAL BED

COUNT AREA TOTAL

MOBILITY & COMMUNICATION FEATURES
219 MC STUDIO 1 1 317 SF
221 MC COMPANION 2 2 582 SF
3 899 SF

MOBILITY FEATURES
206 MC STUDIO 1 1 296 SF
208 MC STUDIO 1 1 309 SF
210 MC STUDIO 1 1 296 SF
212 MC STUDIO 1 1 296 SF
214 MC STUDIO 1 1 307 SF
216 MC STUDIO 1 1 296 SF
220 MC COMPANION 2 2 595 SF
306 MC STUDIO 1 1 296 SF
308 MC STUDIO 1 1 309 SF
310 MC STUDIO 1 1 296 SF
312 MC STUDIO 1 1 296 SF
314 MC STUDIO 1 1 308 SF
316 MC STUDIO 1 1 296 SF
319 MC STUDIO 1 1 317 SF
320 MC COMPANION 2 2 595 SF
321 MC COMPANION 2 2 582 SF
19 5,691 SF

STANDARD
201 MC COMPANION 2 2 557 SF
203 MC STUDIO 1 1 308 SF
205 MC STUDIO 1 1 295 SF
207 MC STUDIO 1 1 294 SF
209 MC STUDIO 1 1 306 SF
211 MC STUDIO 1 1 293 SF
213 MC STUDIO 1 1 294 SF
215 MC STUDIO 1 1 306 SF
217 MC STUDIO 1 1 294 SF
301 MC COMPANION 2 2 557 SF
303 MC STUDIO 1 1 308 SF
305 MC STUDIO 1 1 295 SF
307 MC STUDIO 1 1 294 SF
309 MC STUDIO 1 1 306 SF
311 MC STUDIO 1 1 293 SF
313 MC STUDIO 1 1 294 SF
315 MC STUDIO 1 1 306 SF
317 MC STUDIO 1 1 294 SF
20 5,895 SF
GRAND TOTAL: 36 42 12,485 SF

TOTAL BUILDING AREA

OCCUPANCY GROUP
PER CBC 302.1 AREA

LEVEL LL
B 185 SF
R2.1 267 SF
S-2 2,000 SF
U 132 SF
2,584 SF
LEVEL 1
B 1,522 SF
R2.1 498 SF
S-1 782 SF
S-2 5,419 SF
U 390 SF
8,612 SF
LEVEL 2
B 2,145 SF
R2.1 8,775 SF
10,920 SF
LEVEL 3
B 2,145 SF
R2.1 8,775 SF
10,920 SF
GRAND TOTAL 33,035 SF
NOTE: ALL SPACES WITH USED

FOR ASSEMBLY PURPOSES

HAVE AN OCCUPANT LOAD OF
LESS THAN 50 PERSONS AND

ARE CONSIDERED GROUP B

OCCUPANCIES PER CBC
SECTION 303.1.2.1.

SEPARATED OCCUPANCIES - ALL LEVELS PER DETAILS 10 & 20 / G111 & G112

SEPARATED

OCCUPANCY
GROUP

MAIN OCCUPANCY

PER SEPARATED
AREA

AREA PER

SEPARATED

OCCUPANCY

ALLOWABLE

BUILDING
AREA
RATIO

PER CBC
508.4.2

LEVEL LL
AREA A B 185 100000 0.00185
AREA B R2.1 267 165000 0.001618
AREA C U 132 106500 0.001239
AREA D S-2 2000 237000 0.008439
LEVEL 1
AREA A R2.1 221 165000 0.001339
AREA B R2.1 277 165000 0.001679
AREA C S-2 5461 237000 0.023042
AREA D B 1522 165000 0.009224
AREA E U 184 106500 0.001728
AREA F U 164 106500 0.00154
AREA G S-1 782 144000 0.005431
LEVEL 2
AREA A R2.1 9046 165000 0.054824
AREA B B 469 165000 0.002842
AREA C B 1404 165000 0.008509
LEVEL 3
AREA A R2.1 9046 165000 0.054824
AREA B B 469 165000 0.002842
AREA C B 1404 165000 0.008509

SEPARATED OCCUPANCIES - RATIO TOTALS

SEPARATED

OCCUPANCY GROUP

RATIO PER CBC
508.4.2

LEVEL LL
AREA A 0.00185
AREA B 0.001618
AREA C 0.001239
AREA D 0.008439

0.013146
LEVEL 1
AREA A 0.001339
AREA B 0.001679
AREA C 0.023042
AREA D 0.009224
AREA E 0.001728
AREA F 0.00154
AREA G 0.005431

0.043983
LEVEL 2
AREA A 0.054824
AREA B 0.002842
AREA C 0.008509

0.066176
LEVEL 3
AREA A 0.054824
AREA B 0.002842
AREA C 0.008509

0.066176
GRAND TOTAL 0.189481
NOTE: WHERE B OCCUPANCY ALLOWS
UNLIMITED AREA AS TYPE 1B

CONSTRUCTION, AND A RATIO CAN'T BE

CALCULATED WITH AN UNLIMITED

DENOMINATOR, THE ALLOWABLE AREA
FOR R2.1 OCCUPANCY HAS BEEN
SUBSTITUTED.

GROSS BUILDING AREA PER

BELMONT ZONING CODE

OCCUPANCY GROUP
PER CBC 302.1 AREA

LEVEL LL
B 185 SF
R2.1 267 SF
U 132 SF
584 SF
LEVEL 1
B 1,522 SF
R2.1 498 SF
S-1 782 SF
U 390 SF
3,193 SF
LEVEL 2
B 1,740 SF
R2.1 8,775 SF
10,514 SF
LEVEL 3
B 1,740 SF
R2.1 8,775 SF
10,514 SF
GRAND TOTAL 24,806 SF
SCALE: 1" = 60'-0"

EXISTING SITE AREA
1 SITE AREA - EXISTING
IMPERVIOUS AREA - BUILDING 27,841 SF 47.9%
IMPERVIOUS AREA - PAVING AND SITE WALLS 19,398 SF 33.4% PERVIOUS AREA - LANDSCAPING 10,903 SF 18.8%
58,142 SF 100.0%

SITE AREA - NEW
IMPERVIOUS AREA - BUILDING 30,556 SF 52.6%
IMPERVIOUS AREA - PAVING AND SITE WALLS 16,216 SF 27.9% PERVIOUS AREA - LANDSCAPING 11,370 SF 19.6%
58,142 SF 100.0%
SCALE: 1" = 60'-0"

NEW SITE AREA
2 Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
9 PERMIT / ZONING RESUBMITTAL 05-21-2024

CBC COVERED DECK AREA EXCLUDED FROM

BELMONT ZONING CODE GROSS BUILDING AREA

LEVEL TOTAL AREA PER LEVEL
LEVEL 2 405 SF
LEVEL 3 405 SF
GRAND TOTAL 810 SF
9 EXISTING AND PROPOSED GROSS BUILDING

AREA ON COMBINED LOT (GARAGE AREA

AND COVERED DECK AREA EXCLUDED)

EXISTING PROPOSED

ASSISTED LIVING

SKILLED NURSING

MEMORY CARE

GRAND TOTAL
48,663 SF 48,663 SF
24,806 SF
8,528 SF
57,191 SF 73,469 SF
641
CL
CL
CL
CL

FIRE EXTINGUISHER FIRE EXTINGUISHER

CABINET
STROBE

AUDIO/VISUAL

FIRE ALARM

FIRE ALARM PULL

STATION, GENERALLY

LOCATE UNDER
AUDIO/VISUAL ARM.
6' - 8"

LAVATORY (SIDE) LAVATORY (FRONT)

INDICATES ACCESSIBLE

KNEE AND TOE

CLEARANCE SPACE
34" MAX
MIRROR
17" MIN
8" MIN 6" MAX
9" MIN
27" MIN
34" MAX

HANDRAILS NURSE CALL NURSE CALL

WITH PULL CORD

HANDRAIL

SHARPS W/ INTEGRAL

GLOVE BOX
3' - 8"
48" MAX
40" MAX
15" TYP.

TO REFLECTIVE SURFACE
29" MIN

PROVIDE

PROTECTIVE WRAP

AT EXPOSED PIPES

FIRE EXTINGUISHER

AND VALVE CABINET RIM OF SINK
TO REF. SURFACE
3' - 4"
3' - 0"
2' - 0"
(NOTE: REFLECTING SURFACE TO BE 40" MAX. ABOVE FINISHED FLOOR)

MIRROR COAT HOOK
4' - 0"

WHERE MOUNTED

WITH CERAMIC TILE

TOP OF CERAMIC TILE

WALL PROTECTION

BUMPER GUARD

LOW CRASH RAIL

ACCESSIBLE PLUMBING

FIXTURES & ACCESSORIES

DOOR MANUVERING

CLEARANCES CLEAR FLOOR SPACE

UNLESS NOTED OTHERWISE

GENERAL NOTES

1. NOT ALL CONDITIONS SHOWN ON THIS SHEET MAY BE REQUIRED BY THIS PROJECT. COMPARE THE REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS WITH THIS SHEET FOR RELEVANCE OF INFORMATION.

2. DIMENSIONS INDICATED ARE THE MINIMUM OR MAXIMUM CLEAR DIMENSIONS REQUIRED BY THE ACCESSIBILITY GUIDELINES. THE CONTRACTOR IS

RESPONSIBLE FOR LAYOUT OF BUILDING ELEMENTS TO ASSURE THAT DIMENSIONS SHOWN ARE PROVIDED.

3. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE INFORMATION GIVEN ON THIS SHEET.

4. DO NOT SCALE THESE DRAWINGS.

5. ALL DIMENSIONS ARE TYPICAL UNLESS NOTED OTHERWISE IN ARCHITECTURAL DRAWINGS.

MANEUVERING CLEARANCE AT SWINGING DOORS
(B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PUSH SIDE (F) LATCH APPROACH, PULL SIDE (G) LATCH APPROACH, PUSH SIDE

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS
(A) FRONT APPROACH (C) POCKET OR HINGE APPROACH (D) STOP OR LATCH APPROACH

TWO DOORS IN A SERIES
(A) (B)
(A) FORWARD (B) PARALLEL

POSITION OF CLEAR FLOOR OR GROUND SPACE
(A) FORWARD APPROACH (B) PARALLEL APPROACH

MANEUVERING CLEARANCE IN AN ALCOVE

REAR WALL GRAB BAR FOR WATER CLOSET

DISPENSER LOCATION
FIG. 11B-606.3

HEIGHT OF LAVATORIES AND SINKS

DRINKING FOUNTAIN SPOUT LOCATION
(A) PARALLEL APPROACH
(B) FORWARD APPROACH

PASSENGER LOADING ZONE ACCESS AISLE

TRUNCATED DOME SIZE
(A) VERTICAL RISER (B) CURVED NOSING
(C) BEVELED NOSING (D) ANGLED RISER
RADIUS 1/2" MAX. TYP.

BEVELED

STAIR NOSINGS

TREADS AND RISERS FOR

ACCESSIBLE STAIRWAYS
(A) STAIRS (B) RAMPS

HANDRAIL CROSS SECTION

HANDRAIL HEIGHT

HANDRAIL CLEARANCE
(A) CIRCULAR
4"-6 1/4" PERIMETER

TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS

TOP HANDRAIL EXTENSIONS AT STAIRS
X = TREAD DEPTH

BOTTOM HANDRAIL EXTENSIONS AT STAIRS

REDUCED VERTICAL CLEARANCE
(A) FRONT APPROACH, PULL SIDE

WATER CLOSET LOCATION/

SIZE CLEARANCE

HEIGHT OF WATER CLOSET/

SIDE WALL GRAB BAR FOR WATER CLOSET

VEHICLE PARKING SPACE/

PARKING SPACE ACCESS AISLE
(B) NON-CIRCULAR (C) NON-CIRCULAR
2 VERTICAL CHANGES IN LEVEL

BEVELED CHANGES IN LEVEL
1 OPENINGS IN FLOOR

LIMITS OF PROTRUDING OBJECTS POST-MOUNTED PROTRUDING OBJECTS OR GROUND SURFACES

UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH

ACCESS AISLE SERVING VAN PARKING SPACES

ACCESS AISLE SERVING CAR

PARKING SPACES
CURVED

FULL LENGTH OF

PARKING SPACE

AREA TO BE MARKED AREA TO BE
MARKED

AREA TO BE MARKED

SPACING OF GRAB BARS

RECTANGULAR SHOWER

COMPARTMENT SEAT

L-SHAPED SHOWER

COMPARTMENT SEAT

LANDING

AT LEAST AS WIDE AS RAMP RUN
BOTTOM

LANDING
(A)
FIG. 11B-405.7

RAMP LANDINGS

LANDING

RAMP RUN RAMP RUN
RAMP
RUN
(B)
(A) HINGED DOOR
(B) SLIDING DOOR
(C) FOLDING DOOR

CLEAR WIDTH OF DOORWAYS

ELEVATOR CALL BUTTONS HEIGHT OF ELEVATOR VISIBLE SIGNALS

COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS
12 11
20 ADJOINING SURFACE

MAXIMUM SLOPE

CURB RAMP SLOPE
FIG. 11B-403.5

CLEAR WIDTH OF AN ACCESSIBLE ROUTE
18" MIN
60" MIN
48" MIN
6 36" MIN
0" MIN
44" MIN
22" MIN
6 24" MIN
0" MIN
24" MIN
44" MIN
(C)
48" MIN 48" MIN 48" MIN
(B) FRONT APPROACH
42" MIN
48" MIN
4 24" MIN
2" MIN

LONG DIMENSION PERPENDICULAR TO DIRECTION OF TRAVEL
1/4" MAX 1/4" MAX
1/2" MAX
1/4" - 1/2"
1/2" MAX
12"
30" MIN
48" MIN
48" MIN
30" MIN
X>24"
60"
X>15"
36" MIN
12" MIN 12" MIN X> 27"
X> 80"
X> 27"
4" MAX
X>12"
27" MAX
X> 80"
X>12"

2.3" - 2.4"

0.65" MIN

0.2" MIN
27" MAX
X<80"
15" MIN
48" MAX
10" MAX 15" MIN
48" MAX
34" MAX
48" MAX
10" MAX
46" MAX
34" MAX
10" - 24" MAX
44" MAX
20" MAX 20" - 25" MAX
48" MAX
20'-0" MIN
60" MIN
108" MIN 60" MIN
106" MIN

30.00°
1 1/4" MAX
1/4" MAX
1 1/4" - 2" 2 1/4" MAX
1 1/2" MIN
34" - 38"
34" - 38"
12" MIN
12" X X
4" - 7"
11" MAX
5" MAX 15" MIN
3 1/2" MAX
17" - 18"
56" MIN
60" MIN
17" - 19"
12" MAX
42" MIN
54" MIN
24" MIN 12" MIN
36" MIN

TRANSFER SIDE
1 1/2" MIN
19" MIN TO

OPENING
7" - 9"
29" - 36"
3" MAX
1 1/2" MAX
15" - 16"
2 1/2" MAX
15" - 16'
22" - 23"
14" - 15"
12" MIN
60" MIN
72" MIN 60" MIN 60" MIN
48" MIN
2 1/2" MIN 2 1/2" MIN
2 1/2" MIN
24" MAX 48" MIN 24" MAX
32" MIN36" MIN

90.00°
32" MIN
32" MIN
32" MIN

LIFE SAFETY EQUIPMENT

ACCESIBLE PLUMBING

FIXTURES & ACCESSORIES

PAPER TOWEL

DISPENSER OR

MULTI-PURPOSE UNIT

PAPER TOWEL

DISPENSER &

RECEPTACLE

WASTE RECEPTACLE HAND DRYER

SANITARY

NAPKIN VENDOR

WALL MOUNTED

SOAP DISPENSER

TOWEL BAR

AND SHELF

UTILITY SHELF SOAP DISH HOOKS

FACIAL TISSUE

DISPENSER

SHOWER HEAD

AND CONTROLS
SHOWER

CURTAIN ROD

SHOWER SEAT MEDICINE CABINET MEDICINE CABINET
UNO
48" MAX

TO BOTTOM SHELF
6' - 6"
3' - 6"
6' - 3"
17"-19"
44" MAX
48"- 54" MAX
48" MAX UNO

SANITARY NAPKIN

DISPOSAL
2' - 7"

SHELF IN

TOILET ROOM
UNO
3' - 4"

EWC OR DRINKING

FOUNTAIN

TO SPOUT
36" MAX

TO SPOUT
39" MIN EWC OR DRINKING

FOUNTAIN
22" MIN 42" MIN
72" MIN
(C) GRAB BARS IN ALTERNATE TYPE SHOWERS

STANDARD ROLL-IN-TYPE

SHOWER COMPARTMENT

ALTERNATE ROLL-IN-TYPE

SHOWER COMPARTMENT
(A) STANDARD ROLL-IN-TYPE SHOWER (B) ROLL-IN-TYPE SHOWER WITH SEAT

TRANSFER-TYPE SHOWER COMPARTMENT WITH GRAB BARS
36" MIN 36" MIN
48" MIN
36" MIN
36" MIN 30" MIN
60" MIN
36" MIN
36" MIN
60" MIN
6" MAX
6" MAX
6" MAX
6" MAX 6" MAX
6" MAX
6" MAX
6" MAX 6" MAX
(A) CIRCULAR
(B) T-SHAPED

SIZE OF WHEELCHAIR TURNING SPACE
12" MIN 36" MIN 12" MIN
60" M
3 IN
6" MIN
60" MIN
24" MIN
60" MIN

STAIR , RAMPS, AND RAILINGS

PROTRUDING OBJECTS AND

REACH CLEARANCES

KNEE CLEARANCE TOE CLEARANCE
9" MIN
11" MIN
27" MIN
8" MIN
9"
6" MAX
1' - 1"
1' - 2"
2' - 10"
2' - 11"
12"

CONTROLS IN TRANSFER-TYPE

SIDE WALL
(A) (B)

BACK WALL

LOCATION OF SHOWER SPRAY UNIT

SHOWERS

SIDE WALL
48" MIN
16"
27"
48" MAX
16" MIN
15" MAX 27" MIN
48" MAX
38" MIN

DOOR REQUIRTEMENTS
43" MAX

FULL WIDTH OF DOOR
10" MIN

SMOOTH SURFACE
(PUSH SIDE)
34" - 44"
8" Max

DOOR MANUVERING CLEARANCE
6" MIN. TYP.

SIGNAGE REQUIREMENTS:

1. CHARACTERS SHALL BE 48 INCHES MINIMUM AND 60 INCHES

MAXIMUM ABOVE THE FLOOR OR GROUND SURFACE,
MEASURED TO THE BASELINE OF THE CHARACTERS.

2. WHERE A SIGN CONTAINING TACTILE CHARACTERS IS

PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE
DOOR ON THE LATCH SIDE. WHERE A TACTILE SIGN IS

PROVIDED AT DOUBLE DOORS, THE SIGN SHALL BE TO THE
RIGHT OF THE RIGHT-HAND DOOR. WHERE THERE IS NO WALL

SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE

RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE
NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE
CHARACTERS SHALL HAVE AN 18" MIN. BY 18" MIN. SPACE ON

THE FLOOR, CENTERED ON THE SIGN, BEYOND THE ARC OF
ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45
DEGREE OPEN POSITION.

3. DOOR-MOUNTED SIGNS SHALL BE PERMITTED ON THE PUSH

SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN
DEVICES.

4. REFER TO SECTIONS 216 AND 703 OF THE 2022 CBC CHAPTER 11B FOR REQUIREMENTS OF TACTILE CHARACTERS, VISUAL
CHARACTERS, AND PICTOGRAMS.

5. REFER TO CBC SECTION 11B-703.7.2.6 FOR REQUIRED TOILET AND BATHING FACILITY GEOMETRIC SYMBOLS.

MEN
.
.

L I B R A R Y
.
.

CENTERED ON TACTILE

CHARACTERS
48" MIN. TO BASE OF

LOWEST CHARACTER
60" MAX. TO BASE OF

HIGHEST CHARACTER
18"
MIN.

CHARACTER HEIGHT
5/8" - 2"
18"
MIN.

CHARACTERS AND

BRAILLE NOT IN

PICTOGRAM FIELD
PER 11B-703.6.1

SIGNANGE MOUNTING AND VISUAL CHARACTER REQUIREMENTS

SIGNAGE
MISC.
4' - 0"

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY
PER 11B-703.7

BRAILLE POSITION, SIZE
AND SPACING PER 11B-703.3
BOTTO
M EDGE
MAX 3' - 4" TO
PER 1134A.8.8
BOTTO
M EDGE
MAX 3' - 4" TO
PER 1134A.8.8
BOTTO
M EDGE
MAX 3'-4" TO
PER 1134A.8.8

WHEN PROVIDED

FOR TOWELS
48" MAX
40" MIN

OPERABLE PARTS
3' - 4" TO

TYPICAL AT ALL STAIRS AND

RAMPS, TOP AND BOTTOM

HANDRAIL EXTENSIONS SHALL

RETURN TO A WALL, GUARD OR
THE LANDING SURFACE.
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:09:54 PM

MOUNTING

HEIGHTS &

ACCESSIBILITY

DIAGRAMS
G012
DPerrault IWallace
Document Release
No. Description Date
3 DESIGN DEVELOPMENT SET 02-02-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
642
UP
UP
20 MINUTE DOORS
45 MINUTE DOORS
60 MINUTE DOORS
90 MINUTE DOORS

SMOKE COMPARTMENTS
N/A
OCCUPANT LOAD PER CBC 1004.5
ASSEMBLY (UNCONCENTRATED) - 15 NET
PARKING GARAGE - 200 GROSS
RESIDENTIAL - 200 GROSS
STORAGE/MECHANICAL ROOM - 300 GROSS
11 2 13
1 AREA A
B
C
AREA D
PER CBC TABLE 508.4, 2-HOUR

SHAFT PROVIDES SEPARATED
OCCUPANCIES BETWEEN R2.1 AND

OTHER OCCUPANCIES
PER CBC TABLE 508.4, 1-HR FIRE

BARRIER PROVIDES SEPARATED
OCCUPANCIES BETWEEN B, S-1, S-2
AND U OCCUPANCIES.

PER CBC TABLE 508.4, 1-HR FIRE

BARRIER PROVIDES SEPARATED
OCCUPANCIES BETWEEN B, S-1, S-2
AND U OCCUPANCIES.

PER CBC TABLE 508.4, 2-HOUR

SHAFT PROVIDES SEPARATED
OCCUPANCIES BETWEEN R2.1 AND

OTHER OCCUPANCIES
1-HOUR RATING REQUIRED AT

GENERATOR ROOM PER CBC
909.11.1

AREA C AREA D
E
A
B
F
3 AREA G
1 36
29 1
8 8

SMOKE COMPARTMENTS
N/A
OCCUPANT LOAD PER CBC 1004.5
ASSEMBLY (CIRCULATION) - 0 NET
ASSEMBLY (UNCONCENTRATED) - 15 NET
BUSINESS - 150 GROSS
PARKING GARAGE - 200 GROSS
RESIDENTIAL - 200 GROSS
STORAGE/MECHANICAL ROOM - 300 GROSS
28 3
6 8
21 1
2 1
1 1
2 EXISTING PARKING

STRUCTURE COLUMNS
1-HOUR INTUMESCENT PAINT

AT CANOPY COLUMNS
4 STORY STAIR SHAFT WITH 2-HR
FIRE BARRIER PER CBC 713.4 &
1023.2. STAIR A IS AN ACCESSIBLE

MEANS OF EGRESS AND HAS

HANDRAIL EXTENSIONS PER CBC
1014 AND CBC 11B-505.

SMOKE CURTAIN PER CBC 3006.3
ITEM 5.

ELEVATOR MACHINE ROOM WITH
2-HR RATING PER CBC 3005.4
4 STORY ELEVATOR SHAFT WITH
2-HR FIRE BARRIER PER CBC 713.4.

ELEVATOR IS AN ACCESSIBLE
MEANS OF EGRESS PER CBC 1009.2.1

AND WILL BE CONNECTED TO
STANDBY POWER PER 1009.1.4.

LOWER LEVEL COLUMNS:
2-HOUR RATING REQUIRED AT ALL

LOWER LEVEL COLUMNS

SUPPORTING THE FLOOR LEVEL
ABOVE.

LIFE SAFETY

ELEVATOR SHAFT / ACCESSIBLE EXIT

INTERIOR EXIT STAIR

INCIDENTAL/HAZARDOUS

OCCUPANT LOAD
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
70 13.9"
EXIT DISCHARGE DOOR SA-0A
EXISTING 2,000 SF OPEN

PARKING GARAGE

COLUMN ENCLOSURE TERMINATES
AT 8" THICK 2-HOUR RATED CAST

IN PLACE CONCRETE WALL
4 STORY ELEVATOR SHAFT WITH
2-HR FIRE BARRIER PER CBC 713.4.

ELEVATOR IS AN ACCESSIBLE
MEANS OF EGRESS PER CBC 1009.2.1

AND WILL BE CONNECTED TO
STANDBY POWER PER 1009.1.4.

SMOKE CURTAIN PER CBC 3006.3
ITEM 5.

PER CBC TABLE 508.4, 1-HR FIRE

BARRIER PROVIDES SEPARATED
OCCUPANCIES BETWEEN B, S-1, S-2
AND U OCCUPANCIES.
4 STORY STAIR SHAFT WITH 2-HR
FIRE BARRIER PER CBC 713.4 &
1023.2. STAIR A IS AN ACCESSIBLE

MEANS OF EGRESS AND HAS

HANDRAIL EXTENSIONS PER CBC
1014 AND CBC 11B-505.
3 STORY STAIR SHAFT WITH 2-HR
FIRE BARRIER PER CBC 713.4 &
1023.2. STAIR B IS NOT AN

ACCESSIBLE MEANS OF EGRESS PER
1009.2.1 AND HAS HANDRAIL
EXTENSIONS PER CBC 1014.

FIRE RATING NOT REQUIRED AT

OPEN PARKING GARAGE PER CBC
TABLE 705.5 KEYNOTE C

SINGLE EXIT IS ALLOWED IN B OR U
OCCUPANCY SPACE WITH MAX 49

OCCUPANTS

SINGLE EXIT IS ALLOWED IN S
OCCUPANCY SPACE WITH MAX 29

OCCUPANTS
35 SF MIN. FIRE CONTROL ROOM PER

SAN MATEO MUNICIPAL CODE TITLE

23.28.190.

LEVEL 1 COLUMNS:
2-HOUR RATING REQUIRED AT ALL
LEVEL 1 COLUMNS SUPPORTING
THE FLOOR LEVEL ABOVE.

LIFE SAFETY

ELEVATOR SHAFT / ACCESSIBLE EXIT

INTERIOR EXIT STAIR

INCIDENTAL/HAZARDOUS
PER CBC 1010.1.2 EXCEPTION 9,

MANUAL OPERATING SLIDING DOORS

ARE ALLOWED IN SPACES WITH AN
OCCUPANT LOAD OF 10 OR LESS.
1-HOUR FIRE BARRIER REQUIRED AT

ELECTRICAL ROOM PER CEC
450.21(B).

OCCUPANT LOAD
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
17 3.4"
OCCUPANT LOAD EXIT DOOR SA-1A
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
70 13.9"
EXIT DISCHARGE DOOR SB-1

OCCUPANT LOAD
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
38 7.6"
EXIT DOOR SA-1B
4' - 0 1/4"
2' - 0 3/4"

PROJECTIONS NOT PERMITTED LESS THAN
24" FROM FSD PER CBC TABLE 705.2.

PROJECTIONS EXTENDING TO WITHIN 5' OF

FSD SHALL BE NONCOMBUSTIBLE
MATERIALS PER CBC 705.2.3.1
12' - 10 3/4" FSD
11' - 6 1/4" FSD
6' - 6 5/8" FSD

SECOND EXIT FROM OPEN PARKING GARAGE HAS

DIRECT LINE OF SIGHT TO ROW AND SERVES AN
OCCPANT LOAD OF 17
PER CBC TABLE 508.4, 1-HR FIRE

BARRIER PROVIDES SEPARATED
OCCUPANCIES BETWEEN B, S-1, S-2
AND U OCCUPANCIES.
8 8'
5'

DASHED LINE INDICATES DISTANCE OF ELEVATOR
TO STAIR PER CBC 11B-206.2.3.2.

STAIR B IS USED SOLEY FOR EMERGENCY EGRESS AND
IS ALLOWED TO BE MORE THAN 200' FROM THE
ELEVATOR PER THE EXCEPTION TO CBC 11B-206.2.3.2.
8 150.00°
14' - 2"
NO

PARKINGNO PARKING

SMOKE COMPARTMENT

DUAL EGRESS

EXIT ACCESS DOOR

EXIT DOOR

TRAVEL DISTANCE

EXIT ACCESS TRAVEL

DISTANCE
NOTE: ALL RATED WALLS ARE SMOKE RESISTANT

FIRE EXTINGUISHER

CABINET

RECESSED FIRE

DEPARTMENT VALVE

CABINET

EXIT SIGNAGE LIGHT

FIRE EXTINGUISHER

BRACKET MOUNTED

FIRE ALARM PULL

STATIONS
NOTE: SMOKE BARRIERS TO MEET OR EXCEED EQUALRATED FIRE BARRIER CONSTRUCTION P
FV

LIFE SAFETY AREAS

LIFE SAFETY WALLS

LIFE SAFETY DOORS

LIFE SAFETY PLAN SYMBOLS

LIFE SAFETY GENERAL NOTES

1. ALL EGRESS DOORS TO PROVIDE 32" CLEAR WIDTH WHICH EXCEEDS REQUIREMENTS OF CBC 1005.3.2.

2. ALL EGRESS STAIRS TO PROVIDE 44" CLEAR WIDTH PER CBC 1011.2 WHICH EXCEEDS THE REQUIREMENTS OF CBC 1005.3.1
1 HR FIRE PARTITION
1 HR FIRE BARRIER
2 HR FIRE BARRIER

COMMON PATH OF EGRESS TRAVEL

EXIT DISCHARGE DOOR
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
ROOF
130' - 0"

LEVEL LL
86' - 9"

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"

STAIR SHAFT WALLS TERMINATE AT

UNDERSIDE OF ROOF DECKING PER
CBC 713.12.1

ELEVATOR SHAFT WALLS
TERMINATE AT 2-HR HORIZONTAL

ASSEMBLY
?
PER CBC TABLE 508.4, 1-HR

HORIZONTAL FIRE BARRIER

PROVIDES SEPARATED
OCCUPANCIES BETWEEN R-2.1 AND
S-1, S-2, AND B OCCUPANCIES
BELOW. 2-HR RATING PROVIDED PER
1B CONSTRUCTION.

EXISTING AL LEVEL 1
78' - 0"
PLANTER PONDING HT.

BOTTOM OF PIPE 85' - 0"
82' - 6"

BOTTOM OF SLAB
82' - 0"
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
ROOF
130' - 0"

LEVEL LL
86' - 9"

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"
PER CBC TABLE 508.4, 1-HR

HORIZONTAL FIRE BARRIER

PROVIDES SEPARATED
OCCUPANCIES BETWEEN R-2.1 AND
S-1, S-2, AND B OCCUPANCIES
BELOW. 2-HR RATING PROVIDED PER
1B CONSTRUCTION.
3 STORY STAIR SHAFT WITH 2-HR
FIRE BARRIER PER CBC 713.4 &
1023.2. STAIR B IS NOT AN

ACCESSIBLE MEANS OF EGRESS PER
1009.2.1 AND HAS HANDRAIL
EXTENSIONS PER CBC 1014.

EXISTING AL LEVEL 1
78' - 0"
PLANTER PONDING HT.

BOTTOM OF PIPE 85' - 0"
82' - 6"

BOTTOM OF SLAB
82' - 0"
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:10:08 PM LEVEL LL & 1

CODE PLANS

AND DIAGRAMS
G110
DPerrault IWallace
SCALE: 1" = 40'-0"

LEVEL LL - SMOKE COMPARTMENTS DIAGRAM
8 SCALE: 1" = 40'-0"

LEVEL LL - OCCUPANT LOAD DIAGRAM
9 SCALE: 1" = 40'-0"

LEVEL LL - OCCUPANCY CLASSIFICATION DIAGRAM
10 SCALE: 1" = 40'-0"
LEVEL 1 - OCCUPANCY CLASSIFICATION DIAGRAM 20
SCALE: 1" = 40'-0"
LEVEL 1 - SMOKE COMPARTMENTS DIAGRAM 18
SCALE: 1" = 40'-0"
LEVEL 1 - OCCUPANT LOAD DIAGRAM 19
SCALE: 1/16" = 1'-0"

LEVEL LL - LIFE SAFETY DIAGRAM
7 SCALE: 1/16" = 1'-0"
LEVEL 1 - LIFE SAFETY DIAGRAM 17
OCCUPANT LOAD CALCULATIONS - LEVEL 1

OCCUPANCY GROUP
PER CBC 302.1 OCC. LOAD FACTOR PER CBC 1004.5 AREA OCCUPANTS S-2 PARKING GARAGE - 200 GROSS 5,419 SF 28
S-1 STORAGE/MECHANICAL ROOM - 300 GROSS 782 SF 3
B BUSINESS - 150 GROSS 836 SF 6
U STORAGE/MECHANICAL ROOM - 300 GROSS 164 SF 1
B ASSEMBLY (UNCONCENTRATED) - 15 NET 309 SF 21
B ASSEMBLY (UNCONCENTRATED) - 15 NET 117 SF 8
B ASSEMBLY (CIRCULATION) - 0 NET 195 SF
B BUSINESS - 150 GROSS 66 SF 1
U STORAGE/MECHANICAL ROOM - 300 GROSS 184 SF 1
U STORAGE/MECHANICAL ROOM - 300 GROSS 42 SF 1
R2.1 RESIDENTIAL - 200 GROSS 221 SF 2
R2.1 RESIDENTIAL - 200 GROSS 277 SF 2
GRAND TOTAL 8,612 SF 74

OCCUPANT LOAD CALCULATIONS - LOWER LEVEL

OCCUPANCY GROUP
PER CBC 302.1 OCC. LOAD FACTOR PER CBC 1004.5 AREA OCCUPANTS B ASSEMBLY (UNCONCENTRATED) - 15 NET 185 SF 13
U STORAGE/MECHANICAL ROOM - 300 GROSS 132 SF 1
S-2 PARKING GARAGE - 200 GROSS 2,000 SF 11
R2.1 RESIDENTIAL - 200 GROSS 267 SF 2
GRAND TOTAL 2,584 SF 27
SEPARATED OCCUPANCIES - LEVEL 1

OCCUPANCY OCCUPANTS AREA
AREA E
U 1 184 SF
1 184 SF
AREA F
U 1 164 SF
1 164 SF
AREA G
S-1 3 782 SF
3 782 SF
GRAND TOTAL 74 8,612 SF
SEPARATED OCCUPANCIES - LEVEL 1

OCCUPANCY OCCUPANTS AREA
AREA A
R2.1 2 221 SF
2 221 SF
AREA B
R2.1 2 277 SF
2 277 SF
AREA C
S-2 28 5,419 SF
U 1 42 SF
29 5,461 SF
AREA D
B 36 1,522 SF
36 1,522 SF
SEPARATED OCCUPANCIES - LEVEL 1

OCCUPANCY OCCUPANTS AREA
AREA E
U 1 184 SF
1 184 SF
AREA F
U 1 164 SF
1 164 SF
AREA G
S-1 3 782 SF
3 782 SF
GRAND TOTAL 74 8,612 SF
SEPARATED OCCUPANCIES - LEVEL 1

OCCUPANCY OCCUPANTS AREA
AREA A
R2.1 2 221 SF
2 221 SF
AREA B
R2.1 2 277 SF
2 277 SF
AREA C
S-2 28 5,419 SF
U 1 42 SF
29 5,461 SF
AREA D
B 36 1,522 SF
36 1,522 SF

SEPARATED OCCUPANCIES - LOWER LEVEL

OCCUPANCY OCCUPANTS AREA
AREA A
B 13 185 SF
13 185 SF
AREA B
R2.1 2 267 SF
2 267 SF
AREA C
U 1 132 SF
1 132 SF
AREA D
S-2 11 2,000 SF
11 2,000 SF
GRAND TOTAL 27 2,584 SF

SEPARATED OCCUPANCIES - LOWER LEVEL

OCCUPANCY OCCUPANTS AREA
AREA A
B 13 185 SF
13 185 SF
AREA B
R2.1 2 267 SF
2 267 SF
AREA C
U 1 132 SF
1 132 SF
AREA D
S-2 11 2,000 SF
11 2,000 SF
GRAND TOTAL 27 2,584 SF
SCALE: 1/16" = 1'-0"
CODE SECTION DIAGRAM 2 16
SCALE: 1/16" = 1'-0"
CODE SECTION DIAGRAM 1
6 NOTE: ALL SPACES USED FOR

ASSEMBLY PURPOSES HAVE

AN OCCUPANT LOAD OF LESS
THAN 50 PERSONS AND ARE

CONSIDERED GROUP B

OCCUPANCIES PER CBC
SECTION 303.1.2.1.
8 NOTE: ALL SPACES USED FOR

ASSEMBLY PURPOSES HAVE

AN OCCUPANT LOAD OF LESS
THAN 50 PERSONS AND ARE

CONSIDERED GROUP B

OCCUPANCIES PER CBC
SECTION 303.1.2.1.
8 8 8
8 Document Release
No. Description Date
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
643
UP
20 MINUTE DOORS
45 MINUTE DOORS
60 MINUTE DOORS
90 MINUTE DOORS
2-HR INTUMNESCENT

PAINT AT BALCONY

COLUMNS

AUTOMATIC CLOSING DOOR WITH
HOLDOPEN PER CBC 716.2.6.6
1-HR FIRE PARTITIONS AT CORRIDOR
WALLS PER CBC 435.8.4 | CBC 1020.1

UNIT ENTRY DOORS NOT REQUIRED
TO HAVE CLOSERS PER 435.8.4.1
MECH SHAFT WITH 2-HR FIRE
BARRIER PER CBC 713.4
SMOKE BARRIER PER CBC 420.6

COMMON PATH OF EGRESS TRAVEL
SHALL NOT EXCEED 75' PER CBC
1030.8 EXCEPTION 1.

SMOKE CURTAIN PER CBC 3006.3
ITEM 5.
4 STORY STAIR SHAFT WITH 2-HR
FIRE BARRIER PER CBC 713.4 &
1023.2. STAIR A IS AN ACCESSIBLE

MEANS OF EGRESS AND HAS

HANDRAIL EXTENSIONS PER CBC
1014 AND CBC 11B-505.
4 STORY ELEVATOR SHAFT WITH
2-HR FIRE BARRIER PER CBC 713.4.

ELEVATOR IS AN ACCESSIBLE
MEANS OF EGRESS PER CBC 1009.2.1

AND WILL BE CONNECTED TO
STANDBY POWER PER 1009.1.4.

STAIR EXTERIOR WALLS ARE
PROTECTED PER CBC 1023.7.

ADDITIONAL PROTECTION IS NOT

REQUIRED AT UNIT EXTERIOR WALL
AND OPENING.

MECH SHAFT WITH 2-HR FIRE
BARRIER PER CBC 713.4
LEVEL 2 COLUMNS:
2-HOUR RATING REQUIRED AT ALL
LEVEL 2 COLUMNS SUPPORTING
THE FLOOR LEVEL ABOVE.

LIFE SAFETY

ELEVATOR SHAFT / ACCESSIBLE EXIT

INTERIOR EXIT STAIR

CORRIDOR

OPEN TO CORRIDOR
PER CBC 1010.1.2 EXCEPTION 9,

MANUAL OPERATING SLIDING DOORS

ARE ALLOWED IN SPACES WITH AN
OCCUPANT LOAD OF 10 OR LESS. OCCUPANT LOAD
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
66 13.1"
EXIT DOOR SA-2

OCCUPANT LOAD
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
49 9.8"
EXIT ACCESS DOOR 232

OCCUPANT LOAD
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
24 4.8"
EXIT ACCESS DOOR 241

OCCUPANT LOAD
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
66 13.1"
EXIT DOOR SB-2
11'
19'
30 23' ' 15'
129'
3'
PER CBC 1005.3.1 MINIMUM STAIR EGRESS
CAPACITY 0.3IN X 66 OCCUPANTS = 19.8IN
PER CBC 1005.3.1 MINIMUM

STAIR EGRESS CAPACITY

0.3IN X 66 OCCUPANTS = 19.8IN

STAIR B IS USED SOLEY FOR EMERGENCY EGRESS AND
IS ALLOWED TO BE MORE THAN 200' FROM THE
ELEVATOR PER THE EXCEPTION TO CBC 11B-206.2.3.2.
8 5'

DASHED LINE INDICATES DISTANCE OF ELEVATOR
TO STAIR PER CBC 11B-206.2.3.2.
8 1-HR INTUMNESCENT

PAINT AT BALCONY

COLUMNS SUPPORTING
ROOF
LEVEL 3 COLUMNS:
2-HOUR RATING REQUIRED AT ALL
LEVEL 3 COLUMNS SUPPORTING

RATED SHAFTS
1-HOUR RATING REQUIRED AT
LEVEL 3 COLUMNS SUPPORTING

ONLY ROOF STRUCTURE
SMOKE CURTAIN PER CBC 3006.3
ITEM 5.
4 STORY STAIR SHAFT WITH 2-HR
FIRE BARRIER PER CBC 713.4 &
1023.2. STAIR A IS AN ACCESSIBLE

MEANS OF EGRESS AND HAS

HANDRAIL EXTENSIONS PER CBC
1014 AND CBC 11B-505.
4 STORY ELEVATOR SHAFT WITH
2-HR FIRE BARRIER PER CBC 713.4.

ELEVATOR IS AN ACCESSIBLE
MEANS OF EGRESS PER CBC 1009.2.1

AND WILL BE CONNECTED TO
STAIR EXTERIOR WALLS ARE STANDBY POWER PER 1009.1.4.

PROTECTED PER CBC 1023.7.

ADDITIONAL PROTECTION IS NOT

REQUIRED AT UNIT EXTERIOR WALL
AND OPENING.

AUTOMATIC CLOSING DOOR WITH
HOLDOPEN PER CBC 716.2.6.6
1-HR FIRE PARTITIONS AT CORRIDOR
WALLS PER CBC 435.8.4 | CBC 1020.1

UNIT ENTRY DOORS NOT REQUIRED
TO HAVE CLOSERS PER 435.8.4.1
MECH SHAFT WITH 2-HR FIRE
BARRIER PER CBC 713.4
MECH SHAFT WITH 2-HR FIRE
BARRIER PER CBC 713.4 SMOKE BARRIER PER CBC 420.6
188'
170' (> THAN 1/3 THE 188' DIAGONAL PER CBC 1007.1.1)
11'
19'
30'

COMMON PATH OF EGRESS TRAVEL
SHALL NOT EXCEED 75' PER CBC
1030.8 EXCEPTION 1.

LIFE SAFETY

ELEVATOR SHAFT / ACCESSIBLE EXIT

INTERIOR EXIT STAIR

CORRIDOR

OPEN TO CORRIDOR
3 STORY STAIR SHAFT WITH 2-HR
FIRE BARRIER PER CBC 713.4 &
1023.2. STAIR B IS NOT AN

ACCESSIBLE MEANS OF EGRESS PER
1009.2.1 AND HAS HANDRAIL
EXTENSIONS PER CBC 1014.

PER CBC 1010.1.2 EXCEPTION 9,

MANUAL OPERATING SLIDING DOORS

ARE ALLOWED IN SPACES WITH AN
OCCUPANT LOAD OF 10 OR LESS. OCCUPANT LOAD
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
70 13.9"
EXIT DOOR SA-3

OCCUPANT LOAD
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
49 9.8"
EXIT ACCESS DOOR 332

OCCUPANT LOAD
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
24 4.8"
EXIT ACCESS DOOR 341

OCCUPANT LOAD
REQ. CLEAR WIDTH

ACTUAL CLEAR WIDTH

OCCUPANT CAPACITY
X
X*.2"
Y
Y/.2"

34.0"
170
70 13.9"
EXIT DOOR SB-3
23'
15'
129'
3'
3' - 8 5/8"
5' - 3 1/8"
6' - 3"
6' - 11 1/2" FSD
11' - 9 3/8" FSD

PROJECTIONS NOT PERMITTED LESS THAN
24" FROM FSD PER CBC TABLE 705.2.

PROJECTIONS EXTENDING TO WITHIN 5' OF

FSD SHALL BE NONCOMBUSTIBLE
MATERIALS PER CBC 705.2.3.1
PER CBC 1005.3.1 MINIMUM STAIR EGRESS
CAPACITY 0.3IN X 70 OCCUPANTS = 21IN
PER CBC 1005.3.1 MINIMUM

STAIR EGRESS CAPACITY

0.3IN X 70 OCCUPANTS = 21IN

STAIR B IS USED SOLEY FOR EMERGENCY EGRESS AND
IS ALLOWED TO BE MORE THAN 200' FROM THE
ELEVATOR PER THE EXCEPTION TO CBC 11B-206.2.3.2.
8 5'

DASHED LINE INDICATES DISTANCE OF ELEVATOR
TO STAIR PER CBC 11B-206.2.3.2.
8 SMOKE COMPARTMENTS

SMOKE COMPARTMENT A

SMOKE COMPARTMENT B
675 SF 776 SF

SMOKE COMPARTMENTS

SMOKE COMPARTMENT A

SMOKE COMPARTMENT B
675 SF 776 SF

SMOKE COMPARTMENT A SMOKE COMPARTMENT B
SMOKE BARRIER PER CBC 420.6
(15'+5'+4'+12'+79'=115' PROVIDED)
MAX 200' TRAVEL DISTANCE TO
SMOKE BARRIER PER CBC 420.6
(19'+9'+11'+8'+11'+23'+60'=141' PROVIDED)
MAX 200' TRAVEL DISTANCE TO
SMOKE BARRIER PER CBC 420.6
OCCUPANT LOAD PER CBC 1004.5
ASSEMBLY (CIRCULATION) - 0 NET
ASSEMBLY (UNCONCENTRATED) - 15 NET
BUSINESS - 150 GROSS
RESIDENTIAL - 200 GROSS
25 24
7 1
2 14
19 9
17 2
6 2
1 2
OCCUPANT LOAD PER CBC 1004.5
ASSEMBLY (CIRCULATION) - 0 NET
ASSEMBLY (UNCONCENTRATED) - 15 NET
BUSINESS - 150 GROSS
RESIDENTIAL - 200 GROSS
25 24
7 9
2 14
19 9
17 6
1 2
2 2
AREA A
AREA B
AREA C
PER CBC TABLE 508.4, 1-HOUR MIN.

FIRE BARRIER PROVIDES

SEPARATED OCCUPANCIES
BETWEEN R2.1 AND B OCCUPANCIES
PER CBC TABLE 508.4, 1-HOUR MIN.

FIRE BARRIER PROVIDES

SEPARATED OCCUPANCIES
BETWEEN R2.1 AND B OCCUPANCIES

NON-SEPARATED OCCUPANCIES PER
CBC 508.3

SMOKE COMPARTMENT

DUAL EGRESS

EXIT ACCESS DOOR

EXIT DOOR

TRAVEL DISTANCE

EXIT ACCESS TRAVEL

DISTANCE
NOTE: ALL RATED WALLS ARE SMOKE RESISTANT

FIRE EXTINGUISHER

CABINET

RECESSED FIRE

DEPARTMENT VALVE

CABINET

EXIT SIGNAGE LIGHT

FIRE EXTINGUISHER

BRACKET MOUNTED

FIRE ALARM PULL

STATIONS
NOTE: SMOKE BARRIERS TO MEET OR EXCEED EQUALRATED FIRE BARRIER CONSTRUCTION P
FV

LIFE SAFETY AREAS

LIFE SAFETY WALLS

LIFE SAFETY DOORS

LIFE SAFETY PLAN SYMBOLS

LIFE SAFETY GENERAL NOTES

1. ALL EGRESS DOORS TO PROVIDE 32" CLEAR WIDTH WHICH EXCEEDS REQUIREMENTS OF CBC 1005.3.2.

2. ALL EGRESS STAIRS TO PROVIDE 44" CLEAR WIDTH PER CBC 1011.2 WHICH EXCEEDS THE REQUIREMENTS OF CBC 1005.3.1
1 HR FIRE PARTITION
1 HR FIRE BARRIER
2 HR FIRE BARRIER

COMMON PATH OF EGRESS TRAVEL

EXIT DISCHARGE DOOR
AREA A
AREA B
AREA C
PER CBC TABLE 508.4, 1-HOUR MIN.

FIRE BARRIER PROVIDES

SEPARATED OCCUPANCIES
BETWEEN R2.1 AND B OCCUPANCIES
PER CBC TABLE 508.4, 1-HOUR MIN.

FIRE BARRIER PROVIDES

SEPARATED OCCUPANCIES
BETWEEN R2.1 AND B OCCUPANCIES

NON-SEPARATED OCCUPANCIES PER
CBC 508.3

NON-SEPARATED OCCUPANCIES PER
CBC 508.3
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:12:00 PM LEVEL 2 & 3 FIRE
& LIFE SAFETY

DIAGRAMS
G111
DPerrault IWallace
SCALE: 1/16" = 1'-0"
LEVEL 2 - LIFE SAFETY DIAGRAM
6 SCALE: 1/16" = 1'-0"
LEVEL 3 - LIFE SAFETY DIAGRAM 16
SCALE: 1" = 40'-0"
LEVEL 2 - SMOKE COMPARTMENTS DIAGRAM
8 SCALE: 1" = 40'-0"
LEVEL 3 - SMOKE COMPARTMENTS DIAGRAM 18
SCALE: 1" = 40'-0"
LEVEL 2 - OCCUPANT LOAD DIAGRAM
9 SCALE: 1" = 40'-0"
LEVEL 3 - OCCUPANT LOAD DIAGRAM 19
SCALE: 1" = 40'-0"
LEVEL 2 - OCCUPANCY CLASSIFICATION DIAGRAM
10 SEPARATED OCCUPANCIES - LEVEL 3

OCCUPANCY OCCUPANTS AREA
AREA A
B 3 272 SF
R2.1 52 8,775 SF
55 9,046 SF
AREA B
B 24 469 SF
24 469 SF
AREA C
B 60 1,404 SF
60 1,404 SF
GRAND TOTAL 139 10,920 SF
SEPARATED OCCUPANCIES - LEVEL 2

OCCUPANCY OCCUPANTS AREA
AREA A
B 3 272 SF
R2.1 52 8,775 SF
55 9,046 SF
AREA B
B 24 469 SF
24 469 SF
AREA C
B 52 1,404 SF
52 1,404 SF
GRAND TOTAL 131 10,920 SF
SMOKE COMPARTMENTS - LEVEL 2

OCCUPANCY OCCUPANTS AREA

SMOKE COMPARTMENT A
B 24 469 SF
R2.1 27 5,071 SF
51 5,540 SF

SMOKE COMPARTMENT B
B 55 1,676 SF
R2.1 25 3,704 SF
80 5,379 SF
GRAND TOTAL 131 10,920 SF
SMOKE COMPARTMENTS - LEVEL 3

OCCUPANCY OCCUPANTS AREA

SMOKE COMPARTMENT A
B 24 469 SF
R2.1 27 5,071 SF
51 5,540 SF

SMOKE COMPARTMENT B
B 63 1,676 SF
R2.1 25 3,704 SF
88 5,379 SF
GRAND TOTAL 139 10,920 SF
REFUGE AREA CALCULATIONS: PER CBC 420.6, BOTH SMOKE

COMPARTMENTS MUST ACCOMMODATE ALL OCCUPANTS IN THE
ADJACENT SMOKE COMPARTMENT.

SMOKE COMPARTMENT A REFUGE AREA: 91 OCCUPANTS
8 CARE RECIPIENTS X 15 SF / PERSON = 120 SF
83 OTHER OCCUPANTS X 6 SF / OCCPANT = 498 SF
120 SF + 498 sf = 618 SF REQUIRED < 675 SF PROVIDED
SMOKE COMPARTMENT B REFUGE AREA: 51 OCCUPANTS
13 CARE RECIPIENTS X 15 SF / PERSON = 195 SF
38 OTHER OCCUPANTS X 6 SF / OCCPANT = 228 SF
195 SF + 228 SF = 423 SF REQUIRED < 776 SF PROVIDED
SEPARATED OCCUPANCIES - LEVEL 3

OCCUPANCY OCCUPANTS AREA
AREA A
B 3 272 SF
R2.1 52 8,775 SF
55 9,046 SF
AREA B
B 24 469 SF
24 469 SF
AREA C
B 60 1,404 SF
60 1,404 SF
GRAND TOTAL 139 10,920 SF
REFUGE AREA CALCULATIONS: PER CBC 420.6, BOTH SMOKE

COMPARTMENTS MUST ACCOMMODATE ALL OCCUPANTS IN THE
ADJACENT SMOKE COMPARTMENT.

SMOKE COMPARTMENT A REFUGE AREA: 83 OCCUPANTS
8 CARE RECIPIENTS X 15 SF / PERSON = 120 SF
75 OTHER OCCUPANTS X 6 SF / OCCPANT = 450 SF
120 SF + 450 SF = 570 SF REQUIRED < 675 SF PROVIDED
SMOKE COMPARTMENT B REFUGE AREA: 51 OCCUPANTS
13 CARE RECIPIENTS X 15 SF / PERSON = 195 SF
38 OTHER OCCUPANTS X 6 SF / OCCPANT = 228 SF
195 SF + 228 SF = 423 SF REQUIRED < 776 SF PROVIDED
SEPARATED OCCUPANCIES - LEVEL 2

OCCUPANCY OCCUPANTS AREA
AREA A
B 3 272 SF
R2.1 52 8,775 SF
55 9,046 SF
AREA B
B 24 469 SF
24 469 SF
AREA C
B 52 1,404 SF
52 1,404 SF
GRAND TOTAL 131 10,920 SF
OCCUPANT LOAD CALCULATIONS - LEVEL 2

OCCUPANCY GROUP
PER CBC 302.1 OCC. LOAD FACTOR PER 1004.5 AREA OCCUPANTS B BUSINESS - 150 GROSS 129 SF 1
R2.1 RESIDENTIAL - 200 GROSS 4,833 SF 25
B ASSEMBLY (CIRCULATION) - 0 NET 121 SF
B ASSEMBLY (UNCONCENTRATED) - 15 NET 102 SF 7
B ASSEMBLY (CIRCULATION) - 0 NET 270 SF
R2.1 ASSEMBLY (UNCONCENTRATED) - 15 NET 85 SF 6
B ASSEMBLY (UNCONCENTRATED) - 15 NET 274 SF 19
B ASSEMBLY (CIRCULATION) - 0 NET 131 SF
B ASSEMBLY (UNCONCENTRATED) - 15 NET 207 SF 14
B ASSEMBLY (UNCONCENTRATED) - 15 NET 122 SF 9
B BUSINESS - 150 GROSS 169 SF 2
R2.1 RESIDENTIAL - 200 GROSS 255 SF 2
R2.1 RESIDENTIAL - 200 GROSS 238 SF 2
B ASSEMBLY (UNCONCENTRATED) - 15 NET 348 SF 24
R2.1 RESIDENTIAL - 200 GROSS 3,363 SF 17
B BUSINESS - 150 GROSS 91 SF 1
B BUSINESS - 150 GROSS 181 SF 2
GRAND TOTAL 10,920 SF 131
OCCUPANT LOAD CALCULATIONS - LEVEL 3

OCCUPANCY GROUP
PER CBC 302.1 OCC. LOAD FACTOR PER CBC 1004.5 AREA OCCUPANTS B ASSEMBLY (UNCONCENTRATED) - 15 NET 129 SF 9
R2.1 RESIDENTIAL - 200 GROSS 4,833 SF 25
B ASSEMBLY (CIRCULATION) - 0 NET 121 SF
B ASSEMBLY (UNCONCENTRATED) - 15 NET 102 SF 7
B ASSEMBLY (CIRCULATION) - 0 NET 270 SF
R2.1 ASSEMBLY (UNCONCENTRATED) - 15 NET 85 SF 6
B ASSEMBLY (UNCONCENTRATED) - 15 NET 274 SF 19
B ASSEMBLY (CIRCULATION) - 0 NET 131 SF
B ASSEMBLY (UNCONCENTRATED) - 15 NET 207 SF 14
B ASSEMBLY (UNCONCENTRATED) - 15 NET 122 SF 9
B BUSINESS - 150 GROSS 169 SF 2
R2.1 RESIDENTIAL - 200 GROSS 255 SF 2
R2.1 RESIDENTIAL - 200 GROSS 238 SF 2
B ASSEMBLY (UNCONCENTRATED) - 15 NET 348 SF 24
R2.1 RESIDENTIAL - 200 GROSS 3,363 SF 17
B BUSINESS - 150 GROSS 91 SF 1
B BUSINESS - 150 GROSS 181 SF 2
GRAND TOTAL 10,920 SF 139
SCALE: 1" = 40'-0"
LEVEL 3 - OCCUPANCY CLASSIFICATION DIAGRAM 20
NOTE: ALL SPACES USED FOR

ASSEMBLY PURPOSES HAVE

AN OCCUPANT LOAD OF LESS
THAN 50 PERSONS AND ARE

CONSIDERED GROUP B

OCCUPANCIES PER CBC
SECTION 303.1.2.1.
8 8
NOTE: ALL SPACES USED FOR

ASSEMBLY PURPOSES HAVE

AN OCCUPANT LOAD OF LESS
THAN 50 PERSONS AND ARE

CONSIDERED GROUP B

OCCUPANCIES PER CBC
SECTION 303.1.2.1.
8 Document Release
No. Description Date
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
644
F
F
F
F
T ectoni Cp yright 207
10' - 0"

GUARD IS NOT REQUIRED WITH
STAIR ACCESS GREATER THAN 10'

FROM EDGE OF ROOF PER CBC
1011.13.

GUARD IS NOT REQUIRED WITH
STAIR ACCESS GREATER THAN 10'

FROM EDGE OF ROOF PER CBC
1011.13.

ACCESS TO UNOCCUPIED ROOF VIA

FULL STAIR WITH ACCESS HATCH
PER CBC 1011.12 & AMM

ACCESS TO UNOCCUPIED ROOF VIA

SHIPS LADDER WITH HATCH PER
CBC 1011.12
41' - 10"
5' - 0"
EL. 110.0

ROOF PARAPET BLOCKS VIEW OF

ROOF TOP EQIPMENT,

THEREFORE MECHANICAL

SCREEN NOTE REQUIRED
EL. 50.0
168' - 0"

NORTH PROPERTY LINE SOUTH PROPERTY LINE

GRADE AT PROPERTY LINE
5' - 0"

GRADE AT PROPERTY LINE

ROOF PARAPET BLOCKS VIEW OF

ROOF TOP EQIPMENT,

THEREFORE MECHANICAL

SCREEN NOTE REQUIRED
ROOFTOP UNIT PER MECH.

EL. 100.0

ROOF PARAPET BLOCKS VIEW OF

ROOF TOP EQIPMENT,

THEREFORE MECHANICAL

SCREEN NOTE REQUIRED

EAST PROPERTY LINE

GRADE AT PROPERTY LINE
64' - 0"
EL. 103.0
171' - 0"

ROOF PARAPET BLOCKS VIEW OF

ROOF TOP EQIPMENT,

THEREFORE MECHANICAL

SCREEN NOTE REQUIRED

WEST PROPERTY LINE

GRADE AT PROPERTY LINE
ROOFTOP UNIT PER MECH.

GARAGE
PERIMETER: 356'
PER CBC TABLE 508.4, 1-HR FIRE

BARRIER PROVIDES SEPARATED
OCCUPANCIES BETWEEN B, S-1, S-2
AND U OCCUPANCIES.
10' - 0"
10' - 0"
10' - 0"
10' - 0"

FIRE RATING NOT REQUIRED AT

OPEN PARKING GARAGE PER CBC
TABLE 705.5 KEYNOTE C
20' - 0" 21' - 6" 24' - 3" 24' - 9" 24' - 6"
29' - 11"
PER CBC 406.5.2, MIN. 40% OF GARAGE PERIMETER MUST
BE OPEN ON MIN. 2 SIDES
TOTAL PERIMETER WALLS: 356'
OPEN PERIMETER WALLS:
29'-11" + 20'-0" + 21'-6" + 24'-3" + 24'-9" + 24'-6" = 144'-11" PERCENT OF OPEN WALLS:
144'-11" / 356'-0" = 0.407 = 40.7%

40.7% > 40.0% REQUIRED TO BE CONSIDERED OPEN

PARKING GARAGE
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
ROOF
130' - 0"

LEVEL LL
86' - 9"
PER CBC TABLE 508.4, 1-HR

HORIZONTAL FIRE BARRIER

PROVIDES SEPARATED
OCCUPANCIES BETWEEN R-2.1 AND
S-1, S-2, AND B OCCUPANCIES
BELOW. 2-HR RATING PROVIDED PER
1B CONSTRUCTION.

PER CBC TABLE 508.4, 1-HR FIRE

BARRIER PROVIDES SEPARATED
OCCUPANCIES BETWEEN B, S-1, S-2
AND U OCCUPANCIES.
142 SF 206 SF 201 SF 179 SF 166 SF 14 SF
NORTH: 1,413 SF TOTAL AREA
SOUTH: 1,413 SF TOTAL AREA
10' - 0"
10' - 0"

FIRE RATING NOT REQUIRED AT

OPEN PARKING GARAGE PER CBC
TABLE 705.5 KEYNOTE C

EXISTING PARKING GARAGE IS
100% OPEN ON 2 SIDES, WHICH

EXCEEDS THE MINIMUM
REQUIREMENTS OF CBC 406.5.2.

LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
ROOF
130' - 0"

LEVEL LL
86' - 9"

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"
EAST: 535 SF TOTAL AREA
WEST: 535 SF TOTAL AREA
248 SF10 SF
PER CBC 406.5.2, MIN. 20% OF GARAGE PERIMETER AREA MUST BE OPEN AREA TOTAL AREA:
1,413 +1,413 + 535 + 535 = 3,896 TOTAL PERIMETER AREA
142+206+201+179+166+14=908 SF OPEN AREA NORTH
10+248 = 258 SF OPEN AREA WEST
908+258 = 1,166 TOTAL OPEN AREA
1,166 / F / 3,896 SF = 0.299 = 29.9% > 20% REQUIRED
PLANTER PONDING HT.
85' - 0"
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:12:22 PM

ROOF, CANOPY,

AND OPEN
GARAGE

DIAGRAMS
G112
DPerrault IWallace
SCALE: 1/16" = 1'-0"
ROOF - LIFE SAFETY DIAGRAM 6
SCALE: 1/16" = 1'-0"
MECHANICAL SCREEN DIAGRAM 1
3 SCALE: 1/16" = 1'-0"
MECHANICAL SCREEN DIAGRAM 2
5 SCALE: 1/16" = 1'-0"
OPEN GARAGE PERIMETER CALCULATION - LEVEL 1 9
SCALE: 1/16" = 1'-0"
OPEN GARAGE AREA CALCULATION - NORTH ELEVATION 8
SCALE: 1/16" = 1'-0"
OPEN GARAGE CALCULATION - LOWER LEVEL 10
SCALE: 1/16" = 1'-0"

OPEN GARAGE AREA CALCULATION - WEST ELEVATION
7 8
Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
645
10' - 0"
4' - 9 1/2"
3' - 0"
3' - 0"
3' - 0"
11' - 2"
17' - 10"
11' - 7"
5' - 4"
5' - 9"
15' - 6"
19' - 11"
14' - 0"
16' - 9"
16' - 11"
10' - 0"
+ 30' - 0"

EXISTING OPEN PARKING GARAGE

TYPE IB CONSTRUCTION

DASHED LINE INDICATES
EXTENT OF EXISTING 3

STORY, TYPE VA
CONSTRUCTION, R2.1

OCCUPANCY BUILDING
BELOW
2 8
G113
1A
1A
A3
A6
1C
A5
1B
1D
1E
A2
A1
A4
3 G113
20 SF EXISTING DOOR
170 SF EXTERIOR WALL

11.7% UNPROTECTED OPENING PROVIDED
15% UNPROTECTED ALLOWED @ 3 - 5 FT
14 SF EXISTING WINDOW
61 SF EXTERIOR WALL
22% UNPROTECTED OPENING
25% UNPROTECTED ALLOWED @ 5-10 FT
14 SF EXISTING WINDOW
61 SF EXTERIOR WALL
22% UNPROTECTED OPENING
25% UNPROTECTED ALLOWED @ 5-10 FT
40 SF EXISTING WINDOW
105 SF EXTERIOR WALL
38% UNPROTECTED OPENING
45% UNPROTECTED ALLOWED @ 10-15 FT
40 SF EXISTING WINDOW
100 SF EXTERIOR WALL
40% UNPROTECTED OPENING
45% UNPROTECTED ALLOWED @ 10-15 FT
30' OR GREATER FIRE

SEPARATION DISTANCE FOR

REMAINING OPENINGS
NEW UNRATED DOOR IN 1-

HOUR RATED WALL
1 2 3
4 5
6 29 SF EXISTING WINDOW
94 SF EXTERIOR WALL

30.8% UNPROTECTED OPENING
45% UNPROTECTED ALLOWED @ 10-15 FT
10 SF EXISTING WINDOW
54 SF EXTERIOR WALL

18.5% UNPROTECTED OPENING
45% UNPROTECTED ALLOWED @ 10-15 FT
10 SF EXISTING WINDOW
49 SF EXTERIOR WALL

20.4% UNPROTECTED OPENING
45% UNPROTECTED ALLOWED @ 10-15 FT

EXISTING DOOR

REMOVED IN NEW WORK
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
ROOF
130' - 0"

LEVEL LL
86' - 9"
LEVEL 5
111' - 0"
ROOF
132' - 6"
LEVEL 4
100' - 0"

AL ROOF LEVEL
95' - 1 1/2"
AL LEVEL 2
87' - 0 3/4"
81 SF WINDOW AREA
238 SF EXTERIOR WALL AREA

35.2% UNPROTECTED OPENING
45% ALLOWED OPENING
101 SF WINDOW AREA
249 SF EXTERIOR WALL AREA

40.5% UNPROTECTED OPENING
45% ALLOWED OPENING
101 SF WINDOW AREA
246 SF EXTERIOR WALL AREA
41% UNPROTECTED OPENING
45% ALLOWED OPENING
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
ROOF
130' - 0"
LEVEL 5
111' - 0"
ROOF
132' - 6"
LEVEL 4
100' - 0"
39 SF OPEN AREA
284 SF EXTERIOR WALL AREA

13.7% UNPROTECTED OPENING
75% ALLOWED OPENING
39 SF OPEN AREA
278 SF EXTERIOR WALL AREA

14.0% UNPROTECTED OPENING
75% ALLOWED OPENING
92 SF OPEN AREA
242 SF EXTERIOR WALL AREA

38.0% UNPROTECTED OPENING
75% ALLOWED OPENING
105 SF OPEN AREA
252 SF EXTERIOR WALL AREA

41.6% UNPROTECTED OPENING
75% ALLOWED OPENING
26 SF OPEN AREA
104 SF EXTERIOR WALL AREA

25.0% UNPROTECTED OPENING
25% ALLOWED OPENING
16 SF OPEN AREA
99 SF EXTERIOR WALL AREA

16.1% UNPROTECTED OPENING
45% ALLOWED OPENING
16 SF OPEN AREA
102 SF EXTERIOR WALL AREA

15.6% PROTECTED OPENING
45% ALLOWED OPENING
22 SF OPEN AREA
107 SF EXTERIOR WALL AREA

20.5% UNPROTECTED OPENING
25% ALLOWED OPENING
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
ROOF
130' - 0"
LEVEL 5
111' - 0"
ROOF
132' - 6"
LEVEL 4
100' - 0"
25 SF OPEN AREA
117 SF EXTERIOR WALL AREA

21.3% UNPROTECTED OPENING
25% ALLOWED OPENING
27 SF OPEN AREA
111 SF EXTERIOR WALL AREA

24.3% UNPROTECTED OPENING
25% ALLOWED OPENING
43 SF OPEN AREA
108 SF EXTERIOR WALL AREA

39.8% UNPROTECTED OPENING
75% ALLOWED OPENING
36 SF OPEN AREA
115 SF EXTERIOR WALL AREA

31.3% UNPROTECTED OPENING
75% ALLOWED OPENING

EXISTING OPEN PARKING GARAGE

TYPE IB CONSTRUCTION
10' - 0"
4' - 9 1/2"
3' - 0"
3' - 0"
3' - 0"

EXISTING IMAGINARY
PROPERTY LINE (1998)

PROPOSED IMAGINARY

PROPERTY LINE
5' - 7"
4' - 3"
6' - 7"
9' - 4"
CBC 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR

BUILDING ELEMENTS

TYPE IB CONSTRUCTION
2 HR RATING FOR PRIMARY STRUCTURE
2 HR EXTERIOR AND INTERIOR BEARING WALLS
2 HR FLOOR CONSTRUCTION
1 HR ROOF CONSTRUCTION
CBC 705.5 - FIRE-RESISTANCE RATING REQUIREMENTS FOR

EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
OCCUPANCY TYPE R2.1
DISTANCE LESS THAN 5' = 1 HR RATING
DISTANCE FROM 5 - 10' = 1 HR RATING
DISTANCE FROM 10 - 30' = 1 HR RATING

EXISTING IMAGINARY

PROPERTY LINE

TO BE ABANDONED -
CBC 705.8 ITEM G

EXISTING IMAGINARY
PROPERTY LINE (1998)

PROPOSED IMAGINARY

PROPERTY LINE

EXISTING IMAGINARY

PROPERTY LINE

TO BE ABANDONED -
CBC 705.8 ITEM G

DASHED LINE INDICATES
EXTENT OF EXISTING 3

STORY, TYPE VA
CONSTRUCTION, R2.1

OCCUPANCY BUILDING
BELOW
2 8
G113
1A
A3
A6
1C
A5
1B
1D
1E
A2
A1
A4
3 G113
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"

LEVEL LL
86' - 9"
1E 1D 1C 1B 1A
G
2 113
1 2
3 NEW 1-HOUR RATED

EXTERIOR WALL
EXISTING 1-HOUR

RATED EXTERIOR
WALLS, TYP.

NO EXISTING

OPENINGS IN

THIS WALL
1A
A3
A6
1C
A5
1B
1D
1E
A2 A1
A4
3 G113
3 STORY, TYPE VA
CONSTRUCTION, R2.1

OCCUPANCY BUILDING
G
2 113
4 5
6 NEW 1-HOUR RATED
5 EXTERIOR WALL ' - 8"
EXISTING 1-HOUR

RATED EXTERIOR
WALLS, TYP.

NO EXISTING

OPENINGS IN

THIS WALL
11' - 2"
1A
A3
A6
1C
A5
1B
1D
1E
A2 A1
A4
3 G113
3 STORY, TYPE VA
CONSTRUCTION, R2.1

OCCUPANCY BUILDING
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
AL LEVEL 00 - BASEMENT
67' - 0"
AL LEVEL 01
78' - 0"

LEVEL LL
86' - 9"
A2 A3 A4 A5 A6
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:13:30 PM

PROXIMITY TO

PROPERTY LINE

ALLOWABLE

OPENING

DIAGRAMS
G113
DPerrault IWallace
SCALE: 1/16" = 1'-0"
OPENING AREA CALCULATION - CBC 705.8
1 SCALE: 1/8" = 1'-0"
NORTH ELEVATION CBC 705.8
4 SCALE: 1/8" = 1'-0"
EAST ELEVATION CBC 705.8 5
SCALE: 1/8" = 1'-0"
BALCONY NORTH ELEVATION CBC 705.8
6 SCALE: 1/16" = 1'-0"
IMAGINARY PROPERTY LINE - CBC 705.5
7 SCALE: 1/8" = 1'-0"
EXISTING AL BUILDING SOUTH WEST ELEVATION 2
8 SCALE: 1/16" = 1'-0"
IMAGINARY PROP. LINE - AL LEVEL 2 (MC LEVEL LL) 8
SCALE: 1/16" = 1'-0"
IMAGINARY PROP. LINE - AL LEVEL 1 (BELOW MC LEVEL LL)
9 SCALE: 1/8" = 1'-0"
EXISTING AL BUILDING SOUTH EAST ELEVATION 3
Document Release
No. Description Date
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
646
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:13:32 PM

CAL GREEN
CODE

CHECKLIST -

NON-RESIDENTIAL
G200
DPerrault IWallace
Document Release
No. Description Date
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
647
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:13:33 PM

GREEN BUILDING
CODE -

NON-RESIDENTIAL
G201
DPerrault IWallace
Document Release
No. Description Date
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
648
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:13:35 PM

GREEN BUILDING
CODE -

NON-RESIDENTIAL
G202
DPerrault IWallace
Document Release
No. Description Date
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
649
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:13:36 PM

GREEN BUILDING
CODE -

NON-RESIDENTIAL
G203
DPerrault IWallace
Document Release
No. Description Date
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
650
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:13:37 PM

GREEN BUILDING
CODE -

RESIDENTIAL
G204
DPerrault IWallace
Document Release
No. Description Date
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
651
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:13:39 PM

GREEN BUILDING
CODE -

RESIDENTIAL
G205
DPerrault IWallace
Document Release
No. Description Date
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
652
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:13:40 PM

NON-RESIDENTIAL

BUILDING

COMMISSIONING
G206
DPerrault IWallace
8 Document Release
No. Description Date
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
653

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.

2. CONTRACTOR TO PROVIDE SHORING AS NECESSARY TO FACILITATE DEMOLITION OF EXISTING CONSTRUCTION.

3. CONTRACT RESPONSIBLE FOR REPAIR OF ALL DAMAGES TO ADJACENT WORK NIC. DAMAGED AREAS TO BE RESTORED TO ORIGINAL CONDITION.

4. CONTRACTOR TO VERIFY WITH OWNER PRIOR TO REMOVAL OR DISPOSAL

OF ALL FURNISHINGS, HARDWARE, MILLWORK, LIGHTING FIXTURES, PLUMBING FIXTURES, INTERIOR ELEMENTS, ETC.

5. CONTRACTOR TO CLEAN, REPAIR AND PREPARE ALL EXISTING

CONSTRUCTION AS REQUIRED TO PROVIDE SUITABLE CONDITIONS

RELATIVE TO ALL MANUFACTURER SPECIFICATIONS FOR INSTALLATION OF NEW FINISHES.

6. CONTRACTOR TO TEST AND VERIFY THAT ALL MOISTURE CONDITIONS OF

EXISTING AND NEW SUBSTRATES MEET MANUFACTURER TOLERANCES

AND SPECIFICATION REQUIREMENTS PRIOR TO INSTALLATION OF NEW FINISHES.

7. CONTRACTOR TO PATCH, REPAIR AND LEVEL ALL EXISTING FLOOR

SURFACES AS REQUIRED FOR INSTALLATION OF NEW FLOOR FINISHES AND ASSEMBLIES.

8. CONTRACTOR TO REPAIR ANY AREA OF EXISTING FIRE-PROOFING

DISTURBED BY CONSTRUCTION TO MAINTAIN EXISTING LEVEL OF PROTECTION.

DEMO PLAN GENERAL NOTES

DASHED LINE INDICATES EXTENT

OF PROPOSED NEW BUILDING DEMO EXISITNG AL

ELEVATOR & BRIDGE

DEMO EXISITNG STAIRS

DEMO EXISITNG BUILDING, FIN

WALLS & ADJACENT PATIO

DEMO EXISITNG DECK

EXISITNG RETAINING

WALLS TO REMAIN

DEMO EXISITNG PATH
4' OF EXISTING PATIO TO
REMAIN

DEMO EXISITNG

GENERATOR

DEMO EXISTING

SWITCHGEAR

DEMO EXISTING

TRANSFORMER

DEMO PORTION OF

EXISITNG PATIO

DEMO EXISTNG ASPHALT ON SITE

DEMO OUTER RING OF EXISTING

PAVING, PROTECT INNER RING

OF EXISTING PAVING

DEMO EXISTING

CORRIDOR
NOTE: SEE ELECTRICAL FOR

TEMPORARY POWER REQUIREMENTS

EXISTING

RETAINING WALL

TO REMAIN

EXISTING

RETAINING WALL

TO REMAIN

EXISTING RETAINING

WALLS TO REMAIN

DEMO PART OF

RETAINING WALL

EXISTING

GUARDRAIL TO
REMAIN

DEMO EXISTING

GUARDRAIL EAST

OF THIS POINT

PLANTER AND TREE TO
REMAIN

DEMO EXISTING PLANTER

PORTION OF EXISTING RETAINING WALL TO BE DEMOLISHED EXISTING SITE

STAIRS TO

REMAIN ADD FRAMING

AND ROOFING TO

PATCH ROOF

EXISTING PARKING STRUCTURE, GUARDRAIL,

BOLLARDS & COLUMNS TO REMAIN
2 AD100

EXISTING UPPER LEVEL PARKING

STRIPING TO BE REMOVED

EXISTING SETBACK
11' - 6"

EXISTING SETBACK
19' - 6"

EXISTING SETBACK
5' - 11"

EXISITNG PATIO TO
REMAIN

EXISTING PILLARS AND

GUARDRAIL TO BE REMOVED

EXISTING RETAINING WALL

TO REMAIN

EXISTING STAIR

TO REMAIN

EXISTING SIDEWALK TO BE

REMOVED

EXISTING SIDEWALK TO

REMAIN AS PART OF

ENLARGED DRIVE AISLE

PILLARS, GUARDRAIL,

RETAIONING WALL AND

SIDEWALK TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

DEMO EXISTING

PARKING STRIPING

EXTENT OF

SAW CUT

EXISTING CATCH BASIN TO BE

REMOVED AND REPLACED
4' - 0"
A3
A3
1C
1C
1D
1D
1E
1E
A2
A2
A1
A1

EXISTING SWITCHGEAR TO

BE REPLACED

DASHED LINE INDICATES

EDGE PARKING STRUCTURE

ABOVE TO REMAIN

EXISTING PARKING TO

REMAIN, RESTRIPE TO BE
16' LONG COMPACT STALLS
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:08:26 PM

DEMOLITION
PLAN
AD100
DPerrault IWallace
SCALE: 1/8" = 1'-0"
DEMO PLAN 1
SCALE: 1/8" = 1'-0"
DEMO PLAN - PARTIAL LOWER LEVEL 2
Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
654
D D
E E
6 6 7
7 8
8 A
5 D200
4 AD200
D4
D2
D8
D2
D9
D2
D5
D5
D2
D7 D7
D8
D11
4 G113
D D
E E
6 6 7
7 8
8 A
5 D200
4 AD200
D4
D12 D12
D9
D9
4 G113
5 G113
6 G113
D
E
6 6 7
7 8
8 A
5 D200
D2
D2
D4
D3
D3
D5
D5
D6
D2
D8
D10
D5
2 1/2"
5' - 4"
3' - 1 1/2"

NEW SITE STAIRS FOR
REFERENCE - SEE A 342

SAW CUT AND DEMOLISHED

PORTION OF EXISTING

RETAINING WALL

EXISTING RETAINING WALL TO

REMAIN TO SUPPORT STAIR

EXISTING RETAINING WALL TO

REMAIN TO SUPPORT SITE
SLAB ON GRADE - SEE A 342

SAW CUT AND DEMOLISHED

PORTION OF EXISTING RETAINING

WALL AND ASSOCIATED STRUCTURE
92' - 1"

1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.

2. CONTRACTOR TO PROVIDE SHORING AS NECESSARY TO FACILITATE DEMOLITION OF EXISTING CONSTRUCTION.

3. CONTRACT RESPONSIBLE FOR REPAIR OF ALL DAMAGES TO ADJACENT WORK NIC. DAMAGED AREAS TO BE RESTORED TO ORIGINAL CONDITION.

4. CONTRACTOR TO VERIFY WITH OWNER PRIOR TO REMOVAL OR DISPOSAL

OF ALL FURNISHINGS, HARDWARE, MILLWORK, LIGHTING FIXTURES, PLUMBING FIXTURES, INTERIOR ELEMENTS, ETC.

5. CONTRACTOR TO CLEAN, REPAIR AND PREPARE ALL EXISTING

CONSTRUCTION AS REQUIRED TO PROVIDE SUITABLE CONDITIONS

RELATIVE TO ALL MANUFACTURER SPECIFICATIONS FOR INSTALLATION OF NEW FINISHES.

6. CONTRACTOR TO TEST AND VERIFY THAT ALL MOISTURE CONDITIONS OF

EXISTING AND NEW SUBSTRATES MEET MANUFACTURER TOLERANCES

AND SPECIFICATION REQUIREMENTS PRIOR TO INSTALLATION OF NEW FINISHES.

7. CONTRACTOR TO PATCH, REPAIR AND LEVEL ALL EXISTING FLOOR

SURFACES AS REQUIRED FOR INSTALLATION OF NEW FLOOR FINISHES AND ASSEMBLIES.

8. CONTRACTOR TO REPAIR ANY AREA OF EXISTING FIRE-PROOFING

DISTURBED BY CONSTRUCTION TO MAINTAIN EXISTING LEVEL OF PROTECTION.

DEMO PLAN GENERAL NOTES
LEVEL 1
97' - 0"

LEVEL LL
86' - 9"

NEW SITE STAIRS FOR
REFERENCE - SEE A 342

REMOVE EXISTING SLAB

ON GRADE
3' - 3 1/2"
2' - 1 3/4"
3' - 5 1/2"
PLANTER PONDING HT.
85' - 0"

BOTTOM OF PIPE
BOTTOM OF SLAB 82' - 6"
82' - 0"
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:08:31 PM

COVERED

WALKWAY DEMO

PLANS &

SECTION
AD200
DPerrault IWallace
SCALE: 1/4" = 1'-0"

LEVEL LL - ENLARGED COVERED WALKWAY DEMO
1 SCALE: 1/4" = 1'-0"
LEVEL 1 - ENLARGED COVERED WALKWAY ROOF DEMO
2 SCALE: 1/4" = 1'-0"
LEVEL AL 01 - ENLARGED COVERED WALKWAY DEMO
3 SCALE: 1/4" = 1'-0"
RETAINING WALL DEMOLITION 5

DEMO PLAN KEYNOTES
Key
Value Keynote Text
D2 REMOVE EXISTING BUILDING CORRIDOR WALLS AND ASSOCIATED FOUNDATION. COORDINATE WITH STRUCTURAL.

D3 REMOVE EXISTING DOORS, FRAMES AND ASSOCIATED HARDWARE.

D4 REMOVE EXISTING ELEVATOR SHAFT. COORDINATE WITH
STRUCTURAL.

D5 PATCH AND REPAIR ADJACENT EXISTING WALLS WHERE
NECESSARY. MATCH EXISTING FINISH AND WEATHER-TIGHT
ENCLOSURE.

D6 EXISTING RETAINING WALL TO REMAIN AT LOWEST ELEVATION. SEE ELEVATIONS FOR ANY WALL REMOVAL AT HIGHER ELEVATIONS.

D7 REMOVE EXISTING WOOD-FRAMED FLOOR STRUCTURE.

D8 REMOVE EXISTING RETAINING WALL AND FOUNDATIONS IN
ENTIRETY. COORDINATE WITH STRUCTURAL.

D9 SAW CUT EXISTING RETAINING WALL AND REMOVE. SEE
ELEVATIONS FOR SAW CUT LOCATIONS.

D10 EXISTING WALL FRAMING TO REMAIN. ADD EXTERIOR FINISH AND WEATHER-TIGHT ENCLOSURE TO MATCH EXISTING BUILDING.

MATCH EXISTING BUILDING INTERIOR FINISH IF DAMAGED DURING DEMOLITION.

D11 NEWEXISTING FLOOR FRAMING AND FINISH TO REMAIN.

D12 REMOVE EXISTING ROOFING AND ROOF ACCESSORIES. INFILL EXISTING ROOF WHERE HALLWAY ROOF CONNECTION IS REMOVED.

MATCH EXISTING BUILDING ROOFING AND WEATHER-TIGHT
ENCLOSURE.

SCALE: 1/4" = 1'-0"
RETAINING WALL DEMOLITION 2 4
Document Release
No. Description Date
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
655
656
657
VAN
NO
PARKING R Know what's below. Callbefore you dig. UTILITY STATEMENT LOCATION OF EXISTING UNDERGROUND UTILITIES HAVE BEEN TAKEN FROM DRAWINGS AND FIELD LOCATES SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES. UTILITY LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE ONLY. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EACH UTILITY. THE EXISTING INFORMATION SHOWN ON THESE PLANS IS PER THE SURVEY COMPLETED BY: DATED: ___________. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND CONTACT THE ENGINEER IF DISCREPANCIES ARE NOTED. LUK AND ASSOCIATES 738 ALFRED NOBEL DRIVE HERCULES, CA 94547 (510) 724-3388 11/23/2022 50 25 50 100 SCALE: FEET 0 1 INCH = 50 BENCHMARK BELMONT CONTROL SHEET POINT 404, BEING SET LEAD AND TACK IN NORTHERLY SIDEWALK OF MIDDLE ROAD AT HAINLINE DRIVE AND 6 FEET DOWNHILL FROM A POWER POLE. ELEVATION = 210.91, CITY OF BELMONT DATUM. ESTIMATED EARTHWORK QUANTITIES CUBIC YARDS TOTAL CUBIC YARDS CUT 1570 CY FILL 280 CY NET (EXPORT/IMPORT) 1290 CY EXPORT NOTE: GRADING QUANTITIES REPRESENT BANK YARDAGE. IT DOES NOT INCLUDE ANY SWELLING OR SHRINKAGE FACTORS AND IS INTENDED TO REPRESENT IN-SITU CONDITIONS, QUANTITIES DO NOT INCLUDE OVER-EXCAVATION, TRENCHING, STRUCTURAL FOUNDATIONS, OR PIERS, OR POOL EXCAVATION (IF ANY). NOTE ADDITIONAL EARTHWORKS SUCH AS KEYWAYS OR BENCHING MAY BE REQUIRED BY THE GEOTECHNICAL ENGINEER IN THE FIELD AT TIME OF CONSTRUCTION. CONTRACTOR TO VERIFY QUANTITIES. www.coffman.com ph 510.251.9578 1939 Harrison Street, Suite 320 Oakland, CA 94612 No. 68283 C I V I L STAT E OF CA L I FORN I A REG I STERED PROFESS IONA L ENG I NEERRAYMOND L . BARRO ABBREVIATIONS AB AGGREGATE BASE AC ASPHALT CONCRETE AD AREA DRAIN BC BEGINNING OF CURVE B & D BEARING & DISTANCE BM BENCHMARK BW/FG BOTTOM OF WALL/FINISH GRADE CB CATCH BASIN ℄ CENTER LINE CPP CORRUGATED PLASTIC PIPE CO CLEANOUT CY CUBIC YARD DI DROP INLET EA EACH EC END OF CURVE EG EXISTING GRADE EL ELEVATIONS EP EDGE OF PAVEMENT (E) EXISTING FC FACE OF CURB FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FS FINISHED SURFACE G GAS GB GRADE BREAK HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT INV INVERT ELEVATION JB JUNCTION BOX JT JOINT TRENCH L LENGTH LF LINEAR FEET MAX MAXIMUM MH MANHOLE MIN MINIMUM (N) NEW NTS NOT TO SCALE O.C. ON CENTER PIV POST INDICATOR VALVE ⅊ PROPERTY LINE PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RIM RIM ELEVATION ROW RIGHT OF WAY S SLOPE SD STORM DRAIN SPEC SPECIFICATION SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT STD STANDARD T TELEPHONE TC TOP OF CURB TP TOP OF PAVEMENT TW/FG TOP OF WALL/FINISH GRADE TYP TYPICAL GWSS PROPOSED DESCRIPTION LEGEND 200 SD CBXX.XX MH EXISTING 200 CBXX.XX MH GWSSSD BOUNDARY / PROPERTY LINE RETAINING WALL LANDSCAPE RETAINING WALL SUBDRAIN LINE STORM DRAIN LINE SANITARY SEWER LINE WATER LINE GAS LINE SETBACK LINE CONCRETE VALLEY GUTTER CATCH BASIN MANHOLE FIRE HYDRANT SIGN SPOT ELEVATION SLOPE BENCHMARK CONTOURS X.X% X.X% SHEET INDEX C1.0 COVER SHEET C2.0 DEMOLITION PLAN C3.0 CIVIL SITE & GRADING PLAN C3.1 DRIVEWAY PROFILE C4.0 UTILITY PLAN C5.0 STORMWATER TREATMENT PLAN C6.0 EROSION & SEDIMENT CONTROL PLAN C6.1 EROSION & SEDIMENT CONTROL DETAILS C7.0 SPECIFICATIONS/GENERAL NOTES C8.0 STANDARD DETAILS C9.0 CONSTRUCTION BEST MANAGEMENT PRACTICES DISCREPANCIES IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWING AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, ELEVATIONS AND LOCATIONS FOR SITE WORK PER THE PLANS AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED. SITE INFORMATION 1041 HILL STREET BELMONT, CA 94002 REFERENCES SITE PLAN PROVIDED BY: ERDMAN ONE ERDMAN PLACE MADISON, WI 53797 (866) 855-1001 SURVEY DATED NOVEMBER 23, 2022 BY: LUK AND ASSOCIATES 738 ALFRED NOBEL DRIVE HERCULES, CA 94547 (510) 724-3388 CIVIL SITE IMPROVEMENTS 1041 HILL STREET BELMONT, CA 94002 NOTE: CONTRACTOR TO VERIFY ELEVATION AND LOCATIONS OF EXISTING UTILITIES AS FIRST ORDER OF BUSINESS PRIOR TO ANY CONSTRUCTION. DISTURBED AREA TOTAL DISTURBED AREA = 18,000 SF. (N) BUILDING 6TH AVENUE HILL STREET(E) BUILDING SITE PLAN SCALE: 1"=50' 1C1.0 BASIS OF BEARINGS THE BASIS OF BEARINGS OF THIS SURVEY IS BASED ON THE IMPROVEMENTS ALONG HILL STREET AS SHOWN ON THAT CERTAIN MAP ENTITLED "SUBDIVISION OF LOT NO 6 OF THE MEZES RANCH, BELMONT" FILED MARCH 30, 1894 IN VOLUME 2 OF MAPS, AT PAGE 64, IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY, STATE OF CALIFORNIA. TAKEN AS SOUTH 42°33'30" WEST PER THAT CERTAIN GRANT DEED, RECORDED JULY 3, 2017 AS DOCUMENT NUMBER 2017-056398, OFFICIAL RECORDS OF SAN MATEO COUNTY, STATE OF CALIFORNIA. FEMA FLOOD ZONE NOTE THE PROPOSED PROJECT FALLS IN ZONE X - AREAS OF MINIMAL FLOOD HAZARD PER FEMA FLOOD INSURANCE RATE MAP NUMBER 06081C0169G, DATED 04/05/2019. © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt 3/21/2024 10:31:59 AM J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023 5 ZONING RESUBMITTAL 06-28-2023 6 FOR PERMIT 07-28-2023 7 PERMIT / ZONING RESUBMITTAL 11-27-2023 8 FOR BID 12-06-2023 9 PERMIT / ZONING RESUBMITTAL 03-21-2024 COVER SHEET C1.0 CEI # 222902 658
LOT 6
LOT 7
LOT 8
13 M 39
6069 O.R. 77
6485 O.R. 519 CITY OF BELMONT

CITY OF BELMONT

HILL STREET
6TH AVENUE APPROXIMATE LIMIT OF WORK APPROXIMATE LIMIT OF WORK D1 APPROXIMATE LIMIT OF WORK D4 D5 D4 D4 D2 D2 D2 D4 D6 D7 D4 D4 D4 D4 D4 D4 D4 D8 D8 D8 EXISTING ELECTRICAL EQUIPMENT TO REMAIN ONLINE DURING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY ON PHASING RELOCATION. (E) RETAINING WALL TO REMAIN (E) RETAINING WALL TO REMAIN (E) RETAINING WALL TO REMAIN REMOVE (E) TREE AND ROOT BALL (E) CONCRETE PATHWAY TO REMAIN R Know what's below. Callbefore you dig. UTILITY STATEMENT LOCATION OF EXISTING UNDERGROUND UTILITIES HAVE BEEN TAKEN FROM DRAWINGS AND FIELD LOCATES SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES. UTILITY LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE ONLY. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EACH UTILITY. THE EXISTING INFORMATION SHOWN ON THESE PLANS IS PER THE SURVEY COMPLETED BY: DATED: ___________. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND CONTACT THE ENGINEER IF DISCREPANCIES ARE NOTED. LUK AND ASSOCIATES 738 ALFRED NOBEL DRIVE HERCULES, CA 94547 (510) 724-3388 11/23/2022 20 10 20 40 SCALE: FEET 0 1 INCH = 20 www.coffman.com ph 510.251.9578 1939 Harrison Street, Suite 320 Oakland, CA 94612 No. 68283 C I V I L STATE OF CA L I FORN I A REG I STERED PROFESS IONA L ENG I NEERRAYMOND L . BARRO DEMOLITION KEY NOTES DEMO AND REMOVE EXISTING CURB AND GUTTER INCLUDING BASE MATERIAL. DEMO AND REMOVE EXISTING UTILITY. PROTECT EXISTING TREE TO REMAIN. PROTECT EXISTING UTILITY TO REMAIN. ADJUST RIM TO FINISHED GRADE IF NECESSARY. SALVAGE EXISTING FIRE HYDRANT FOR RELOCATION. SEE UTILITY PLAN FOR LOCATION. DEMO AND REMOVE EXISTING BOLLARDS. SALVAGE AND RELOCATE EXISTING DRIVEWAY & ADDRESS SIGN. REMOVE EXISTING PARKING STRIPES. D1 D2 D3 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND/ORE PROTECTION OF THE EXISTING ITEMS AS NOTED ON THIS PLAN. 2. CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES. 3. CONTRACTOR IS TO DISPOSE OF ALL MATERIAL RESULTING FROM DEMOLITION IN ACCORDANCE WITH ALL LOCAL, STATE, AND/OR FEDERAL LAWS. 4. CONTRACTOR TO LOCATE ALL EXISTING UTILITY AND CONFLICTS. CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY CONSTRUCTION ACTIVITY IN ORDER TO FIELD VERIFY EXISTING UTILITY INFORMATION. 5. EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND BASED ON RECORD DRAWINGS. 6. LOCATION OF UNDERGROUND UTILITIES HAVE NOT BEEN SURVEYED AND ARE SHOWN BASED ON LOCATIONS OF EXISTING VISIBLE UTILITY STRUCTURES SURVEYED IN THE FIELD. EXACT LOCATIONS OF ALL UTILITIES MUST BE LOCATED IN THE FIELD BY THE CONTRACTOR. 7. CONTRACTOR TO VERIFY LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES AND REPORT ANY DISCREPANCIES TO THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION. 8. CONTRACTOR IS TO PROTECT ALL EXISTING UTILITIES IN PLACE NOT SHOWN TO BE REMOVED. 9. CONTRACTOR TO PROTECT EXISTING STREET LIGHTS & POSTS, TRAFFIC SIGNALS & POSTS, TRAFFIC CONTROL DEVICES, SIGNS, AND UTILITY BOXES UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS AND PROCEDURES AS DESCRIBED IN THE GEOTECHNICAL REPORT. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING DEMOLITION PERMITS AS REQUIRED FROM THE LOCAL JURISDICTION. DEMOLITION LEGEND DEMO AND REMOVE EXISTING ASPHALT PAVEMENT, INCLUDING BASE MATERIAL AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT SITE LIMITS. DEMO AND REMOVE PCC PAVEMENT, INCLUDING BASE MATERIAL AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT SITE LIMITS. DEMO AND REMOVE EXISTING BUILDING AND FOUNDATION, INCLUDING ALL UNDERGROUND UTILITIES WITHIN THE BUILDING LIMITS. CONTRACTOR SHALL FOLLOW ALL JURISDICTIONAL AIR QUALITY AND WASTE/RECYCLING REQUIREMENTS. PROTECT EXISTING BUILDING AND FOUNDATION, INCLUDING ALL UNDERGROUND UTILITIES WITHIN THE BUILDING LIMITS TO REMAIN. SEE ARCHITECTURAL PLANS FOR DETAILS. DEMOLITION GENERAL NOTES D4 D5 D6 D7 D8 © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023 5 ZONING RESUBMITTAL 06-28-2023 6 FOR PERMIT 07-28-2023 7 PERMIT / ZONING RESUBMITTAL 11-27-2023 8 FOR BID 12-06-2023 9 PERMIT / ZONING RESUBMITTAL 03-21-2024 DEMOLITION PLAN C2.0 CEI # 222902 659
LOT 6
LOT 7
LOT 8
13 M 39
VAN
NO

PARKING
(E) BUILDING TO REMAIN (N) GARAGE HILL STREET
6TH AVENUE

14.0'
(N) BUILDING FF 97.00
(0.3%)
(0.5%)
(0.3%)
(0.5%)

1.5%
(8.1')
(1.0')
(6.4')
15%
(5.7')
(8.7')

3.0%

1.5% 7.2% 5.0% 1+651+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 1.5% 1.5%

1.0% BASEMENT FF 86.78
15%
10%

4.3%

1.5%
(E) RETAINING WALL(S) TO REMAIN CONTRACTOR TO PROTECT IN PLACE FOR RETAINING WALL DETAIL SEE ARCHITECTURAL PLANS (E) STRUCTURE TO REMAIN CONTRACTOR TO PROTECT IN PLACE FG 106.50 MATCH (E) FG 106.46 MATCH (E) (N) BIO TREATMENT PLANTER FOR BUILDING RIM 86.96 FG/BW 98.58 FG/TW 106.50 (E) TRAFFIC CIRCLE TO REMAIN CONTRACTOR TO PROTECT IN PLACE FG 97.97 4 (N) DECK ABOVE (N) ABOVE GRADE BIO TREATMENT PLANTER FOR PAVEMENT ABOVE DECOMPOSED GRANITE BETWEEN BUILDING AND PLANTER RIM 96.50 RIM 96.93 FG/BW 101.40 FG/TW 107.80 FG/BW 99.00 FG/TW 100.00 FG 97.83 MATCH (E) FG 96.31 MATCH (E) RIM 86.00 FG 105.33 RIM 105.83 FG 105.33 CONCRETE PATIO FG/BW 98.52 FG/TW 104.20 FG/BW 97.26 FG/TW 106.69 FF 86.78 FF 97.00 FF 97.00 FS 100.50 TC 101.00 FF 97.00 (E) RETAINING WALL AND CONCRETE TO REMAIN CONTRACTOR TO PROTECT IN PLACE FS 99.56 TC 100.06 FS 105.03± CONFORM TO EX CONCRETE FG 97.10 FG 97.00 FG 97.10 FG 97.00 FG 97.00 FG 98.21 9 STEPS @ 0.5' TS 104.82 BS 100.32 8 STEPS @ 0.5' TS 100.22 BS 96.22 7 STEPS @ 0.5' TS 96.15 BS 92.65 11 STEPS @ 0.5' TS 92.54 BS 87.04 (N) TRANSFORMER (E) FS 98.42 (E) TC 98.92 0+00 0+20 0+36 TP 86.60 2 C3.1 1
C3.1 3 C3.1
0+00 0+20 0+24 7.7% 5.2%
(E) COLUMNS TO BE REMOVED. SEE ARCHITECTURAL PLANS FG/BW 97.97 FG/TW 106.80 (8.8') FG 85.75 4.5% SEE BELOW FOR DETAIL SEE SHEET C3.1 FOR GRADING DETAIL FS 98.52 TC 99.02 RIM 96.64 1.0% TP 87.00 RIM 86.60 RIM 86.72 MATCH (E) FF ELEV SEE ARCHITECTURAL 2 6 TP 100.00 TP 106.00 FP FP 97.00 TP 98.87 TP 97.90 TP 97.35 TP 97.00 TP 97.00 TP 97.00 TP 97.00 TP 97.00 TP 99.08 TP 99.36 TP 100.50 TP 99.56 TP 100.06 TC 101.40 TP 99.58 TP 107.88 TP 104.28 TP 99.58 TP 98.16 TP 96.64 TP -4.3% -5.0% -5.0% -5.2% -7.7% -4.5% -5.4% -0.8%
-1.2% 106.79 TP106.69 TP 106.73 TP 106.72 TP 106.55 TP -1.4% FLOWS TO OPENING IN PLANTER (N) MODULAR WALL BY STRUCTURAL (N) CONCRETE WALL BY STRUCTURAL CONNECT TO (E) RETAINING WALL 107.38 TP R Know what's below. Callbefore you dig. UTILITY STATEMENT LOCATION OF EXISTING UNDERGROUND UTILITIES HAVE BEEN TAKEN FROM DRAWINGS AND FIELD LOCATES SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES. UTILITY LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE ONLY. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EACH UTILITY. THE EXISTING INFORMATION SHOWN ON THESE PLANS IS PER THE SURVEY COMPLETED BY: DATED: ___________. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND CONTACT THE ENGINEER IF DISCREPANCIES ARE NOTED. LUK AND ASSOCIATES 738 ALFRED NOBEL DRIVE HERCULES, CA 94547 (510) 724-3388 11/23/2022 50 25 50 100 SCALE: FEET 0 1 INCH = 50 www.coffman.com ph 510.251.9578 1939 Harrison Street, Suite 320Oakland, CA 94612 No. 68283 C I V I L STATE OF CA L I FORN I A REG I STERED PROFESS IONA L ENG I NEERRAYMOND L . BARRO SCALE: 1" = 10' GRADING PLAN DETAIL 1 LEGEND GRADING KEY NOTES ASPHALT PAVEMENT CONCRETE PAVEMENT BIO-INFILTRATION SWALE BOTTOM INFILTRATION GALLERY EXISTING CONTOUR PROPOSED CONTOUR PROPERTY LINE CURB SEWER PIPE STORM PIPE WATER PIPE SPOT ELEVATION CATCH BASIN CLEANOUT DRYWELL SANITARY SEWER MANHOLE STORM DRAIN MANHOLE WATER VALVE POST INDICATOR VALVE FIRE HYDRANT FIRE DEPARTMENT CONNECTION WATER METER SSSDWA XXXXXXXX (N) CITY OF BELMONT TYPE A 6" CONCRETE CURB AND GUTTER PER DETAIL SI-100. (N) 6" CONCRETE VERTICAL CURB. NOT USED. (N) PCC SIDEWALK PER CITY OF BELMONT DETAIL SI-105. (N) PCC PAVEMENT SECTION. SEE DETAIL SHEET. (N) 4"PCC PATHWAY. SEE DETAIL SHEET. (N) RETAINING WALL. FINAL TOP OF WALL AND BOTTOM OF WALL HEIGHTS (X.X') TO BE DESIGNED PER GRADES SHOWN. CONTRACTOR TO VERIFY IN THE FIELD. 123 1. ALL CURBS ARE TO BE PER CITY OF BELMONT STANDARD DETAIL SI-100 ON SHEET C8.0. 2. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST CITY OF BELMONT AND SAN MATEO COUNTY STANDARDS. 3. ANY EXISTING INFRASTRUCTURE, SITE FEATURES, OR PROPERTY DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 4. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE STATE AND/OR LOCAL CODES. THE CONTRACTOR SHALL HAVE A COPY OF CURRENT CODES MAINTAINED ON SITE AT ALL TIMES. 5. ALL SIGNAGE AND PAINT MARKINGS SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), OR AS OTHERWISE SPECIFIED. INSTALLATION OF SIGNS SHALL BE GOVERNED BY LOCAL CODES. 6. THE CONTRACTOR IS RESPONSIBLE TO LOCATE AND PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. THE CONTRACTOR IS TO NOTIFY THE UTILITY PROTECTION CENTER AT LEAST 72 HOURS PRIOR TO ANY SITE WORK FOR PROPER IDENTIFICATION OF EXISTING UTILITIES. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING ITEMS AND DIMENSIONS TO REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 8. UNLESS OTHERWISE NOTED, PAVEMENT ELEVATION IS 6" BELOW THE TOP OF CURB ELEVATION. 9. ALL GRADE BREAKS SHALL BE CONSTRUCTED AS A VERTICAL CURVE TO AVOID ANY DEFINED CRESTS OR SUMPS. GRADING GENERAL NOTES 4567 © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023 5 ZONING RESUBMITTAL 06-28-2023 6 FOR PERMIT 07-28-2023 7 PERMIT / ZONING RESUBMITTAL 11-27-2023 8 FOR BID 12-06-2023 9 PERMIT / ZONING RESUBMITTAL 03-21-2024 CIVIL SITE & GRADING PLAN C3.0 CEI # 222902 660

ELEVATION (FT)
ELEVATION (FT) STATION PROFILE OF FF TO PROPERTY LINE VERT SCALE: 1"=1' HOR SCALE: 1"=10' 919293949596979899 100 101 102 103 104 105 106 107 108 109 110 111 112-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 STA: -0+00.05
ELEV: 106.03 PL PROPOSED BUILDING 0.2% 5% EXISTING GRADE PROPOSED GRADE

ELEVATION (FT)
ELEVATION (FT) STATION PROFILE OF LOWER TRAFFIC CIRCLE TO UPPER PARKING VERT SCALE: 1"=1' HOR SCALE: 1"=10' 81828384858687888990919293949596979899 100 101 102-0+25 0+00 0+25 0+50 0+75 EXISTING GRADE AT TRAFFIC CIRCLE

ELEVATION (FT)
ELEVATION (FT) STATION PROFILE OF SOUTHERN BUILDING TO BIOTREATMENT VERT SCALE: 1"=1' HOR SCALE: 1"=10' 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116-0+25 0+00 0+25 0+50 PROPOSED BUILDING STA: 0+23.84
ELEV: 110.95 PROPOSED BASIN BOTTOM EL. 105.00 TOP EL. 108.00 PROPOSED BASIN BOTTOM EL. 86.40 TOP EL. 89.90 FG 87.63 85.45 TC 85.45 TP 88.48 TC 87.98 TP 87.54 TC 87.04 TP 86.34 TC 85.84 TP 86.43 TC 85.93 TP FG 85.57 FG 86.41 FG 87.63 89.08 TC 88.58 TP 90.18 TC 89.68 TP FG 89.50 24'
4' COLUMNS FROM ABOVE COLUMNS INSIDE PARKING STRUCTURE PROPOSED STRIPING FOR COMPACT PARKING RIM 85.40 RIM 81.5 (E) RIM 78.0± 4.0' SIDEWALK 24.0' DRIVE AISLE 16.0' COMPACT PARKING (N) 6" CURB APPROX. 8"-12" CANTILEVER PRECAST OR POURED IN PLACE WITH ATTACHED RAILING, REFER TO ARCH AND STRUCTURAL FOR DETAIL. (E) RETAINING WALL (E) PARKING STRUCTURE (E) COLUMN (E) PAVEMENT TO REMAIN (E) RETAINING WALL TO BE REMOVED 4" SIDEWALK WITH 4"/4" OVER SOIL R Know what's below. Callbefore you dig. UTILITY STATEMENT LOCATION OF EXISTING UNDERGROUND UTILITIES HAVE BEEN TAKEN FROM DRAWINGS AND FIELD LOCATES SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES. UTILITY LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE ONLY. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EACH UTILITY. THE EXISTING INFORMATION SHOWN ON THESE PLANS IS PER THE SURVEY COMPLETED BY: DATED: ___________. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND CONTACT THE ENGINEER IF DISCREPANCIES ARE NOTED. LUK AND ASSOCIATES 738 ALFRED NOBEL DRIVE HERCULES, CA 94547 (510) 724-3388 11/23/2022 www.coffman.com ph 510.251.9578 1939 Harrison Street, Suite 320Oakland, CA 94612 No. 68283 C I V I L STAT E OF CA L I FORN I A REG I STERED PROFESS IONA L ENG I NEERRAYMOND L . BARRO SCALE: 1" = 20' FF TO PROPERTY LINE 1 © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023 5 ZONING RESUBMITTAL 06-28-2023 6 FOR PERMIT 07-28-2023 7 PERMIT / ZONING RESUBMITTAL 11-27-2023 8 FOR BID 12-06-2023 9 PERMIT / ZONING RESUBMITTAL 03-21-2024 DRIVEWAY PROFILE C3.1 CEI # 222902 SCALE: 1" = 20' LOWER TRAFFIC CIRCLE TO UPPER PARKING 2 SCALE: 1" = 20' SOUTHERN BUILDING TO BIOTREATMENT 3 SCALE: 1" = 10' GRADING PLAN DETAIL 4 SCALE: 1" = 10' DRIVE AISLE CROSS SECTION 5 5 C3.1 661
LOT 6
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13 M 39
6069 O.R. 77
6485 O.R. 519 CITY OF BELMONT

CITY OF BELMONT
SD
SD
SD
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SS SS SS SS UGE WA WA WA WA WA UGE SD SD

SD SD SD SD FP DW DW SS
(E) BUILDING TO REMAIN (E) STRUCTURE TO REMAIN CONTRACTOR TO PROTECT IN PLACE HILL STREET 6TH AVENUE 2131 4112 12 33 RIM 96.46 INV 93.46 RIM 96.28 INV 92.85 RIM 86.00 INV 82.62(E) RIM 85.83 (E) 8" INV 82.9± RIM 105.83 INV 103.08 RIM 105.67 INV 96.38 61 LF - 8" SD S=1.0% 32LF - 8" SD S=1.0% 11 11 13 13 13 (E) GAS CONTRACTOR TO USE CAUTION 13 13 (E) RIM 106.30 (E) INV 104.50 SD SD SD SD REPLACE LID (E) CATCH BASIN TO SOLID (E) RIM 106.22 (E) INV 104.53 (E) RIM 106.33 (E) INV 104.57 (E) RIM 106.38 (E) INV 104.60 (E) RIM 106.24 (E) INV 104.64 15 15 15 15 15 OUTFALL INV 86.09 60 LF - 8" SD S=1.0% DRAIN TO OUTFALL IN PLANTER 16 LF - 8" SD S=1.0% MIN 11 11 32 RIM 96.64 INV 93.64 13 16 LF - 6"SS S=1.0% MIN CONNECT TO BUILDING SANITARY 6" INV 93.8± 22 (E) RIM 85.35 (E) 8" INV 82.3± (E) RIM 78.0±
(E) 8" INV 72.0± 15 14 12 12 RIM 86.72 INV 83.72 13 RIM 86.60 INV 83.69 14 RIM 86.60 INV 83.75 13 RIM 86.96 INV 83.96 13 21 LF - 8" SD S=1.0% 33 LF - 8" SD S=1.0% 6 LF - 8" SD S=1.0% OUTFALL INV 83.66 DRAIN TO OUTFALL 3 LF - 8" SD S=1.0% RIM 85.40 INV 82.40 13 OUTFALL INV 80.00 RIM 80.09 INV 76.09 13 R Know what's below. Callbefore you dig. UTILITY STATEMENT LOCATION OF EXISTING UNDERGROUND UTILITIES HAVE BEEN TAKEN FROM DRAWINGS AND FIELD LOCATES SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES. UTILITY LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE ONLY. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EACH UTILITY. THE EXISTING INFORMATION SHOWN ON THESE PLANS IS PER THE SURVEY COMPLETED BY: DATED: ___________. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND CONTACT THE ENGINEER IF DISCREPANCIES ARE NOTED. COMPANY NAME 738 ALFRED NOBEL DRIVE HERCULES, CA 94547 (510) 724-3388 11/23/2022 20 10 20 40 SCALE: FEET 0 1 INCH = 20 www.coffman.com ph 510.251.9578 1939 Harrison Street, Suite 320 Oakland, CA 94612 No. 68283 C I V I L STAT E OF CA L I FORN I A REG I STERED PROFESS IONA L ENG I NEERRAYMOND L . BARRO STORM DRAIN KEY NOTES INSTALL (N) STORM DRAIN SYSTEM. USE MINIMUM 8" PVC (SDR-35) OR HDPE (ADS N-12 WITH SMOOTH INTERIOR WALLS). MAINTAIN 24" MINIMUM COVER AND SLOPED AT 1.0% MINIMUM AT ALL TIMES. PROVIDE CLEAN OUT TO GRADE AT MAJOR CHANGES IN DIRECTION. (N) BIO-INFILTRATION PLANTER. SEE STORM WATER SHEET FOR ADDITIONAL DETAILS. INSTALL (N) "CHRISTY V-24" CATCH BASIN WITH CONCRETE BOTTOM FLUSH WITH LOWEST OUTGOING INVERT. PLACE BOX ON 6" CLASS 2 AGGREGATE BASE MATERIAL. INSTALL (N) "CHRISTY V-24" WITH CLOSED LID AND CONCRETE BOTTOM FLUSH WITH LOWEST OUTGOING INVERT. PLACE BOX ON 6" CLASS 2 AGGREGATE BASE MATERIAL. (E) CATCH BASIN TO REMAIN. CONTRACTOR TO CLEAN OUT DEBRIS FROM BOTTOM OF CATCH BASIN AND VERIFY FLOW TO NEXT INLET. 111213 1. REFER TO STORMWATER TREATMENT PLAN ON SHEET C5.0 FOR ADDITIONAL STORM DRAIN UTILITY DESIGN INFORMATION. 2. DRY UTILITIES INCLUDING GAS, TELEPHONE AND ELECTRIC ARE TO BE PROVIDED BY THE UTILITY PURVEYORS UPON NEW SERVICE APPLICATIONS BEING FILED. ANY INFORMATION SHOWN ON THESE PLANS ARE SCHEMATIC. 3. LOCATION OF EXISTING UNDERGROUND UTILITIES HAVE NOT BEEN SURVEYED AND ARE SHOWN BASED ON LOCATIONS OF EXISTING VISIBLE UTILITY STRUCTURES SURVEYED IN THE FIELD. EXACT LOCATIONS OF ALL UTILITIES MUST BE LOCATED IN THE FIELD BY THE CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE ENGINEER PRIOR TO STARTING CONSTRUCTIONS. 4. CONTRACTOR TO OBTAIN ANY PERMITS REQUIRED FOR UNDERGROUND UTILITY WORK FROM THE CITY OF BELMONT. UTILITY GENERAL NOTES SANITARY SEWER KEY NOTES (N) 6" SANITARY SEWER LATERAL TO CONNECT TO (E) SANITARY SEWER MANHOLE IN HILL STREET. CONTRACTOR TO VERIFY IN FIELD CONDITION OF EXISTING LATERAL AND ELEVATION PRIOR TO DEMOLITION. REPLACE (E) CLEANOUT. CONTRACTOR TO VERIFY (E) LINE FLOWS UNOBSTRUCTED TO MAIN IN STREET. 21 WATER KEY NOTES (N) WATER LATERAL TO CONNECT TO (E) WATER METER IN DRIVEWAY. CONTRACTOR TO VERIFY IN FIELD CONDITION AND LOCATION OF EXISTING LATERAL PRIOR TO DEMOLITION. (N) FDC. SEE MECHANICAL DRAWINGS FOR DETAIL. CONTRACTOR TO VERIFY IN FIELD CONDITION AND LOCATION OF EXISTING LATERAL PRIOR TO DEMOLITION. RELOCATE (E) FIRE HYDRANT. 31 DRY UTILITY KEY NOTES (N) TRANSFORMER, SEE MECHANICAL PLANS FOR SIZE AND LOCATION. 413233 © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023 5 ZONING RESUBMITTAL 06-28-2023 6 FOR PERMIT 07-28-2023 7 PERMIT / ZONING RESUBMITTAL 11-27-2023 8 FOR BID 12-06-2023 9 PERMIT / ZONING RESUBMITTAL 03-21-2024 UTILITY PLAN C4.0 CEI # 222902 142215 662
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PARKING
FP
SS
(E) BUILDING TO REMAIN (N) BIO TREATMENT PLANTER FOR BUILDING HILL STREET 6TH AVENUE DMA2 3 2 DMA3 DMA4 ADJACENT BUILDING ADJACENT BUILDING PROPOSED BUILDINGSCUPPER SCREEN SCUPPER SCUPPER SCUPPER FIRE DEPARTMENT ACCESS STAIR TO ROOF FIRE DEPARTMENT ACCESS HATCH TO ROOF SCUPPERDMA1 1 UNDERGROUND ROOF DRAIN UDNERROUND ROOF DRAIN CONCRETE PATHWAY TO DMA 4 UNDERGROUND ROOF DRAIN UNDERGROUND ROOF DRAIN TO SCUPPER DRAIN IN BIO TREATMENT PLANTER (TYP) EX IMPERVIOUS CONCRETE EXISTING PIPE TO REMAIN DMA5 (E) INLETS TO REMAIN TYP GUTTER TO BIO TREATMENT PLANTER SEE ARCHITECTURAL PLANS 5 4 FLOWS TO OPENING IN PLNATER R Know what's below. Callbefore you dig. UTILITY STATEMENT LOCATION OF EXISTING UNDERGROUND UTILITIES HAVE BEEN TAKEN FROM DRAWINGS AND FIELD LOCATES SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES. UTILITY LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE ONLY. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EACH UTILITY. THE EXISTING INFORMATION SHOWN ON THESE PLANS IS PER THE SURVEY COMPLETED BY: DATED: ___________. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND CONTACT THE ENGINEER IF DISCREPANCIES ARE NOTED. LUK AND ASSOCIATES 738 ALFRED NOBEL DRIVE HERCULES, CA 94547 (510) 724-3388 11/23/2022 20 10 20 40 SCALE: FEET 0 1 INCH = 20 www.coffman.com ph 510.251.9578 1939 Harrison Street, Suite 320 Oakland, CA 94612 No. 68283 C I V I L STATE OF CA L I FORN I A REG I STERED PROFESS IONA L ENG I NEERRAYMOND L . BARRO SITE DRAINAGE AREAS AND BMP'S © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023 5 ZONING RESUBMITTAL 06-28-2023 6 FOR PERMIT 07-28-2023 7 PERMIT / ZONING RESUBMITTAL 11-27-2023 8 FOR BID 12-06-2023 9 PERMIT / ZONING RESUBMITTAL 03-21-2024 STORMWATER TREATMENT PLAN C5.0 CEI # 222902 LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT BIO-INFILTRATION SWALE BOTTOM PROPERTY LINE DMA BOUNDARY EX STORM PIPE STORM PIPE SPOT ELEVATION CATCH BASIN CLEANOUT STORM DRAIN MANHOLE SD SD * CALCULATED PER SAN MATEO COUNTY C.3 MANUAL PREFERRED METHOD - 4% OF EFFECTIVE IMPERVIOUS AREA. BIORETENTION AREA DESIGNED TO POND A MIN. OF 6 INCHES OF RAINFALL BEFORE ENTERING OVERFLOW CATCH BASINS. STORM DRAIN LINE TO CONNECT TO (E) STORM DRAIN TO CONVEY CLEAN WATER FROM PLANTERS STORM DRAIN CATCH BASIN DRAINS TO TREATMENT PLANTER 3OVERALL SITE: 58,141.52 SF PROJECT AREA: 15,385.33 SF 663
13 M 39
13 M 39
VAN
NO

PARKING
SS
SS SS
SS
SS
UGE
WA
WA
WA
WA

WA UGE SD
SD

SD SD SD SD
FP DW
DW
SS
R Know what's below. Callbefore you dig. UTILITY STATEMENT LOCATION OF EXISTING UNDERGROUND UTILITIES HAVE BEEN TAKEN FROM DRAWINGS AND FIELD LOCATES SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES. UTILITY LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE ONLY. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EACH UTILITY. THE EXISTING INFORMATION SHOWN ON THESE PLANS IS PER THE SURVEY COMPLETED BY: DATED: ___________. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND CONTACT THE ENGINEER IF DISCREPANCIES ARE NOTED. COMPANY NAME 738 ALFRED NOBEL DRIVE HERCULES, CA 94547 (510) 724-3388 11/23/2022 50 25 50 100 SCALE: FEET 0 1 INCH = 50 www.coffman.com ph 510.251.9578
1939 Harrison Street, Suite 320Oakland, CA 94612 No. 68283

C I V I L
STAT E
OF
CA

L I FORN I A

REG I STERED
PRO
F
E
S

S IONA L

ENG I NEER
RAYMON
D L . BARRO LEGEND EX IMPERVIOUS TO IMPERVIOUS EX IMPERVIOUS TO PERVIOUS EX PERVIOUS TO IMPERVIOUS ASPHALT PAVEMENT CONCRETE PAVEMENT BIO-INFILTRATIONSWALE BOTTOM INFILTRATION GALLERY EXISTING CONTOUR PROPOSED CONTOUR PROPERTY LINE CURB SEWER PIPE STORM PIPE WATER PIPE SPOT ELEVATION CATCH BASIN CLEANOUT DRYWELL SANITARY SEWER MANHOLE STORM DRAIN MANHOLE WATER VALVE POST INDICATOR VALVE FIRE HYDRANT FIRE DEPARTMENT CONNECTION WATER METER SSSDWA XXXXXXXX © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-20236 FOR PERMIT 07-28-20237 PERMIT / ZONING RESUBMITTAL 11-27-20238 FOR BID 12-06-20239 PERMIT / ZONING RESUBMITTAL 03-21-2024 STORWATER IMPERVIOUS AREAS C5.1 CEI # 222902 50 25 50 100 SCALE: FEET 0 1 INCH = 50 LEGEND EX IMPERVIOUS TO IMPERVIOUS EX IMPERVIOUS TO PERVIOUS EX PERVIOUS TO IMPERVIOUS ASPHALT PAVEMENT CONCRETE PAVEMENT BIO-INFILTRATIONSWALE BOTTOM INFILTRATION GALLERY EXISTING CONTOUR PROPOSED CONTOUR PROPERTY LINE CURB SEWER PIPE STORM PIPE WATER PIPE SPOT ELEVATION CATCH BASIN CLEANOUT DRYWELL SANITARY SEWER MANHOLE STORM DRAIN MANHOLE WATER VALVE POST INDICATOR VALVE FIRE HYDRANT FIRE DEPARTMENT CONNECTION WATER METER SSSDWA XXXXXXXX PRE-PROJECT: DISTURBED EX IMPERVIOUS AREA: 15,762 SF DISTURBED EX PERVIOUS AREA: 1,306 SF POST-PROJECT: NEW/REPLACED IMPERVIOUS AREA: 15,391 SF NEW PERVIOUS AREA: 1,677 SF EX IMPERVIOUS TO IMPERVIOUS AREA: 14,085 SF EX PERVIOUS TO IMPERVIOUS AREA: 1,306 SF EX IMPERVIOUS TO PERVIOUS AREA: 1,677 SF 664
VAN
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PARKING
FP
SS
(E) BUILDING TO REMAIN HILL STREET
6TH AVENUE PROTECT NEAREST DOWNSTREAM INLET SE-8 SE-5 SWM 1A CONCRETE WASHOUT FOR DEPOSITING MATERIAL WASTE AND TRUCK CLEANING. CONTRACTOR TO PROTECT SITE AGAINST STORMWATER RUN-OFF FROM MATERIAL DELIVERY TRUCKS WM-8 TC-1 SE-10 R Know what's below. Callbefore you dig. UTILITY STATEMENT LOCATION OF EXISTING UNDERGROUND UTILITIES HAVE BEEN TAKEN FROM DRAWINGS AND FIELD LOCATES SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES. UTILITY LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE ONLY. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EACH UTILITY. THE EXISTING INFORMATION SHOWN ON THESE PLANS IS PER THE SURVEY COMPLETED BY: DATED: ___________. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND CONTACT THE ENGINEER IF DISCREPANCIES ARE NOTED. COMPANY NAME 738 ALFRED NOBEL DRIVE HERCULES, CA 94547 (510) 724-3388 11/23/2022 50 25 50 100 SCALE: FEET 0 1 INCH = 50 www.coffman.com ph 510.251.9578 1939 Harrison Street, Suite 320 Oakland, CA 94612 No. 68283 C I V I L STAT E OF CA L I FORN I A REG I STERED PROFESS IONA L ENG I NEERRAYMOND L . BARRO EROSION AND SEDIMENT CONTROL BMP NOTES 1. THIS PLAN MAY NOT COVER ALL THE SITUATIONS OR PHASES THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. IN GENERAL, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SEDIMENT STORM RUNOFF FROM LEAVING THE SITE. SEDIMENT ROLLS AND SILT FENCES SHALL BE USED BY THE CONTRACTOR ON AN AS NEEDED BASIS TO INHIBIT SILT FROM LEAVING THE SITE AND ENTERING THE STORM DRAIN SYSTEM. TEMPORARY EROSION CONTROL DEVICES SHOWN ON GRADING PLAN WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR MODIFIED WHEN THE INSPECTOR SO DIRECTS AS THE WORK PROGRESSES. 2. EROSION CONTROL FACILITIES SHALL BE MAINTAINED DAILY. THESE FACILITIES SHALL CONTROL AND CONTAIN EROSION-CAUSED SILT DEPOSITS AND PROVIDE FOR THE SAFE DISCHARGE OF SILT FREE STORM WATER INTO EXISTING AND PROPOSED STORM DRAIN FACILITIES. DESIGN OF THESE FACILITIES MUST BE APPROVED AND UPDATED EACH YEAR BY THE ENGINEER (OCTOBER 1 TO APRIL 15). 3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH CITY STANDARD. 4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTOR AND SUPPLIERS ARE AWARE OF ALL STORM WATER QUALITY MEASURES AND IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTION WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, AND / OR A PROJECT STOP ORDER. 5. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAIN SYSTEM. 6. DURING THE RAINY SEASON, ALL PAVED AREAS WITH SPOILS STORAGE SHALL BE PROTECTED AND COVERED. THE SITE IS TO BE MAINTAINED SO AS TO MINIMIZE SEDIMENT RUNOFF TO ANY STORM DRAIN SYSTEM. 7. DURING PERIODS WHEN STORMS ARE FORECAST: A. EXCAVATED SOILS SHOULD NOT BE PLACED IN STREETS OR ON PAVED AREAS. B. ANY EXCAVATED SOILS SHOULD BE REMOVED FROM THE SITE BY THE END OF DAY. C. WHERE STOCKPILING IS NECESSARY, USE A TARPAULIN OR SURROUND THE STOCKPILE WITH FIBER ROLLS, GRAVEL SEDIMENT BARRIER, SILT FENCE, OR OTHER RUNOFF CONTROLS. D. USE INLET CONTROLS AS NEEDED (E.G. BLOCK AND GRAVEL SEDIMENT BARRIER) FOR STORM DRAIN ADJACENT TO THE PROJECT SITE OR STOCKPILED SOIL. 8. THOROUGHLY SWEEP ALL PAVED AREAS EXPOSED TO SOIL EXCAVATION AND PLACEMENT. 9. STAND-BY CREWS SHALL BE ALERTED BY THE OWNER OR CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 10. AFTER OCTOBER 1ST TO APRIL15TH, ALL EROSION CONTROL MEASURES WILL BE INSPECTED DAILY AND AFTER EACH STORM. 11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES TO THE SATISFACTION OF THE ENGINEER. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING SAFETY OF VEHICLES OPERATING IN ROADWAY ADJACENT TO EROSION CONTROL FACILITY. 13. DUST CONTROL SHOULD BE PRACTICED ON ALL CONSTRUCTION SITES WITH EXPOSED SOILS AS NEEDED. IT IS IMPORTANT IN WINDY OR WIND-PRONE AREAS. DUST CONTROL IS CONSIDERED A TEMPORARY MEASURE AND AS INTERMEDIATE TREATMENT BETWEEN SITE DISTURBANCE AND CONSTRUCTION, PAVING, OR REVEGETATION. REFER TO CASQA BMP HANDBOOK. EROSION AND SEDIMENT CONTROL BMP MAINTENANCE NOTES 1. USE FIBER ROLL ALONG CONTOURS OF SHORT SLOPES OR SLOPES 3:1 OR FLATTER, KEYED INTO GROUND AT LEAST 3” DEEP (TYPICALLY 25' APART). 2. INSTALL SILT FENCE ALONG CONTOURS AS SECONDARY MEASURE TO KEEP SEDIMENT ONSITE AND TO MINIMIZE VEHICLE AND FOOT TRAFFIC BEYOND LIMITS OF SITE DISTURBANCE. SILT FENCING MUST BE KEYED IN. 3. CONSTRUCT A CONCRETE WASHOUT SITE ADJACENT TO STABILIZED ENTRANCE. CLEAN AS NEEDED AND REMOVE AT END OF PROJECT. 4. COVER ALL STOCKPILES AND LANDSCAPE MATERIAL AND BERM PROPERLY WITH STRAW WATTLES OR SAND BAGS. KEEP BEHIND SILT FENCE, AWAY FROM WATER BODIES. HAZARDOUS MATERIALS AND REFUSE MUST BE KEPT IN CLOSED CONTAINERS THAT ARE COVERED AND UTILIZE SECONDARY CONTAINMENT, NOT DIRECTLY ON SOIL. 5. USE PEA-GRAVEL BAGS, (OR SIMILAR PRODUCT) AROUND DRAIN INLETS LOCATED BOTH ONSITE AND IN GUTTER AS A LAST LINE OF DEFENSE. 6. PLACE PORT-A-POTTY WITH SECONDARY CONTAINMENT, BEHIND THE CURB AND AWAY FROM GUTTERS, STORM DRAIN INLETS, AND WATER BODIES. 7. COVER ALL EXPOSED SOIL WITH STRAW MULCH AND TACKIFIER (OR EQUIVALENT). 8. EXISTING VEGETATION SHOULD BE PRESERVED AS MUCH AS POSSIBLE. AREAS OF DISTURBED SOIL/VEGETATION SHOULD BE REVEGETATED AS SOON AS PRACTICAL. 9. PREVENT EQUIPMENT FLUID LEAKS ONTO GROUND BY PLACING DRIP PANS OR PLASTIC TARPS UNDER EQUIPMENT. REPAIR EQUIPMENT AS NECESSARY. ADDITIONAL BMPS DURING CONSTRUCTION 1. LIMIT THE EXTENT OF LAND DISTURBANCE TO THE MINIMUM AMOUNT NECESSARY TO CONSTRUCT THE PROJECT. 2. HYDROSEED DISTURBED AREAS WITH NATIVE PLANTS IMMEDIATELY UPON CONCLUSION OF CONSTRUCTION ACTIVITIES. 3. STAGING AREAS OF CONSTRUCTION EQUIPMENT AND MATERIALS, INCLUDING RECEPTACLES AND TEMPORARY STOCKPILES OF GRADED MATERIALS MUST BE COVERED ON A DAILY BASIS. 4. GOOD CONSTRUCTION MEASURES SUCH AS THE USE OF DRY CLEANUP MEASURES WHENEVER POSSIBLE, COLLECTING AND FILTERING CLEANUP WATER WHEN DRY CLEANUP METHODS ARE NOT FEASIBLE, CLEANING AND REFUELING CONSTRUCTION EQUIPMENT AT DESIGNATED OFF SITE MAINTENANCE AREAS, AND IMMEDIATE CLEANUP OF ANY LEAKS OR SPILLS. SE-5 SE-8 TC-1 INSTALL FIBER ROLLS PER SE-5. CONTRACTOR TO VERIFY FINAL LOCATION IN ACCORDANCE WITH SIDEWALK REMOVAL. INSTALL SANDBAG BARRIER PER SE-8. ALL (E) INLETS SHALL BE PROTECTED PER SE-10. CONTRACTOR TO VERIFY INLET LOCATIONS. CONSTRUCTION ENTRANCE/EXIT PER TC-1. INSTALL CONCRETE WASHOUT ROLL OFF BIN WITH LID REFER TO WM-8 FOR ADDITIONAL INFORMATION. SOLID WASTE MANAGEMENT AREA. CONTRACTOR TO DETERMINE EXACT LOCATION. CONTRACTOR STAGING AREA. CONTRACTOR TO DETERMINE EXACT LOCATION EROSION CONTROL KEY NOTES: SE-10 FIBER ROLLS SANDBAG BARRIER STORM DRAIN INLET PROTECTION CONSTRUCTION ENTRANCE/EXIT CONCRETE WASHOUT PROPOSED FLOW DIRECTION SOLID WASTE MANAGEMENT CONTRACTOR STAGING AREA PEDESTRIAN PATH OF TRAVEL TO REMAIN OPEN DURING CONSTRUCTION TEMPORARY CONSTRUCTION FENCING TEMPORARY PARKING FOR CONSTRUCTION VEHICLES CONSTRUCTION TRUCK ROUTE DIRECTION OF TRAVEL LEGNED: WM-8 SWM 1A2A NAME: ____________________ MAILING ADDRESS: ____________________ ____________________ EMAIL ADDRESS: ____________________ PHONE NUMBER: ____________________ 24-HOUR CONTACT: X X © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023 5 ZONING RESUBMITTAL 06-28-2023 6 FOR PERMIT 07-28-2023 7 PERMIT / ZONING RESUBMITTAL 11-27-2023 8 FOR BID 12-06-2023 9 PERMIT / ZONING RESUBMITTAL 03-21-2024 EROSION CONTROL PLAN C6.0 CEI # 222902 665
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1939 Harrison Street, Suite 320Oakland, CA 94612 No. 68283 C I V I L STAT E OF CA L I FORN I A REG I STERED PROFESS IONA L ENG I NEERRAYMOND L . BARRO SE-5 FIBER ROLLS WM-8 CONCRETE WASTE MANAGEMENT (E) CURB & GUTTER GRAVEL BAGS OVERLAP ONTO CURB GRAVEL BAGS CONSIST OF BURLAP SACK FILLED W/ 3/4" CRUSHED, CLEAN DRAIN ROCK FLOW(E) SIDEWALK NOTE: 3 LAYERS OF GRAVEL BAGS (BURLAP SACK FILLED WITH 34" CRUSHED DRAIN ROCK) OVERLAP ENDS OF GRAVEL BAGS. PLACE IN 3 LAYERS. TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT SE-10 STORM DRAIN INLET PROTECTION SE-8 SANDBAG BARRIER © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023 5 ZONING RESUBMITTAL 06-28-2023 6 FOR PERMIT 07-28-2023 7 PERMIT / ZONING RESUBMITTAL 11-27-2023 8 FOR BID 12-06-2023 9 PERMIT / ZONING RESUBMITTAL 03-21-2024 EROSION CONTROL DETAILS C6.1 CEI # 222902 666
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1939 Harrison Street, Suite 320Oakland, CA 94612 No. 68283 C I V I L STATE OF CA L I FORN I A REG I STERED PROFESS IONA L ENG I NEERRAYMOND L . BARRO GENERAL NOTES 1. CONSTRUCTION HOURS SHALL BE LIMITED TO: I. WEEKDAYS BETWEEN 7:00 AM AND 6:00 PM. II. SATURDAYS BETWEEN 9:00 AM AND 6:00 PM. III. SUNDAYS AND HOLIDAYS NO CONSTRUCTION PERMITTED. 2. WORK AND MATERIALS SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS AND STANDARDS OF THE AUTHORITIES HAVING JURISDICTION. IF STANDARDS ARE NOT PROVIDED BY THE AUTHORITIES HAVING JURISDICTION, WORK AND MATERIALS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. 3. THE CONTRACTOR SHALL CALL THE UNDERGROUND SERVICE ALERT ONE-CALL NUMBER 811 TWO BUSINESS DAYS PRIOR TO EXCAVATION. 4. INFORMATION ON EXISTING CONDITIONS AND BOUNDARIES / RIGHT OF WAY SHOWN ON THESE PLANS WAS OBTAINED FROM A SURVEY NOT PERFORMED BY COFFMAN ENGINEERS. NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND REQUIRED ELEVATIONS AT THE SUBJECT SITE. VERIFY THE LOCATION AND SIZE OF EXISTING UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION ACTIVITIES, INCLUDING UNDERGROUND AND OVERHEAD UTILITIES, UTILITY STRUCTURES, POINTS OF CONNECTION, AND UTILITY CROSSINGS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR EXCEPTIONS ENCOUNTERED PRIOR TO PROCEEDING. ANY COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF APPROVED CONSTRUCTION DOCUMENTS (INCLUDING ADDENDA) ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET THE REQUIREMENTS AND STANDARDS OF THE AUTHORITIES HAVING JURISDICTION. 7. ALL MATERIALS, REQUIRED FOR THE COMPLETE EXECUTION OF THE PROJECT, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 8. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, REFERENCES, AND TYPICAL DETAILS OF CONSTRUCTION. THE DRAWINGS DO NOT INDICATE EVERY CONDITION. WORK NOT FULLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE FULLY DETAILED. 9. THE CONTRACTOR SHALL OBTAIN THE APPROPRIATE APPROVALS AND PERMITS FROM THE AUTHORITIES HAVING JURISDICTION PRIOR TO PROCEEDING WITH CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL COORDINATE WITH THE AUTHORITIES HAVING JURISDICTION TO CONFIRM INSPECTION, TESTING, AND CERTIFICATION REQUIREMENTS. 10. CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). 11. EXISTING PROPERTY CORNERS AND SURVEY MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. ANY DAMAGED OR OBLITERATED CORNERS OR MONUMENTS SHALL BE RE-ESTABLISHED BY A PROFESSIONAL SURVEYOR AT THE CONTRACTOR'S EXPENSE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. COORDINATE REQUIREMENTS WITH THE AUTHORITIES HAVING JURISDICTION. 13. THE CONTRACTOR SHALL HAVE A SUPERINTENDENT OR REPRESENTATIVE ON SITE AT ALL TIMES DURING CONSTRUCTION. 14. SAFETY STANDARDS AND REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COMPLIED WITH AS SET FORTH BY OSHA. 15. CONTRACTOR SHALL LEAVE AN EMERGENCY PHONE NUMBER WITH THE POLICE AND FIRE DEPARTMENTS. 16. CONTRACTOR SHALL POST ON THE SITE, EMERGENCY TELEPHONE NUMBERS FOR PUBLIC WORK, AMBULANCE, POLICE AND FIRE DEPARTMENTS. 17. THE CONTRACTOR SHALL HAVE THE APPROPRIATE LICENSES TO PERFORM THE SPECIFIED WORK IN CONFORMANCE WITH THE AUTHORITIES HAVING JURISDICTION. 18. CONSTRUCTION EQUIPMENT SHALL BE PROPERLY MUFFLED. UNNECESSARY IDLING OF GRADING CONSTRUCTION EQUIPMENT IS PROHIBITED. 19. MAINTAIN EXISTING UTILITIES AND PROTECT THEM AGAINST DAMAGE DURING CONSTRUCTION. DO NOT INTERRUPT EXISTING UTILITIES SERVING ADJACENT OCCUPIED OR OPERATING FACILITIES UNLESS AUTHORIZED IN WRITING BY OWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO OWNER AND AUTHORITIES HAVING JURISDICTION. 20. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER AND OWNER. 21. AREAS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE CONSTRUCTED OR RESTORED TO ORIGINAL CONDITIONS OR BETTER, TO THE SATISFACTION OF THE OWNER, AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING CONDITIONS PRIOR TO CONSTRUCTION ACTIVITIES AND ANY DAMAGE THAT MAY OCCUR. 22. REMOVE WASTE MATERIALS AND DEBRIS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN AN EPA-APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 23. REFER TO ARCHITECTURAL AND STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING CONSTRUCTION OF STRUCTURES, ENCLOSURES, STAIRS, SIDEWALKS/PATHS, LANDINGS/PATIOS, FENCING, RAILING, AND GATES. 24. RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING SUBSURFACE UTILITIES AND IMPROVEMENTS AND NOTING AS-CONSTRUCTED CONDITIONS SHALL BE PROVIDED BY THE CONTRACTOR AT THE END OF CONSTRUCTION. TREE PROTECTION NOTES 1. UNLESS OTHERWISE NOTED, ALL TREES ARE TO BE PROTECTED IN PLACE. 2. LIMITS OF PROTECTION MEASURES SHALL BE NO LESS THAN THE DRIP LINE OF ANY TREE. CONTRACTOR TO PROVIDE TEMPORARY FENCING AROUND TREES AT DRIP LINES WITH FLUORESCENT FLAGGING TAPE AT EVERY 10 FEET BEFORE BEGINNING WORK. 3. TREE PROTECTION MEASURES MUST BE IMPLEMENTED BEFORE THE BEGINNING OF ANY WORK AND SHALL REMAIN UNTIL ALL WORK IS COMPLETED. 4. IF EXCAVATION AND TRENCHING SHOULD TAKE PLACE WITHIN TREE SITE, CONTRACTOR SHOULD CUT AS FEW ROOTS AS POSSIBLE AND CUT CLEANLY. CONTRACTOR TO PAINT CUT ROOTS WITH APPROVED DRESSING AND BACKFILL AS SOON AS POSSIBLE TO PREVENT DRYING. WATERING AND MAINTENANCE SHALL TAKE PLACE TO ENSURE TREE SURVIVAL. 5. STORAGE OF MATERIALS, EQUIPMENT, VEHICLES AND TOP SOIL IS NOT PERMITTED WITHIN TREE PROTECTION ZONE. 6. CITY ARBORIST MUST BE PRESENT FOR ANY WORK BEING DONE WITHIN THE VICINITY OF ANY TREE TO BE PROTECTED. DEMOLITION NOTES 1. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVING ADJACENT OCCUPIED OR OPERATING FACILITIES UNLESS AUTHORIZED IN WRITING BY OWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO OWNER AND AUTHORITIES HAVING JURISDICTION. 2. COORDINATE DEMOLITION OPERATIONS AND ANY REQUIRED UTILITY RELOCATIONS WITH THE OWNER AND APPROPRIATE UTILITY PURVEYOR, INCLUDING REQUIREMENTS AND SCHEDULING. 3. COORDINATE EXTENT OF DEMOLITION WITH PROPOSED IMPROVEMENTS. CONTRACTOR SHALL REVIEW THE PROJECT LIMITS TO DETERMINE THE QUANTITY AND TYPE OF DEMOLITION WASTE MATERIAL AND DEBRIS TO BE INCLUDED IN THEIR BID. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING, AND RELOCATING IF NECESSARY, ANY ITEMS NOT OTHERWISE NOTED THAT CONFLICT WITH THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTING ITEMS NOT SHOWN ON THE PLANS THAT MUST BE REMOVED OR RELOCATED. FAILURE TO NOTIFY THE ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF COST RESPONSIBILITY FOR REMOVING REQUIRED ITEMS. 4. COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 5. CONDUCT DEMOLITION ACTIVITIES AND DEBRIS REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, WALKWAYS, AND OTHER ADJACENT FACILITIES. 6. REMOVE OBSTRUCTIONS, TREES, SHRUBS, GRASS, AND OTHER VEGETATION TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVAL OF TREES AND SHRUBS WITHIN AREA OF NEW CONSTRUCTION SHALL INCLUDE DIGGING OUT STUMPS AND OBSTRUCTIONS AND GRUBBING ROOTS. REMOVAL OF TREES IN AREAS ADJACENT TO TREES THAT ARE TO REMAIN AND BE PROTECTED SHALL INCLUDE TREE REMOVAL AND GRINDING OF STUMP TO 3” BELOW FINISHED GRADE. STUMP AND ROOT REMOVAL IS NOT ALLOWED IN THESE AREAS TO PRESERVE HEALTH OF ADJACENT TREES. 7. ALL CONCRETE AND ASPHALT SURFACES INDICATED TO BE REMOVED, SHALL BE SAWCUT. EARTHWORK & GRADING NOTES 1. SITE PREPARATION, GRADING, EXCAVATION AND FILL REQUIREMENTS BELOW THE PROPOSED IMPROVEMENTS, EMBANKMENTS, AND UTILITY TRENCHING SHALL BE COMPLETED IN CONFORMANCE WITH CITY OF BELMONT STANDARD DETAILS AND SPECIFICATIONS, AND THE GEOTECHNICAL DATA REPORT FOR THE SUBJECT SITE. 2. EXAMINE EXPOSED SUBGRADES AND BASE SURFACES FOR COMPLIANCE WITH REQUIREMENTS FOR DIMENSIONAL, GRADING, AND ELEVATION TOLERANCES. PREVENT SURFACE WATER AND GROUNDWATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES AND BASE SURFACES, AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. PROTECT SUBGRADES AND BASE SURFACES FROM SOFTENING, UNDERMINING, WASHOUT, DAMAGE BY RAIN OR WATER ACCUMULATION, AND AGAINST FREEZING TEMPERATURES AND FROST. 3. REFER TO ARCHITECTURAL DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING ANY STEPS IN FINISH FLOOR ELEVATION, BASEMENT ELEVATION, AND EXTERIOR DOOR LOCATIONS. COORDINATE ARCHITECTURAL ELEVATIONS WITH SITE GRADING. 4. REFER TO LANDSCAPE DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING BERM ELEVATIONS, LANDSCAPE GRADING, LANDSCAPE DRAINS, PLACEMENT OF TOPSOIL, AND COORDINATION BETWEEN LANDSCAPING AND STORM WATER MANAGEMENT IMPROVEMENTS. 5. SPOT ELEVATIONS ARE FOR FINISH GRADE UNLESS OTHERWISE NOTED. 6. UNLESS ELEVATIONS AND/OR CONTOURS ARE OTHERWISE SHOWN, NEW FINISH GRADE SURFACES SHALL BE PLACED TO ALLOW FOR POSITIVE DRAINAGE TO RUNOFF COLLECTION DEVICES OR FACILITIES. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS. IF FIELD GRADE ADJUSTMENTS ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. GROUNDWATER OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE REPORTED TO THE GEOTECHNICAL ENGINEER FOR ASSESSMENT AND RECOMMENDATIONS. 8. ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS PRESENTED HERON OR ATTACHED HERETO. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND UNAPPROVED GRADING WORK SHALL BE REMOVED AND REDONE AT THE CONTRACTORS EXPENSE. 9. COMPACTION EFFORTS AND MASS GRADING SHALL BE MONITORED AND TESTED BY AN EXPERIENCED SOILS TECHNICIAN, UNDER THE SUPERVISION OF A LICENSED GEOTECHNICAL ENGINEER REPRESENTING THE OWNER. 10. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OR TRENCHING GREATER THAN 5 FEET IN DEPTH. 11. NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1). PAVING NOTES 1. DO NOT APPLY PAVEMENT MATERIALS IF SUBGRADE IS WET OR EXCESSIVELY DAMP, OR IF RAIN IS IMMINENT OR EXPECTED BEFORE TIME REQUIRED FOR ADEQUATE CURE. SURFACE AND AIR TEMPERATURES SHALL CONFORM TO REQUIREMENTS OF CALTRANS STANDARD SPECIFICATIONS. 2. COMPLY WITH CITY OF BELMONT STANDARD DETAILS AND SPECIFICATION FOR HOT MIX ASPHALT PAVEMENT. 3. WHERE NEW ASPHALT PAVEMENT JOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAWCUT TO A NEAT, VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION IN ACCORDANCE WITH CITY OF BELMONT STANDARD DETAILS AND SPECIFICATIONS. 4. COMPLY WITH CITY OF BELMONT STANDARD DETAILS AND SPECIFICATIONS REQUIREMENTS FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CEMENT CONCRETE PAVEMENT. 5. APPLY PAVEMENT MARKING MATERIALS TO CLEAN, DRY PAVEMENT SURFACES ACCORDING TO CITY OF BELMONT STANDARD DETAILS AND SPECIFICATIONS. PAVEMENT MARKINGS SHALL COMPLY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 6. CONSTRUCTION STAKING FOR CURB AND GUTTER, PAVEMENT GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE PROVIDED BY A SURVEYING OR ENGINEERING FIRM CAPABLE OF PERFORMING SUCH WORK. 7. STRIPING AND SIGN PARKING STALL PER ARCHITECT PLANS AND ADA REQUIREMENTS. ADA NOTES 1. ALL SITE WORK SHALL BE IN ACCORDANCE WITH TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE AND WITH THE AMERICANS WITH DISABILITIES ACT. 2. CURB RAMPS SHALL NOT EXCEED A SLOPE OF 1:12 (8.33%). 3. PATH OF TRAVEL TO BUILDINGS SHALL NOT EXCEED A SLOPE OF 1:20 (5%) UNLESS RAILINGS ARE SHOWN ON ARCHITECTURAL PLANS, IN WHICH CASE THE SLOPE SHALL NOT EXCEED 1:12 (8.33%). 4. A 2% MAXIMUM SLOPE LANDING SHALL BE PROVIDED AT PRIMARY ENTRANCES TO BUILDINGS, THE LANDINGS SHALL HAVE MINIMUM WIDTH OF 60" AND A MINIMUM DEPTH OF 60" WHEN THE DOOR OPENS INTO THE BUILDING, AND 42" PLUS WIDTH OF THE DOOR. 5. IF A DOOR SWINGS ONTO A TOP LANDING, THE MINIMUM LANDING DIMENSION SHALL BE NOT LESS THAN 42 INCHES CLEAR PLUS THE WIDTH OF THE DOOR IN ANY POSITION. 6. RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN SLOPES OF 1:20 (5%) AND 1:12 (8.33%), AND SHALL HAVE A MINIMUM WIDTH OF 48" AND A MAXIMUM CROSS-SLOPE OF 2%. RAMPS EXCEEDING 2'-6" VERTICAL SHALL HAVE INTERMEDIATE (2% MAXIMUM SLOPE) LANDINGS HAVING A MINIMUM LENGTH IN THE DIRECTION OF TRAVEL OF 60". BOTTOM LANDINGS AT CHANGES IN RAMP DIRECTION SHALL HAVE MINIMUM LENGTH OF 72". 7. MAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2%. MAXIMUM. MAXIMUM SLOPE WITHIN PARKING STALLS DESIGNATED AS ACCESSIBLE PARKING SHALL BE 2% IN ANY DIRECTION. 8. ALL SIDEWALK SHALL HAVE A 4' MINIMUM CLEAR WIDTH FOR ACCESSIBLE CONFORMANCE. UTILITY & DRAINAGE NOTES 1. DRAWING PLANS AND DETAILS INDICATE GENERAL LOCATION AND ARRANGEMENT OF UNDERGROUND UTILITY AND STORM DRAIN PIPING. LOCATION AND ARRANGEMENT OF PIPING LAYOUT TAKE DESIGN CONSIDERATIONS INTO ACCOUNT. INSTALL PIPING AS INDICATED, TO EXTENT PRACTICAL. WHERE SPECIFIC INSTALLATION IS NOT INDICATED, FOLLOW PIPING MANUFACTURER'S WRITTEN INSTRUCTIONS AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 2. UTILITIES SHALL BE STUBBED FIVE (5) FEET OUTSIDE OF THE BUILDING. THE SITE CONTRACTOR SHALL COORDINATE CONTINUATION OF UTILITY SERVICES AND UTILITY CONNECTIONS TO THE BUILDING WITH THE BUILDING CONTRACTOR AND BUILDING PLANS. A PLUG OR CAP SHALL BE INSTALLED AT THE END OF SERVICE LINES UNTIL SUCH TIME THAT SERVICE IS EXTENDED TO THE BUILDING FOR CONNECTION. 3. REFER TO ARCHITECTURAL AND MECHANICAL DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING ROOF DRAINS AND CANOPY DRAINS. 4. REFER TO ELECTRICAL PLANS FOR INFORMATION REGARDING SITE LIGHTING, POWER, AND COMMUNICATIONS. COORDINATE REQUIREMENTS AND SCHEDULING FOR POWER AND UTILITY INSTALLATIONS WITH UTILITY PURVEYOR, INCLUDING TRENCH EXCAVATION, BEDDING, AND BACKFILL REQUIREMENTS. 5. REFER TO FIRE PROTECTION PLANS FOR ADDITIONAL INFORMATION REGARDING FIRE SUPPRESSION IMPROVEMENTS. 6. FOR EACH TYPE OF PIPE, USE JOINING MATERIALS RECOMMENDED BY PIPING SYSTEM MANUFACTURER, UNLESS OTHERWISE INDICATED. 7. CONNECT UTILITY PIPING TO EXISTING SYSTEM ACCORDING TO REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. ARRANGE WITH THE GOVERNING REGULATORY AGENCY OR UTILITY COMPANY FOR TAP OF SIZE AND IN LOCATION INDICATED. COORDINATE REQUIREMENTS AND SCHEDULING WITH AUTHORITIES HAVING JURISDICTION. 8. COMPLY WITH NFPA 24 FOR FIRE SUPPRESSION SYSTEM PIPING MATERIALS AND INSTALLATION. 9. BURY PIPING WITH DEPTH OF COVER IN COMPLIANCE WITH REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE WITH THE AUTHORITIES HAVING JURISDICTION FOR ALL REQUIREMENTS AND TO CONFIRM THAT AN ADEQUATE DEPTH OF COVER IS MAINTAINED OVER THE UTILITIES, INCLUDING CLEARANCES BETWEEN THE VARIOUS UTILITIES. 10. INSTALL PRESSURIZED UNDERGROUND PIPING WITH RESTRAINED JOINTS AT HORIZONTAL AND VERTICAL CHANGES IN DIRECTION. RESTRAINMENT SHALL COMPLY WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 11. CONTRACTOR SHALL MAINTAIN A MINIMUM TEN (10) FEET OF HORIZONTAL SEPARATION BETWEEN WATER PIPE AND PIPE CARRYING NON-POTABLE WATER. AT CROSSINGS, PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN WATER PIPE (ABOVE) AND PIPE CARRYING NON-POTABLE WATER (BELOW). INSTALLATIONS FOR PIPE CARRYING NON-POTABLE WATER MAY BE INSTALLED AT A CLEARANCE LESS THAN THOSE STATED ABOVE IF THE NON-POTABLE LINE IS SLEEVED. THE SLEEVE PIPE SHALL BE ONE (1) SIZE LARGER THAN THE CONSTRUCTION PIPE. THE SLEEVE SHALL BE AT LEAST TWENTY (20) FEET IN LENGTH AND CENTERED ON THE CROSSING TO PROVIDE FOR A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET EACH SIDE OF THE CROSSING, MEASURED PERPENDICULAR TO THE CROSSED LINE. EACH END OF THE SLEEVE SHALL BE SEALED WITH A FERNCO RUBBER COUPLER. 12. UTILITY PIPE AND CONDUITS SHALL BE INSTALLED WITH CONTINUOUS WARNING TAPE DIRECTLY OVER PIPING AT DEPTHS IN COMPLIANCE WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND AT OUTSIDE EDGE OF UNDERGROUND STRUCTURES. USE DETECTABLE WARNING TAPE OVER NONFERROUS PIPING. 13. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PURVEYOR REGARDING NATURAL GAS IMPROVEMENTS, INCLUDING TRENCH EXCAVATION, BEDDING, AND BACKFILL REQUIREMENTS. INSTALLATION OF THE NATURAL GAS LINE FROM THE POINT OF CONNECTION UP TO AND INCLUDING THE METER SHALL BE BY THE UTILITY PURVEYOR. COORDINATE REQUIREMENTS AND SCHEDULING WITH THE UTILITY PURVEYOR. 14. FIELD QUALITY CONTROL SHALL COMPLY WITH THE AUTHORITIES HAVING JURISDICTION. INSPECT, TEST, DISINFECT, AND CLEAN UTILITY LINES IN ACCORDANCE WITH REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023 5 ZONING RESUBMITTAL 06-28-2023 6 FOR PERMIT 07-28-2023 7 PERMIT / ZONING RESUBMITTAL 11-27-2023 8 FOR BID 12-06-2023 9 PERMIT / ZONING RESUBMITTAL 03-21-2024 SPECIFICATIONS & GENERAL NOTES C7.0 CEI # 222902 667
www.coffman.com ph 510.251.9578
1939 Harrison Street, Suite 320Oakland, CA 94612 No. 68283 C I V I L STAT E OF CA L I FORN I A REG I STERED PROFESS IONA L ENG I NEERRAYMOND L . BARRO STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION RAISED TRUNCATED DOME CURB RAMP DETAILS RAISED TRUNCATED DOME PATTERN (IN-LINE) DETECTABLE WARNING SURFACE 4'-2" Min RETAINING CURB IF NECESSARY AT EDGE OF SIDEWALK CASE B FRONT EDGE OF SIDEWALK BB

CROSSWALK IF PROVIDED CROSSWALK IF PROVIDED AA
Max
1:1 Typ 1:1 Typ
4'-2" Min CASE D FRONT EDGE OF SIDEWALK PLANTING AREA FRONT EDGE OF SIDEWALK 4'-2" Min 4'-2" Min CASE E AA 6" Typ A
Max CASE A 4'-2" Min
6" Typ5'-0" Min A

SIDEWALK

LANDING

FLARE RAMP
FLARE SIDEWALK SIDEWALK SIDEWALK SIDEWALK DETAIL A 1.5% Max

7.5% 7.5% Max 7.5% Max

7.5% Max

7.5%

7.5% Max 1.5% Max

1.5% Max

1.5% Max 1.5% Max 1.5% Max 1.5% Max T SECTION C-C 7.5% Max 1.5% Max T 4'-2" Min SECTION B-B Depress entire sidewalk as required ROUNDED IF NECESSARY RETAINING CURB 1.5% Max T 7.5% Max 4'-2" Min SECTION A-A ROUNDED TOP OF RAMP CC Max Max FRONT EDGE OF SIDEWALK CASE CRETAINING CURB IF NECESSARY AT EDGE OF SIDEWALK 5'-0" Min SIDEWALK 7.5% 7.5%

1.5% Max 1.5% Max

1.5% Max

1.5% Max TYPICAL TWO-RAMP CORNER INSTALLATION FLARE FLARE CROSSWALK IF PROVIDED CROSSWALK IF PROVIDED 4'-2" Min RAMP LANDING SIDEWALK WHERE A FLARED SIDE OCCURS PROVIDE 2'-0" Min OF CURB WHERE A FLARED SIDE OCCURS PROVIDE 2'-0" Min OF CURB TYPICAL ONE-RAMP CORNER INSTALLATION DETAIL B FLARE RAMP FLARE Gutter not shown 9.0% Max AT CURB 9.0% Max AT CURB 9.0% Max AT CURB 9.0% Max AT CURB 9.0% Max AT CURB 9.0% Max AT CURB 9.0% Max AT CURB 6" Typ FRONT EDGE OF SIDEWALK SEE NOTE 8 SEE NOTE 8 TOP OF RAMP 9.0% Max AT CURB

1.5% Max 4'-2" Min

1.5% Max GUTTER FLOWLINE SEE NOTE 8 GUTTER FLOWLINE RETAINING CURB IF NECESSARY GUTTER FLOWLINE See Note 1 See Notes 1 and 3 2.3" Min AND 2.4" Max CENTER TO CENTER SPACING

0.2" SIDEWALK SEE NOTE 10 SEE NOTE 10 SEE NOTE 10 See Note 10 SEE NOTE 10 FRONT EDGE OF SIDEWALK

PLANTING
AREA
4'-2" Min

PLANTING
AREA RETAINING CURB FRONT EDGE OF SIDEWALK CASE F CASE G RETAINING CURB (BOTH SIDES OF RAMP) A A 6" Typ 6" Typ SIDEWALK SIDEWALK

7.5% Max

7.5% Max 1.5% Max 1.5% Max 1.5% Max 4'-2" Min 4'-2" Min See Note 4 9.0% Max AT CURB

1.5% Max
4'-2" Min SEE NOTE 10 SEE NOTE 10 0.9" Min AND 0.92" Max BASE Dia 0.45" Min AND 0.47" Max TOP Dia GUTTER PAN TRANSITION TYPICAL GUTTER PAN APPLIES TO ALL CASES CURB PAVEMENT SEE NOTE 9 SEE NOTE 8 GUTTER IN FRONT OF DETECTABLE WARNING SEE NOTE 9 TRANSITION TRANSITION NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 6" Min HIGH RETAINING CURB 6" Min HIGH RETAINING CURB SEE NOTE 10 CURB TO MATCH RAMP SLOPE 3'-0" Typ 3'-0" Typ 1.5% Max 1.5% Max 1.5% Max 4'-2" Min 1.5% Max 1.5% Max A A 1.5% Max RETAINING CURB (BOTH SIDES OF RAMP) 1.5% Max As site conditions dictate, Case A through Case G curb ramps may be used for corner installations similar to those shown in Detail A and Detail B. The case of curb ramps used in Detail A do not have to be the same. Case A through Case G curb ramps also may be used at mid block locations, as site conditions dictate. For specific site condition configuration, including the conform to existing sidewalk, see Project Plans. If distance from curb to back of sidewalk is too short to accommodate ramp and 4'-2" platform (landing) as shown in Case A, the sidewalk may be depressed longitudinally as in Case B or C or may be widened as in Case D. When ramp is located in center of curb return, crosswalk configuration must be similar to that shown for Detail B. As site conditions dictate, the retaining curb side and the flared side of the Case G ramp shall be constructed in reversed position. The ramp portion of the curb ramp is a typical rectangle, unless modified in the Project Plans. Side slope of ramp flares vary uniformly from a maximum of 9.0% at curb to conform with longitudinal sidewalk slope adjacent to top of the ramp, except in Case C and Case F. The adjacent surfaces at transitions at curb ramps to walks, gutters, and streets shall be at the same level. Counter slopes of adjoining gutters and road surfaces immediately adjacent to and within 24 inches of the curb ramp shall not be steeper than 1V:20H (5.0%). Gutter pan slope shall not exceed 1" of depth for each 2'-0" of width. Transition gutter pan slope from 1" of depth for each 2'-0" of width to match typical gutter pan slope per Standard Plan A87A. The detectable warning surface will be a rectangle as shown at back of curb, unless modified in the Project Plans. Curb ramps shall have a detectable warning surface that extends the full width and 3'-0" depth of the ramp. Detectable warning surfaces shall extend the full width of the ramp except a maximum gap of 1 inch is allowed on each side of the ramp. Detectable warning surfaces shall conform to the requirements in the Standard Specifications. Sidewalk and ramp thickness "T", shall be 31/2" minimum. Utility pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb ramp will be relocated or adjusted to grade by the owner prior to, or in conjunction with, curb ramp construction. Detectable warning surface may have to be cut to allow removal of utility covers while maintaining detectable warning width and depth. 2022 STANDARD PLAN A88A A88A
157 NO SCALE 6-24-22 DEPARTMENT OF TRANSPORTATION STATE OF CALIFORNIA ACCESSIBLE PARKING OFF-STREET 1-25 26-50 51-75 76-100 101-150 151-200 201-300 301-400 401-500 501-1000 123456789 TABLE A See Notes 2 and 6 9'-0" Min SINGLE PARKING STALL SIGN R7-8b, 9'-0" Min 9'-0" Min DOUBLE PARKING STALL ~ 2'-0" Min UNOBSTRUCTED AREA SEE NOTE 3 SEE NOTE 3 SEE NOTE 9 REGULAR NON-ACCESSIBLE PARKING STALL SEE NOTE 9 4" WHITE LINE 18'-0" Min 18'-0" Min 4" BLUE LINE BORDERS ISA PARKING SIGN, SEE NOTES 2 AND 13 ISA PARKING SIGN, SEE NOTE 13 18'-0" Min DIAGONAL DOUBLE PARKING STALLS 4"SEE NOTE 3 5'-0" Min BETWEEN REGULAR ACCESSIBLE PARKING STALLS 8'-0" Min TO THE RIGHT OF EACH VAN ACCESSIBLE PARKING STALL, SEE NOTES 2 AND 12 9'-0" Min 9'-0" Min 18'-0" Min ISA PARKING SIGN, SEE NOTE 13 ISA PARKING SIGN, SEE NOTES 2 AND 13 CURB RAMP, SEE NOTE 7 RETAINING CURB IF NECESSARYBLUE BACKGROUND WHITE BORDER ISA MARKING, 5'-0" Min FOR REGULAR ACCESSIBLE PARKING STALL 8'-0" Min FOR VAN ACCESSIBLE PARKING STALL, SEE NOTES 2, 11 AND 12 SIGN R99 (CA)
SIGN R99C (CA), See Note 6 PLAQUE R99B (CA)
SIGN R99 (CA) with PLAQUE R99B (CA), See Note 6 4" WHITE LINE DIAGONALS AT 3'-0" Max CENTERS, SEE NOTE 8 4" WHITE LINE DIAGONALS AT 3'-0" Max CENTERS, SEE NOTE 8 4" WHITE LINE DIAGONALS AT 3'-0" Max CENTERS, SEE NOTE 8 RETAINING CURB IF NECESSARY SIDEWALK 4" WHITE LINE LINE BORDERS SEE NOTE 9 4" BLUE WHITE LINE CURB SIDEWALK SEE NOTE 3 4" WHITE LINE CURB RAMP, SEE NOTE 7 WHITE ISA SIDEWALK LINE BORDERS 4" BLUE 2 PERCENT OF TOTAL 20 PLUS 1 FOR EACH 100 OR CURB DETAIL A ISA MARKING AT REAR LIMITS OF STALL, SEE DETAIL A ISA MARKING AT REAR LIMITS OF STALL, SEE DETAIL A ISA MARKING AT REAR LIMIT OF STALL, SEE DETAIL A ISA MARKING AT REAR LIMIT OF STALL, SEE DETAIL A ISA PARKING SIGN, SEE NOTES 2 AND 13 2'-0" Min UNOBSTRUCTED AREA SEE NOTE 3 FRACTION THEREOF OVER 1000 TOTAL NUMBER OF PARKING SPACES PROVIDED IN PARKING FACILITY ACCESSIBLE PARKING SPACES MINIMUM NUMBER OF REQUIRED 1001 AND OVER ISA - International Symbol of Accessibility NOTES: LEGEND See Standard Plan A24C 2'-0" 2'-0" SEE NOTE 3 A 5'-0" Min BETWEEN REGULAR ACCESSIBLE PARKING STALLS 8'-0" Min TO THE RIGHT OF EACH VAN ACCESSIBLE PARKING STALL, SEE NOTES 2 AND 12 CURB RAMP, SEE NOTE 7 2022 STANDARD PLAN A90A A90A 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Accessible parking spaces serving a particular building shall be located on the shortest accessible route of travel from adjacent parking to an accessible entrance. In parking facilities that do not serve a particular building, accessible parking shall be located on the shortest accessible route of travel to an accessible pedestrian entrance of the parking facility. One in every six accessible off-street parking stalls, but not less than one, shall be served by an accessible aisle of 8'-0" minimum width and shall be signed van accessible. The R7-8b sign shall be mounted below the R99B (CA) plaque or the R99C (CA) sign. In each parking stall, a curb or parking bumper shall be provided if required to prevent encroachment of vehicles over the required width of walkways. Parking stalls shall be so located that persons with disabilities are not compelled to wheel or walk behind parked vehicles other than their own. For more parking bumper requirements, see the Standard Specifications. Parking spaces and access aisles shall be level with surface slopes not exceeding 1.5% in all directions. Table A shall be used to determine the required number of accessible parking stalls in each parking lot or garage. Where Plaque R99B (CA), Sign R99C (CA) or Sign R7-8b are installed, the bottom of the sign or plaque panel shall be a minimum of 7'-0" above the surrounding surface. Curb ramps shall conform to the details shown on Standard Plan A88A. Blue paint, instead of white may be used for marking accessibility aisles in areas where snow may cause white markings to not be visible. The words "NO PARKING", shall be painted in white letters no less than 1'-0" high and located so that it is visible to traffic enforcement officials. See Standard Plan A90B for details of the "NO PARKING" pavement marking. A R100B (CA) sign shall be posted in a conspicuous place at each entrance to off-street parking facilities or immediately adjacent to and visible from each stall. The sign shall include the address where the towed vehicle may be reclaimed and the telephone number of the local traffic law enforcement agency. Where a single (non-van) accessible parking space is provided, the loading and unloading access aisle shall be on the passenger side of the vehicle as the vehicle is going forward into the parking space. Where a van accessible parking space is provided, the loading and unloading access aisle shall be 8'-0" wide minimum, and shall be on the passenger side of the vehicle as the vehicle is going forward into the parking space. Accessible Parking Only Sign shall be Sign R99C (CA) or Sign R99 (CA) with Plaque R99B (CA). 159
Parking lot or garage, See Note 6 OFF-STREET PARKING SIGNS NO SCALE 6-24-22 © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023 5 ZONING RESUBMITTAL 06-28-2023 6 FOR PERMIT 07-28-2023 7 PERMIT / ZONING RESUBMITTAL 11-27-2023 8 FOR BID 12-06-2023 9 PERMIT / ZONING RESUBMITTAL 03-21-2024 STANDARD DETAILS C8.0 CEI # 222902 12" (MIN) CLASS 2 PERMEABLE CALTRANS SPECIFICATION 68-2.02F(3) 6" (MIN) PONDING DEPTH NON-FLOATABLE MULCH SEE LANDSCAPE FOR DETAIL CONCRETE (4" THICK MIN.) CLASS II AB (4" THICK MIN.) COMPACTED TO 95% PER ASTM D1557 COMPACTED SUBGRADE COMPACTED TO 95% PER ASTM D1557 (12" THICK MIN.) #4 BARS @ 16" O.C. EACH WAY NOTE: PROVIDE JOINTS AT A DISTANCE EQUAL TO THE SIDEWALK WIDTH OR 5' ON CENTERS, WHICHEVER IS LESS, AND CONTINUOUS ACROSS THE SLAB. PROVIDE DOWELS (INTO SIDEWALK) PER SPECIFICATIONS. B CONCRETE SIDEWALK SECTION NOTES: VERIFY IN FIELD EXISTING PAVEMENT SECTION. MATCH (E) AC PAVEMENT (3" THICK MIN.) COMPACTED TO 95% PER ASTM D1557 MATCH (E) CLASS II AB (5.5" THICK MIN.) COMPACTED TO 95% PER ASTM D1557 COMPACTED SUBGRADE. COMPACTED TO 95% PER ASTM D1557 (12" THICK MIN.) A AC PAVEMENT SECTION C CONCRETE JOINTS 668
www.coffman.com ph 510.251.9578
1939 Harrison Street, Suite 320Oakland, CA 94612 No. 68283 C I V I L STAT E OF CA L I FORN I A REG I STERED PROFESS IONA L ENG I NEERRAYMOND L . BARRO © 2024 ERDMAN COMPANY Drn: Chk: Sheet Name Sheet Number JOB # 674300 One Erdman Place Suite 300 Madison, Wisconsin 53717 Phone: (608) 410-8000 FAX: (608) 410-8500 ERDMAN COMPANY Architectural Services Provided By: ERDMAN COMPANY Engineering Services Provided By: ERDMAN COMPANY Lic. No. 194614 Contractor Services Provided By: AMERICAN HEALTHCARE REIT VISTA TERRACE OF BELMONT MEMORY CARE BELMONT, CA J.Osterhout R.Barro Document Release No. Description Date 4 ZONING APPLICATION SET 02-08-2023 5 ZONING RESUBMITTAL 06-28-2023 6 FOR PERMIT 07-28-2023 7 PERMIT / ZONING RESUBMITTAL 11-27-2023 8 FOR BID 12-06-2023 9 PERMIT / ZONING RESUBMITTAL 03-21-2024 CONSTRUCTION BEST MANAGEMENT PRACTICES C9.0 CEI # 222902 669
TEL
VAN
NO
PARKING COVER SHEET L A N D S C A P E PLANS L-3C
·········
“
” L-0.0

AMERICA HEALTHCARE REIT VISTA

TERRACE OF BELMONT MEMORY CARE
1041 HILL ST. BELMONT. CA. 94002
APN: 045-15-2540
WKeith Willig
Landscape Architecture, Inc.
899 Santa Cruz Ave. Suite 206,
Menlo Park, CA 94025
(P) 650.326.2294 License #3851 SHEET NO. OF SHEETS drawn by: CM11/27/2023 review by: KW revision: scale: date:
8 notes:

NOT FOR CONSTRUCTION
1 NA
670
TEL
NO
PARKING tree protection fence tree protection fence L-0.1 2DEMO AND TREE PROTECTION PLAN 3/32"=1'-0"

AMERICA HEALTHCARE REIT VISTA

NOT FOR CONSTRUCTION
671
TEL
NO
PARKING L-2.0

AMERICA HEALTHCARE REIT VISTA

NOT FOR CONSTRUCTION
3HYDROZONE PLAN
·········
“
” 3/32"=1'-0"
672
TEL
NO
PARKING L-2.1

AMERICA HEALTHCARE REIT VISTA

NOT FOR CONSTRUCTION
4IRRIGATION PLAN
“
”
~
··· 3/32"=1'-0"
~
~
~
~
~
~
~
673
TEL
NO
PARKING L-3.0
5PLANTING PLAN
’
” 3/32"=1'-0"

AMERICA HEALTHCARE REIT VISTA

NOT FOR CONSTRUCTIONac ARTEMISIA CALIFRONICA 'MONTARA' MONTARA SAGEBUSH 5 gal 3-6' 1-2' LOW FAST YES YES 3 RC RHAMNUS CALIFORNICA COFFEEBERRY 5 gal 5-15' 6-15' LOW MODERATE YES YES 11 tl TRICHOSTEMA LANATUM WOOLLY BLUE CURLS 5 gal 10' 5' VERY LOW FAST YES YES 7 HM Heuchera micrantha CREVICE ALLUMROOT 1 gal 1' 1 - 3' MODERATE FAST YES YES 56 id IRIS DOUGLASIANA DOUGLAS IRIS 1 gal 2-4' .6-2.6' LOW FAST / MODERATE YES YES 32 jp JUNCUS PATENS 'ELK BLUE' ELK BLUE CALIFORNIA GRAY BUSH 1 gal 4-6' 2-3' LOW FAST YES YES 84 lc LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE WILD RYE 1 gal 4-6' 2-3' LOW FAST YES YES 28 CCA CERCIS canadensis eaSTERN REDBUD 24" box 10 ' 15' 10 - 20' VERY LOW MODERATE YES YES 1 674
L-3.1

AMERICA HEALTHCARE REIT VISTA

NOT FOR CONSTRUCTION
6PLANTING PALETTENA
675
L-5.0

AMERICA HEALTHCARE REIT VISTA

NOT FOR CONSTRUCTION
7PLANTING AND IRRIGATION DETAILSNA
®
®®®
®®
®
®®
®
®
676
L-6.0

AMERICA HEALTHCARE REIT VISTA

NOT FOR CONSTRUCTION
8BEST MANAGEMENT PRACTICES NA
677
Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
678
CR
CR
EH
UP
UP
CR
CR
CR
EH
CR
CR
x
CB
CB
78 82
84 86
88 92
94 96
86 86
86 80
90 90
CB
88 92
94 96
98 86
86 90
8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 3' - 9 1/2" 8' - 6" 8' - 6" 5' - 6 1/2" 8' - 6" 8' - 6" 8' - 6" 3' - 3"

DRIVE AISLE FOR PARKING STALLS
24' - 0" 18' - 0"
1' - 8"
1' - 6"
8' - 6" 8' - 6" 1' - 4" 8' - 6" 8' - 6" 8' - 6" 1' - 6" 8' - 6" 8' - 6" 8' - 6" 1' - 7" 8' - 6" 9' - 0" 5' - 0" 1' - 10 3/4"
18' - 0"
D

RIVE AISLE FO

R ENTERING

GARAGE (NOT PARKING)
20' - 0"

EXISTING SITE RETAINING WALL
5' - 4"
2 YARD
TRASH
3 YARD

RECYCLE
20' - 0"
12' - 0"
20' - 0"
12' - 0"
25' LONG X 10' WIDE SHUTTLE

BUS PARKING

PUSH OUT SERVICE FOR

SOLID WASTE CONTAINERS

ON COLLECTION DAY

FDC CONNECTION

BOLLARD

REAR-LOADING SOLID WASTE

COLLECTION TRUCK
LEVEL 1
LEVEL 2

RED DASHED LINE
INDICATES 3-POINT

TURN FOR CAR IN

FURTHEST SPACE

CIRCLE INDICATES BIKE
RACK FOR 2 BIKES
PARKING FOR 1 BIKE AT

THIS BIKE RACK

OPEN TO BELOW

OPEN TO BELOW
97' - 0"

GENERATOR
FIRE
121

90.00°
18' - 0" 3' - 0" 24' - 0" 18' - 0"
150.00°
3 AS102
NO

PARKING
14' - 2"

NO PARKING
8 24' - 0"

EXISTING COVERED PARKING STALLS TO REMAIN (NO WORK IN THIS AREA)

ACCESSIBLE ENTRY TO

ASSISTED LIVING

BUILDING

ACCESSIBLE ENTRY TO

MEMORY CARE

BUILDING

DASHED RED LINE

INDICATES ACCESSIBLE
PATH FROM R.O.W. TO

BOTH BUILDING

ENTRANCES
8' - 6" 7' - 0 1/4" 8' - 0" 1' - 11 3/4"
17' - 0"
22' - 0" 18' - 0"

EXISTING PLANTER TO

REMAIN (NO WORK IN

THIS AREA)
86' - 9"

TRANSFORMER

EXISTING ASSISTED

LIVING BUILDING

HATCH AREA INDICATES

EXISTING SCORD

CONCRETE TO BE

REPLACED WITH

ASPHALT
9' - 5 1/4"
3' - 3"
4' - 0"
CO

MPACT STALLS
16' - 0"

DRIVE AISLE
24' - 0"

SIDEWALK
4' - 0"
LINE INDICATES NEW 6"
CURB

DASHED LINE INDICATES

EXISTING EDGE OF SLAB

OPEN PARKING STRUCTURE
010 VESTIBULE
001

PASSENGER DROP OFF AND

LOADING AREA
8' - 6" 5' - 0" 12' - 0"

THE SIDEWALK SERVES AS THE

SITE ACCESSIBLE PATH AND
SHALL BE 4'-0" CLEAR MIN. AND

HAVE A RUNNING SLOPE OF
NOT MORE THAN 1:20 AND A

CROSS SLOPE OF NOT MORE
THAN 1:48 PER CBC 11B-403.3.

SEE CIVIL DRAWINGS FOR
GRADING INFORMATION.
8 EXISTING SIDEWALK IS FLUSH

WITH DRIVE AISLE
5' - 10"
TRANSITION FROM 6" CURB TO

NO CURB

EXISTING SIDEWALK IS FLUSH

WITH DRIVE AISLE

ACCESSIBLE VAN ACCESS AISLE IS FLUSH

WITH SIDEWALK SO CURB AND DETECTABLE
WARNINGS ARE NOT REQUIRED.
8 8

PASSENGER DROP OFF AND

LOADING AREA ACCESS AISLE

IS FLUSH WITH SIDEWALK SO

CURB AND DETECTABLE
WARNINGS ARE NOT REQUIRED.
8 2
AS102

WHEELSTOPNO PARKING
VAN
1' - 9"
5 AS102
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:08:44 PM

PARKING AND

LAYOUT PLAN
AS101
DPerrault IWallace
SCALE: 1/8" = 1'-0"
LEVEL 1 - UPPER LEVEL PARKING AND LAYOUT PLAN 1
SCALE: 1/8" = 1'-0"
LEVEL LL - LOWER LEVEL PARKING AND LAYOUT PLAN 2
Document Release
No. Description Date
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
679

IDENTIFICATION SIGN

1. LOCATE IN CIRCULATION PATH AT
80" MIN. ABOVE FLOOR MEASURED

TO THE BOTTOM OF THE SIGN PER
CBC 11B-502.6.

2. INCLUDE THE DESIGNATION "VAN
ACCESSIBLE".

3. SIGN SHALL BE REFLECTORIZED
WITH MIN. AREA OF 70 SQUARE
INCHES PER 11B-502.6.1

4. ADDITIONAL LANGUAGE ON SIGN
SHALL STATE "MINIMUM FINE $250"
PER 11B-502.6.2.
3" WIDE PAINTED

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY (WHITE

ON BLUE BACKGROUND)
PER CBC 11B-703.7.2.1.
12' - 0" 5' - 0"
4' - 6" 3' - 0" 4' - 6"
3' - 6"
3" WIDE PAINTED ACCESS

AISLE BORDERLINE (BLUE),

MEASURED TO CENTERLINE

OF WIDTH AND EDGE OF
LENGTH PER CBC 11-B-502.1 NO
PARKING 12" LETTERING (WHITE)
3" WIDE PAINTED

DIAGONAL STRIPING AT
3' O.C. (WHITE)
3' - 0"
8' - 0"

CONCRETE WHEEL
STOP
CLCLCL
3' - 0" 3' - 0"

DETECTABLE WARNING
STRIP
6 AS102

EXISTING SITE WALL
5' - 0" 9' - 0"
3' - 0" 3' - 0" 3' - 0"
3' - 6"
4' - 0"
NO

PARKING

MOUNT SIGN ON WALL
2' - 0"
18' - 0"
CL
WALL
CLCL

1. PROVIDE SIGN BELOW INTERNATIONAL SYMBOL OF
ACCESSIBILITY THAT STATES "MINIMUM FINE $250" PER
11B-502.6.2

2. PROVIDE PARKING SPACE IDENTIFICALTION SIGN VISIBLE FROM EACH PARKING SPACE PER 11B-502.6.3. SIGNS HSALL BE

PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE

PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE
WIDTH AT THE HEAD END OF HTE PARKING SPACE. SIGNS MAY

ALSO BE PERMENTLY POSTED ON A WALL AT THE INTERIOR END
OF THE PARKING SPACE.

3. PROVIDE SURFACE IDENTIFICATION COMPLYING WTHI EITHER SECTION 11B-502.6.4.1 OR 11B-502.6.4.2 AT EACH ACCESSIBLE

CAR AND VAN SPACE
11B-502.6.4.1 - THE PARKING SPACE SHALL BE MARKED WITH AN

INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING
WITH SECTION 11B-703.7.2.1 IN WHITE ON A BLUE BACKGROUND A MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH. THE CENTERLINE OF THE ISA SHALL BE A MAXIMUM OF 6 INCHES FROM THE

CENTERLINE OF THE PARKING SAPCE, ITS SIDES PARALLEL TO

THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER

AT, OR LOWER SIDE ALIGNED WITH , THE END OF THE PARKING SPACE LENGTH.
11B-502.6.4.2 - THE PARKING SPACE SHALL BE OUTLINED IN BLUE

OR PAINTED BLUE AND SHALL BE MARKED WITH AN

INTERNATIONAL SYMBOL OR ACCESSIBILIEY TCOMPLYING WITH
SECTION 11B-703.7.2.1 A MINIMUM 36 INCHES WIDE BY 36 INCHES HIGH IN WHITE OR A SUIABLE CONTRASTING COLOR. THE
CENTERLINE OF THE ISA SHALL BE A MAXIMUM OF 6 INCHES

FROM THE CENTERLINE OF THE PARKING SAPCE, ITS SIDES

PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS

LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH , THE END OF THE PARKING SPACE LENGTH.
3" WIDE PAINTED

ACCESS AISLE

BORDERLINE (BLUE)
3" WIDE PAINTED

DIAGONAL STRIPING AT
3' O.C. (WHITE)
8' - 0" 5' - 0"
20' - 0"
96" WIDE X 20' LONG

VEHICLE PULL UP

SPACE DOES NOT

REQUIRE SIGNAGE OR

STRIPING PER CBC
11B-503.2

LETTERING INIDCATING
"NO PARKING" IS NOT

REQUIRED PER CBC
11B-503

CIRCLE INDICATES

EXISTING SCORE LINE

BETWEEN NEW PAVING
AND EXISTING PAVING.

EXISTING PAVING
CLCL

EXTEND ACCESS AISLE

TO TERMINATE AT

DETECTABLE WARNING

STRIP PER PLAN

PROVIDE DETECTABLE WARNINGS AT BLENDED TRANSITIONS PER CBC 11B-247.1.2.5 & 11B-705:

1. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 INCH MINIMUM AND 0.92 INCH MAXIMUM, A TOP DIAMETER OF 0.45 INCH MINIMUM AND 0.47 INCH MAXIMUM, AND A HEIGHT OF 0.2 INCH.

2.TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A CENTER-TO-CENTER SPACING OF 2.3 INCHES MINIMUM AND 2.4 INCHES MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH

MINIMUM, MEASURED BETWEEN THE MOST ADJACENT DOMES ON A
SQUARE GRID.

3.DETECTABLE WARNING SURFACES SHALL COMPLY WITH SECTION 11B-705.1.1.3.1. THE MATERIAL USED TO COMPLY WITH THIS SECTION

SHALL BE AN INTEGRAL PART OF THE DETECTABLE WARNING
SURFACE.

4. DETECTABLE WARNING SURFACES SHALL BE YELLOW AND
APPROXIMATE 33538 OF SAE AMSSTD-595A.

5.DETECTABLE WARNING SURFACES SHALL PROVIDE A 70 PERCENT MINIMUM VISUAL CONTRAST WITH ADJACENT WALKING SURFACES.

CONTRAST IN PERCENT SHALL BE DETERMINED BY:

CONTRAST PERCENT = [(B1-B2)/B1] × 100 WHERE
B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA.

EXCEPTION: WHERE THE DETECTABLE WARNING SURFACE DOES NOT PROVIDE A 70 PERCENT MINIMUM CONTRAST WITH ADJACENT WALKING SURFACES, A 1-INCH (25 MM) WIDE MINIMUM VISUALLY CONTRASTING

SURFACE SHALL SEPARATE THE DETECTABLE WARNING FROM
ADJACENT WALKING SURFACES. THE VISUALLY CONTRASTING

SURFACE SHALL CONTRAST WITH BOTH THE DETECTABLE WARNING AND ADJACENT WALKING SURFACES, EITHER LIGHT-ON-DARK OR DARKON-LIGHT.

6. DETECTABLE WARNING SURFACES SHALL DIFFER FROM ADJOINING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT.

7. DETECTABLE WARNINGS AT BLENDED TRANSITIONS SHALL BE 36 INCHES IN WIDTH.

0.65" MIN.

TOP DIA. OF 0.45-0.47"
BASE DIA. OF 0.9-0.92"

2.3"-2.4"

2.3"-2.4"
2" MAX.

BASE COLOR AREA PER

DIMENSIONS ON PLAN
A. ELEVATION (ENLARGED)
B. PLAN
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:08:56 PM

SITE DETAILS &

STORMWATER

TREATMENT

DIAGRAM
AS102
Author Checker
SCALE: 1/8" = 1'-0"
OVERALL STORMWATER ROUTING DIAGRAM 1

SLOPE TO CATCH BASINS AND
THEN PIPE BELOW LEVEL 1 SLAB

TO PLANTER AT LOWER LEVEL

SLOPE TO CATCH BASINS AND
THEN PIPE BELOW LEVEL 1 SLAB

TO PLANTER AT LOWER LEVEL

SLOPE TO CATCH BASINS

AND THEN PIPE BELOW
LEVEL 1 SLAB TO PLANTER

AT LOWER LEVEL

SLOPE TO CATCH BASINS

AND THEN PIPE BELOW

SIDEWALK TO PLANTER

SLOPE TO GUTTER THEN

DOWNSPOUT TO PIPE

BELOW SIDEWALK TO

PLANTER

SLOPE TO CATCH BASINS

AND THEN PIPE BELOW

SIDEWALK TO PLANTER

SLOPE TO CATCH BASINS

AND THEN PIPE BELOW

SIDEWALK TO PLANTER

SLOPE TO CATCH BASINS

AND THEN PIPE BELOW

SIDEWALK TO PLANTER

SLOPE TO FOUR

SCUPPERS THEN

DOWNSPOUTS TO

PLANTER

SLOPE TO ONE SCUPPER

THEN DOWNSPOUT TO

PLANTER

SLOPE TO ONE SCUPPER

THEN HORIZONTAL

GUTTER TO DOWNSPOUT

TO PLANTER

SLOPE TO GUTTER THEN

DOWNSPOUT THEN

DIRECTLY INTO PLANTER
8 SCALE: 1/4" = 1'-0"
ACCESSIBLE VAN STALL 2
SCALE: 1/4" = 1'-0"
ACCESSIBLE PARKING STALL 3
SCALE: 1/4" = 1'-0"

ACCESSIBLE PARKING STALL NOTES
4 51 SF REQ'D 471 SF REQ'D
153 SF REQ'D
51 SF REQ'D
SCALE: 1/4" = 1'-0"

PASSENGER DROP OFF AND LOADING SPACE
5 SCALE: 1" = 1'-0"

DETECTABLE WARNING STRIP
6 Document Release
No. Description Date
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
680
2 HR FIRE WALL
2 HR SHAFT ENCLOSURE
2 HR SMOKE BARRIER
2 HR FIRE BARRIER
2 HR FIRE PARTITION
1 HR FIRE WALL
1 HR SHAFT ENCLOSURE
1 HR SMOKE BARRIER
1 HR FIRE BARRIER
1 HR FIRE PARTITION
0 HR SMOKE PARTITION

NON-RATED
CR
CR
CR
EH
CR
CR
CR
CR
UP
AL1 ALUMINUM SOFFIT

ES EXPOSED STRUCTURE
GWB1 GYPSUM BOARD SUPPORTED BY CHICAGO GRID
ACT1 ACOUSTICAL CEILING TEGULAR LAY-IN TILE - 24" X 24" ACT2 24"X48" GRID WITH VINYL COATED 3" THERMAL INSULATED

PANELS, BLACK TILES AND BLACK GRID

CEILING FINISH LEGEND

1. ALL MATERIALS PROVIDED BY GENERAL CONTRACTOR U.N.O.

2. CELING HEIGHT TO BE 8'-0" U.N.O. CEILING FINISH TO BE ACT1 U.N.O.

3. CEILING TILES TO BE CENTERED IN ROOM U.N.O.

4. ALL CEILING GRID MAIN RUNNERS ARE TO RUN PERPENDICULAR TO JOISTS/BEAMS OR MAIN STRUCTURAL MEMBERS. EXCEPTION: CEILING GRID

MAIN RUNNERS ARE TO RUN PERPENDICULAR TO THE CORRIDOR WALLS WHERE THE CORRIDOR WALLS ARE 8'-0" WIDE OR LESS..

5. ALL CEILING PANELS TO BE INSTALLED IN THE SAME DIRECTION AS INDICATED BY AN ARROW OR A GROOVE ON THE BACK SIDE OF THE PANEL.

CEILING PLAN GENERAL NOTES

1. PROVIDE BLOCKING/STRAPPING AS REQUIRED AT WALL MOUNTED EQUIPMENT; COORDINATE WITH MANUFACTURER. BLOCKING TO BE FIRE RETARDANT LUMBER.

2. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD U.N.O.

3. NOT USED.

4. EQUIPMENT SIZES MAY VARY BY MANUFACTURER. VERIFY SIZES PRIOR TO INSTALLATION.

5. PROVIDE REQUIRED SUPPORT FOR CEILING MOUNTED EQUIPMENT; COORDINATE WITH MANUFACTURER AND STRUCTURAL.

6. WALL PENETRATIONS TO COMPLY WITH RATED WALL ASSEMBLY REGULATIONS. SEE FLOOR PLANS AND DETAILS FOR WALL TYPES AND LOCATIONS.

7. COORDINATE LOCATIONS AND HEIGHTS OF RECEPTACLES WITH ELECTRICAL.

8. COORDINATE LOCATIONS OF FIXTURES, ETC. WITH PLUMBING.

9. DRAIN LOCATIONS TO BE DEPRESSED 2" BELOW TYPICAL SLAB ELEVATION. SLAB TO SLOPE TOWARDS DRAIN AT MINIMUM 1/4" PER FOOT U.N.O.

10. REFER TO SHEETS DETAILING ACOUSTIC ASSEMBLIES AND

PROVIDE REQUIRED PROTECTIVES AS REQUIRED TO MAINTAIN
CODE MANDATED "STC" RATINGS.

11. PLACE INTERIOR GYPSUM CONTROL JOINTS PER ASTM C840.

ALIGN JOINTS WITH THE OUTSIDE EDGE OF A DOOR JAMB U.N.O.

12. RADIUS CORNERS (1" MIN) AT EXPOSED COUNTERTOP EDGES.

13. SEE WALL PROTECTION PLANS FOR CORNER GUARD AND SHEET PROTECTION LOCATIONS.

14. COORDINATE COUNTERTOP GROMMET LOCATIONS AT ALL KNEE SPACES.

FLOOR PLAN GENERAL NOTES
8 FIRE EXTINGUISHER CABINET,

NON-RATED, SURFACE MOUNTED

FIRE EXTINGUISHER CABINET,

ONE OR TWO HOUR RATED
FEC1
FEC2
10520.000
10520.000

FLOOR PLAN LEGEND
22 A564

RATED PARTITION TYPE LEGEND
1 A200
D
1 A300
1 A300
2 A300
E
1 A301
C

COVERED

WALKWAY

VESTIBULE
001
SA-0B STAIR A
SA-0
3 A310
3 A340
1 A342
3 A344
1 2 3 4 5 6 7 8
ELEV. MACH.
002
002
1' - 4"
27' - 0"
001A
001B
3 A311
4 A311

FILL IN WOOD FRAME

EXTERIOR WALL AND ADD

NEW DOOR

EXIST GUARDRAIL, POSTS,

GATE, STAIRS AND SIDEWALK

TO REMAIN

NEW GUARDRAIL
AT 42" A.F.F.

PAD MOUNTED

TRANSFORMER

EXISTING WALL

MOUNTED

ELECTRICAL

SWITCHBOX

EXISTING PARKING

STALLS TO REMAIN,
CHANGED TO 16'

DEEP COMPACT
STALLS

TRANSITION BETWEEN

EXISTING SIDEWALK & NEW

SIDEWALK

TRANSITION BETWEEN NEW

SIDEWALK & DECKING

TRANSITION BETWEEN

EXISTING PAVING & NEW
PAVING
8' - 6"
11" 18' - 0" 3' - 0" 3' - 0"
20 A412
22' - 3" 24' - 3" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 22' - 4" 1' - 4" 6' - 0 1/8" 6' - 0" 10' - 4" 4' - 8" 1' - 4" 21' - 0" 3' - 1" 2' - 11"
4"
9' - 8"
4"
6' - 8" 9' - 0"
3' - 0 1/2"
1' - 6"
4' - 5 1/2"
1' - 6"
1' - 8"
3' - 4" R.O. 10"
3' - 3" 3' - 4" R.O.
1' - 8"
1' - 4" 4' - 6 1/8" 4' - 3 5/16" 8' - 3 9/16" 9' - 11" 1' - 4" FEC2
BENCH

DASHED LINE INDICATES FACE

OF BUILDING ABOVE

PLANT TRELLIS

EXISTING

RETAINING WALL

NEW RETAINING
WALL
SA-0A
20' - 8" 6' - 4"

LINE INDICATES EXTEND OF

PAVING CHANGE TO
REMAIN
LINE INDICATES NEW 6"
CURB WITH 90 DEGREE
STALLS AND 24' DRIVE
AISLE

HATCH AREA INDICATES AREA

WHERE SIDEWALK MAY

EXTEND OVER EXISTING

RETAINING WALL (TO BE

CONFIRMED WITH ADDITIONAL

SURVEY DATA)

PASSENGER DROP OFF AND

LOADING AREA
13' - 10" 8' - 6" 5' - 0" 12' - 0"

DASHED LINE

INDICATES EXTENT OF

CANOPY ABOVE

SCORED CONCRETE (E)

COLORED CONCRETE (E)
CO

MPACT PARKING SPACES
16' - 0"

DRIVE AISLE
24' - 0"
B4.2 A4
B6.2
B4.2
B4.2
W2
C4
C4
W2 C4
W6c
B4.2

EV CAPABLE PER

CAL GREEN

5.106.5.3.1 (8 REQ'D)

EVSE INSTALLED PER

CAL GREEN

5.106.5.3.1 (2 REQ'D)

EVSE INSTALLED PER

CAL GREEN

5.106.5.3.1 (2 REQ'D)

EV CAPABLE PER

CAL GREEN

5.106.5.3.1 (8 REQ'D)

EV CAPABLE PER

CAL GREEN

5.106.5.3.1 (8 REQ'D)

EV CAPABLE PER

CAL GREEN

5.106.5.3.1 (8 REQ'D)

EV CAPABLE PER

CAL GREEN

5.106.5.3.1 (8 REQ'D)

EV CAPABLE PER

CAL GREEN

5.106.5.3.1 (8 REQ'D)

EV CHARGER PER

CAL GREEN

4.106.4.2.2 (2 REQ'D)

EV CHARGER PER

CAL GREEN

4.106.4.2.2 (2 REQ'D)

EV READY LOW
POWER LEVEL 2 PER

CAL GREEN

4.106.4.2.2 (9 REQ'D)

EV READY LOW
POWER LEVEL 2 PER

CAL GREEN

4.106.4.2.2 (9 REQ'D)

EV READY LOW
POWER LEVEL 2 PER

CAL GREEN

4.106.4.2.2 (9 REQ'D)

EV READY LOW
POWER LEVEL 2 PER

CAL GREEN

4.106.4.2.2 (9 REQ'D)

EV CAPABLE CAL
GREEN 4.106.4.2.2
(4 REQ'D)

EV CAPABLE PER

CAL GREEN

5.106.5.3.1 (8 REQ'D)

EV CAPABLE PER

CAL GREEN

5.106.5.3.1 (8 REQ'D)

EV READY LOW
POWER LEVEL 2 PER

CAL GREEN

4.106.4.2.2 (9 REQ'D)

EV READY LOW
POWER LEVEL 2 PER

CAL GREEN

4.106.4.2.2 (9 REQ'D)

EV READY LOW
POWER LEVEL 2 PER

CAL GREEN

4.106.4.2.2 (9 REQ'D)

EV READY LOW
POWER LEVEL 2 PER

CAL GREEN

4.106.4.2.2 (9 REQ'D)

EV READY LOW
POWER LEVEL 2 PER

CAL GREEN

4.106.4.2.2 (9 REQ'D)
2-HOUR SPRAY

FIREPROOFING AT

PORTION OF STEEL

COLUMN ABOVE

CONCRETE
1-HOUR INTUMESCENT PAINT

AT CANOPY COLUMN
2-HOUR SPRAY

FIREPROOFING AT

PORTION OF STEEL

COLUMN ABOVE

CONCRETE
13 A561
13 A561
1-HOUR INTUMESCENT
PAINT AT (3) CANOPY

COLUMNS
10' - 0"

DASHED LINE

INDICATES EDGE

OF CONCRETE
ABOVE
8 A311
DOWNSPOUT. ROUTE
BELOW SLAB TO BIORETENTION PLANTER
8 7' - 4"
3 1/2"
5' - 4 1/2"
3' - 0"
1' - 1 1/2"
3' - 6"
89' - 9"
86' - 4"
86' - 3"
82' - 4"
DOWNSPOUT. ROUTE
DIRECTLY TO BIORETENTION PLANTER
1' - 10" 25' - 0"

REPLACE EXISTING

CATCH BASIN
NO

PARKING
2 VAN
AS102
5 AS102
NO

PARKING
VAN
2 1/2"
3"
1' - 7 5/8"

SOLID GREY HATCH

INDICATES EXTENT OF

BLENDED TRANSITON WITH
DETECTABLE WARNING.
6 AS102

NEW PLANTER

PER CIVIL

WHEEL STOPS
11" 3' - 0"
D
2 A300
E
1 A301
C
3 A310
9' - 0"
ACT1
4 5 6 7 8
1 A202
8' - 2 1/2"
GWB1
8' - 2 1/2"
AL1
10' - 0"
AL1
3 A311
4 A311
7' - 6"
GWB1
EQ 10' - 0" EQ
4' - 11 1/2" 4' - 0"
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 4' 8' 16'
SCALE: 1/8" = 1'-0"
PLAN N.

TRUE N.

N
E
S
W
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:02:47 PM

LEVEL LL -

OVERALL FLOOR
PLAN &

REFLECTED

CEILING PLAN
A100
DPerrault IWallace
SCALE: 1/8" = 1'-0"
LEVEL LL - FLOOR PLAN 1
SCALE: 1/8" = 1'-0"
LEVEL LL REFLECTED CEILING PLAN 2

CBC / ENERGY CODE AREAS

LEVEL OCCUPANCY AREA

CONDITIONED NON-RESIDENTIAL
LEVEL LL B 185 SF
LEVEL LL U 132 SF
LEVEL 1 B 1,522 SF
LEVEL 1 S-1 782 SF
LEVEL 1 U 390 SF
LEVEL 2 B 1,468 SF
LEVEL 3 B 1,468 SF
5,948 SF

CONDITIONED RESIDENTIAL
LEVEL LL R2.1 267 SF
LEVEL 1 R2.1 498 SF
LEVEL 2 B 272 SF
LEVEL 2 R2.1 8,775 SF
LEVEL 3 B 272 SF
LEVEL 3 R2.1 8,775 SF
18,858 SF

UNCONDITIONED
LEVEL LL S-2 2,000 SF
LEVEL 1 S-2 5,419 SF
LEVEL 2 B 405 SF
LEVEL 3 B 405 SF
8,229 SF
GRAND TOTAL 33,035 SF
Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
681
CR
CR
EH
UP
UP
UP
UP
UP
2 HR FIRE WALL
2 HR SHAFT ENCLOSURE
2 HR SMOKE BARRIER
2 HR FIRE BARRIER
2 HR FIRE PARTITION
1 HR FIRE WALL
1 HR SHAFT ENCLOSURE
1 HR SMOKE BARRIER
1 HR FIRE BARRIER
1 HR FIRE PARTITION
0 HR SMOKE PARTITION

NON-RATED
1 A200
2 A200
A

LINE OF

BUILDING ABOVE
B
D
1 A300
1 A300
2 A300
2 A300
E
1 A301
1 A301
2 A301
2 A301
2 A201
C
SALON
102
MARKETING DIR.
103

DISCOVERY ROOM
104
101
103A
107
LOBBY
100

STAIR A
SA-1

THERAPY
101
TOILET
107
3 A310
4 A340
4 A344
E-1
1 2 3 4 5 6 7 8
FIRE
121

UTILITY
102A
102
SA-1B
7 A311
3 A201
104
103B
102A
109
108
22' - 3" 24' - 3" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 22' - 4" 20' - 8" 26' - 0" 6' - 8" 9' - 0"
4' - 4"
1' - 4"
6' - 1 1/2" 12' - 6" 8' - 11 1/2" 1' - 4" 8' - 6" 8' - 6" 1' - 4" 8' - 6" 8' - 6" 8' - 6" 1' - 6" 8' - 6" 8' - 6" 8' - 6" 1' - 7" 8' - 6" 9' - 0" 5' - 0"

STORAGE
109
121
D D
D D D
107A
EVS
107A

SUB TYPE-X

DENSGLASS AT
GARAGE

BOLLARD

DRIVE AISLE AT PARKING STALLS
24' - 0"

DRIVE AISLE AT PARKING STALLS
26' - 2"

SHUTTLE BUS

PARKING & SOLID

WASTE COLLECTION

STAGING AREA

BICYCLE PARKING
100B

TRASH ALCOVE
122
1 A310
2 A310
3 A311
4 A311

EXISTING CURB, BOLLARDS,

COLUMNS & GUARDRAIL TO

REMAIN, REPAINT
ELEC.
108
THERAML WALL WITH 1-

HOUR RATING

CONDITIONED CRAWLSPACE -
ADD RAT SLAB & CLASS 1

VAPOR BARRIER

DASHED LINES INDICATE

UNINSULATED WALL ABOVE

DASHED LINES INDICATE

PARTIALLY INSULATED WALL
ABOVE W1a
W8
A4.1
A4.1s
A4.1
A4.1
E4s
A4.1
A6.1
E4s
A4
A4
E4s
E6s
E4s
E4s
E4s
E4s
B4.2s
B6.2s
W3a
W4
W1a
W1b
W1b
W1c
W1c
W7
W7
W7
W1a
22 A412

FDC WITH

BOLLARD
1' - 4"
6' - 0" 21' - 0" 1' - 4" 21' - 0" 1' - 4"
8' - 8" 5' - 0" 7' - 4 1/8" 6' - 11 1/2" 5' - 0" 5' - 0" 5' - 4 1/2" 8' - 10" 11' - 10" 7' - 0 3/4" 5' - 4 3/8" 9' - 9" 3' - 10" 6' - 8" 9' - 0" 1' - 4" 6' - 0" A
1' - 4" 3"
10' - 10" 13' - 2" 13' - 2" 13' - 10"
4"
26' - 4"
4"
13' - 10" 11' - 8 3/4" 1' - 5 1/4" 13' - 2" 14' - 2" 22' - 0" 1' - 4" 18' PARKING STALL
INCLUDES 1'-6" CURB

OVERHANG
16' - 6" 1' - 6"
18' - 0"

DASHED LINE INDICATES

REAR LOADING SOLID

WASTE COLLECTION TRUCK

RETAINING WALL PER CIVIL

CURB PER CIVIL

PLANTER

NEW RETAINING WALLS

EXISTING RETAINING WALL
FEC1 FEC1
FEC2
FEC1

EXISTING
WALL
NEW
GUARDRAIL
20' - 8" 6' - 4"

SEE PLUMBING PLANS

FOR EQUIPMENT &

DRAIN LOCATIONS
22' - 3"

STAIR B
SB-1

BOLLARD
W3a
W9

PROVIDE STRIPING

FOR ACCESSIBLE

ROUTE TO BICYCLE

PARKING, TRASH AND
RECYCLING BINS.

UNCONDITIONED CRAWLSPACE

ADD RAT SLAB AND CLASS I VAPOR BARRIER

BOLLARD
REC. ALCOVE
124

GENERATOR
123
18' - 0"
SB-1
3 YARD CONTAINER
2 YARD CONTAINER

SUB TYPE-X GLASS MAT

SHEATHING ON INTERIOR

FACE OF GENERATOR

ROOM WALLS
W3a
B4.2
W1a
W1a
A4.1
B4.2
B4.2
W1a
16 A561
16 A561
16 A561
16 A561
16 A561
16 A561
16 A561
16 A561
9 A560
16 A561
16 A561
16 A561
15 A561
15 A561
15 A561
15 A561
16 A561
15 A561
15 A561
B
SIM.
2-HOUR INTUMESCENT

PAINT AT BALCONY

COLUMNS
SA-1A
2-HOUR SPRAY FIREPROOFING IN

CRAWLSPACE
2-HOUR SPRAY FIREPROOFING IN

CRAWLSPACE
10 A561
A4.1
123
SEE MECH. FOR

VENTING
SEE MECH. FOR

VENTING
2" RIGID INSUL FULL

HEIGHT OF WALL AT
STAIR
W9

UNVENTED

CRAWLSPACE

CONNECTED BELOW

CONCRETE STAIR RUN

UNCONDITIONED CRAWLSPACE

ADD RAT SLAB AND CLASS I VAPOR BARRIER
8" 6' - 6"
2"
A4.1
A4.1
8 2
A104
4' - 0" 1' - 4"
8' - 0" 4' - 0"
150.00°
14' - 2"
NO

PARKING NO PARKING
3 AS102
18' - 4" 3' - 0"
4' - 0"
1' - 0"

SOLID GREY HATCH

INDICATES EXTENT OF

BLENDED TRANSITON WITH
DETECTABLE WARNING.

LINES INDICATE MAX 5%

SLOPE ON PATH TO

RIGHT OF WAY
6 AS102

SOLID GREY HATCH

INDICATES EXTENT OF

BLENDED TRANSITON WITH
DETECTABLE WARNING.
6 AS102
8 1. PROVIDE BLOCKING/STRAPPING AS REQUIRED AT WALL MOUNTED EQUIPMENT; COORDINATE WITH MANUFACTURER. BLOCKING TO BE FIRE RETARDANT LUMBER.

2. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD U.N.O.

3. NOT USED.

4. EQUIPMENT SIZES MAY VARY BY MANUFACTURER. VERIFY SIZES PRIOR TO INSTALLATION.

5. PROVIDE REQUIRED SUPPORT FOR CEILING MOUNTED EQUIPMENT; COORDINATE WITH MANUFACTURER AND STRUCTURAL.

6. WALL PENETRATIONS TO COMPLY WITH RATED WALL ASSEMBLY REGULATIONS. SEE FLOOR PLANS AND DETAILS FOR WALL TYPES AND LOCATIONS.

7. COORDINATE LOCATIONS AND HEIGHTS OF RECEPTACLES WITH ELECTRICAL.

8. COORDINATE LOCATIONS OF FIXTURES, ETC. WITH PLUMBING.

9. DRAIN LOCATIONS TO BE DEPRESSED 2" BELOW TYPICAL SLAB ELEVATION. SLAB TO SLOPE TOWARDS DRAIN AT MINIMUM 1/4" PER FOOT U.N.O.

10. REFER TO SHEETS DETAILING ACOUSTIC ASSEMBLIES AND

PROVIDE REQUIRED PROTECTIVES AS REQUIRED TO MAINTAIN
CODE MANDATED "STC" RATINGS.

11. PLACE INTERIOR GYPSUM CONTROL JOINTS PER ASTM C840.

ALIGN JOINTS WITH THE OUTSIDE EDGE OF A DOOR JAMB U.N.O.

12. RADIUS CORNERS (1" MIN) AT EXPOSED COUNTERTOP EDGES.

13. SEE WALL PROTECTION PLANS FOR CORNER GUARD AND SHEET PROTECTION LOCATIONS.

14. COORDINATE COUNTERTOP GROMMET LOCATIONS AT ALL KNEE SPACES.

FLOOR PLAN GENERAL NOTES
8 FIRE EXTINGUISHER CABINET,

NON-RATED, SURFACE MOUNTED

FIRE EXTINGUISHER CABINET,

ONE OR TWO HOUR RATED
FEC1
FEC2
10520.000
10520.000

FLOOR PLAN LEGEND
22 A564

RATED PARTITION TYPE LEGEND
2 A200
A
B
D
1 A300
2 A300
E
1 A301
2 A301
2 A301
2 A201
C
3 A310
1 2 3 4 5 6 7 8
7 A311
3 A201
8' - 2 1/4"
ACT1
3 A202
1 A202
8' - 3 1/2"
ACT2
9' - 0"
ACT1
8' - 3 1/2"
AL1
7' - 8"
ACT1
7' - 8"
ACT1
8' - 6"
ACT1
8' - 0"
ACT1
9' - 0"
AL1
7' - 9"
GWB1
8' - 3 1/2"
AL1
1 A310
2 A310
2 A310
3 A311
4 A311
1' - 1"
1' - 1"
9' - 0"
GWB1 8
A563
8' - 0"
ACT1
8' - 6"
GWB1
8' - 2"
ACT1
10' - 6"
5 1/2"

EXPOSED INSULATION EXPOSED STRUCTURE EXPOSED INSULATION EXPOSED STRUCTURE

EXPOSED INSULATION
22' - 3" 24' - 3" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 22' - 4" 2 A104
AL1 ALUMINUM SOFFIT

ES EXPOSED STRUCTURE
GWB1 GYPSUM BOARD SUPPORTED BY CHICAGO GRID
ACT1 ACOUSTICAL CEILING TEGULAR LAY-IN TILE - 24" X 24" ACT2 24"X48" GRID WITH VINYL COATED 3" THERMAL INSULATED

PANELS, BLACK TILES AND BLACK GRID

CEILING FINISH LEGEND

1. ALL MATERIALS PROVIDED BY GENERAL CONTRACTOR U.N.O.

2. CELING HEIGHT TO BE 8'-0" U.N.O. CEILING FINISH TO BE ACT1 U.N.O.

3. CEILING TILES TO BE CENTERED IN ROOM U.N.O.

4. ALL CEILING GRID MAIN RUNNERS ARE TO RUN PERPENDICULAR TO JOISTS/BEAMS OR MAIN STRUCTURAL MEMBERS. EXCEPTION: CEILING GRID

MAIN RUNNERS ARE TO RUN PERPENDICULAR TO THE CORRIDOR WALLS WHERE THE CORRIDOR WALLS ARE 8'-0" WIDE OR LESS..

5. ALL CEILING PANELS TO BE INSTALLED IN THE SAME DIRECTION AS INDICATED BY AN ARROW OR A GROOVE ON THE BACK SIDE OF THE PANEL.

CEILING PLAN GENERAL NOTES
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 4' 8' 16'
SCALE: 1/8" = 1'-0"
PLAN N.

TRUE N.

N
E
S
W
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:03:01 PM LEVEL 1 -

OVERALL FLOOR
PLAN &

REFLECTED

CEILING PLAN
A101
DPerrault IWallace
SCALE: 1/8" = 1'-0"
LEVEL 1 REFLECTED CEILING PLAN 2

EXPOSED FIRE
RATED

STRUCTURE

EXPOSED FIRE
RATED

STRUCTURE

EXPOSED FIRE
RATED

STRUCTURE

CBC / ENERGY CODE AREAS

LEVEL OCCUPANCY AREA

CONDITIONED NON-RESIDENTIAL
LEVEL LL B 185 SF
LEVEL LL U 132 SF
LEVEL 1 B 1,522 SF
LEVEL 1 S-1 782 SF
LEVEL 1 U 390 SF
LEVEL 2 B 1,468 SF
LEVEL 3 B 1,468 SF
5,948 SF

CONDITIONED RESIDENTIAL
LEVEL LL R2.1 267 SF
LEVEL 1 R2.1 498 SF
LEVEL 2 B 272 SF
LEVEL 2 R2.1 8,775 SF
LEVEL 3 B 272 SF
LEVEL 3 R2.1 8,775 SF
18,858 SF

UNCONDITIONED
LEVEL LL S-2 2,000 SF
LEVEL 1 S-2 5,419 SF
LEVEL 2 B 405 SF
LEVEL 3 B 405 SF
8,229 SF
GRAND TOTAL 33,035 SF
Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
682
2 HR FIRE WALL
2 HR SHAFT ENCLOSURE
2 HR SMOKE BARRIER
2 HR FIRE BARRIER
2 HR FIRE PARTITION
1 HR FIRE WALL
1 HR SHAFT ENCLOSURE
1 HR SMOKE BARRIER
1 HR FIRE BARRIER
1 HR FIRE PARTITION
0 HR SMOKE PARTITION

NON-RATED
UP
CR
CR
F
F
CR
CR
EH
EH
F
F
UP
UP
F
F
F
F

1. PROVIDE BLOCKING/STRAPPING AS REQUIRED AT WALL MOUNTED EQUIPMENT; COORDINATE WITH MANUFACTURER. BLOCKING TO BE FIRE RETARDANT LUMBER.

2. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD U.N.O.

3. NOT USED.

4. EQUIPMENT SIZES MAY VARY BY MANUFACTURER. VERIFY SIZES PRIOR TO INSTALLATION.

5. PROVIDE REQUIRED SUPPORT FOR CEILING MOUNTED EQUIPMENT; COORDINATE WITH MANUFACTURER AND STRUCTURAL.

6. WALL PENETRATIONS TO COMPLY WITH RATED WALL ASSEMBLY REGULATIONS. SEE FLOOR PLANS AND DETAILS FOR WALL TYPES AND LOCATIONS.

7. COORDINATE LOCATIONS AND HEIGHTS OF RECEPTACLES WITH ELECTRICAL.

8. COORDINATE LOCATIONS OF FIXTURES, ETC. WITH PLUMBING.

9. DRAIN LOCATIONS TO BE DEPRESSED 2" BELOW TYPICAL SLAB ELEVATION. SLAB TO SLOPE TOWARDS DRAIN AT MINIMUM 1/4" PER FOOT U.N.O.

10. REFER TO SHEETS DETAILING ACOUSTIC ASSEMBLIES AND

PROVIDE REQUIRED PROTECTIVES AS REQUIRED TO MAINTAIN
CODE MANDATED "STC" RATINGS.

11. PLACE INTERIOR GYPSUM CONTROL JOINTS PER ASTM C840.

ALIGN JOINTS WITH THE OUTSIDE EDGE OF A DOOR JAMB U.N.O.

12. RADIUS CORNERS (1" MIN) AT EXPOSED COUNTERTOP EDGES.

13. SEE WALL PROTECTION PLANS FOR CORNER GUARD AND SHEET PROTECTION LOCATIONS.

14. COORDINATE COUNTERTOP GROMMET LOCATIONS AT ALL KNEE SPACES.

FLOOR PLAN GENERAL NOTES
8 FIRE EXTINGUISHER CABINET,

NON-RATED, SURFACE MOUNTED

FIRE EXTINGUISHER CABINET,

ONE OR TWO HOUR RATED
FEC1
FEC2
10520.000
10520.000

FLOOR PLAN LEGEND
22 A564

RATED PARTITION TYPE LEGEND
1 A201
1 A200
2 A200
A
B
D
1 A300
2 A300
E
1 A301
1 A301
2 A301
2 A301
2 A201
C

DIRECTOR
236
SB-2
3 A310
5 A340
4 A341
5 A344
233
1 2 3 4 5 6 7 8
A
A A
A
B
A
A A
B
B
A

A A A A A A A
A
A
A A
A
2' - 4" 22' - 3" 24' - 3" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 22' - 4" 1' - 4"
3 A202
1 A202
1' - 0" 1' - 4"
20' - 8" 26' - 0" 6' - 8" 9' - 0"
1' - 4"
6' - 0"
72' - 0"
180' - 6"

A A A A A

A A A A

A A A A
A A
A
A
242
243
240
238
236

DINING/ACTIVITY
232

MC STUDIO
206

MOBILITY FEATURES

MC STUDIO
208

MOBILITY FEATURES

MC STUDIO
210

MOBILITY FEATURES

MC STUDIO
212

MOBILITY FEATURES

MC STUDIO
214

MOBILITY FEATURES

MC STUDIO
216

MOBILITY FEATURES

MC STUDIO
217

STANDARD

MC STUDIO
215

STANDARD

MC STUDIO
213

STANDARD

MC STUDIO
211

STANDARD

MC STUDIO
209

STANDARD

MC STUDIO
207

STANDARD

MC STUDIO
205

STANDARD

MC STUDIO
203

STANDARD

MC COMPANION
201

STANDARD

SERVING KITCHEN
234
FOYER
232A
MEDS
237
TOILET
238

STAIR A
SA-2

PRIVATE DINING/ACTIVITY
231

CORRIDOR
239

CORRIDOR
240

MC COMPANION
221

MOBILITY & COMMUNICATION

FEATURES

MC COMPANION
220

MOBILITY FEATURES

LAUNDRY
242

MC STUDIO
219

MOBILITY & COMMUNICATION

FEATURES
SA-2
231
DS
E E
E E E
D D
D D D
106' - 6"
4' - 8"

D E D E D E D E
A
A
C
1 A310
2 A310
3 A311
4 A311

LIVING ROOM
241
ELEC.
243
EFS
235
235

BALCONY
233
1 A412
15 A412
1' - 0" 1' - 4" 20' - 4" 1' - 11" 24' - 3" 1' - 7" 11' - 7" 13' - 10" 4" 26' - 4" 4"
13' - 10" 11' - 10" 1' - 4" 6' - 0" 21' - 0" 1' - 4" 21' - 0" 2' - 6" 12' - 8" 5' - 2" 3' - 6 1/2" 5' - 0" 6' - 9 1/4" 5' - 0" 3' - 11 1/4" 5' - 2" 6' - 5" 7' - 1" 6' - 9" 6' - 5" 13' - 6" 6' - 5" 6' - 9" 7' - 1" 6' - 5" 5' - 5" 2' - 1" 3' - 11" 2' - 8" 6' - 0" 5' - 0" 7' - 4" 5' - 7 1/2" 5' - 0" 5' - 0" 5' - 4 1/2" 1' - 4" 4' - 7" 2' - 1" 11' - 7" 14' - 5"
4' - 9" 2' - 1"
22' - 3"
1 1/2"
11' - 0" 13' - 1 1/2" 13' - 2" 13' - 10"
4"
13' - 4" 13' - 0" 4" 13' - 10" 13' - 2" 13' - 2" 13' - 10" 4" 22' - 0" 1' - 4"
15' - 4"
6' - 11"
11' - 0" 6' - 4 1/2" 6' - 9" 6' - 9" 6' - 5" 7' - 1" 6' - 9" 6' - 2" 7' - 2" 6' - 7" 6' - 5" 6' - 9" 7' - 1" 6' - 5" 6' - 9" 6' - 9" 6' - 5" 7' - 1" 6' - 9" 5' - 8" 11' - 1" 5' - 3" 10' - 1" 10' - 7" 1' - 4" 3' - 1"
10' - 2" 10' - 6" 10' - 4 1/2" 15' - 7 1/2" 1' - 7" 5' - 1" R.O. 5 5
"
' - 5" 3' - 2"
1' - 0" 6' - 4" 6' - 8"
1' - 0"
LOBBY
230
E
F
D D
F
C
F
D D
E
B
C C
B
B
C
B
C
B
C
B
C
B
C
B
C
C
D D
F
E
WD4
WD4 WD4
WD4 WD4
WD4 WD4
WD4
WD4
WD4 WD4
WD4
WD5
WD5 WD5
WD5
WD5
WD5
WD5 WD5
WD5
WD5
FEC2
E4.1s E4.1s E4.1s
B4.2s
E4.1s E4.1s E4.1s
E6.1s E6.1s
E4.1s E4.1s E4.1s
E4.1s E4.1s E4.1s
E6.1s E6.1s E6.1s
E6.1s
E4.1s
E4.1s
E4.1s
E6.1s
E4.1s
E4.1s E4.1s E4.1s E4.1s E4.1s E4.1s
E4.1s
W1b
W1a
W1b
W1a
W1a
W1c
W1a
W1b
W1a
W1c
W1a
W1b
W1a
W1c W1b
W1a W1a
W1b
W1a
W3a
W1a
W1b
W1b
W1c
W1c
E6.1s
E6.1s
E4.1s
A
C
B
FEC2FEC2
FEC2
B
237
6 A560
16 A564
10 A560
7' - 2 5/8"
A
232
234
F
241 F

EXTERIOR STANDPIPE

EXISTING RETAINING

WALLS TO REMAIN
44" WIDTH OF EXISTING

PATIO TO REMAIN

DASHED LINE

INDICATES FIRE

PERSONNEL ACCESS

PATH PER APPROVED

ALTERNATE MEANS
AND METHODS.

EXISTING PAVING TO
REMAIN

NEW PAVING
C
B B
C C
B
C
B
C
B
2' - 0"
2' - 0"
2' - 0"
21' - 1" 2"
6' - 8"
1' - 3"
1' - 10"
17' - 5" 1' - 10"
15' - 11" 1' - 10"
17' - 9"
8' - 10" 8' - 11"
1' - 10"
5' - 3"
1' - 10"
7' - 0"
1' - 10"
W5a
W5a
W5a
W5a
W5a
W5a
W5a
W5a
W5a
W5a
W5a
W5a
8 8
2 A104
5 2.0%
' - 4 1/2" 8"
6' - 0" 8"
6' - 8 1/4"
3 1/2"
4 1/2"
8"

2.1%

2.3%
C
1 A201
2 A200
A
B
D
1 A300
2 A300
E
1 A301
2 A301
C
5 A411
3 A310
1 2 3 4 5 6 7 8
8' - 5"
GWB1
8' - 6"
GWB1
8' - 0"
GWB1
8' - 10"
GWB1
9' - 0"
GWB1
8' - 8"
GWB1
8' - 10"
GWB1
9' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
ACT1
8' - 0"
ACT1
7' - 8"
GWB1
8' - 0"
ACT1
8' - 5"
GWB1
8' - 10"
GWB1
8' - 5"
GWB1
8' - 10"
GWB1
8' - 10"
GWB1
8' - 10"
GWB1
8' - 5"
GWB1
8' - 10"
GWB1
8' - 5"
GWB1
8' - 10"
GWB1
8' - 5"
GWB1
8' - 10"
GWB1
8' - 10"
GWB1
8' - 5"
GWB1
8' - 5"
GWB1
8' - 5"
GWB1
8' - 10"
GWB1
9' - 0"
ACT1
9' - 0"
ACT1
9' - 0"
ACT1
8' - 2"
GWB1
3 A202
1 A202
8' - 6"
GWB1
8' - 5"
GWB1
8' - 6"
ACT1
9' - 0"
GWB1
8' - 0"
ACT1

EXPOSED FIRE RATED

STRUCTURE

EXPOSED FIRE RATED

STRUCTURE
8' - 0"
GWB1
8' - 8"
GWB1
1 A310
2 A310
3 A311
4 A311
9' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8 A563
8 A563
10' - 6"
5 1/2"
8' - 0"
GWB1
9' - 1"
AL1
8' - 0" 7" 3' - 0" 19' - 5"
1' - 0" 2' - 0" 5' - 10"
2' - 10" 5' - 2"
11' - 6" 1' - 5"
14' - 7" 5' - 5"
11' - 5"
11' - 6" 1' - 5"
1' - 11"
1" 7' - 8"
EQ 14' - 0" EQ
9' - 6"
ACT1
9' - 6"
ACT1
5 1/2"
15' - 6"
8' - 6"
GWB1
20' - 8" 26' - 0" 6' - 8" 9' - 0"
22' - 3" 24' - 3" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 22' - 4" 10' - 0" 1' - 2"
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
ACT1
1' - 5"
ALIGN
9" 8' - 0"
8' - 2"
GWB1

EXPOSED STRUCTURE

EXPOSED STRUCTURE
2 A104
AL1 ALUMINUM SOFFIT

ES EXPOSED STRUCTURE
GWB1 GYPSUM BOARD SUPPORTED BY CHICAGO GRID
ACT1 ACOUSTICAL CEILING TEGULAR LAY-IN TILE - 24" X 24" ACT2 24"X48" GRID WITH VINYL COATED 3" THERMAL INSULATED

PANELS, BLACK TILES AND BLACK GRID

CEILING FINISH LEGEND

1. ALL MATERIALS PROVIDED BY GENERAL CONTRACTOR U.N.O.

2. CELING HEIGHT TO BE 8'-0" U.N.O. CEILING FINISH TO BE ACT1 U.N.O.

3. CEILING TILES TO BE CENTERED IN ROOM U.N.O.

4. ALL CEILING GRID MAIN RUNNERS ARE TO RUN PERPENDICULAR TO JOISTS/BEAMS OR MAIN STRUCTURAL MEMBERS. EXCEPTION: CEILING GRID

MAIN RUNNERS ARE TO RUN PERPENDICULAR TO THE CORRIDOR WALLS WHERE THE CORRIDOR WALLS ARE 8'-0" WIDE OR LESS..

5. ALL CEILING PANELS TO BE INSTALLED IN THE SAME DIRECTION AS INDICATED BY AN ARROW OR A GROOVE ON THE BACK SIDE OF THE PANEL.

CEILING PLAN GENERAL NOTES
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 4' 8' 16'
SCALE: 1/8" = 1'-0"
PLAN N.

TRUE N.

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:03:18 PM LEVEL 2 -

OVERALL FLOOR
PLAN &

REFLECTED

CEILING PLAN
A102
DPerrault IWallace
SCALE: 1/8" = 1'-0"
LEVEL 2 - FLOOR PLAN 1
SCALE: 1/8" = 1'-0"
LEVEL 2 REFLECTED CEILING PLAN 2

CBC / ENERGY CODE AREAS

LEVEL OCCUPANCY AREA

CONDITIONED NON-RESIDENTIAL
LEVEL LL B 185 SF
LEVEL LL U 132 SF
LEVEL 1 B 1,522 SF
LEVEL 1 S-1 782 SF
LEVEL 1 U 390 SF
LEVEL 2 B 1,468 SF
LEVEL 3 B 1,468 SF
5,948 SF

CONDITIONED RESIDENTIAL
LEVEL LL R2.1 267 SF
LEVEL 1 R2.1 498 SF
LEVEL 2 B 272 SF
LEVEL 2 R2.1 8,775 SF
LEVEL 3 B 272 SF
LEVEL 3 R2.1 8,775 SF
18,858 SF

UNCONDITIONED
LEVEL LL S-2 2,000 SF
LEVEL 1 S-2 5,419 SF
LEVEL 2 B 405 SF
LEVEL 3 B 405 SF
8,229 SF
GRAND TOTAL 33,035 SF
Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
683
2 HR FIRE WALL
2 HR SHAFT ENCLOSURE
2 HR SMOKE BARRIER
2 HR FIRE BARRIER
2 HR FIRE PARTITION
1 HR FIRE WALL
1 HR SHAFT ENCLOSURE
1 HR SMOKE BARRIER
1 HR FIRE BARRIER
1 HR FIRE PARTITION
0 HR SMOKE PARTITION

NON-RATED
UP
CR
CR
F
F
CR
CR
EH
EH
F
F
F
F
F
F

1. PROVIDE BLOCKING/STRAPPING AS REQUIRED AT WALL MOUNTED EQUIPMENT; COORDINATE WITH MANUFACTURER. BLOCKING TO BE FIRE RETARDANT LUMBER.

2. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD U.N.O.

3. NOT USED.

4. EQUIPMENT SIZES MAY VARY BY MANUFACTURER. VERIFY SIZES PRIOR TO INSTALLATION.

5. PROVIDE REQUIRED SUPPORT FOR CEILING MOUNTED EQUIPMENT; COORDINATE WITH MANUFACTURER AND STRUCTURAL.

6. WALL PENETRATIONS TO COMPLY WITH RATED WALL ASSEMBLY REGULATIONS. SEE FLOOR PLANS AND DETAILS FOR WALL TYPES AND LOCATIONS.

7. COORDINATE LOCATIONS AND HEIGHTS OF RECEPTACLES WITH ELECTRICAL.

8. COORDINATE LOCATIONS OF FIXTURES, ETC. WITH PLUMBING.

9. DRAIN LOCATIONS TO BE DEPRESSED 2" BELOW TYPICAL SLAB ELEVATION. SLAB TO SLOPE TOWARDS DRAIN AT MINIMUM 1/4" PER FOOT U.N.O.

10. REFER TO SHEETS DETAILING ACOUSTIC ASSEMBLIES AND

PROVIDE REQUIRED PROTECTIVES AS REQUIRED TO MAINTAIN
CODE MANDATED "STC" RATINGS.

11. PLACE INTERIOR GYPSUM CONTROL JOINTS PER ASTM C840.

ALIGN JOINTS WITH THE OUTSIDE EDGE OF A DOOR JAMB U.N.O.

12. RADIUS CORNERS (1" MIN) AT EXPOSED COUNTERTOP EDGES.

13. SEE WALL PROTECTION PLANS FOR CORNER GUARD AND SHEET PROTECTION LOCATIONS.

14. COORDINATE COUNTERTOP GROMMET LOCATIONS AT ALL KNEE SPACES.

FLOOR PLAN GENERAL NOTES
8 FIRE EXTINGUISHER CABINET,

NON-RATED, SURFACE MOUNTED

FIRE EXTINGUISHER CABINET,

ONE OR TWO HOUR RATED
FEC1
FEC2
10520.000
10520.000

FLOOR PLAN LEGEND
22 A564

RATED PARTITION TYPE LEGEND
1 A201
1 A200
2 A200
A
B
D
1 A300
2 A300
E
1 A301
1 A301
2 A301
2 A301
2 A201
C

STAFF LOUNGE
336
SB-3
3 A310
6 A340
5 A341
6 A344

BALCONY
333
333
1 2 3 4 5
6 7 8
A
A A
A
C
A
A
A
A A
B
A

A A A A A A
A
A
A A
B
B
A
E
E
3 A202
1 A202

MC COMPANION
320

MOBILITY FEATURES

LIVING ROOM
341

MC STUDIO
316

MOBILITY FEATURES

MC STUDIO
314

MOBILITY FEATURES

MC STUDIO
312

MOBILITY FEATURES

MC STUDIO
310

MOBILITY FEATURES

MC STUDIO
308

MOBILITY FEATURES

MC STUDIO
306

MOBILITY FEATURES

STAIR A
SA-3 PRIVATE DINING/ACTIVITY
331

DINING/ACTIVITY
332

SERVING KITCHEN
334
FOYER
332A
MEDS
337
TOILET
338

CORRIDOR
339

MC COMPANION
301

STANDARD

MC STUDIO
303

STANDARD

MC STUDIO
305

STANDARD

MC STUDIO
307

STANDARD

MC STUDIO
309

STANDARD

MC STUDIO
311

STANDARD

MC STUDIO
313

STANDARD

MC STUDIO
319

MOBILITY FEATURES

MC STUDIO
317

STANDARD

MC STUDIO
315

STANDARD

STAIR B
SB-3

MC COMPANION
321

MOBILITY FEATURES

CORRIDOR
340
DS

LAUNDRY
342
A A A

A A A A A A

A A A A

A A A A A
336
342 338
343
SA-3
LOBBY
330
331
340
E
E E
E E
D D
D D D
D D
D D
F
C
E
E
D
F
D
F
D D
F
C
E
B
C
B
C

B B B B B

C C C C C
B
C
337
C
A
A
E4.1s E4.1s
E6.1s
E4.1s
1 A310
2 A310
3 A311
4 A311
335
EFS
335
B
C
ELEC.
343
3' - 8"
1 A412
15 A412

D E D E
2' - 4" 22' - 3" 24' - 3" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 22' - 4" 1' - 4"
20' - 8" 26' - 0" 6' - 8" 9' - 0"
72' - 0"
180' - 6"
1' - 0" 1' - 4" 20' - 4" 1' - 11" 24' - 3" 1' - 7" 11' - 7" 13' - 10" 4" 26' - 4" 4"
13' - 10" 11' - 10" 1' - 4" 6' - 0" 21' - 0" 1' - 4" 21' - 0" 2' - 6" 12' - 8" 5' - 2" 5' - 2" 6' - 5" 7' - 1" 6' - 9" 6' - 5" 13' - 6" 6' - 5" 6' - 9" 7' - 1" 6' - 5" 5' - 5" 5' - 7 1/2" 5' - 0" 5' - 0" 5' - 4 1/2" 1' - 4" 4' - 7" 2' - 1" 11' - 7" 14' - 5" 10' - 1" 10' - 7" 1' - 4" 2' - 1"
1' - 4" 22' - 3"
1 1/2"
11' - 0" 13' - 1 1/2" 13' - 2" 13' - 10"
4"
13' - 4" 13' - 0" 4" 13' - 10" 13' - 2" 13' - 2" 13' - 10" 4" 22' - 0" 1' - 4"
5' - 8" 9' - 8" 6' - 11" 5' - 6 1/2" 5' - 5 1/2" 6' - 4 1/2" 6' - 9" 6' - 9" 6' - 5" 7' - 1" 6' - 9" 6' - 2" 7' - 2" 6' - 7" 6' - 5" 6' - 9" 7' - 1" 6' - 5" 6' - 9" 6' - 9" 6' - 5" 7' - 1" 6' - 9" 1' - 0" 6' - 4" 6' - 8"
1' - 0"
3' - 6 1/2" 5' - 0" 6' - 9 1/4" 5' - 0" 3' - 11 1/4"
5' - 8" 11' - 1" 5' - 3"
10' - 2" 10' - 6" 10' - 4 1/2" 15' - 7 1/2" 1' - 7" 5' - 1" R.O. 5"
5' - 5" 3' - 2"
WD4
WD5
WD4
WD5
WD5 WD5
WD5
WD5
WD5
WD4
WD4
WD4
WD4 WD4
WD4 WD4
WD4
WD4
WD4
WD5 WD5
WD5
WD5
B
C
E4.1s
B4.2s
E4.1s E4.1s E4.1s
E6.1s E6.1s
E4.1s E4.1s E4.1s
E4.1s E4.1s E4.1s
E6.1s E6.1s E6.1s
E6.1s
E4.1s
E4.1s
E6.1s
E6.1s
E4.1s
E4.1s E4.1s E4.1s E4.1s E4.1s E4.1s
E4.1s
W1a
W1b
W1a
W1a
W1c
W1a
W1b
W1a
W1c
W1a
W1a
W1c
W1a W1a W1a
B4.2s
W1a
W1b
W1c
W1c
E6.1s
E6.1s
E4.1s
E4.1s
FEC2
FEC2FEC2
FEC2
W1b W1b
W1b
W1a
W1b
W1a
341
334
332
E4.1s
W1b
16 A561
16 A561
16 A561
16 A561
16 A561
16 14 A561
A561
14 A561
16 A561
16 A561
14 A561
16 A561
16 A561
16 A561
16 A561
F
F
C
B B
C
B
C
B
C
B
C
14 A561
14 A561
14 A561
14 A561
14 A561
14 A561
14 A561
14 A561
14 A561
14 A561
14 A561
W5a
W5a
W5a
W5a
W5a
W5a
W5a
W5a
W5a
W5a
W5a
8 NOTE: SEE
LEVEL 2 FOR

BALCONY WALL

DIMENSIONS
2 A104
1 A201
1 A200
2 A200
A
B
D
1 A300
1 A300
2 A300
2 A300
E
1 A301
2 A301
2 A201
C
3 A310
1 2 3 4 5 6 7
8 9' - 0"
GWB1
9' - 0"
9' - 0" GWB1
GWB1
8' - 6"
ACT1
9' - 0"
GWB1
9' - 0"
GWB1
9' - 0"
GWB1
9' - 0"
GWB1
8' - 6"
GWB1
8' - 6"
GWB1
8' - 6"
GWB1
8' - 6"
GWB1
9' - 0"
GWB1
9' - 0"
GWB1
9' - 0"
GWB1
9' - 0"
GWB1
9' - 0"
GWB1
9' - 0"
GWB1
9' - 0"
GWB1
9' - 0"
GWB1
9' - 0"
GWB1
9' - 3"
ACT1
9' - 0"
ACT1
9' - 0"
GWB1
3 A202
2 A202
1 A202
8' - 6"
ACT1
8' - 6"
GWB1

EXPOSED FIRE RATED

STRUCTURE

EXPOSED FIRE RATED

STRUCTURE
8' - 6 3/4"
AL1
9' - 0"
ACT1
10' - 0"
ACT1
8' - 6"
ACT1
8' - 0"
GWB1
8' - 6"
ACT1
9' - 0"
GWB1
9' - 0"
GWB1
8' - 0"
GWB1
8' - 6"
GWB1
8' - 8"
GWB1
8' - 0"
GWB1
9' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 8"
GWB1
1 A310
2 A310
3 A311
4 A311
8' - 0"
ACT1
8' - 0"
ACT1
9' - 0"
GWB1
9' - 0"
GWB1
8 A563
8 A563
10' - 6"
5 1/2"
15' - 6"
5 1/2"
8' - 0" 7" 3' - 0" 18' - 0" 1' - 5"
8' - 1" 5' - 11" 9" 1' - 4" 2' - 0" 5' - 6"
2' - 10" 5' - 2"
EQ 14' - 0" EQ
5' - 11" 2' - 1"
11' - 6" 1' - 5"
14' - 7" 5' - 5"
10' - 0"
1' - 5"
8' - 6"
GWB1
8' - 2"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
8' - 0"
GWB1
1' - 5"
ALIGN
8' - 6"
ACT1
2 A104

1. ALL MATERIALS PROVIDED BY GENERAL CONTRACTOR U.N.O.

2. CELING HEIGHT TO BE 8'-0" U.N.O. CEILING FINISH TO BE ACT1 U.N.O.

3. CEILING TILES TO BE CENTERED IN ROOM U.N.O.

4. ALL CEILING GRID MAIN RUNNERS ARE TO RUN PERPENDICULAR TO JOISTS/BEAMS OR MAIN STRUCTURAL MEMBERS. EXCEPTION: CEILING GRID

MAIN RUNNERS ARE TO RUN PERPENDICULAR TO THE CORRIDOR WALLS WHERE THE CORRIDOR WALLS ARE 8'-0" WIDE OR LESS..

5. ALL CEILING PANELS TO BE INSTALLED IN THE SAME DIRECTION AS INDICATED BY AN ARROW OR A GROOVE ON THE BACK SIDE OF THE PANEL.

CEILING PLAN GENERAL NOTES
AL1 ALUMINUM SOFFIT

ES EXPOSED STRUCTURE
GWB1 GYPSUM BOARD SUPPORTED BY CHICAGO GRID
ACT1 ACOUSTICAL CEILING TEGULAR LAY-IN TILE - 24" X 24" ACT2 24"X48" GRID WITH VINYL COATED 3" THERMAL INSULATED

PANELS, BLACK TILES AND BLACK GRID

CEILING FINISH LEGEND
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 4' 8' 16'
SCALE: 1/8" = 1'-0"
PLAN N.

TRUE N.

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:03:34 PM LEVEL 3 -

OVERALL FLOOR
PLAN &

REFLECTED

CEILING PLAN
A103
DPerrault IWallace
SCALE: 1/8" = 1'-0"
LEVEL 3 - FLOOR PLAN 1
SCALE: 1/8" = 1'-0"
LEVEL 3 REFLECTED CEILING PLAN 2

CBC / ENERGY CODE AREAS

LEVEL OCCUPANCY AREA

CONDITIONED NON-RESIDENTIAL
LEVEL LL B 185 SF
LEVEL LL U 132 SF
LEVEL 1 B 1,522 SF
LEVEL 1 S-1 782 SF
LEVEL 1 U 390 SF
LEVEL 2 B 1,468 SF
LEVEL 3 B 1,468 SF
5,948 SF

CONDITIONED RESIDENTIAL
LEVEL LL R2.1 267 SF
LEVEL 1 R2.1 498 SF
LEVEL 2 B 272 SF
LEVEL 2 R2.1 8,775 SF
LEVEL 3 B 272 SF
LEVEL 3 R2.1 8,775 SF
18,858 SF

1. FOR ADDITIONAL UTILITY INFORMATION AND SYMBOLS REFER TO ROOF PLANS ON THE PLUMBING, HVAC AND ELECTRICAL DRAWINGS.

2. WHEN TETHER IS INSTALLED INTO BACK OF VERTICAL STEEL STUD PANEL,

UPON COMPLETION OF THE PROJECT, REMOVE TETHER AND REPAIR ROOFING MEMBRANE PER MANUFACTURER'S SPECIFICATIONS. WHEN

INSTALLED INTO BACK OF PRECAST PANEL, UPON COMPLETION OF PROJECT, REMOVE LIFTING EYE AND FILL HOLE WITH SEALANT.

3. WOOD BLOCKING AND NAILERS USED IN ROOF CONSTRUCTION SHALL BE FIRE RETARDANT TREATED LUMBER. EXAMPLE: HVAC CURB FRAMING.

ROOF PLAN GENERAL NOTES

SOLAR READY CALCULATIONS
PER CEC 110.10 AND TITLE 24, 15% OF THE ROOF AREA MUST BE SOLAR READY.

ROOF AREA: 11,758 SF
11,758SF X 0.15 = 1,764 SF REQUIRED TO BE SOLAR READY
1,800 SF PROVIDED AS SOLAR READY

SOLAR READY ZONE

ACCESS AISLE FOR SOLAR EQUIPMENT
1 A201
1 A200
2 A200
A
B
D
1 A300
2 A300
E
1 A301
2 A301
2 A201
1 A340
2 A340
C

ROOFTOP EQUIPMENT

DASHED LINE INDICATES

EQUIPMENT CLEARANCE
AREA.

SCUPPER AND DOWNSPOUT

TO BIO-RETENTION

PLANTER

FIRE DEPARTMENT

ACCESS STAIR TO ROOF

FIRE DEPARTMENT

ACCESS HATCH TO ROOF
3 A310
1 2 3 4 5 6 7 8
3 A202
2 A202
1 A202
3/8" / 12"
1/4" / 12" 1/4" / 12" 1/4" / 12"
1/4" / 12" 1/4" / 12" 1/4" / 12"
9" / 12" 9" / 12"
9" / 12" 9" / 12"
9" / 12" 9" / 12"
9" / 12" 9" / 12" 9" / 12" 9" / 12"
4 A202
5 A202
6 A202
1/4" / 12"
1/4" / 12"
1 A310
2 A310
3 A311
4 A311
9" / 12"
9" / 12"
9" / 12" 9" / 12"
1/4" / 12"

DIAGONAL HATCH

INDICATES AREA WITH

ADDED TAPERED

INSULATION FOR CROSS
SLOPE AND/OR CRICKET.

CRICKET

CRICKET
22' - 3" 24' - 3" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 22' - 4" 20' - 8" 26' - 0" 6' - 8" 9' - 0"
130' - 6 7/8"
OVERFLOW AT 2"

ABOVE SCUPPER
HEIGHT, TYP. AT EACH

SCUPPER
10'-0" MIN. 12' - 0"
6' - 8" 1' - 10" 12' - 0" 3' - 0" 9' - 2" 2' - 10" 17' - 10" 12' - 0"
75' - 0"
7' - 2"
3 G112
5 G112

SEE DETAILS

FOR DIAGRAM SHOWING

THAT MECHANICAL

SCREEN IS NOT
REQUIRED.
900 SF SOLAR READY ZONE SR1
900 SF SOLAR READY ZONE SR2

EQUIPMENT ACCESS WALKWAY
8 2
A104
SCUPPER TO GUTTER. EXTEND

GUTTER TO DOWNSPOUT TO ROUTE

STORMWATER INTO BIO-RETENTION

PLANTER

SCUPPER AND DOWNSPOUT

TO BIO-RETENTION

PLANTER

SCUPPER AND DOWNSPOUT

TO BIO-RETENTION

PLANTER

SCUPPER AND DOWNSPOUT

TO BIO-RETENTION

PLANTER

SCUPPER AND DOWNSPOUT

TO BIO-RETENTION

PLANTER
1' - 4"
2' - 1" 11' - 7" 1' - 4"
2' - 4"
2' - 4"
3' - 8" 1' - 4"
1' - 4"
13' - 10" 4" 1' - 4"
1' - 4" 3' - 8"
2' - 4"
2' - 4"
1' - 4"
4" 13' - 10" 1' - 4"
1' - 4" 13' - 10" 1' - 4" 14' - 2" 1' - 4"
4"
1' - 4"
1' - 8"
1' - 4" 6' - 0" 2' - 4"
2' - 4" 6' - 0" 1' - 4"
1' - 8"
3' - 10"
3' - 0"
4' - 6"
1' - 6"
2' - 1" 18' - 2" 9"
1' - 4"
1' - 6"
7' - 4" 3' - 2"
1' - 4"
3' - 0"
18' - 2" 3' - 7"
6" CFS PONY WALL TOP
PLATE AT EL. 133'-6" AT

LARGE GABLE
6" CFS PONY WALL TOP
PLATE AT EL. 132'-9" AT

SMALL GABLES

BLUE CENTERLINES INDICATE
PREFABRICATED CFS TRUSSES @
2' O.C.
6" CFS RAKE WALL
W1b

RAKE WALL,
TYP.

BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 4' 8' 16'
SCALE: 1/8" = 1'-0"
PLAN N.

TRUE N.

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:03:38 PM

ROOF PLAN -

OVERALL
A104
DPerrault IWallace
SCALE: 1/8" = 1'-0"
ROOF PLAN 1
SCALE: 1/2" = 1'-0"

SECTION THROUGH DOWNSPOUT TO PLANTER
2 8
8 8
Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
685
04 77300 - MANUFACTURED MASONRY VENEER - CULTURED
STONE
CS-1 CULTURED STONE
074200 - ALUMINUM COMPOSITE METAL PANEL
ACM-1 ALUMINUM COMPOSITE METAL PANELS
074600 - FIBER CEMENT PANELS
FC-1 6" FIBER CEMENT LAP SIDING, COLOR 1
FC-2 9" FIBER CEMENT LAP SIDING, COLOR 2
FC-3 4" FIBER CEMENT LAP SIDING, COLOR 3
FC-4 FIBER CEMENT PANEL W/ 6" GROOVES, COLOR 4
FC-5 FIBER CEMENT TRIM
077100 - MANUFACTURED ROOF SPECIALTIES
DS-1 DOWNSPOUT

ALUMINUM COPING CAP
ACC-1 PREFABRICATED TAPERED METAL COPING

088000 - GLAZING
IG-1 VISION GLASS - CLEAR
IG-1S VISION GLASS - CLEAR - SAFETY GLAZING

IG-FS FROSTED GLASS, SAFETY GLAZING

MISCELLANEOUS

CJ CONTROL JOINT

EJ EXPANSION JOINT

EXTERIOR MATERIALS
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
1 A300
2 A300
ROOF
130' - 0"

LEVEL LL
86' - 9"
3 A310
87654321

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"
55' - 0"
EEE
D
EEE
EE
EE
AA
AA

AAAAAAAA
EE
AA
BB
001A
10' - 0"
FC-2
FC-4 FC-4
FC-3
FC-4
FC-3 SV-1 SV-1
FC-2 FC-1
FC-2
FC-1 FC-1
FC-3
FC-1
FC-4
FC-4
FC-4
FC-4
DD
DDD
DDDDD
DD
DD
CC
DD

EXISTING RAILING

NEW TRELLIS ON EXISTING RETAINING WALL
BENCH
EE
FC-4
DD
DD
EE
DD
EE
TYP.
3' - 6"
TYP. PARAPET
2' - 7"

TALL PARAPET
4' - 5"
TYP. EAVE
2' - 8"
TYP. EAVE
1' - 8" 1' - 8"
3 A311
2' - 1"
3 A200
10' - 3" 11' - 0" 11' - 1" 10' - 11" 9' - 0"
52' - 3"
FC-5
FC-5
FC-5
FC-5
FC-5
FC-1
FC-1 FC-1 FC-1
BASIS OF DESIGN:

FYPON FRLV36
BASIS OF DESIGN:

FYPON BMSMT
10X12X168 WITH CAP
BASIS OF DESIGN:

FYPON BMSMT
8X10X168 WITH CAP
8 A311
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
ABDE
ROOF
130' - 0"

LEVEL LL
86' - 9"
1 A301
2 A301
C
7 A311

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9" 55' - 0"
W2
AABB
BB
333
233
001B
?
FC-2
FC-2
AB
1 A310
4 A311
2' - 2"
3' - 4"
1 A503
5' - 6" 2' - 6"
PLANTER PONDING HT.
85' - 0"

GUTTER CONNECTING BALCONY
ROOF TO DOWNSPOUT AND BIORETENTION PLANTER
8 8
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 2.5' 5' 10'
SCALE: 3/16" = 1'-0"
PLAN N.

TRUE N.

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:04:17 PM

EXTERIOR

ELEVATIONS
A200
DPerrault IWallace
SCALE: 3/16" = 1'-0"

NORTH ELEVATION
1 SCALE: 3/16" = 1'-0"

EAST ELEVATION
2 SCALE: 1/4" = 1'-0"
ENLARGED ELEV. - MAIN ENTRY
3 Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
686
04 77300 - MANUFACTURED MASONRY VENEER - CULTURED
STONE
CS-1 CULTURED STONE
074200 - ALUMINUM COMPOSITE METAL PANEL
ACM-1 ALUMINUM COMPOSITE METAL PANELS
074600 - FIBER CEMENT PANELS
FC-1 6" FIBER CEMENT LAP SIDING, COLOR 1
FC-2 9" FIBER CEMENT LAP SIDING, COLOR 2
FC-3 4" FIBER CEMENT LAP SIDING, COLOR 3
FC-4 FIBER CEMENT PANEL W/ 6" GROOVES, COLOR 4
FC-5 FIBER CEMENT TRIM
077100 - MANUFACTURED ROOF SPECIALTIES
DS-1 DOWNSPOUT

ALUMINUM COPING CAP
ACC-1 PREFABRICATED TAPERED METAL COPING

088000 - GLAZING
IG-1 VISION GLASS - CLEAR
IG-1S VISION GLASS - CLEAR - SAFETY GLAZING

IG-FS FROSTED GLASS, SAFETY GLAZING

MISCELLANEOUS

CJ CONTROL JOINT

EJ EXPANSION JOINT

EXTERIOR MATERIALS
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
EDBA
ROOF
130' - 0"

LEVEL LL
86' - 9"
1 A301
2 A301
C
OPEN

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"
55' - 0"
121
FC-1
FC-1
FC-1
FC-2
FC-4
FC-1
FC-3
FC-5
FC-5
SB-1
GUARDRAIL AT 42" A.F.F.

CRAWLSPACE VENT PER MECH.

PLANTER PONDING HT.
85' - 0"
LEVEL 2
108' - 0"
LEVEL 3
119' - 1"
1 A300
2 A300
ROOF
130' - 0"
12345678

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"
AAAC
AA
AAAA
AA
AAAAAA
AA
AA
AA
AA
FC-1
FC-3
FC-1
FC-2
FC-1
FC-1
FC-1
FC-4
FC-2
FC-4
FC-2
FC-4
SCUPPER & DOWNSPOUT, TYP.

C
2 A104
EDB
1 A301
2 A301
C
7 A311
108 109
FC-1
FC-1
SV-1
100B
SA-0A 4
A311
2 A503
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 2.5' 5' 10'
SCALE: 3/16" = 1'-0"
PLAN N.

TRUE N.

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:04:52 PM

EXTERIOR

ELEVATIONS
A201
DPerrault IWallace
SCALE: 3/16" = 1'-0"

WEST ELEVATION
2 SCALE: 3/16" = 1'-0"

SOUTH ELEVATION
1 SCALE: 3/16" = 1'-0"

GARAGE ENTRY ELEVATION
3 Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
687
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
ROOF
130' - 0"
8 PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"
FC-2
FC-2
2 A310
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
B
D
ROOF
130' - 0"
1 A301
2 A301 C

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"
NOTE: FINAL GRADE TO BE

DETERMINED ONCE EXISTING

PATIO HAS BEEN DEMOLISHED
B
B
FC-2
FC-1
1 A310
FC-5
FC-2
FC-2
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
ROOF
130' - 0"
8 PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"
NOTE: FINAL GRADE TO BE

DETERMINED ONCE EXISTING

PATIO HAS BEEN DEMOLISHED
FC-2
2 A310
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 2.5' 5' 10'
SCALE: 3/16" = 1'-0"
PLAN N.

TRUE N.

N
E
S
W
1 A300
2 A300
ROOF
130' - 0"
1 A340
2 3 4 5 6 7

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"

GABLE VENT, TYP
FC-2 FC-2
FC-2
4' - 2" (TYP. AT RO

OF INTERIOR)
1' - 2"
3 A311
1 A300
2 A300
ROOF
130' - 0"
7 6 5 4 3 2
FC-2 FC-2
FC-2
2 A104
04 77300 - MANUFACTURED MASONRY VENEER - CULTURED
STONE
CS-1 CULTURED STONE
074200 - ALUMINUM COMPOSITE METAL PANEL
ACM-1 ALUMINUM COMPOSITE METAL PANELS
074600 - FIBER CEMENT PANELS
FC-1 6" FIBER CEMENT LAP SIDING, COLOR 1
FC-2 9" FIBER CEMENT LAP SIDING, COLOR 2
FC-3 4" FIBER CEMENT LAP SIDING, COLOR 3
FC-4 FIBER CEMENT PANEL W/ 6" GROOVES, COLOR 4
FC-5 FIBER CEMENT TRIM
077100 - MANUFACTURED ROOF SPECIALTIES
DS-1 DOWNSPOUT

ALUMINUM COPING CAP
ACC-1 PREFABRICATED TAPERED METAL COPING

088000 - GLAZING
IG-1 VISION GLASS - CLEAR
IG-1S VISION GLASS - CLEAR - SAFETY GLAZING

IG-FS FROSTED GLASS, SAFETY GLAZING

MISCELLANEOUS

CJ CONTROL JOINT

EJ EXPANSION JOINT

EXTERIOR MATERIALS
A B
D
ROOF
130' - 0"
1 A301
2 A301 C

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:05:07 PM

EXTERIOR

ELEVATIONS
A202
DPerrault IWallace
SCALE: 3/16" = 1'-0"

NORTH BALCONY ELEVATION
1 SCALE: 3/16" = 1'-0"
EAST BALCONY ELEVATION 2
SCALE: 3/16" = 1'-0"
SOUTH BALCONY ELEVATION 3
SCALE: 3/16" = 1'-0"
ROOF ELEVATION FACING NORTH 4
SCALE: 3/16" = 1'-0"
ROOF ELEVATION FACING SOUTH 5
SCALE: 3/16" = 1'-0"
ROOF ELEVATION FACING WEST 6
Document Release
No. Description Date
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
688
UP
E
3 A310
6 7 8
2 A261
1 A261
4 A260
4 A311
A11
A10
A12
A10
A12
2' - 0"
2' - 0"
2' - 0"
E
3 A310
6 7 8

VESTIBULE
001
2 A261
1 A261
4 A260
4 A311
8' - 2" 5' - 8"
A1
A2
A2
A6
A7
A9
A8
A250 12
A2
D
E
3 A310
7 8
2 A261
1 A261
4 A260
A
5 D200
4 AD200
VERIFY
3' - 5 3/4"
4' - 0"
2' - 2"
A4
A5
A3
A4
A4
A5
A14

UNOCCUPIABLE
SPACE
A4
LEVEL 1
97' - 0"
E

LEVEL LL
86' - 9"
2 A261
5 A261
16 A504
3 A261
4 A261
5" 3' - 1"
1' - 4" 1' - 11" 6' - 6" 3' - 6"
4" 12' - 2"

UNOCCUPIABLE SPACE
EXISTING AL LEVEL 1
78' - 0"
8 PLANTER PONDING HT.
85' - 0"

BOTTOM OF PIPE
82' - 6"

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:05:32 PM

COVERED

WALKWAY PLANS
& SECTION
A260
DPerrault IWallace
SCALE: 1/4" = 1'-0"
LEVEL 1 - ENLARGED COVERED WALKWAY ROOF 1
SCALE: 1/4" = 1'-0"
LEVEL LL - ENLARGED COVERED WALKWAY 2
SCALE: 1/4" = 1'-0"
LEVEL AL 01 - ENLARGED COVERED WALKWAY
3 SCALE: 1/2" = 1'-0"
WALKWAY WALL SECTION 1 4

WALKWAY PLAN KEYNOTES
Key Value Keynote Text
A1 EXISTING GUARDRAIL TO REMAIN.

A2 NEW GUARDRAIL, SURFACE MOUNTED, AT 42" AFF.

A3 EXISTING WALL FRAMING TO RECEIVE EXTERIOR FINISH AND WEATHER-TIGHT ENCLOSURE TO MATCH EXISTING BUILDING. MATCH INTERIOR FINISH IF DAMAGED.

A4 NEW FOUNDATION WALLS AND COLUMNS. SEE STRUCTURAL.

A5 EXISTING RETAINING WALL. SEE ELEVATIONS FOR WALL REMOVAL LOCATIONS.

A6 INFILL PARTITION TO MATCH EXISTING BUILDING CONSTRUCTION, EXTERIOR FINISH AND WEATHER-TIGHT ENCLOSURE.

A7 NEW EXTERIOR DOOR TO MATCH EXISTING BUILDING STANDARD. SEE DOOR SCHEDULE.

A8 NEW CONCRETE OVER METAL DECK. SEE STRUCTURAL.

A9 PORTION OF METAL DECK CANTILEVER TO EXISTING BUILDING. SEE STRUCTURAL.

A10 NEW ROOF CANOPY.

A11 INFILL EXISTING ROOF WHERE HALLWAY ROOF CONNECTION IS REMOVED. MATCH EXISTING BUILDING ROOFING AND WEATHER-TIGHT ENCLOSURE.

A12 NEW PREFINISHED FASCIA AND GUTTERS.

A14 EXISTING BUILDING EGRESS DOOR TO REMAIN.

Document Release
No. Description Date
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
689
LEVEL 1
97' - 0"

LEVEL LL
86' - 9"
3 A310
8 7
10' - 0" 1' - 11"
1 A261
4 A260
8' - 2 1/2" 6 1/2" 7' - 4 1/2"
APPROX.
2' - 7 1/2"

UNOCCUPIABLE SPACE

OPEN TO

EXTERIOR
4 A261
SIM
7 A261
6 A261
EXISTING AL LEVEL 1
78' - 0"
8 PLANTER PONDING HT.
85' - 0"

BOTTOM OF PIPE
82' - 6"

BOTTOM OF SLAB
82' - 0"
LEVEL 1
97' - 0"
E

LEVEL LL
86' - 9"
2 A261
5' - 9" 3' - 6" 8' - 9"
5" 2' - 9"
MAX.
4"
4" 6' - 5 3/4"

PREFINISHED ALUMINUM

GUARDRAIL, SURFACE

MOUNTED WITH BASE PLATE

TO FLOOR SYSTEM

BASIS OF DESIGN - ATR
TECHNOLOGIES 6-A PICKET
GUARDRAIL: 3/4" SQUARE
PICKETS, 4" O.C.; 2" SQUARE
POSTS, 1-1/2" SQUARE TOP
AND BOTTOM RAILS, 3"x1-1/2"

HANDRAIL

UNOCCUPIABLE SPACE
EXISTING AL LEVEL 1
78' - 0"
PLANTER PONDING HT.
85' - 0"

BOTTOM OF PIPE
82' - 6"

BOTTOM OF SLAB
82' - 0"

SHEATHING

LAP SIDING - SEE ELEVATIONS

FOR COLOR AND TEXTURE

WEATHER BARRIER

LIGHT GAUGE SOFFIT FRAMING

ALUMINUM SOFFIT PANEL

PREFINISHED 'J' TRIM

LIGHT GAUGE METAL FRAMING

CONCRETE FOUNDATION WALL
5/8" TYPE X GYPSUM
BOARD
2" RIGID INSULATION
6" STEEL STUD

WEATHER BARRIER

CONCRETE SLAB -

SEE STRUCTURAL

EXTERIOR GYPSUM SHEATHING

LIGHT GUAGE FRAMING

FIBER CEMENT TRIM BOARD

PREFINISHED ALUMINUM
FASCIA

PREFINISHED 'J' TRIM

LIGHT GAUGE SOFFIT FRAMING

ALUMINUM SOFFIT PANEL

HEMMED EDGE CONTINUOUS CLEAT
8" 8"

BLIND FASTEN ALUMINUM FASCIA

METAL DECK

CONCRETE TOPPING
GUTTER

TPO ROOF MEMBRANE, FULLY

ADHERED

LAP MEMBRANE OVER DRIP EDGE
8 8

FRT WOOD NAILER

FOUNDATION WALL

CONCRETE EXPANSION MATERIAL
CONCRETE SIDEWALK. SLOPE
AWAY FROM BUILDING 2% MIN.

SELF-ADHERED FLASHING

LAPPED OVER METAL FLASHING

ALUMINUM FLASHING

SHEATHING

RIGID FOUNDATION INSULATION

VAPOR RETARDER

LAP SIDING - SEE ELEVATIONS

FOR COLOR AND TEXTURE

WEATHER BARRIER

METAL DECK
REESE S483AV THRESHOLD.

NOTCH AT STOP AND BUTT AGAINST

JAMB, ANCHOR TO NAILER, AND SET
IN CONTINUOUS BEAD OF SEALANT.

STEEL DOOR IN STEEL FRAME
REESE DB597AP DOOR SHOE
2x TREATED WOOD

BLOCKING

CONCRETE FOUNDATION

CONCRETE TOPPING

STEEL DECKING

EXISTING FLOOR STRUCTURE

PATCH CONCRETE TOPPING AND
FLOOR FINISH AS NECESSARY.

HM DOOR AND FRAME FLUSH METAL FLOOR COVER

EXPASION JOINT, OR SIMILAR

SELF LEVELING GROUT BED

ANCHOR PER MANUFACTURER

STEEL ANGLE SUPPORT

METAL DECK

EXTERIOR WALL CONSTRUCTION TO

MATCH EXISTING ASSISTED LIVING

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:05:36 PM

COVERED

WALKWAY

SECTIONS &

DETAILS
A261
DPerrault IWallace
SCALE: 1/2" = 1'-0"
WALKWAY WALL SECTION 2
SCALE: 1/2" = 1'-0"
WALKWAY WALL SECTION 2
1 SCALE: 3" = 1'-0"
SOFFIT @ EXTERIOR WALL TRANSITION
4 SCALE: 3" = 1'-0"
FASCIA @ CANOPY EDGE
5 SCALE: 3" = 1'-0"
SIDING @ FOUNDATION/RETAINING WALL
3 SCALE: 3" = 1'-0"
DOOR THRESHOLD @ COVERED WALKWAY 7
SCALE: 3" = 1'-0"
EXPANSION JOINT @ COVERED WALKWAY 6
Document Release
No. Description Date
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
690
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
EDBA
ROOF
130' - 0"

LEVEL LL
86' - 9"
2 A301
C

STAIR B
SB-1

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"

MC COMPANION
220

CORRIDOR
240

MC COMPANION
221

MC COMPANION
320

CORRIDOR
340

MC COMPANION
321
W1c
1 HR
W1a
1 HR
8' - 4"
1 A311

OPEN PARKING GARAGE

BIOFILTRATION

PLANTER
EXIST. RETAINING
WALL
EXIST. PAVING

EXISTING RETAINING

WALL & PARKING

STRUCTURE

EXISTING GUARDRAIL
C4
E4.1s E4.1s

CEILING GRID WITH

INSULATED TILES

SUB GLASS MAT
SHEATHING. VENTS INTO

UNHEATED CRAWLSPACE
PER MECH.

A4
7' - 2"
F2
F2
R1
F1
F1
PLANTER PONDING HT.
85' - 0"

BOTTOM OF PIPE
82' - 6"

BOTTOM OF SLAB
82' - 0"
105' - 0"
108' - 0"
106' - 6"
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
BA
D
E
ROOF
130' - 0"

LEVEL LL
86' - 9"
2 A301
C
LOBBY
100

VESTIBULE
001

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"

MC STUDIO
203

PRIVATE DINING/ACTIVITY
231

DISCOVERY ROOM
104

MC STUDIO
303

STORAGE
109

CORRIDOR
239

CORRIDOR
339
MEDS
337
MEDS
237

PRIVATE DINING/ACTIVITY
331
W1b
1 HR
W2
1 HR
W1b
1 HR
W1b
1 HR
W1b
1 HR
2 A311
5 A311
5 A311
SIM
(VFY. OVERRUN WITH ELEV. MFR.)
12' - 11"
2 A563
2 A563

VAPOR BARRIER & MUD SLAB

IN HEATED CRAWLSPACE

HEATED CRAWLSPACE
C4
ELEV. SHAFT
4"
F2
F2
R1
R1
R2
R3
F1
F1
8 PLANTER PONDING HT.
85' - 0"

BOTTOM OF PIPE
82' - 6"

BOTTOM OF SLAB
82' - 0"
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 2.5' 5' 10'
SCALE: 3/16" = 1'-0"
PLAN N.

TRUE N.

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:05:40 PM

BUILDING

SECTIONS
A300
DPerrault IWallace
SCALE: 3/16" = 1'-0"

BUILDING SECTION B (NORTH/SOUTH)
1 SCALE: 3/16" = 1'-0"

BUILDING SECTION A (NORTH/SOUTH)
2 Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
691
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
1 A300
2 A300
ROOF
130' - 0"

LEVEL LL
86' - 9"
10' - 11" 11' - 1" 11' - 0" 10' - 3"
1 A340
LOBBY
100

STAIR A
SA-1

STAIR A
SA-0
8 7 6 5 4 3 2 1

OPEN PARKING GARAGE

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"

BALCONY
333
ELEV. MACH.
002

STAIR A
SA-2

MC STUDIO
206

STAIR A
SA-3

MC STUDIO
306

MC STUDIO
308

MC STUDIO
208

MC STUDIO
210

MC STUDIO
310

MC STUDIO
212

MC STUDIO
312

LIVING ROOM
341

MC COMPANION
220

MC COMPANION
320

DINING/ACTIVITY
232

DINING/ACTIVITY
332

THERAPY
101
6 A311

MC STUDIO
314

MC STUDIO
316

MC STUDIO
216

MC STUDIO
214 LIVING ROOM
241
8"
8' - 4"
F2
F2
R1
F1
PLANTER PONDING HT.
85' - 0"

BOTTOM OF PIPE
82' - 6"

BOTTOM OF SLAB
82' - 0"
2' - 9" (PONY WALL TOP PLATE)
132' - 9"
6' - 0"
133' - 6"
3' - 6" (PONY WALL AT TOP PLATE

PREFABRICATED CFS TRUSSES
BEARING ON 6" CFS PONY WALLS,

TYP AT ALL GABLES
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
1 A300
2 A300
ROOF
130' - 0"

STAFF LOUNGE
336

BALCONY
333
TOILET
107
8 7 6 5 4 3 2 1

PROPOSED ALLOWABLE BUILDING HEIGHT
141' - 9"

CORRIDOR
240

CORRIDOR
340

CORRIDOR
240
ELEC.
108

STORAGE
109

DIRECTOR
236
W1a
1 HR
9' - 3" 2' - 2" 8' - 11"

MC COMPANION
221

MC COMPANION
321

CORRIDOR
339

CORRIDOR
239
SALON
102

UTILITY
102A

GENERATOR
123

INSULATE CEILING OF GENERATOR

ROOM AND INSULATE WALLS ABOVE

INSULATED GARAGE CEILING GRID
F2
F2
R1
F1
2 A104
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 2.5' 5' 10'
SCALE: 3/16" = 1'-0"
PLAN N.

TRUE N.

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:05:52 PM

BUILDING

SECTIONS
A301
DPerrault IWallace
SCALE: 3/16" = 1'-0"
BUILDING SECTION D (EAST/WEST) 1
SCALE: 3/16" = 1'-0"
BUILDING SECTION C (EAST/WEST) 2
Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
692
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
D E
ROOF
130' - 0"

LEVEL LL
86' - 9"
2 A340
C
1' - 11"
1' - 0"
1' - 0"
18 EA. TREADS - MIN. 11"
16' - 6"
1' - 11"
17 EA. TREADS @ 11" EA.
15' - 7"
19 RISERS AT 7" EACH
11' - 1"
18 RISERS AT 6.95" EACH
11' - 0"
18 RISERS AT 6.83" EACH
10' - 3"
3' - 0"
3' - 0" 3' - 0"3' - 0" 3' - 0"
3' - 0"
MIN. 80" HEAD

CLEARANCE
MIN. 80" HEAD

CLEARANCE

DIAMOND PLATE

TREADS AND RISERS

DIAMOND PLATE

TREADS AND RISERS

DIAMOND PLATE

TREADS AND RISERS

FIRE DEPARTMENT

ACCESS ROOF STAIRS -

METAL GRATE TREADS
12' - 3"
4 A311
6' - 8"
B4.2s
B4.2
B4.2s
6' - 8"
6' - 8"
6' - 8"
6' - 8"
19R @ 0' - 7"
19R @ 0' - 6 15/16"
18R @ 0' - 6 13/16"
18 EA. TREADS - MIN. 11"
16' - 6"
1' - 0"
CLEAR
8' - 0 3/8"
5' - 1 1/2" CLEAR
11" 1' - 0"
CLEAR
3' - 10 1/4"
6' - 8"
11" 1' - 0"
CLEAR
3' - 10 1/4"
1' - 0"
11" 1' - 0"
CLEAR
3' - 10 1/4"
CLEAR
5' - 1 1/2"
5' - 1 1/2" CLEAR
6 7/8"
7"
1' - 2"

PROVIDE CONTRASTING STRIPE AT
STAIR TREADS (TYP.)

ALL TREAD SURFACES TO BE SLIP

RESISTANT (TYP)
PLANTER PONDING HT.
85' - 0"

BOTTOM OF PIPE
82' - 6"
1 A340
6 11
A505
B4.2s
A4
B4.2s
B4.2
B4.2
W3a
D
E
1 A340
2 A340
C C
6 1' - 0"1' - 0" 3' - 10 1/4"

STAIR A
SA-1
SA-1B
EXTEND 2-HOUR RATING OF

EXTERIOR WALL TO CORNER

STANDPIPE
4 A311
16 A561
16 A561
2-HOUR EXTERIOR

WALL BETWEEN STAIR

AND PARKING
W3a A4
B4.2
W1a
W1b
B4.2
9' - 0" 7' - 6"
3' - 8" CLR.
3' - 7" CLR.
4' - 6 1/8" 4' - 3 5/16"
5' - 2 3/4" 8' - 7 1/8"
14' - 1 145/256"
SA-1A
5' - 0"
5' - 0"
1' - 6"
4' - 0"
1' - 0"
SA-1A
1' - 7"
3' - 8"
3' - 8"
5' - 0"
1' - 6"
TACTILE SIGN:
"EXIT STAIR
DOWN"
8 TACTILE SIGN:
"EXIT STAIR
DOWN"
8 9"
9"
D
E
1 A340
2 A340
C C
6 STAIR A
SA-2 SA-2
EXTEND 2-HOUR RATING OF

EXTERIOR WALL TO CORNER

STANDPIPE
C
W3a B4.2s
B4.2
B4.2s
B4.2s
B4.2s
B4.2s
W1a
W1b
4 A311
4' - 6 1/8" 4' - 1 7/8"
3' - 8"
3' - 8"
1' - 6"
5' - 0" 4' - 0"
1' - 0"
1' - 11" 9' - 0" 6' - 8" 10" 1' - 0"
TACTILE SIGN:
"EXIT STAIR
DOWN"
8 D
E
1 A340
2 A340
C C
6 STAIR A
SA-3
SA-3
EXTEND 2-HOUR RATING OF

EXTERIOR WALL TO CORNER

STANDPIPE
C
B4.2s
W1b
W1a
W3a
B4.2s
A4
B4.2s
B4.2
B4.2s
B4.2s
4 A311
4' - 6 1/8" 4' - 1 7/8"
DN
1' - 0" 7' - 6" 5' - 9" 1' - 0"
UP
3' - 8"
3' - 8"
3' - 8 7/8"
2' - 3"
5' - 2 205/256" 8' - 7 9/64"
1' - 6"
5' - 0" 4' - 0"
1' - 0"
TACTILE SIGN:
"EXIT STAIR
DOWN"
8 D
E
1 A340
2 A340
C C
6 SA-0B STAIR A
SA-0
SA-0A

STANDPIPE

STANDPIPE
4 A311
1' - 11"
3' - 8"
4' - 6 1/8" 4' - 3 5/16"
1' - 4"
4' - 6 1/8" 4' - 3 5/16"
TACTILE SIGN: "EXIT"
B4.2
B4.2
W2
W4
A4
W2
W2
W4
W2
42" GUARDRAIL TO

PREVENT ACCESS

BELOW STAIR ,
PROVIDE 27" HIGH

HORIZONTAL MEMBER

FOR CANE DETECTION
1' - 6"
5' - 0"
1' - 0"
4' - 0"
1' - 0"
4' - 6" 4' - 0"
2' - 0"

PULL SIDE LATCH APPROACH

PUSH SIDE WITH
CLOSER

PULL SIDE FRONT APPROACH
8 9"
D
1 A340
2 A340
C
C
NOTE: PLAN FLIPPED 90 DEGREES
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 1.25' 2.5' 5'
SCALE: 3/8" = 1'-0"
PLAN N.

TRUE N.

N
E
S
W
HANDRAIL:
- GRIPPING SURFACE TO BE CONTINUOUS, WITHOUT

INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION
ELEMENTS, OR OBSTRUCTIONS.

MITER RAILING

CORNERS AND

RETURN TO WALL

TREAD DEPTH
1'-0" @ TOP

LAST RISER
1 1/2" MIN. 1 1/2"

ATTACH W/

STANDARD

FASTENERS

BLOCKING IN
WALL

PLAN VIEW

RAILING END DETAILS

CIRCULAR

CROSS SECTION
+ 1'-0" @ BOTTOM
1 1/2" DIA. PIPE

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:06:12 PM

STAIR A -

ENLARGED

PLANS AND

SECTIONS
A340
DPerrault IWallace
SCALE: 3/8" = 1'-0"

STAIR A - LONGITUDINAL SECTION
1 SCALE: 3/8" = 1'-0"

STAIR A - CROSS SECTION
2 SCALE: 3/8" = 1'-0"
STAIR A - LEVEL 1 4
SCALE: 3/8" = 1'-0"
STAIR A - LEVEL 2 5
SCALE: 3/8" = 1'-0"
STAIR A - LEVEL 3 6
SCALE: 3/8" = 1'-0"
STAIR A - LEVEL LL 3
SCALE: 3/8" = 1'-0"

STAIR A - ROOF
7 SCALE:

STAIR A - 3D
8 SCALE: 3/4" = 1'-0"

STAIR HANDRAILS
9 Document Release
No. Description Date
1 SCHEMATIC DESIGN SET 11-09-2022
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
693
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
LEVEL 3
119' - 1"
B A
ROOF
130' - 0"
2 A341
15 RISERS @ 6 15/16" EA.
8' - 8"
19RISERS @ 7" EA.
11' - 1"
18 RISERS @ 6 3/4" EA.
11' - 0"
1' - 0"
3' - 3"
18 TREADS @ 11" EA.
16' - 6"
CLEAR
3' - 9"
5' - 10 1/2"
CLEAR
3' - 9"

STAIR B
SB-3

STAIR B
SB-2

STAIR B
SB-1

CORRIDOR
340

CORRIDOR
240
6' - 8"6' - 8" 6' - 8"
6' - 8"

EXTEND CENTER WALL TO UNDERSIDE OF
ROOF, AND 42" ABOVE UPPER LANDING

WHERE ROOF HATCH OCCURS
3' - 6"
23 A564

PROVIDE GUARD AND HANDRAILS IN HATCH

OPEN POSITION
6' - 8"
15R @ 0' - 6 15/16"
19R @ 0' - 7"
16R @ 0' - 6 3/4"
14 TREADS @ 11" EA.
12' - 10"
15 TREADS @ 11" EA.
13' - 9"
1' - 0" 11"
1' - 0 1/8"
1' - 0" 11"
3' - 0"
3' - 0"
1' - 0" 11"
CLEAR
3' - 8 5/8"
CLEAR
6' - 0"
3' - 0"

PROVIDE CONTRASTING STRIPE
AT STAIR TREADS (TYP.)

ALL TREAD SURFACES TO BE SLIP

RESISTANT (TYP)
11"
4 RISERS @ 7" EA.
2' - 4"
8' - 4"
3 TREADS @ 11" EA.
2' - 9" 5' - 6" 4' - 1"

RIGID INSUL AT

WALL BELOW STAIR
1 A341
10' - 11" 11' - 1" 11' - 0"
2 MC COMPANION
221

MC COMPANION
321

MC STUDIO
319

MC STUDIO
219

STAIR B
SB-2

STAIR B
SB-3

STAIR B
SB-1
3 1/4"
3 1/2"
5' - 4"
4' - 0 5/8" CLR.
4' - 0 5/8" CLR.
4' - 0 5/8" CLR.

B
2 A341
1 A341
1 1
2 2
FIRE
121

TRASH ALCOVE
122

STAIR B
SB-1
99' - 0"
5 G112
123
121
SB-1
6' - 1" 1' - 11"
3 EA. TREADS - MIN. 11"
2' - 9" 8' - 6" 4' - 2"
6' - 8" 8' - 4" 4' - 6"
10" 6' - 3 7/8" 3 5/8" 11' - 6" 4' - 1 1/2" 4' - 10"
5' - 7" 6' - 0"
1' - 3"
W3a
W3a
B4.2
B4.2
A4.1
B4.2
W1a
W1a
W1a W1a
W1a
4R @ 0' - 6"
A4
1' - 0"

GENERATOR
123 REC. ALCOVE
124

UNINSULATED CRAWLSPACE

DASHED LINE

INDICATES WALL

ABOVE CONCRETE

RETAINING WALL
6' - 0"
7 1/2"
4' - 10"
3' - 8"
3' - 8"
1' - 4" 6' - 1 1/2" 12' - 6" 8' - 11 1/2"
ALIGN

TACTILE
SIGN:
"EXIT"
8 4' - 0"
1' - 0"
1' - 6"
5' - 0"
MAX 1:20 SLOPE TO

PROPERTY LINE
9"
8 A
B
2 A341
1 A341
26' - 9 13/16"
2 3' - 11 1/16"
SB-2
B4.2
B4.2
B4.2
B4.2
W1c
W1c W1c

STAIR B IS NOT AN ACCESSIBLE

MEANS OF EGRESS SO DOOR
CLEARNACE PER CBC 11B IS

NOT REQUIRED AT THIS DOOR
UP
DN
3' - 3"
1' - 0"
A4
B4.2
1 1/2" 4' - 11 1/2" 4' - 9 1/2" 1' - 3"
4' - 0 5/8" 4' - 4"
TACTILE SIGN:
"EXIT STAIR DOWN"
8 9"
A
B
2 A341
1 A341
10" 20' - 8" 2' - 2 3/4"
2 7
A341

STAIR B
SB-3
SB-3
B4.2s
B4.2s
W1c
W1c
B6.2s
W1c
A4
B4.2s
B4.2s
B4.2s
DN
UP
1' - 0"
4' - 5" 11"
3' - 8"
3' - 9"
11 3/4"
3' - 8"
1 1/2" 4' - 11 1/2" 4' - 9 1/2" 1' - 3"
4' - 0 5/8" CLR. 4' - 4" CLR.

TACTILE SIGN:
"EXIT STAIR
DOWN"
8 9"
A
B
2 A341
1 A341
2 STAIR ACCESS PER

APPROVED

ALTERNATE MEANS

AND METHODS PER

SAN MATEO FIRE

DEPARTMENT
7 A341
11 1/4"
8' - 0"
DN
4' - 1"
DN
UP
9' - 7" 2' - 9" 8' - 4"
DN
11"
3' - 8"

PROVIDE GUARD AND HANDRAILS IN HATCH
OPEN POSITION.

EXTEND CENTER WALL TO UNDERSIDE OF
ROOF, AND 42" ABOVE UPPER LANDING

WHERE ROOF HATCH OCCURS
4 1/2" 9' - 2"
13' - 0" 7' - 6"
LEVEL 3
119' - 1"
B A
ROOF
130' - 0"
2 A341

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:06:24 PM

STAIR B -

ENLARGED

PLANS AND

SECTIONS
A341
DPerrault IWallace
SCALE: 3/8" = 1'-0"

STAIR B - LONGITUDINAL SECTION
1 SCALE: 3/8" = 1'-0"

STAIR B - CROSS SECTION
2 SCALE: 3/8" = 1'-0"
STAIR B - LEVEL 1 3
SCALE: 3/8" = 1'-0"
STAIR B - LEVEL 2 4
SCALE: 3/8" = 1'-0"
STAIR B - LEVEL 3 5
SCALE: 3/8" = 1'-0"
STAIR B - ROOF 6
SCALE: 3/8" = 1'-0"

STAIR B - ROOF STAIR
7 SCALE:

STAIR B - 3D
8 Document Release
No. Description Date
2 ZONING PRE-APPLICATION SET 12-21-2022
3 DESIGN DEVELOPMENT SET 02-02-2023
4 ZONING APPLICATION SET 02-08-2023
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
694
D D
E
C C
8 A342
8 8
2 A202
4' - 6"

CAST-IN-PLACE CONCRETE STAIRS,
TYPICAL. MIN. 11" TREAD, MAX. 7" RISER
ALUMINUM HANDRAIL, 36"
AFF, TYPICAL.
7 A342

DASHED LINE INDICATES EXTENT OF

PATIO ROOF ABOVE

EXISTING

RETAINING WALL
BELOW

NEW RETAINING
WALLS

DASHED LINE INDICATES EXTENT OF

CANOPY ABOVE
6 A342
5 A342
2 A261
1 A261

EXISTING

RETAINING WALL
BELOW

EXISTING

RETAINING WALL
(UNALTERED)
4' - 0"
4' - 0"
101' - 0"
96' - 0"
92' - 7"
96' - 0"

GUARDRAIL AT
42" AFF.
5 G112
A3
A3
1C
1C
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
14 RISERS AT 6.85" EACH
8' - 0"
14 TREADS AT 11" EACH
12' - 11"
LEVEL 1
97' - 0"

LEVEL LL
86' - 9"
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"

NEW RETAINING WALL

BALCONY POST
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
D C

CUT EXISTING RETAINING WALL TO BELOW SLAB ON GRADE
LEVEL 2
108' - 0"
LEVEL 1
97' - 0"
A A
4 A342
2' - 10"

EXISTING RETAINING WALL
14 TREADS
@ 11" EA.
12' - 10"

FIRE PERSONNEL ACCESS STAIR
106' - 6"
BACKFILL BETWEEN WALL AT STAIR TO 6" BELOW STAIR
GUARDRAIL AT 36" ABOVE NOSING
GUARDRAIL AT 42" A.F.F.
© 2024 ERDMAN COMPANY
Drn: Chk:

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_A_R21.rvt3/22/2024 3:06:35 PM

SITE STAIR

SECTIONS AND

ENLARGED
PLANS
A342
DPerrault IWallace
SCALE: 3/8" = 1'-0"

EAST SITE STAIR - ENLARGED PLAN
1 SCALE: 3/8" = 1'-0"
WEST SITE STAIR - SECTION 4
SCALE: 3/8" = 1'-0"
EAST SITE STAIR - SECTION 1 8
SCALE: 3/8" = 1'-0"
EAST SITE STAIR - SECTION 2 7
SCALE: 3/8" = 1'-0"
EAST SITE STAIR - SECTION 3
6 SCALE: 3/8" = 1'-0"
EAST SITE STAIR - SECTION 4
5 SCALE:

EAST SITE STAIR 3D
2 SCALE: 3/8" = 1'-0"
WEST SITE STAIR - ENLARGED PLAN 3
Document Release
No. Description Date
5 ZONING RESUBMITTAL 06-28-2023
6 FOR PERMIT 07-28-2023
7 PERMIT / ZONING RESUBMITTAL 11-27-2023
8 PERMIT / ZONING RESUBMITTAL 03-21-2024
695
1 1
2 2
3 3
4 4
5 5
A A
B B
D D
E E
C C
6 6
7 7
8 8
4" SS
3" SS
4" SS 4" SS 4" SS
1 2
3 2
2 4" SS
4 5
3 6
7 8 9
10 11
3 12
13 2" SS
4" SS
SP-1
14 15
4" SSD
4" SSD
4" SSD
4" SSD 4" SSD 4" SSD 4" SSD
4" SSD
16 17
18 18 18
18 18
18 BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 4' 8' 16'
SCALE: 1/8" = 1'-0"
PLAN N.

TRUE N.

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE
Consultant Services Provided By:

BELMONT, CA
11-27-23
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_P_R21.rvt 11/27/2023 3:56:15 PM

LOWER LEVEL -

PLUMBING

FLOOR PLAN -

WASTE, VENT, &
STORM
P101
AB EH

KEYED NOTES

NUMBER DESCRIPTION
1 4" SANITARY SEWER SERVICE, CONTINUED ON CIVIL PLANS. FFE = 100'-0", IE = XX'-X", XXX DFU
2 4" SS UP TO FLOOR DRAIN
3 2" V UP
4 4" SS UP TO FLOOR CLEANOUT
5 3" SS UP TO HUB DRAIN
6 2" SS UP TO LAUNDRY SINK
7 3" SS UP
8 2" SS UP TO HAIR SINK
9 2" SS UP TO SINK
10 2" SS UP TO APPLIANCE BOX
11 3" SS UP TO MOP SINK
12 4" SS UP TO WATER CLOSET
13 2" SS UP TO LAVATORY
14 2" PUMPED SANITARY SEWER UP
15 4" SS UP TO FLOOR SINK
16 4" PERFORATED PVC PERIMETER FOUNDATION SUBSOIL DRAIN DOWN 17 4" NON-PERFORATED SUBSOIL DRAIN MAIN UP
18 4" PERFORATED PVC PERIMETER FOUNDATION SUBSOIL DRAIN PIPE.

INSTALL AT 1/32" PER FOOT SLOPE.

SCALE: 1/8" = 1'-0"

LOWER LEVEL - PLUMBING FLOOR PLAN - WASTE, VENT, &
STORM 1
2 Document Release
No. Description Date
1 FOR PERMIT 07-28-2023
2 PERMIT RESUBMITTAL 11-27-2023
696
T ectoni Cp yright 207
T ectoni Cp yright 207
T ectoni Cp yright 207
1 1
2 2
3 3
4 4
5 5
A A
B B
D D
E E
C C
6 6
7 7
8 8
L-1 WC-1
LS-1
L-1
4" FD-2
4" FD-1
2" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
6" SS
4" SS
6" SS 6" SS
1 2
WB-1
3 4
5 6
3" SS
3" HD
7 8
2" V
9 4" FCO-1
10 4
11 12
13 10
14 15
16 16
2" V 2" V 2" V 2" V
4" SS
4" SS
1 1/2" V
17 17 17
18 19
4 10
10 11
4 20
11 4
4" SS
4 21

UTILITY
102A
TOILET
107

TRASH ALCOVE
122
MARKETING DIR.
103
LOBBY
100
EVS
107A
?
?
SALON
102

STORAGE
109
FIRE
121

THERAPY
101

DISCOVERY ROOM
104

STAIR A
SA-1
2" PSS
MS-1
22 17
4" FS-1
2" PSS
2" PSS
23 25 24
4" SSD 4" SSD 4" SSD 4" SSD 4" SSD
26 27 27
27 27
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 4' 8' 16'
SCALE: 1/8" = 1'-0"
PLAN N.

TRUE N.

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE
Consultant Services Provided By:

BELMONT, CA
11-27-23
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_P_R21.rvt 11/27/2023 3:56:29 PM LEVEL 1 -

PLUMBING

FLOOR PLAN -

WASTE, VENT, &
STORM
P102
AB EH
SCALE: 1/8" = 1'-0"
LEVEL 1 - PLUMBING FLOOR PLAN - WASTE, VENT, & STORM 1

KEYED NOTES

NUMBER DESCRIPTION
1 6" SS SERVICE, CONTINUED ON CIVIL PLANS. COORDINATE FINAL

LOCATION AND INVERT WITH EXISTING SERVICE AND CIVIL PLANS 2 6" SS UP TO GRADE CLEANOUT
3 2" SS UP TO HUB DRAIN
4 2" V UP
5 3" SS UP & DOWN
6 3" SS UP
7 COORDINATE HUB DRAIN LOCATION FOR PEDICURE STATION WITH

EQUIPMENT CUTSHEETS
8 COORDINATE WASTE & VENT ROUGH-IN FOR HAIR SINK STATION WITH

EQUIPMENT CUTSHEETS
9 3" V UP
10 4" SS UP TO WATER CLOSET
11 2" SS UP TO SHOWER
12 2" SS UP
13 2" SS UP TO SINK
14 2" SS UP TO LAVATORY
15 4" SS UP
16 2" V DOWN
17 SEE DETAIL 2/P103 FOR 2ND FLOOR RESIDENT ROOM WASTE & VENT 18 2" SS UP TO APPLIANCE BOX
19 4" SS UP TO FLOOR DRAIN
20 2" SS UP TO LAVATORIES
21 3" SS UP TO MOP SINK
22 2" PUMPED SANITARY SEWER DOWN
23 ROUTE 2" PSS DOWN WALL TO FLOOR SINK
24 ROUTE EACH WATER HEATER T&P RELIEF VALVE DISCHARGE

INDIVIDUALLY TO FLOOR SINK
25 CONNECT ALL DRAINS AND FLOOR SINKS IN THIS ROOM TO TRAP PRIMER 26 4" NON-PERFORATED SUBSOIL DRAIN MAIN DOWN
27 4" PERFORATED PVC PERIMETER FOUNDATION SUBSOIL DRAIN PIPE.

INSTALL AT 1/32" PER FOOT SLOPE.
2 2
Document Release
No. Description Date
1 FOR PERMIT 07-28-2023
2 PERMIT RESUBMITTAL 11-27-2023
697
11 22334455
AA
BB
DD
EE
CC
667788
DWH-2 DWH-1
TXT-1
DCP-1 BMS-1
L-1
WC-1
LS-1
L-1
WB-1
1 1/2" DCW 1 1/2" DCW 1 1/2" DCW
1 WH-1
MS-1
2 P202
1" DCW
1" DCW
1" DHWR
1" DHW
1" HTHW
3/4" DHWR
1" DCW 3/4" DCW 3/4" DHWR 3/4" DHW
3/4" DCW
3/4" DHW
6 7
8 WH-1

UTILITY
102A
TOILET
107

TRASH ALCOVE
122
MARKETING DIR.
103
LOBBY
100
EVS
107A

STAIR B
SB-1
SALON
102

STORAGE
109
FIRE
121

THERAPY
101

DISCOVERY ROOM
104

STAIR A
SA-1
3/4" PRV-1
1" PRV-1
1 1/2" DCW
1 1/2" DCW 3/4" DCW2 3
4 5
BUILDING KEYPLAN: PROJECT NORTH INDICATED

TRUE NORTH
0' 4' 8' 16'
SCALE: 1/8" = 1'-0"
PLAN N.

TRUE N.

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE
Consultant Services Provided By:

BELMONT, CA
11-27-23
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_P_R21.rvt 11/27/2023 3:57:36 PM LEVEL 1 -

PLUMBING

FLOOR PLAN -
WATER
P202
AB EH

KEYED NOTES

NUMBER DESCRIPTION
1 1-1/2" DCW SERVICE, COORDINATE LOCATION WITH EXISTING

CONDITIONS AND CIVIL DRAWINGS
2 SET PRV TO 65 PSI AT NO FLOW
3 SET PRV TO 60 PSI AT NO FLOW
4 1/2" PRESSURE RELIEF VALVE, SET TO 100 PSI. ROUTE DISCHARGE TO

NEAREST FLOOR DRAIN
5 DETAIL IS DIAGRAMMATIC ONLY. PROVIDE ALL VALVES, PRESSURE

GAUGES, STRAINERS, AND OTHER ACCESSORIES AS REQUIRED BY

SPECIFICATIONS AND DETAILS
6 1/2" DCW & DHW TO PEDICURE STATION, COORDINATE ROUGH-IN WITH

EQUIPMENT CUTSHEET
7 1/2" DCW & DHW TO HAIR SINK STATION, COORDINATE ROUGH-IN WITH

EQUIPMENT CUTSHEET
8 1" DCW, 1" DHW, & 1" DHWR UP
SCALE: 1/8" = 1'-0"
LEVEL 1 - PLUMBING FLOOR PLAN - WATER
1 SCALE: 1/2" = 1'-0"

Sheet Name
Sheet Number
JOB # 674300
One Erdman Place Suite 300
Madison, Wisconsin 53717
Phone: (608) 410-8000
FAX: (608) 410-8500

ERDMAN COMPANY
Architectural Services Provided By:

ERDMAN COMPANY
Engineering Services Provided By:

ERDMAN COMPANY
Lic. No. 194614
Contractor Services Provided By:

AMERICAN

HEALTHCARE
REIT

VISTA TERRACE

OF BELMONT

MEMORY CARE
Consultant Services Provided By:

BELMONT, CA
BIM 360://674320 - American Healthcare REIT - Belmont CA/674300_Memory-Care-New-Build_E_R21.rvt 12/5/2023 6:03:50 PM

ELECTRICAL

PHOTOMETRIC

OUTDOOR

LIGHTING PLAN
EP100
IW RW
Document Release
No. Description Date 1 ZONING APPLICATION SET 02-08-2023 2 FOR PERMIT 07-28-2023
3 PERMIT RESUBMITTAL 11-27-2023
699
Copyright ERDMAN Company © 2023 – All Rights Reserved 1

MATERIAL PALETTE
FC-1
Lap siding - 6” Reveal
SW 6192 Colonial Plain
FC-2
Lap Siding – 9” Reveal
SW 6195 Rock Garden
FC-3
Lap Siding - 4” Reveal
SW 2827 Colonial Revival Stone
FC-4
Panel Siding - 6” Vertical
SW 0045 Antiquarian Brown
SV-1
Stone Veneer
Eldorado Stone Cliffstone Barley
Post and Ring Bike Rack
FC-5
Painted Trim
SW 7008 Alabaster
Vinyl Windows
White
Asphalt Shingles
Timberline Sunset Red
700
T h e P a r k C a t a l o g
2 2 0 C o n g r e s s P a r k D r . S u i t e 2 1 5 D e l r a y B e a c h , F L 3 3 4 4 5 | 8 0 0 - 695 - 3 5 0 3 | t h e p a r k c a t a l o g . c o m Motion Bike Rack – Galvanized - Surface Mount
536-1427
Spec Sheet
701
T h e P a r k C a t a l o g
2 2 0 C o n g r e s s P a r k D r . S u i t e 2 1 5 D e l r a y B e a c h , F L 3 3 4 4 5 | 8 0 0 - 695 - 3 5 0 3 | t h e p a r k c a t a l o g . c o m Spec Sheet
Motion Bike Rack – Galvanized - In-Ground Mount
536-1427
702
E R D M A N O N E E R D M A N P L A C E S U I T E 3 0 0 , M A D I S O N , W I 5 3 7 1 7 6 0 8 . 4 1 0 . 8 0 0 0 E R D M A N . C O M Nov.27, 2023
To the City of Belmont Planning Department,
This memo is a summary of the Neighborhood Outreach Meeting that occurred at 6pm on March 20, 2023 at the Vista Terrace Senior Living Community at 900 6th Ave. regarding the proposed Memory Care Addition on the same lot at 1041 Hill Street.

In advance of the meeting, neighbors were contacted as requested by the City of Belmont. Attached is a copy of the mailer that was sent to all of the addresses on the list provided by the City. The staff at the City of Belmont was also notified in advance of the meeting. The invitation indicated that the meeting would be in the Activity Room at 1041 Hill Street, which is the Vacant Skilled Nursing Building that will be demolished, but the Activity Room in the adjacent Assisted Living building at 900 6th Ave. was available and was determined to be a nicer space for the meeting so we put up signs at the Skilled Nursing Building to direct visitors to Assisted Living Building. Refreshments were provided at the meeting.

No one from the community reached out to either the Owner, Architect, or Vista Terrace staff before the meeting to RSVP or to ask any questions. No one from the neighborhood, other than residents of the existing Vista Terrace Assisted Living building or their family members, attended the meeting. The meeting was attended by Ray Oborn and Scott Marshall from American Healthcare REIT, the Owner of Vista Terrace, and Isaac Wallace, Katie Mitchell and Darcy Perrault of ERDMAN, the Architect for the Memory Care expansion, and Jeff Smith, Tara Weitor, and Mike Zeug from Integral Senior Living, the Operator of who is Vista Terrace. Several additional Vista Terrace staff members also attended along with a few existing residents and one family member.

Ray Oborn opened the meeting and explained that the existing Vista Terrace building is not meeting the current market demand for Memory Care and that it is not possible to renovate the vacant Skilled Nursing Building into a Memory Care building that meets the current market standards. Isaac Wallace presented the exterior images, exterior material and color samples, and talked about the program for the new building, the unit sizes and number of residents who will be living there, and answered questions related to outdoor spaces. Katie Mitchell presented images of the proposed interior spaces and shared interior material and color samples. All attendees from American Healthcare REIT, Integral Senior Living and ERDMAN stayed after the meeting in case there were any additional questions.

Please let me know if you have any additional questions.

Thank you,
Darcy Perrault
ONE ERDMAN PLACE, MADISON, WI 53717
PHONE: 206.409.5705 c.
[email protected] | ERDMAN.COM
703
704
From: J Marshal
Sent: Tuesday, August 20, 2024 10:52 AM
To: Planning Comm <[email protected]>
Cc: J Marshall
Subject: Comments on Aug. 20, 2024 Planning Commission meeting - Item 7.C Dear Belmont Planning Commissioners,
Please allow me to comment on item 7.C on the Aug. 20, 2024 Planning Commission Agenda (1041 Hill Street). I will not be able to attend the meeting in person and ask that this information be considered and added to the public record.

The Seismic Hazards Mapping Act (SHMA) was passed by the State in 1990 to update development project geotechnical study procedures based on the experience of the 1989 Loma Prieta earthquake triggering extensive landsliding in the Santa Cruz mountains and deadly liquefaction failures. The act requires rigorous review procedures in State identified Zones of Required Investigation. As far as I can tell the City of Belmont has done little or nothing to incorporate the SHMA into its project submittal requirements and review procedures (try searching on the City's website). The SHMA map of the area including Belmont was first published in 2017 - and the Belmont General Plan refers to a process of updating the GP's safety element maps. That has not happened. "With the release of the Seismic Hazard Maps beginning in 1997, a principal objective of the program was to have a more uniform and effective practice by geotechnical engineers and engineering geologists in the evaluation of seismic hazards in California. To that end, the California Geological Survey published a special report with guidelines on evaluating and mitigating seismic hazards [13]. The guidelines, known as Special Publication 117 (SP 117), were intended to be helpful to the owner/developer who is seeking approval of development projects within zones of required investigation as well as the geotechnical (or civil) engineer and engineering geologist who must investigate the site and recommend mitigation of identified hazards. The guidelines are also to provide help to the lead agency engineering geologist and/or civil engineer who must [the] complete the technical review, and other lead agency officials involved in the planning and development approval process. It is recognized that effective evaluation and mitigation ultimately depends on the combined professional expertise and judgment of the evaluating and reviewing professionals." - IMPLEMENTATION OF THE SEISMIC HAZARDS MAPPING ACT IN CALIFORNIA (2004) 705
The geotechnical report for the 1041 Hill Street project states, "the site is not within a zone subject to seismically-induced slope instability (CGS, 2018)"
The city review report states,
"The property is not located within a mapped hazard area in the Seismic and Geologic Hazards Map included as part of the City of Belmont Safety Element (2016). The site is also not located within a mapped zone of either required liquefaction or earthquake induced landslide investigation as shown on the map Earthquake Zones of Required Investigation, San Mateo Quadrangle (California Geological Survey [CGS], 2018)." My review indicates that these statements are erroneous. Please see the CGS online map (https://maps.conservation.ca.gov/cgs/DataViewer/) and the picture below. If I have erred in reading the map please let me know. For this project, does it make a material difference to the evaluation or design? That is a question to ask the geotech specialists - and perhaps the answer won't really be known until we have a major earthquake.

But, shouldn't the city be implementing the most up-to-date procedures and standards as determined by experts in the field? - and as required by State law. It is clear to me that City development standards and policies should be clear and universally enforced. That is preferable to standards applied arbitrarily, selectively, and inconsistently - I think. Do City leaders agree or not? I would like to hear.

I request that the Planning Commissioners work with the CIty Council to direct Belmont's staff to fully incorporate the State mandated Seismic Hazards Mapping Act maps and procedures into the Belmont planning and review process and the Belmont General Plan. Currently it appears arbitrary and selective whether the State mandated procedures are followed or not - this should not be. It should be clear that this is important for the government's primary role to protect public safety.

Please feel free to contact me if you have any questions - I would be happy to discuss this with you.

Thank you,
Jeff Marshall
706
San_Mateo_EZIM.pdf
707
From: J Marshall
Sent: Tuesday, September 3, 2024 12:17 PM
To: Planning Comm <[email protected]>
Subject: Re: Comments on Aug. 20, 2024 Planning Commission meeting - Item 7.C Dear Planning Commissioners,
I was not able to attend the Aug. 20, 2024 meeting, but I recently was able to watch the video of the meeting.

I want to say thank you to the commissioners and staff who followed up on my comments.

Sometimes it feels like comments to the City disappear into thin air or are simply ignored - it is good to see a response. I sincerely believe that citizen engagement is important for the City and not just a nuisance - I hope City officials do as well. Frankly, it feels like there is an unwritten rule that experts cannot be questioned. But, experts can make mistakes.

I have nothing against the proposed project and assume it will be approved by City Council, I was simply commenting on a stated inaccuracy in the approved reports. I believe my analysis regarding the State Seismic Hazards Act Zone of Required Investigation is correct - if I am mistaken I hope someone gets back to me to explain my mistake.

My strong concern stems from having been directly affected by a number of expensive past landslides in Belmont, often coming after new development that changes contours and water flow patterns. I want to make sure that future developments in my area properly analyze slope stability and changes from development and mitigate risks to the greatest extent possible. I think this should be based on the latest knowledge and procedures and that appears to be the State mandated Seismic Hazards Mapping Act. In reviewing development projects in Belmont over the years my conclusion is that the City is inconsistent in applying and enforcing these requirements. I don't think the City has in place any procedures to ensure SHMA compliance.

In my previous email I suggested that Belmont's development procedures should be revised so that it is clear that these State mandated procedures are followed and the correct maps utilized on all future projects. I don't think that was followed up by and agreed to in staff's comments at the meeting. Staff noted that Belmont Municipal Code section 7-12 already requires geotech analysis.

But, please note that per the text, 7-12 applies completely only in the San Juan Hills area and therefore does not fully cover most of Belmont and it was adopted in 1988 (and before) and therefore can hardly be considered to reflect up-to-date standards and maps for geotechnical investigation and reports. The 2008 update to the SHMA landslide recommendations/guidelines 708
noted, "More than ten years have passed since these Guidelines were first published, during which time there have been significant changes in practice as a result of continuing research in geotechnical earthquake engineering and soil mechanics", and that led to the updated 2008 guidelines.

Staff also stated that the State SHMA simply requires "a geotechnical report" in a Zone of Required Investigation - I think implying that geotech experts wrote the report for that project and therefore the specific standards followed in the investigation were not important and should not be questioned. But, please note that the SHMA text also requires that the CIty "shall consider the policies and criteria pursuant to" the SHMA (i.e. the recommended procedures), submit a copy of approved geotechnical reports to the State Geologist within 30 days of approval, and if the report is not in accordance with the SHMA policies and criteria the City must explain in writing the reasons for the differences. Therefore the details are in fact important. The SHMA also requires that the General Plan Safety Element, and "land use planning and permitting ordinances, shall take into account the information provided in available seismic hazard maps." (Seismic Hazards Mapping Act) Is the City currently in compliance with the State mandated SHMA requirements? (34 years after its passage and more than 6 years after the Belmont area was officially mapped.) This seems like a reasonable question to ask. I don't think this is any different from ensuring that the correct and up-to-date version of the fire code or building code is applied to new developments.

I once again request that the City take action to ensure that future projects are evaluated as required by the Seismic Hazards Mapping Act. I cannot believe that this would be a controversial suggestion and hope that everyone can agree that this would enhance public safety. Is there a reason not to do this?
As I stated previously, I would be happy to discuss this in more detail if you desire. It seems that perhaps Planning Commissioners are not allowed to communicate directly with the public. If that is the case perhaps one or more of you could refer this to the City Council members you work with.

Thank you,
Jeff Marshall
On Tue, Aug 20, 2024 at 10:52 AM J Marshall wrote:

Dear Belmont Planning Commissioners,
Please allow me to comment on item 7.C on the Aug. 20, 2024 Planning Commission Agenda (1041 Hill Street). I will not be able to attend the meeting in person and ask that this information be considered and added to the public record.

I have urged the city for a number of years to ensure that geotechnical analysis for new projects is rigorous and up to current standards - having been affected by a number of serious landslides in my time in Belmont.
709
The Seismic Hazards Mapping Act (SHMA) was passed by the State in 1990 to update development project geotechnical study procedures based on the experience of the 1989 Loma Prieta earthquake triggering extensive landsliding in the Santa Cruz mountains and deadly liquefaction failures. The act requires rigorous review procedures in State identified Zones of Required Investigation. As far as I can tell the City of Belmont has done little or nothing to incorporate the SHMA into its project submittal requirements and review procedures (try searching on the City's website). The SHMA map of the area including Belmont was first published in 2017 - and the Belmont General Plan refers to a process of updating the GP's safety element maps. That has not happened.
"With the release of the Seismic Hazard Maps beginning in 1997, a principal objective of the program was to have a more uniform and effective practice by geotechnical engineers and engineering geologists in the evaluation of seismic hazards in California. To that end, the California Geological Survey published a special report with guidelines on evaluating and mitigating seismic hazards [13]. The guidelines, known as Special Publication 117 (SP 117), were intended to be helpful to the owner/developer who is seeking approval of development projects within zones of required investigation as well as the geotechnical (or civil) engineer and engineering geologist who must investigate the site and recommend mitigation of identified hazards. The guidelines are also to provide help to the lead agency engineering geologist and/or civil engineer who must [the] complete the technical review, and other lead agency officials involved in the planning and development approval process.

It is recognized that effective evaluation and mitigation ultimately depends on the combined professional expertise and judgment of the evaluating and reviewing professionals." - IMPLEMENTATION OF THE SEISMIC HAZARDS MAPPING ACT IN CALIFORNIA (2004)
The geotechnical report for the 1041 Hill Street project states, "the site is not within a zone subject to seismically-induced slope instability (CGS, 2018)"
The city review report states,
"The property is not located within a mapped hazard area in the Seismic and Geologic Hazards Map included as part of the City of Belmont Safety Element (2016). The site is also not located within a mapped zone of either required liquefaction or earthquake induced landslide investigation as shown on the map Earthquake Zones of Required Investigation, San Mateo Quadrangle (California Geological Survey [CGS], 2018)." My review indicates that these statements are erroneous. Please see the CGS online map (https://maps.conservation.ca.gov/cgs/DataViewer/) and the picture below. If I have erred in reading the map please let me know. For this project, does it make a material difference to the evaluation or design? That is a question to ask the geotech specialists - and perhaps the answer 710
won't really be known until we have a major earthquake.

Please feel free to contact me if you have any questions - I would be happy to discuss this with you.

Thank you,
Jeff Marshall
San_Mateo_EZIM.pdf
711
From: Catherine Burger
To: x-community development
Subject: 1041 Hill Street-Memory Care Facility
Date: Monday, August 19, 2024 9:36:00 PM
You don't often get email from [email protected]. Learn why this is important Respectfully submitting my questions and comments regarding the 1041 Hill Street - Memory Care Facility. This facility is on the agenda for the Planning Commission meeting on Tue.

August 20, 2024.

1. Tree removal: Will new trees be planted following removal of the old trees? If yes, how many trees will be planted? Where will they be planted? What type(s) of trees will be planted? Requesting detailed info/specifics.

2. Parking (employees and visitors). What's the plan for parking? Will parking be underground? Requesting detailed info/specifics.

3. Street parking: Will existing street parking by impacted by this project? If yes, how? Requesting detailed info/specifics.

4. New footprint: Will the footprint of the proposed new structure be the same as the footprint of the current structure? If not, what will the new footprint be? Requesting detailed info/specifics.

5. What is the anticipated start date for tree removal, demo, grading, rebuilding and encroachment activities?

6. Size: The new proposed structure is almost three times the size of the current one. This is a large increase in size of the structure. Can the scale of the new building be reduced? 712
713

Page 1 of 2 ends

Belmont City CouncilSeptember 24, 2024

Belmont City Council
September 24, 2024