HomeMy WebLinkAboutITEM 5.1 - Applicant PresentationPRELIMINARY SB330 ENTITLEMENT PACKAGEDANVILLE VILLAGE
Danville, CA PROJECT NO. 1255-0005 January 27, 2025
Architecture + Design
SITE
August 13, 2025
DESIGN REVIEW BOARD
September 11, 2025
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SHEET INDEX GENERAL A.01 A.02 A.03 A.04 A.05 A.06 A.07 A.08 A.09 A.10 A.11 A.12 A.13 A.14 A.15 A.16 A.17 A.18 A.19 A.20 A.21 LANDSCAPE L1.00 L1.01 L1.02 L1.03 L2.00 L2.01 L3.00 L3.01 CIVIL C1 C2 C3 C4 C5 C6 C7 C8 C9
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PROJECT TEAM & SHEET INDEX PROJECT DATA SITE CONTEXT EXTERIOR RENDERING EXTERIOR RENDERING EXTERIOR RENDERING EXTERIOR RENDERING EXTERIOR RENDERING EXTERIOR RENDERING OVERALL SITE PLAN BUILDING PLANS - LOWER LEVEL 2 BUILDING PLANS - LOWER LEVEL 1 BUILDING PLANS - FIRST FLOOR BUILDING PLANS - SECOND FLOOR BUILDING PLANS - THIRD FLOOR BUILDING PLANS - FOURTH FLOOR BUILDING PLANS - ROOF BUILDING SECTION EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS - RETAIL LANDSCAPE SITE PLAN ENLARGED LANDSCAPE PLAN - COURTYARD ENLARGED LANDSCAPE PLAN - TOWN & COUNTRY ENLARGED LANDSCAPE PLAN - ROOF TERRACE PLANTING ZONE PLAN PLANTING PALETTE AND NOTES LANDSCAPE LIGHTING CUTSHEETS TREE PRESERVATION AND REMOVAL PLAN COVER SHEET DEMOLITION PLAN SITE DEVELOPMENT PLAN DETAILS AND SECTIONS PRELIMINARY GRADING PLAN PRELIMINARY UTILITY PLAN EROSION CONTROL PLAN AND DETAILS PRELIMINARY STORMWATER CONTROL PLAN PRELIMINARY SIGNING AND STRIPING PLAN
PR
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E
C
T
T
E
A
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&
S
H
E
E
T
I
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D
E
X
NOT USED
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.03January 27, 2025
Architecture + Design
SITE CONTEXT
7
8
9
10
6
11
5
12
4
3
2
1
1
2
4
5
12
3
6
8
7
10
11
9
DANVILLE VILLAGE │ Danville, CA
PROJECT NO. 1255-0005 03September 11, 2025
Architecture + Design State Density Bonus Envelope (5 Stories)
BUILDING MASSING DIAGRAMS
DANVILLE VILLAGE │ Danville, CA
PROJECT NO. 1255-0005 04September 11, 2025
Architecture + Design Building Footprint Extruded (4 Stories)
BUILDING MASSING DIAGRAMS
DANVILLE VILLAGE │ Danville, CA
PROJECT NO. 1255-0005 05September 11, 2025
Architecture + Design Building Modulation and Step-backs
BUILDING MASSING DIAGRAMS
DANVILLE VILLAGE │ Danville, CA
PROJECT NO. 1255-0005 06September 11, 2025
Architecture + Design Completed Project Design
BUILDING MASSING DIAGRAMS
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.04January 27, 2025
Architecture + Design TOWN & COUNTRY DR. | WEST
EXTERIOR RENDERING
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.05January 27, 2025
Architecture + Design LOBBY & ENTRY | SOUTHEAST
EXTERIOR RENDERING
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.06January 27, 2025
Architecture + Design SHOPPING CENTER FACADE | EAST
EXTERIOR RENDERING
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.07January 27, 2025
Architecture + Design SAN RAMON VALLEY BLVD | EAST
EXTERIOR RENDERING
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.08January 27, 2025
Architecture + Design GARAGE ENTRY VIEW | EAST
EXTERIOR RENDERING
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.09January 27, 2025
Architecture + Design TOWN & COUNTRY DR. | NORTH
EXTERIOR RENDERING
DANVILLE VILLAGE │ Danville, CA
PROJECT NO. 1255-0005 02September 11, 2025
Architecture + Design
SITE PLAN
L2
L1
L3
L3
L3
L3
L3 L3
L3
L3
L3
L3
L3
L3
L3
L1
L3
L2
L2
0 15 30 45 75ft
N
UP
UP
27'-0"
32
'
-
0
"
15'-0"
10
'
-
0
"
7'-11 1/2"
11
'
-
4
"
EL 406'
ACCESSIBLE RAMP
UP
PEDESTRIAN
ACCESS
TRASH UTILITIES
UNIT S1.1
UNIT S1 UNIT S1.1 UNIT S1.1
UNIT 1D
UNIT 1D
UNIT 2A
UNIT 2A
UNIT 2A
UNIT 1A
UNIT 1A
UNIT 2A
UNIT 1A
UNIT 2E
UNIT 1E
UNIT 1B
UNIT 3A
UNIT 2B
UNIT 1B
ELEV.
STAIR
UNIT 2A
LOUNGE
UNIT 1C UNIT 1C
CIRC.
UNIT S1.1UNIT S1
UTILITY
UNIT 1C.1
FITNESS
UNIT 2A.2
UNIT 1C.1
UNIT 1C
ELEV.STAIR
LOBBY/
LEASING
ELEV.
STAIR
UNIT 2A.1
ELECTRICAL
ROOM
UNIT 3A
UNIT 2A
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 1C
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 3A
UNIT 3A
COURTYARD
CIRC.
COURTYARD
3 4 3 ' - 0 "
+/- 322'-6"
MAIL/
PARCEL
2
18
T O W N A N D C O U N T R Y D R .
COURTYARD
(N) DRIVEWAY
WELLS FARGO
WALGREENS
McCAULOU'S
TO
W
N
&
C
O
U
N
T
R
Y
D
R
I
V
E
SA
N
R
A
M
O
N
V
A
L
L
E
Y
B
L
V
D
GARAGE ENTRY / EXIT
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.10January 27, 2025
Architecture + Design
OVERALL SITE PLAN
DA
T
E
RE
V
I
S
I
O
N
NO
.
CH
E
C
K
E
D
B
Y
:
DA
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:
SC
A
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E
:
DR
A
W
N
B
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:
DE
S
I
G
N
E
D
B
Y
:
SHT
PROJECT NO.
OF
CA
L
I
F
O
R
N
I
A
11
DA
N
V
I
L
L
E
NEW 4 STORY RESIDENTIAL BUILDING
WITH 2 LEVELS OF PARKING.
(E) 2 STORY RETAIL BUILDING
TO REMAIN.
ACCESS EASEMENT
GARAGE ENTRY / EXIT
ACCESS EASEMENT
LANDSCAPE AREA
ACCESS EASEMENT
LANDSCAPE AREA
PROPOSED ACCESS EASEMENT
ACCESS EASEMENT
PARKING AREA
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.18January 27, 2025
Architecture + Design
BUILDING SECTIONS
LEVEL 10"
LEVEL 212' - 3"
LEVEL 322' - 6"
LEVEL 432' - 9"
TOP OF ROOF43' - 10"
T.O. PLATE
41' - 10"
LEVEL -1-11' - 6"
LEVEL -2-21' - 0"
6 .2 5 %
EL 406'
EL 394.5'
EL 385'
UNIT 2A
GARAGE
GARAGEGARAGE
GARAGE
UNIT 1A
5'
-
0
"
T.O. RIDGE AND
PARAPET48' - 10"
10
'
-
6
"
8'
-
6
"
UNIT 2A
UNIT 2A
LOUNGE FITNESS
UNIT 2A.2
UNIT 2A.1
UNIT 2A.1
UNIT 1A
UNIT 1AUNIT 1C.1
UNIT 1C
UNIT 1C.1
UNIT 1C.1 UNIT 1A
TY
P
E
V
-
A
C
O
N
S
T
R
U
C
T
I
O
N
48
'
-
1
0
"
TY
P
E
I
-
A
C
O
N
S
T
R
U
C
T
I
O
N
21
'
-
0
"
2
18
CIRC.
CIRC.
CIRC.
CIRC.
CIRC.
CIRC.
CIRC.
CIRC.
11
'
-
6
"
9'
-
6
"
LEVEL 10"
LEVEL 212' - 3"
LEVEL 322' - 6"
LEVEL 432' - 9"
TOP OF ROOF43' - 10"
T.O. PLATE41' - 10"
LEVEL -1-11' - 6"
LEVEL -2
-21' - 0"
1
18 T.O. RIDGE AND
PARAPET48' - 10"
UNIT 2B
UNIT 2B
UNIT 2B
UNIT 1B
UNIT 2B
UNIT 2B
UNIT 2B
UNIT 1C
UNIT 1C
UNIT 1C
UNIT 1CUNIT 1B
UNIT 1B
UNIT 1B
CIRC.
CIRC.
CIRC.
CIRC.CIRC.
CIRC.
CIRC.
CIRC.
GARAGE
GARAGE
EL 406'
EL 394.5'
EL 385'
PROJECT NO.
DA NVI LLE A PART.DA NVI LLE, CABBUUIILLDDIINNGG SSEE CCTTII OONN
1255-0005 09/30/2024
18
1/16" = 1'-0"1BUILDING SECTION
1/16" = 1'-0"2BUILDING SECTION 2
EXISTING ROOF LINE
EXISTING ROOF LINE
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.19January 27, 2025
Architecture + Design
2.
13.
1. 3.
4.
6. 5. 7. 8. 10. 9.
CEMENT PLASTER
- STONE GREY
FINE SAND 20/30
EXTERIOR FIXTURE
MFR: GUS LED OUTDOOR
SCONCE OR EQUIVALENT
CEMENT PLASTER
- OFF-WHITE
FINE SAND 20/30
CEMENT PLASTER
- BROWN TAN
FINE SAND 20/30
CEMENT PLASTER
- PEPPER GRAY
FINE SAND 20/30
BOARD & BATTEN
- STONE GREY
MFR: JAMES
HARDIE OR
EQUIVALENT
CEMENT
PLASTER
- DARK GREY
FINE SAND 20/30
METAL STANDING
SEAM ROOF
MFR: DESIGN
SPAN - COLOR
VINTAGE OR
EQUIVALENT
BRICK VENEER
MFR: CREATIVE
MINES -
PEBBLECREEK OR
EQUIVALENT
STONE VENEER
MFR: CREATIVE
MINES -
GREYPEARL OR
EQUIVALENT
TRIMS & DETAILS
TYP.
MFR: WOODTONE
RUSTIC SERIES
LAP - JAMES
OR EQUIVALENT
HARDIE
KEY PLAN11. 12. DARK BRONZE
WINDOWS &
STOREFRONT TYP.
MFR: VPI & ARCADIA
VINYL & ALUMINUM
SIMULATED DIVIDED
LITE
OR EQUIVALENT
DARK BRONZE
DOORS -FIBERGLASS
MFR: PLASTRO
ONLITE SERIES
DRS1170
OR EQUIVALENT
Gus LED Outdoor Sconce
GUSW Series
Features
This outdoor LED light is ideal for security and general lighting.
For outdoor or indoor residential, commercial, and hospitality applications.
Fixture mounts to a standard junction box (not included).
Construction Metal construction. Standard mounting holes and hardware are included.
Power supply connections must be made inside a junction box (not included).
Finish
Two-tone metal finish. Black exterior and Copper interior.
Electrical
Input 120 VAC / 60 Hz.
Minimum starting temp -4° F/ -20°C.
LED
Integrated LED modules capable of producing:
12W = 630 delivered lumens
20W = 950 delivered lumens
Adjustable CCT - 3000K/4000K/5000K
Rated for 50,000 Hrs., 90 CRI.
Certification
All fixtures are cETLus listed for wet locations.
Title 24/JA8 Compliant (outdoor only).
Warranty
Limited warranty: This fixture is free from
defects in materials and workmanship for
a period of 5 years from date of purchase.
Specifications and dimensions
subject to change without notice.
2345 N. Ernie Krueger Circle • Waukegan, IL. 60087 • P: 847.249.5970 • F: 847.249.2618 • AFXinc.com R1/23
DATELOCATION
PREPARED
BY
COMMENTS
CATALOG
NUMBER
QUANTITY
FIXTURE TYPE
Ordering Information:
Black LED Lumens Adjustable CCT H W D
GUSW1010LAJENBK12W 630 3000K/4000K/5000K 9-3/4" 9-1/2" 9-3/4"
Delivered
GUSW1411LAJENBK20W950 3000K/4000K/5000K 12" 14" 14-1/2"
10"
14"
EXTERIOR ELEVATIONS
SOUTH / EAST
Scale: 1/16" = 1'-0"
8 321600
1. SOUTH ELEVATION
2. EAST ELEVATION
5
5
1
1
8
1
2
3
11
7
3
88
2 2
9
8
2
5
DECORATIVE METAL
RAILING TYP.
LOCATION OF
SIGNAGE
METAL RAILING WITH A PAINTED
FINISH AND PERFORATED SHEET
PANELS - BROWN TAN, TYP
METAL RAILING WITH A PAINTED
FINISH AND PERFORATED SHEET
PANELS - BROWN TAN, TYP
DECORATIVE METAL
RAILING TYP.
DECORATIVE ROOF
CORNICESEXISTING ROOF LINE
DECORATIVE ROOF
CORNICES
WD. TRELLIS, TYP.
WD. TRELLIS, TYP.
3
8 13
13
13
6
6
7
1010
4
5
DECORATIVE METAL
RAILING TYP.
1ST FLOOR
0’-0”
LOWER LEVEL 1
-11’-6”
LOWER LEVEL 2
-21’-0”
2ND FLOOR
12’-3”
3RD FLOOR
22’-6”
ROOF
43’-10”
T.O RIDGE
48’-10”
4TH FLOOR
32’-9”
1ST FLOOR
0’-0”
LOWER LEVEL 1
-11’-6”
LOWER LEVEL 2
-21’-0”
2ND FLOOR
12’-3”
3RD FLOOR
22’-6”
ROOF
43’-10”
T.O RIDGE
48’-10”
4TH FLOOR
32’-9”
EXISTING ROOF LINE
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.20January 27, 2025
Architecture + Design
EXTERIOR ELEVATIONS
2.
13.
1. 3.
4.
6. 5. 7. 8. 10. 9.
CEMENT PLASTER
- STONE GREY
FINE SAND 20/30
EXTERIOR FIXTURE
MFR: GUS LED OUTDOOR
SCONCE OR EQUIVALENT
CEMENT PLASTER
- OFF-WHITE
FINE SAND 20/30
CEMENT PLASTER
- BROWN TAN
FINE SAND 20/30
CEMENT PLASTER
- PEPPER GRAY
FINE SAND 20/30
BOARD & BATTEN
- STONE GREY
MFR: JAMES
HARDIE OR
EQUIVALENT
CEMENT
PLASTER
- DARK GREY
FINE SAND 20/30
METAL STANDING
SEAM ROOF
MFR: DESIGN
SPAN - COLOR
VINTAGE OR
EQUIVALENT
BRICK VENEER
MFR: CREATIVE
MINES -
PEBBLECREEK OR
EQUIVALENT
STONE VENEER
MFR: CREATIVE
MINES -
GREYPEARL OR
EQUIVALENT
TRIMS & DETAILS
TYP.
MFR: WOODTONE
RUSTIC SERIES
LAP - JAMES
OR EQUIVALENT
HARDIE
KEY PLAN11. 12. DARK BRONZE
WINDOWS &
STOREFRONT TYP.
MFR: VPI & ARCADIA
VINYL & ALUMINUM
SIMULATED DIVIDED
LITE
OR EQUIVALENT
DARK BRONZE
DOORS -FIBERGLASS
MFR: PLASTRO
ONLITE SERIES
DRS1170
OR EQUIVALENT
.
ed).
49.5970 • F: 847.249.2618 • AFXinc.com R1/23
DATELOCATION
PREPARED
BY
COMMENTS
CATALOG
NUMBER
QUANTITY
FIXTURE TYPE
D
9-3/4"
14-1/2"
10"
14"
NORTH / NORTHWEST
Scale: 1/16" = 1'-0"
8 321600
3
4
3. NORTH ELEVATION
4. NORTHWEST ELEVATION
METAL RAILING WITH A PAINTED
FINISH AND PERFORATED SHEET
PANELS - BROWN TAN, TYP
METAL RAILING WITH A PAINTED
FINISH AND PERFORATED SHEET
PANELS - BROWN TAN, TYP
10
10
8
8
8
6
7
7
DECORATIVE METAL
RAILING TYP.
DECORATIVE ROOF
BRAKETS, TYP.DECORATIVE ROOF
CORNICES
WD. TRELLIS, TYP.
2
2
6
6
7
1
DECORATIVE ROOF
CORNICES
WD. TRELLIS, TYP.
6 1
1ST FLOOR
0’-0”
LOWER LEVEL 1
-11’-6”
LOWER LEVEL 2
-21’-0”
2ND FLOOR
12’-3”
3RD FLOOR
22’-6”
ROOF
43’-10”
T.O RIDGE
48’-10”
4TH FLOOR
32’-9”
1ST FLOOR
0’-0”
LOWER LEVEL 1
-11’-6”
LOWER LEVEL 2
-21’-0”
2ND FLOOR
12’-3”
3RD FLOOR
22’-6”
ROOF
43’-10”
T.O RIDGE
48’-10”
4TH FLOOR
32’-9”
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.21January 27, 2025
Architecture + Design
EXTERIOR ELEVATIONS
2.
13.
1. 3.
4.
6. 5. 7. 8. 10. 9.
CEMENT PLASTER
- STONE GREY
FINE SAND 20/30
EXTERIOR FIXTURE
MFR: GUS LED OUTDOOR
SCONCE OR EQUIVALENT
CEMENT PLASTER
- OFF-WHITE
FINE SAND 20/30
CEMENT PLASTER
- BROWN TAN
FINE SAND 20/30
CEMENT PLASTER
- PEPPER GRAY
FINE SAND 20/30
BOARD & BATTEN
- STONE GREY
MFR: JAMES
HARDIE OR
EQUIVALENT
CEMENT
PLASTER
- DARK GREY
FINE SAND 20/30
METAL STANDING
SEAM ROOF
MFR: DESIGN
SPAN - COLOR
VINTAGE OR
EQUIVALENT
BRICK VENEER
MFR: CREATIVE
MINES -
PEBBLECREEK OR
EQUIVALENT
STONE VENEER
MFR: CREATIVE
MINES -
GREYPEARL OR
EQUIVALENT
TRIMS & DETAILS
TYP.
MFR: WOODTONE
RUSTIC SERIES
LAP - JAMES
OR EQUIVALENT
HARDIE
KEY PLAN11. 12. DARK BRONZE
WINDOWS &
STOREFRONT TYP.
MFR: VPI & ARCADIA
VINYL & ALUMINUM
SIMULATED DIVIDED
LITE
OR EQUIVALENT
DARK BRONZE
DOORS -FIBERGLASS
MFR: PLASTRO
ONLITE SERIES
DRS1170
OR EQUIVALENT
.
ed).
49.5970 • F: 847.249.2618 • AFXinc.com R1/23
DATELOCATION
PREPARED
BY
COMMENTS
CATALOG
NUMBER
QUANTITY
FIXTURE TYPE
D
9-3/4"
14-1/2"
10"
14"
EXISTING RETAIL
Retail Building Elevations: North & South
Danville Apartments ￨ Danville, CA ￨ October 25, 2024 01
P R O J E C T N O . 1 2 5 5 -0 0 0 5
S C A L E : 1 /1 6 " = 1 '-0 "
ADA Ramp Parrallel to Drive
New Metal Canopies
New Brake Metal
Trim for Signage
NORTH ELEVATION
SOUTH ELEVATION
New Vertical Railings
Retail Building Elevations: East & West
Danville Apartments ￨ Danville, CA ￨ October 25, 2024 02
EAST ELEVATION
WEST ELEVATION
New Elevator and Stair
with Existing Canopy
EAST ELEVATION
New Elevator and Stair
with Existing Canopy
4. NORTH ELEVATION 2. WEST ELEVATION
1. EAST ELEVATION
SCALE: 1/16”=1’-0”*THE 0’-0” ELEVATION CORRESPONDS TO THE FINISHED
FLOOR LEVEL OF THE RESIDENTIAL BUILDING
3. SOUTH ELEVATION
2 1
4
3
RETAIL 1ST FLOOR
-2’-0”
RETAIL 2ND FLOOR
13’-1”
ROOF PEAK
42’-7”
T.0 ROOF
32’-0”
RETAIL 1ST FLOOR
-2’-0”
RETAIL 2ND FLOOR
13’-1”
ROOF PEAK
42’-7”
T.0 ROOF
32’-0”
SEE INTERIOR COURTYARD ENLARGEMENT ON L1.01
SEE TOWN AND COUNTRY DRIVE ENLARGEMENT ON L1.02
L2
L1
L3
L3
L3
L3
L3 L3
L3
L3
L3
L3
L3
L3
L3
L1
L3
L2
L2
SITE LIGHTING LEGEND
BOLLARD LIGHT ALONG
PEDESTRIAN PATHWAYS
3' HIGH
COLOR FINISH: BLACK OR DARK
BRONZE
DUAL POLE LIGHT AT PARKING
16' POLES
COLOR FINISH: BLACK OR
DARK BRONZE
NOTE:
1. LIGHTING FIXTURE LOCATIONS ARE
SHOWN DIAGRAMMATICALLY.
2. SEE L3.00 FOR LIGHTING CUT SHEETS
L1
L3
SINGLE POLE LIGHT AT PARKING
16' POLES
COLOR FINISH: BLACK OR DARK
BRONZE
L2
L A N D S C A P E A R C H I T E C T
PROJECT NO.
DANVILLE APARTMENTS Danville, CALANDSCAPE SITE PLAN
-
OVERALL
0001 01/27/25
L1.00
0 15 30 45 75ft
N
POOL
SPA
WALL MOUNTED TV
FEATURE WALL
BAR SEATING
FIREPIT AND BUILT IN
SEATING
PING PONG / GAMES
OUTDOOR
KITCHEN, TYP.
POOL GATE
POOL GATE
RAISED DECK
PRIVATE FENCED
PATIO, TYP.
OVERHEAD TRELLIS
LOUNGE
BATHROOM /
SHOWER
FIREPIT AND BUILT IN
SEATING
CABANA, TYP.
FOCAL POINT /
SCULPTURE
POTS, TYP.
MOVEABLE
LOUNGE CHAIRS,
TYP.
LADDER PADS IN
PLANTERS, TYP.
LADDER PADS AT
PAVING, TYP.
BALCONY ABOVE,
SHOWN DASHED
BALCONY ABOVE,
SHOWN DASHED
ACCESSIBLE POOL
LIFT, TYP.
N
0 5 10 15 25ft
L A N D S C A P E A R C H I T E C T
PROJECT NO.
DANVILLE APARTMENTS Danville, CALANDSCAPE SITE PLAN
-
INTERIORCOURTYARD ENLARGEMENT
0001 01/27/25
L1.01
POOL DECK
LOUNGE AND FIREPIT
INTERIOR COURTYARD
BUILT-IN W OOD BENCH AND DECKING
PLANTER W ALLS AND LIGHTING
CONCRETE UNIT PAVING PATTERN
PLANTER W ALLS
UNIT PAVER COLORS
BAR STEAING AND ENTERTAINMENT
(E) TREE TO
REMAIN, TYP.
(E) SIDEWALK TO REMAIN
(N) TREE, TYP.
STORMWATER PLANTER,
TYP.
WOOD BRIDGETOWN A N D C O U N R T Y D R I V E
NATURAL SCREEN PLANTING AT
BUILDING, TYP.
STONE WALLS, TYP.
STORMWATER
PLANTER, TYP.
(E) POLE LIGHT TO REMAIN
(N) SIDEWALK
L A N D S C A P E A R C H I T E C T
PROJECT NO.
DANVILLE APARTMENTS Danville, CALANDSCAPE SITE PLAN
-
TOWN ANDCOUNTRY DRIVE ENLARGEMENT
0001 01/27/25
L1.02
N
0'4'8'16'32'
STONE W ALLS AT STORMW ATER PLANTERSWOOD BOARDW ALK OVER STORMW ATER PLANTERS
EXTERIOR LANDSCAPE
PLANTING BUFFER AT STREET
OUTDOOR KITCHEN
LOUNGE AREA WITH
FIREPIT
LARGE GROUP DINING
OUTDOOR TV
MOUNTED AT WALL
VIEW SEATING, TYP.
PREP AREA/BAR SEATING
PREFABRICATED
PLANTERS, TYP.
GUARDRAIL, S.A.D.
SEE ROOF
TERRACE
ENLARGEMENT
L A N D S C A P E A R C H I T E C T
PROJECT NO.
DANVILLE APARTMENTS Danville, CALANDSCAPE SITE PLAN
-
LEVEL 4 TERRACEENLARGEMENT
0001 01/27/25
L1.03
N
0 5 10 15 25ft
1" = 10'-0"L1.03
1 LEVEL 4 ROOF TERRACE ENLARGEMENT
1" = 50'-0"L1.03
2 LEVEL 4 OVERALL KEY PLAN
FIREPIT AND SEATING LOUNGE AND OUTDOOR KITCHEN
CONCRETE UNIT PAVERSPREFABRICATED METAL PLANTERS
OVERHEAD TRELLIS AT STRING LIGHTING
EV VAN
CCCCCCCCCCCC
C
C
C
C
C
C
C
C
C
C
C
C
C
15" SD
1 5 " S D
RECORD DRAWINGS SHOW CONNECTION FOR A BUILDING NEVER BUILT? NO EVIDENCE FOUND IN FIELD
8 " W
8 " W 4 8 " S D
4 8 " S D
15" SD
T O W N A N D C O U N T R Y D R
CO
CO
CO
COCOCO
11
EV
VANCCCCCCCCCCCC
C
C
C
C
C
C
C
C
C
C
C
C
C
15" SD
1 5 " S D
RECORD DRAWINGS SHOW CONNECTION FOR A BUILDING NEVER BUILT? NO EVIDENCE FOUND IN FIELD
395.5
1
4
4
'
8 " W
8 " W
55
56
57
58
4 8 " S D
4 8 " S D
15" SD
FF 404.1
FF 406.1
FF 409.1
EX BUILDING TO REMAIN
EX PARKING TO REMAIN
CO
CO
CO
COCOCO
PLANTING ZONES LEGEND
NATIVE-CENTERED PERIMETER
REFINED COMMERCIAL-FACING
BIOFILTRATION
ON STRUCTURE
TREE LEGEND
SOUTHERN MAGNOLIA
MAGNOLIA GRANDIFLORA
BAY LAUREL
LAURUS NOBILIS
KOUSA DOGWOOD
CORNUS KOUSA
CRAPE MYRTLE
LAGERSTROEMIA INDICA
PACIFIC MADRONE
ARBUTUS MENZIESII
ARMSTRONG MAPLE
ACER 'ARMSTRONG'
EXISTING TREE
DESERT WILLOW
CHILOPSIS LINEARIS
L A N D S C A P E A R C H I T E C T
PROJECT NO.
DANVILLE APARTMENTS Danville, CAPLANTING ZONE PLAN
0001 01/27/25
L2.00
PLANT LIST
BOTANICAL NAME COMMON NAME
CONTAINER
SIZE SPACING
WATER
USE
WATER USE
SOURCE
TREE
A empty tree 2
ACER 'ARMSTRONG'ARMSTRONG GOLD MAPLE 24" BOX AS SHOWN MODERATE WUCOLS
ARBUTUS MENZIESII PACIFIC MADRONE 36" BOX AS SHOWN LOW WUCOLS
CHILOPSIS LINEARIS DESERT WILLOW 36" BOX AS SHOWN VERY LOW WUCOLS
CORNUS KOUSA KOUSA DOGWOOD 24" BOX AS SHOWN MODERATE WUCOLS
LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX AS SHOWN LOW WUCOLS
LAURUS X 'SARATOGA'SARATOGA BAY LAUREL 24" BOX AS SHOWN LOW WUCOLS
MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 24" BOX 60'-0"MODERATE WUCOLS
SUCCULENT
MANGAVE 'LAVENDER LADY'LAVENDER LADY MANGAVE 2 GAL 1'-6"LOW WUCOLS
YUCCA ALOIFOLIA 'BLUE BOY'BLUE BOY YUCCA 5 GAL 3'-0"LOW WUCOLS
SHRUB
ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN'HOWARD MCMINN MANZANITA 5 GAL 5'-0"LOW WUCOLS
CEANOTHUS GRISEUS 'YANKEE POINT'YANKEE POINT CEANOTHUS 5 GAL 8'-0"LOW WUCOLS
DICKSONIA ANTARCTICA TASMANIAN TREE FERN 15 GAL 6'-0"MODERATE WUCOLS
LEUCADENDRON 'SAFARI GOLDSTRIKE'SAFARI GOLDSTRIKE YELLOW CONEBUSH 5 GAL 5'-0"MODERATE WUCOLS
LONICERA NITIDA 'TWIGGY'BOX HONEYSUCKLE 5 GAL 1'-6"LOW WUCOLS
MYRTUS COMMUNIS 'COMPACTA'DWARF MYRTLE 15 GAL 3'-0"LOW WUCOLS
PHORMIUM 'PLATT'S BLACK'PLATT'S BLACK NEW ZEALAND FLAX 5 GAL 3'-0"LOW WUCOLS
PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 15 GAL 6'-0"MODERATE WUCOLS
RHAMNUS CALIFORNICA 'MOUND SAN BRUNO'COFFEEBERRY 5 GAL 6'-0"LOW WUCOLS
RIBES SANGUINEUM 'CLAREMONT'FLOWERING CURRANT 5 GAL 6'-0"LOW WUCOLS
SALVIA MEXICANA 'LIMELIGHT'LIMELIGHT MEXICAN BUSH SAGE 1 GAL 6'-0"LOW WUCOLS
PERENNIAL
ACHILLEA MILLEFOLIUM YARROW 1 GAL 1'-6"LOW WUCOLS
ANIGOZANTHOS 'BUSH YELLOW'BUSH GOLD KANGAROO PAW 1 GAL 2'-0"LOW WUCOLS
GROUNDCOVER
GAZANIA 'MITSUWA YELLOW'MITSUWA YELLOW AFRICAN DAISY 1 GAL 3'-0"LOW WUCOLS
LIRIOPE MUSCARI 'VARIEGATA'VARIEGATED LILYTURF 1 GAL 1'-6"MODERATE WUCOLS
MYOPORUM PARVIFOLIUM GROUNDCOVER MYOPORUM 1 GAL 8'-0"LOW WUCOLS
WESTRINGIA FRUTICOSA 'LOW HORIZON'LOW HORIZON COAST ROSEMARY 1 GAL 3'-0"LOW WUCOLS
GRASS
CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL 4'-0"LOW WUCOLS
FESTUCA GLAUCA 'ELIJAH BLUE'ELIJAH BLUE FESCUE 1 GAL 1'-6"LOW WUCOLS
KOELERIA MICRANTHA PRAIRE JUNEGRASS 1 GAL 1'-6"LOW WUCOLS
LEYMUS CONDENSATUS 'CANYON PRINCE'CANYON PRINCE WILD RYE 1 GAL 4'-0"LOW WUCOLS
LOMANDRA LONGIFOLIA 'BREEZE'DWARF MAT RUSH 1 GAL 3'-0"LOW WUCOLS
LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY'PLATNIUM BEAUTY MAT RUSH 1 GAL 3'-0"LOW WUCOLS
MELICA CALIFORNIA CALIFORNIA MELICGRASS 1 GAL 2'-0"LOW WUCOLS
MUHLENBERGIA RIGENS DEERGRASS 1 GAL 3'-0"LOW WUCOLS
SPOROBOLUS AIROIDES ALKALI SACATON 1 GAL 2'-0"LOW WUCOLS
0 15 30 45 75ft
N
IRRIGATION DESIGN INTENT
MWELO CONFORMANCE
THE PROJECT PLANTING AND IRRIGATION DESIGN WILL BE DESIGNED WITH LOW WATER
USE PLANTS AND EFFICIENT IRRIGATION SYSTEM WHICH WILL MEET THE STATE'S
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. COMPLETED CALCULATIONS AND
WORKSHEETS WILL BE PROVIDED DURING BUILDING PERMIT PHASE.
PLANTS SELECTED WILL BE LOW WATER USE AND IRRIGATION WILL CONSIST OF
SUBSURFACE DRIP WITH A SMART IRRIGATION CONTROLLER.
IRRIGATION SYSTEM IS DESIGNED TO PROVIDE THE MINIMUM AMOUNT OF W ATER
NECESSARY TO SUSTAIN GOOD PLANT HEALTH. ALL SELECTED COMPONENTS ARE
COMMERCIAL GRADE, SELECTED FOR DURABILITY, VANDAL RESISTANCE AND MINIMUM
MAINTENANCE REQUIREMENT.
• COMPLIANT WITH CALIFORNIA MODEL WATER EFFICIENT LANDSCAPE ORDINANCE
(MWELO)
• COMPLIANT WITH LOCAL WATER EFFICIENT LANDSCAPE REQUIREMENTS.
• COMPLIANT WITH REQUIREMENTS OF APPLICABLE WATER PROVIDER.
A DEDICATED IRRIGATION WATER METER FROM THE APPLICABLE LOCAL WATER
PURVEYOR WILL BE REQUIRED.
THE SYSTEM ALSO INCLUDES THE FOLLOWING:
1. HIGH EFFICIENCY DRIP SYSTEMS FOR ALL SHRUB/GROUNDCOVER AREAS
2. SYSTEM MANAGEMENT BY 'SMART' CONTROLLER CAPABLE OF DAILY SELF ADJUSTMENT
OF WATERING SCHEDULES BASED ON REAL-TIME DATA FROM ON-SITE SOIL OR
WEATHER SENSOR OR CLOUD-BASED WEATHER SERVICE.
3. ALL MATERIALS TO BE COMMERCIAL GRADE WITH PROVEN FIELD SUCCESS AND
MINIMAL MAINTENANCE REQUIREMENT.
4. THE SYSTEM INCLUDES A MASTER CONTROL VALVE AND FLOW SENSING CAPABILITY
WHICH WILL SHUT DOWN ALL OR PART OF THE SYSTEM IF LEAKS ARE DETECTED.
L A N D S C A P E A R C H I T E C T
PROJECT NO.
DANVILLE APARTMENTS Danville, CAPLANTING PALETTE AND NOTES
0001 01/27/25
L2.01
NATIVE-CENTERED PERIMETER COMMERCIAL-FACING ON STRUCTURE
CHILOPSIS LINEARIS
DESERT W ILLOW
ARBUTUS MENZIESII
PACIFIC MADRONE
CEANOTHUS GRISEUS 'YANKEE POINT'
YANKEE POINT CALIFORNIA LILAC
ARCTOSTAPHYLOS 'HOW ARD MCMINN'
HOW ARD MCMINN MANZANITA
RIBES SANGUINEUM
FLOW ERING CURRANT
RHAMNUS CALIFORNICA 'SAN BRUNO'
SAN BRUNO COFFEEBERRY
LAURUS NOBILIS
SW EET BAY
ACER 'ARMSTRONG'
ARMSTRONG MAPLE
MAGNOLIA GRANDIFOLIA
SOUTHERN MAGNOLIA
PITTOSPORUM 'SILVER SHEEN'
SILVER SHEEN KOHOHU
MYRTUS COMMUNIS 'COMPACTA'
COMMON MYRTLE
W ESTRINGIA 'LOW HORIZON'
LOW HORIZON COAST ROSEMARY
LEUCADENDRON 'SAFARI GOLDSTRIKE'
SAFARI GOLDSTRIKE YELLOW
CONEBUSH
GAZANIA 'MITSUA YELLOW '
MITSUA YELLOW AFRICAN DAISY
LOMANDRA 'PLATINUM BEAUTY'
PLATINUM BEAUTY MAT RUSH
ANIGOZANTHUS 'BUSH YELLOW '
BUSH YELLOW KANGAROO PAW
YUCCA DESMETIANA 'BLUE BOY'
BLUE BOY YUCCA
DICKSONIA ANTARCTICA
TASMANIAN TREE FERN
SALVIA MEXICANA 'LIMELIGHT'
LIMELIGHT SAGE
LONICERA NITIDA 'TW IGGY'
TW IGGY BOX HONEYSUCKLE
LIRIOPE MUSCARI 'VARIEGATA'
VARIEGATED LILYTURF
LOMANDRA LONGIFOLIA 'BREEZE'
BREEZE MAT RUSH
CORNUS KOUSA
KOUSA DOGW OOD
LAGERSTROEMIA INDICA
CRAPE MYRTLE
PHORMIUM 'PLATT'S BLACK'
PLATT'S BLACK NEW ZEALAND FLAX
MANGAVE 'LAVENDER LADY'
LAVENDER LADY MANGAVE
SPOROLUS AIROIDES
ALKALI SACATON
KOELERIA MICRANTHA
PRAIRIE JUNEGRASS
MELICA CALIFORNIA
CALIFORNIA MELICGRASS
FESTUCA GLAUCA 'ELIJAH BLUE'
ELIJAH BLUE FESCUE
BIOFILTRATION
ACHILLEA MILLEFOLIUM 'MOONSHINE'
MOONSHINE YARROW
LEYMUS CONDENSATUS 'CANYON PRINCE'
CANYON PRINCE BLUE W ILD RYE
CHONDROPETALUM TECTORUM
CAPE RUSH
MYOPORUM PARVIFOLIUM 'FINE LEAF'
FINE LEAF MYOPORUM
MUHLENBERGIA RIGENS
DEERGRASS
L A N D S C A P E A R C H I T E C T
PROJECT NO.
DANVILLE APARTMENTS Danville, CALANDSCAPE LIGHTING CUTSHEETS
0001 01/27/25
L3.00
NOTE:
1. CUTSHEETS FOR POLE AND BOLLARD LIGHTS ARE FOR FIXTURE STYLE AND
FINISH ONLY -OR APPROVED EQUIVALENT.
2. LIGHTING DESIGNER TO DETERMINE SPACING AND PHOTOMETRICS.
15" SD
1 5 " S D
1 5 " S D
8" SS
6 " S S
6 " S S
RECORD DRAWINGS SHOW CONNECTION FOR A BUILDING NEVER BUILT? NO EVIDENCE FOUND IN FIELD
8 " W
8 " W 4 8 " S D
4 8 " S D
15" SD
8 " S S
T O W N A N D C O U N T R Y D R
FF 404.1
FF 406.1
FF 409.1
EX BUILDING TO REMAIN
EX PARKING TO REMAIN
CO
CO
CO
CO
CO
CO
CO
CO
CO CO
CO
COCOCO
1
2
80
79
78
69
70
63
61
60
59
81
82
83
84
86
87
88
89
90
65
62
64
66
68
71
77
57
76
75
74
73
72
85
55
58
67
56
TREE PRESERVATION & REMOVAL NOTES
1. PROJECT ARBORIST TO BE PROVIDED AND IDENTIFIED BY OWNERS
REPRESENTATIVE AT START OF PROJECT. PROJECT ARBORIST TO BE A
CERTIFIED ARBORIST. PROJECT ARBORIST TO MEET WITH THE CONTRACTOR
AND LANDSCAPE ARCHITECT ON SITE TO DISCUSS TREE PRESERVATION,
REVIEW THE LOCATION OF THE TREE PROTECTION FENCING, OTHER TREE
PROTECTIONS AND WORK PROCEDURES AROUND TREES PRIOR TO
CONSTRUCTION AND BE PRESENT ON SITE FOR ALL WORK WITHIN TREE
PROTECTION ZONE OF EXISTING TREES.
2. ARBORIST REPORT PREPARED BY TRAVERSO TREE SERVICE, INC. ON APRIL 10,
2024.CONTRACTORS TO REVIEW REPORT PRIOR TO BEGINNING WORK AND
IMPLEMENT PROTECTION STRATEGIES. REQUEST COPIES OF REPORT FROM
OWNER'S REPRESENTATIVE.
3. PROTECT ALL TREES TO BE RETAINED. SHOULD DAMAGE OCCUR DURING
CONSTRUCTION, REVIEW WITH ARCHITECT, PROJECT ARBORIST,
AND LANDSCAPE ARCHITECT. ASSUME ALL TREES NOT CALLED OUT FOR
REMOVAL TO REMAIN.
TREE PRESERVATION AND REMOVAL LEGEND
EXISTING TREE TO REMAIN AND BE PROTECTED
TREE NUMBERING PER ARBORIST REPORT, SEE NOTES
EXISTING TREE TO BE REMOVED, STUMP REMOVAL OR
GRINDING PER ARBORIST REPORT.
TREE NUMBERING PER ARBORIST REPORT, SEE NOTES
TREE PROTECTION FENCING, PLACE FENCING AS
SHOWN ON PLANS OR MINIMUM TO OUTER EDGE OF
TREE CANOPY
TREE PROTECTION ZONE (TPZ) -ALL DEMOLITION
GRADING, EXCAVATION, CONSTRUCTION AND STAGING TO
BE APPROVED BY ARBORIST
XX
XX
EXISTING TREE TO SAVE IF FEASIBLE,
CONSULT ARBORIST DURING CONSTRUCTION TO
DETERMINE FEASIBILITY OF TREE TO REMAIN,
TREE NUMBERING PER ARBORIST REPORT, SEE NOTES
XX
L A N D S C A P E A R C H I T E C T
PROJECT NO.
DANVILLE APARTMENTS Danville, CATREE PRESERVATION AND REMOVAL PLAN
0001 01/27/25
L3.01
0 15 30 45 75ft
N
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.11January 27, 2025
Architecture + Design LOWER LEVEL 2
BUILDING PLAN
7'-11 1/2"
11
'
-
4
"
1
18
GARAGE
STAIR
STAIR
STAIRELEV.
ELEV.
ELEV.
UTILITY
BIKES
UTILITY
UTILITY
UTILITY
GARAGE
32
4
'
-
0
"
3 4 3 ' - 0 "
+/- 322'- 2 1/2"
2
18 FLOOR PLAN LEGEND
BIKES
ELEV.
GARAGE
STAIR
UTILITY
T O W N A N D C O U N T R Y D R .
(E) DANVILLE TOWN AND
COUNTRY SHOPPING CENTER
PARKING LOT
PROJECT NO.
DA NVI LLE A PART.DA NVI LLE, CALLOOWWEERR LL EE VVEELL 22
1255-0005 09/30/2024
01
1" = 20'-0"1LOWER LEVEL 2
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.12January 27, 2025
Architecture + Design LOWER LEVEL 1
BUILDING PLAN
7'-11 1/2"
11
'
-
4
"
STAIR
STAIR
STAIRELEV.
ELEV.
ELEV.
UTILITY
UTILITY
UTILITY
BIKES
UTILITY
1
186%
24
'
-
0
"
RAMP DOWN
CIRC.
UTILITY
GARAGE
UTILITY
UTILITY
RAMP ABOVE
GUEST PARKING
16 STALLS
PEDESTRIAN
GATE, TYP
PEDESTRIAN
GATE, TYP
VEHICULAR
GATE, TYP
PEDESTRIAN
ACCESS
VEHICULAR
ACCESS
STAIRS ABOVE
BALCONY
ABOVE
PEDESTRIAN
ACCESS ABOVE
OVERHANG
ABOVE
BALCONY
ABOVE
BALCONY
ABOVE
BALCONY
ABOVE
BALCONY
ABOVE
BALCONY
FOUNDATION
BALCONY
FOUNDATION
BALCONY
ABOVE
BALCONY
ABOVE
BALCONY
FOUNDATION
BALCONY
ABOVE
BALCONY
ABOVE
BALCONY
ABOVE
32
4
'
-
0
"
3 4 3 ' - 0 "
+/- 322'- 2 1/2"
2
18
BALCONY
ABOVE
PATIO ABOVE
MONUMENT SIGN
1'-10" x 14'-10" x 6'-6"FLOOR PLAN LEGEND
BIKES
CIRC.
ELEV.
GARAGE
STAIR
UTILITY
T O W N A N D C O U N T R Y D R .
(E) DANVILLE TOWN AND
COUNTRY SHOPPING CENTER
PARKING LOT
PROJECT NO.
DA NVI LLE A PART.DA NVI LLE, CALLOOWWEERR LL EE VVEELL 11
1255-0005 09/30/2024
02
1" = 20'-0"1LOWER LEVEL 1
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.13January 27, 2025
Architecture + Design FIRST FLOOR / GROUND LEVEL
BUILDING PLAN
UP
UP
27'-0"
32
'
-
0
"
15'-0"
10
'
-
0
"
7'-11 1/2"
11
'
-
4
"
1
18
EL 406'
ACCESSIBLE RAMP PEDESTRIAN
ACCESS
UP
PEDESTRIAN
ACCESS
TRASH UTILITIES
UNIT S1.1
UNIT S1 UNIT S1.1 UNIT S1.1
UNIT 1D
UNIT 1D
UNIT 2A
UNIT 2A
UNIT 2A
UNIT 1A
UNIT 1A
UNIT 2A
UNIT 1A
UNIT 2E
UNIT 1E
UNIT 1B
UNIT 3A
UNIT 2B
UNIT 1B
ELEV.
STAIR
UNIT 2A
LOUNGE
UNIT 1C UNIT 1C
CIRC.
UNIT S1.1UNIT S1
UTILITY
UNIT 1C.1
FITNESS
UNIT 2A.2
UNIT 1C.1
UNIT 1C
ELEV.STAIR
LOBBY/
LEASING
ELEV.
STAIR
UNIT 2A.1
ELECTRICAL
ROOM
UNIT 3A
UNIT 2A
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 1C
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 3A
UNIT 3A
COURTYARD
CIRC.
COURTYARD
3 4 3 ' - 0 "
31
9
'
-
0
"
+/- 322'-6"
MAIL/
PARCEL
2
18
MONUMENT SIGN
1'-10" x 14'-10" x 6'-6"
FLOOR PLAN LEGEND
STUDIO
1 BEDROOM UNIT
2 BEDROOM UNIT
3 BEDROOM UNIT
AMENITY
OPEN SPACE
UTILITY
HORIZONTAL CIRCULATION
VERTICAL CIRCULATION
T O W N A N D C O U N T R Y D R .
(E) DANVILLE TOWN AND
COUNTRY SHOPPING CENTER
PARKING LOT
COURTYARD
(N) DRIVEWAY
(N ) DRIVE W AY
PROJECT NO.
DA NVI LLE A PART.DA NVI LLE, CA11SSTT FFLL OOOORR PPLL AA NN
1255-0005 09/30/2024
03
1" = 20'-0"1FIRST FLOOR PLAN
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.14January 27, 2025
Architecture + Design SECOND FLOOR
BUILDING PLAN
1
18
UNIT 1C UNIT 1C UNIT 1C
UNIT S1.1
UNIT S1 UNIT S1.1 UNIT S1.1
UNIT 1D
UNIT 1D
UNIT 2A
UNIT 2A
UNIT 2A
UNIT 1A
UNIT 1A
UNIT 2A
UNIT 1A
UNIT 2E
UNIT 1E
UNIT 1B
UNIT 2B
UNIT 3A
UNIT 2B
UNIT 2B
ELEV.
STAIR
UNIT 2A
UNIT 2A
UNIT 1B
UNIT 1C UNIT 1C
CIRC.
UNIT S1.1
UNIT 1B
TRASH
UNIT S1
UTILITY
UNIT 1C.1
UNIT 3A
UNIT 2A.2
UNIT 2A.1
UNIT 2A.2
UNIT 1C.1
UNIT 1C
ELEV.
STAIR
UNIT 3A
ELEV.
STAIR
UNIT 2A.1
UNIT 2C
UNIT 3A
UNIT 2A
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 1C
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 3A
3 4 3 ' - 0 "
31
9
'
-
0
"
+/- 322'-6"
2
18
FLOOR PLAN LEGEND
STUDIO
1 BEDROOM UNIT
2 BEDROOM UNIT
3 BEDROOM UNIT
UTILITY
HORIZONTAL CIRCULATION
VERTICAL CIRCULATION
T O W N A N D C O U N T R Y D R .
(E) DANVILLE TOWN AND
COUNTRY SHOPPING CENTER
PARKING LOT
PROJECT NO.
DA NVI LLE A PART.DA NVI LLE, CA22NNDD FFLL OOOORR PPLL AA NN
1255-0005 09/30/2024
04
1" = 20'-0"1SECOND FLOOR PLAN
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.15January 27, 2025
Architecture + Design THIRD FLOOR
BUILDING PLAN
1
18
UNIT 1C UNIT 1C UNIT 1C
UNIT S1.1
UNIT S1 UNIT S1.1 UNIT S1.1
UNIT 1D
UNIT 1D
UNIT 2A
UNIT 2A
UNIT 2A
UNIT 1A
UNIT 1A
UNIT 2A
UNIT 1A
UNIT 2E
UNIT 1E
UNIT 1B
UNIT 2B
UNIT 3A
UNIT 2B
UNIT 2B
ELEV.
STAIR
UNIT 2A
UNIT 2A
UNIT 1B
UNIT 1C UNIT 1C
CIRC.
UNIT S1.1
UNIT 1B
TRASH
UNIT S1
UTILITY
UNIT 1C
UNIT 3A
UNIT 2A.1
UNIT 2A.1
UNIT 2A.1
UNIT 1C
UNIT 1C
ELEV.
STAIR
UNIT 3A
ELEV.
STAIR
UNIT 2A.1
UNIT 2C
UNIT 3A
UNIT 2A
UNIT 1C
UNIT 1C
UNIT 1C
UNIT 1C
UNIT 1C
UNIT 1C
UNIT 1C
UNIT 1C
UNIT 1C
UNIT 3A
3 4 3 ' - 0 "
31
9
'
-
0
"
+/- 322'-6"
2
18
FLOOR PLAN LEGEND
STUDIO
1 BEDROOM UNIT
2 BEDROOM UNIT
3 BEDROOM UNIT
UTILITY
HORIZONTAL CIRCULATION
VERTICAL CIRCULATION
T O W N A N D C O U N T R Y D R .
(E) DANVILLE TOWN AND
COUNTRY SHOPPING CENTER
PARKING LOT
PROJECT NO.
DA NVI LLE A PART.DA NVI LLE, CA33RRDD FFLL OOOORR PPLL AA NN
1255-0005 09/30/2024
05
1" = 20'-0"13RD FLOOR PLAN
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.16January 27, 2025
Architecture + Design FOURTH FLOOR
BUILDING PLAN
1
18
UNIT 1C UNIT 1C UNIT 1C
UNIT S1.1
UNIT S1 UNIT S1.1 UNIT S1.1
UNIT 1D
UNIT 1D
UNIT 2A
UNIT 2A
UNIT 2A
UNIT 1A
UNIT 1A
UNIT 2A
UNIT 1A
UNIT 2E
UNIT 1E
UNIT 1B
UNIT 2B
UNIT 1F
UNIT 2B
UNIT 2B
ELEV.
STAIR
UNIT 2A
UNIT 2A
UNIT 1B
UNIT 1C UNIT 1C
CIRC.
UNIT S1.1
UNIT 1B
TRASH
UNIT S1
UTILITY
UNIT 1C
STORAGE
UNIT 2A.1
ROOF
TERRACE
UNIT 2A.1
UNIT 1C
UNIT 1A
ELEV.
STAIR
UNIT 3A
ELEV.
STAIR
UNIT 2A.1
UNIT 2C
UNIT 2D
UNIT 2A
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 1C.1
UNIT 1A
UNIT 1C
UNIT 1C
UNIT 1C
UNIT 1C
UNIT 2D
3 4 3 ' - 0 "
31
8
'
-
5
7
/
8
"
2
18 FLOOR PLAN LEGEND
STUDIO
1 BEDROOM UNIT
2 BEDROOM UNIT
3 BEDROOM UNIT
OPEN SPACE
UTILITY
HORIZONTAL CIRCULATION
VERTICAL CIRCULATION
T O W N A N D C O U N T R Y D R .
(E) DANVILLE TOWN AND
COUNTRY SHOPPING CENTER
PARKING LOT
PROJECT NO.
DA NVI LLE A PART.DA NVI LLE, CA44TTHH FFLL OOOORR PPLL AA NN
1255-0005 09/30/2024
06
1" = 20'-0"14TH FLOOR PLAN
DANVILLE VILLAGE│ Danville, CA
PROJECT NO. 1255-0005 A.17January 27, 2025
Architecture + Design
ROOF PLAN
AREA RESERVED FOR
PHOTO-VOLTAIC PANELS
MECHANICAL UNIT
OVER CORRIDOR,
SCREENED BY ROOF
PARAPETS, TYPICAL
TRASH CHUTES
VENTS
SINGLE PLY FLAT
ROOFING, TYP
STANDING SEAM
METAL SLOPED
ROOF, TYP
WOOD
TRELLIS TYP.
WOOD
TRELLIS TYP.
ROOF ACCESS
4" / 12"
WOOD
TRELLIS TYP.
WOOD
TRELLIS TYP.
WOOD
TRELLIS TYP.
4" / 12"
4" / 12"
4" / 12"
4" / 12"
4" / 12"
4" / 12"
SINGLE PLY FLAT
ROOFING, TYP
SINGLE PLY FLAT
ROOFING, TYP
STANDING SEAM
METAL SLOPED
ROOF, TYP
STANDING SEAM
METAL SLOPED
ROOF, TYP
7"
/
1
2
"
7"
/
1
2
"
STANDING SEAM
METAL SLOPED
ROOF, TYP
7" / 12"
STANDING SEAM
METAL SLOPED
ROOF, TYP
STANDING SEAM
METAL SLOPED
ROOF, TYP
STANDING SEAM
METAL SLOPED
ROOF, TYP
4 " / 1 2 "
WOOD
TRELLIS TYP.
PROJECT NO.
DA NVI LLE A PART.DA NVI LLE, CARROOOOFF PPLL AA NN
1255-0005 10/07/2024
07
1" = 20'-0"1TOP OF ROOF
1
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BOUNDARY LINE
RIGHT OF WAY
FUTURE LOT LINE SPLIT
EASEMENT
STORM DRAIN, MANHOLE
AND CURB INLET
AREA DRAIN
CATCH BASIN / FIELD INLET
WATER LINE AND VALVES
SANITARY SEWER AND MANHOLE
LOT LINE
PAD GRADE
FIRE HYDRANT
BIO-RETENTION BASIN
BIO-RETENTION BASIN RETAINING WALL
SOUNDWALL
VALLEY GUTTER FLOWLINE
LOT NUMBER
EX TREE TO BE REMOVED
SIDEWALK
1
PROPOSEDEXISTING / BY OTHERS
ABBREVIATIONS
AB - AGGREGATE BASE
AC - ASPHALT CONCRETE
BC - BACK OF CURB
BCB - BACK OF CONCRETE BAND
BFP - BACK FLOW PREVENTER
BIO - BIORETENTION AREA
BMR - BELOW MARKET RATE
BNDY - BOUNDARY
BO - BLOW OFF VALVE
BOW - BACK OF WALK
BW - BOTTOM OF WALL
CCCFCD - CONTRA COSTA COUNTY FLOOD CONTROL DISTRICT
CCCSD - CENTRAL CONTRA COSTA SANITARY DISTRICT
C/L - CENTERLINE
D/W - DRIVEWAY
EBMUD - EAST BAY MUNICIPAL UTILITY DISTRICT EASEMENT
EBRPD - EAST BAY REGIONAL PARK DISTRICT
ESMT - EASEMENT
EG - EXISTING GROUND
EV - ELECTRIC VEHICLE
EVAE - EMERGENCY VEHICLE ACCESS EASEMENT
FC - FACE OF CURB
FTC - TOP OF FACE OF VERTICAL CURB
GB - GRADE BREAK
HM - HYDROMODIFICATION
HP - HIGH POINT
LP - LOW POINT
L/S - LANDSCAPE
NAP - NOT A PART OF THIS SUBDIVISION
P/L - PROPERTY LINE
PRAE - PRIVATE ACCESS EASEMENT
PUE - PUBLIC UTILITY EASEMENT
PSE - PUBLIC SIDEWALK EASEMENT
RET - RETAINING
R/W - RIGHT OF WAY
SD - STORM DRAIN
SDE - STORM DRAIN EASEMENT
SS - SANITARY SEWER
SSE - SANITARY SEWER EASEMENT
STFE - STORMWATER TREATMENT FACILITY EASEMENT
SW - SIDEWALK
SWQ - STORM WATER QUALITY
TC - TOP OF CURB & GUTTER
TCB - TOP OF CONCRETE BAND
TWC - TOP OF WEDGE CURB
TW - TOP OF WALL
W - WATER LINE (DOMESTIC)
WLE - WATER LINE EASEMENT
WM - WATER METER
OVERALL SITE PLAN
SCALE: 1" =80'LEGEND
VICINITY MAP
PROJECT SITE
TENTATIVE MAP NOTES:
1.OWNER: 115 TOWN & COUNTRY DRIVE INVEST LLC
DANVILLE, CA 94526
2.APPLICANT: BLAKE GRIGGS PROPERTIES
550 HARTZ AVENUE, SUITE 200
DANVILLE, CA 94526
CONTACT: RYAN MCNAMARA
(925) 766-1350
3.ENGINEER:MACKAY & SOMPS
5142 FRANKLIN DR, SUITE B
PLEASANTON, CA 94588-3355
CONTACT: CHRIS GUENTHER
(925) 225-0690
4.GEOTECHNICAL CONSULTANTS:ROCKRIDGE GEOTECHNICAL
1350 OCEAN AVE
EMERYVILLE, CA 94608
CONTACT: LINDA LIANG/CRAIG SHIELDS
(510) 420-5738
5.ARCHITECT:LPAS
723 S STREET
SACRAMENTO, CA 95811
CONTACT: RAY WELTER
(916) 443-0335
6.LANDSCAPE ARCHITECT:PGA DESIGN
444 17TH STREET
OAKLAND, CA 94612
CONTACT: CHRIS KENT
(510) 465-1284
7.AREA SUBJECT TO INUNDATION:
8.SUBDIVIDED AREA:3.88 ± ACRES
9.ASSESSOR'S/TRACT PARCEL NUMBER: PORTION OF 208-060-053-5
10.FIRE PROTECTION:SAN RAMON VALLEY FIRE DEPARTMENT
11.SEWER SYSTEM: TO BE INSTALLED IN CONFORMANCE WITH CENTRAL CONTRA COSTA
SANITARY DISTRICT STANDARDS.
12.WATER SYSTEM:TO BE INSTALLED IN CONFORMANCE WITH EAST BAY MUNICIPAL UTILITY
DISTRICT STANDARDS.
13.DRAINAGE:TO BE INSTALLED IN CONFORMANCE WITH TOWN OF DANVILLE STANDARDS.
14.GAS & ELECTRICITY:TO BE INSTALLED IN CONFORMANCE WITH
STANDARDS OF PACIFIC GAS AND ELECTRIC CO.
15.TELEPHONE:TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF AT&T.
16.CABLE:TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF COMCAST.
17.STREET IMPROVEMENTS:SS MAIN UTILITY CONNECTIONS
18.EXISTING/PROPOSED ZONING:DBD AREA 13 MUTLIFAMILY RESIDENTIAL VERY HIGH
19.EXISTING LAND USE:DBD AREA 13 MULTIFAMILY RESIDENTIAL VERY HIGH
20.UNLESS OTHERWISE SPECIFICALLY STATED IN THE CONDITIONS OF APPROVAL, LOCAL AGENCY APPROVAL OF THIS
MAP SHALL CONSTITUTE AN EXPRESS FINDING THAT THE PROPOSED DIVISION AND DEVELOPMENT OF THE SUBJECT
PROPERTY WILL NOT UNREASONABLY INTERFERE WITH THE FEE AND COMPLETE EXERCISE OF RIGHTS DESCRIBED
IN GOVERNMENT CODE SECTION 66436(a)(3)(A)(i).
21.UTILITY SIZES AND LOCATION, STREET GRADES AND LOT DIMENSIONS ARE PRELIMINARY AND SUBJECT TO FINAL
ENGINEERING DESIGN AND BUILDING PLOTTING.
22.ALL SEWER AND POTABLE WATER MAINS ARE 8" UNLESS NOTED. ALL PUBLIC STORM DRAINS ARE 12" (MIN), OR AS
NOTED.
23.APPLICANT RESERVES THE RIGHT TO FILE MULTIPLE / PHASED FINAL MAPS TO SUBDIVIDE THE PROPERTY, IN
COMPLIANCE WITH THIS VESTING TENTATIVE MAP.
24.PUBLIC UTILITY AND ACCESS EASEMENTS WILL BE GRANTED OVER PRIVATE STREETS, AND COURTS TO ALLOW
ACCESS TO THE PUBLIC AND INSTALLATION OF PUBLIC UTILITIES. ADDITIONAL EASEMENTS AND DEDICATIONS ARE
SHOWN ON THE ATTACHED VESTING TENTATIVE MAP.
25.COVERAGE OF LAND BY BUILDINGS: 43.2%
TOWN OF DANVILLE
DESIGN GUIDELINES
SP-105 -TYPICAL CONCRETE CURBS
SP-107 -TYPICAL DRIVEWAY
SP-114 -TRENCH BACKFILL
SP-115 -SURVEY MONUMENT
SP-117 - STOP SIGN LOCATION
SP-120 -FIRE HYDRANT LOCATION
SP-201 -STORM DRAIN TYPE "A" INLET
SP-204 -STORM DRAIN PRECAST MANHOLE & TYPE "I" BASE
SP-207 -MANHOLE FRAME AND COVER
PRELIMINARY GEOTECHNICAL INVESTIGATION:
PROVIDED BY: ROCKRIDGE GEOTECHNICAL
DATED:MARCH 17, 2022
ENTITLED:
PROJECT #: 22-2168
INDEX OF TENTATIVE MAP SHEETS
SHEET DESCRIPTION
CIVIL PLANS
C1 COVER SHEET
C2 DEMOLITION PLAN
C3 SITE DEVELOPMENT PLAN
C4 DETAILS AND SECTIONS
C5 PRELIMINARY GRADING PLAN
C6 PRELIMINARY UTILITY PLAN
C7 EROSION CONTROL PLAN AND DETAILS
C8 PRELIMINARY STORMWATER CONTROL PLAN
C9 PRELIMINARY SIGNING AND STRIPING PLAN
BASIS OF BEARINGS:
THE BEARING OF NORTH 61°25'41" EAST BETWEEN FOUND
MONUMENTS ON TOWN AND COUNTRY DR, AS SHOWN ON THE
RECORD OF SURVEY MAP FILED IN BOOK 54 OF MAPS AT
PAGE 16, CONTRA COSTA COUNTY RECORDS.
BASIS OF ELEVATIONS - BENCHMARK:
CONTRA COSTA COUNTY BENCHMARK #3106
THE BENCHMARK IS A NAIL AND TAG SET IN THE
CONCRETE BASE OF A LIGHT POST, AT THE BACK OF
WALK, AT THE SW CORNER OF A GAS STATION PARKING
LOT, AT THE SE CORNER OF THE INTERSECTION OF SAN
RAMON BLVD. AND SYCAMORE VALLEY RD. .
ELEVATION = 399.462 (NGVD29)
9
59
60
61
55
56
57
58
63
62
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
85
1
2
SS TO BE REMOVED
SD TO BE REMOVED
N9
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3
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W
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DEMOLITION NOTES:
1.AERIAL TOPOGRAPHY OBTAINED BY GEOMAPS.
2.ALL EXISTING ONSITE UTILITIES, TREES, UNDERGROUND
AND SURFACE IMPROVEMENTS TO BE REMOVED UNLESS
OTHERWISE NOTED.
3.SEE SHEET L0.01 FOR TREE PRESERVATION AND REMOVAL
PLAN. TREES SHOWN HERE ARE FOR REFERENCE ONLY. SOME
TREES IDENTIFIED TO REMAIN MAY NEED TO BE REMOVED AT
THE ARBORIST'S DISCRETION.
LEGEND:
PROPERTY BOUNDARY
EXISTING BUILDING TO BE REMOVED
EXISTING PAVEMENT TO BE REMOVED
EXISTING PAVEMENT TO REMAIN
EXISTING UTILITIES TO BE REMOVED
EXISTING TREE TO REMAIN (SEE NOTE 3)
EXISTING TREE TO BE REMOVED (SEE NOTE 3)
9
395
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394
396
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:
1
DA
T
E
RE
V
I
S
I
O
N
NO
.
CH
E
C
K
E
D
B
Y
:
DA
T
E
:
SC
A
L
E
:
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SHT
PROJECT NO.
OF
CA
L
I
F
O
R
N
I
A
R
E
P
R
O
D
U
C
T
I
O
N
S
O
F
T
H
I
S
D
O
C
U
M
E
N
T
T
H
A
T
A
R
E
G
E
N
E
R
A
T
E
D
B
Y
O
T
H
E
R
S
F
R
O
M
E
L
E
C
T
R
O
N
I
C
M
E
D
I
A
.
MA
C
K
A
Y
&
S
O
M
P
S
I
S
N
O
T
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
A
C
C
U
R
A
C
Y
O
R
C
O
M
P
L
E
T
E
N
E
S
S
O
F
EN
G
I
N
E
E
R
S
PL
A
N
N
E
R
S
51
4
2
B
F
R
A
N
K
L
I
N
D
R
,
P
L
E
A
S
A
N
T
O
N
,
C
A
9
4
5
8
8
(9
2
5
)
2
2
5
-
0
6
9
0
SU
R
V
E
Y
O
R
S
29115.BGP
NO
V
E
M
B
E
R
2
0
2
4
DA
N
V
I
L
L
E
AS
S
H
O
W
N
CW
G
CW
G
CW
G
NOTES:
1.SEE SHEET C5 FOR SECTIONS.
EXISTING TREE
EXISTING TREE TO BE REMOVED
9
DA
T
E
RE
V
I
S
I
O
N
NO
.
CH
E
C
K
E
D
B
Y
:
DA
T
E
:
SC
A
L
E
:
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SHT
PROJECT NO.
OF
CA
L
I
F
O
R
N
I
A
R
E
P
R
O
D
U
C
T
I
O
N
S
O
F
T
H
I
S
D
O
C
U
M
E
N
T
T
H
A
T
A
R
E
G
E
N
E
R
A
T
E
D
B
Y
O
T
H
E
R
S
F
R
O
M
E
L
E
C
T
R
O
N
I
C
M
E
D
I
A
.
MA
C
K
A
Y
&
S
O
M
P
S
I
S
N
O
T
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
A
C
C
U
R
A
C
Y
O
R
C
O
M
P
L
E
T
E
N
E
S
S
O
F
EN
G
I
N
E
E
R
S
PL
A
N
N
E
R
S
51
4
2
B
F
R
A
N
K
L
I
N
D
R
,
P
L
E
A
S
A
N
T
O
N
,
C
A
9
4
5
8
8
(9
2
5
)
2
2
5
-
0
6
9
0
SU
R
V
E
Y
O
R
S
29115.BGP
NO
V
E
M
B
E
R
2
0
2
4
DA
N
V
I
L
L
E
AS
S
H
O
W
N
CW
G
CW
G
CW
G
AB
AC 2%
6'
S/W
PROPOSED
BLDG
10' SSE
SECTION A
NTS
SECTION B
NTS
SECTION C
NTS
EX
FC
EX TOWN AND
COUNTRY DRIVE
RETAINING WALL
(PIER FOOTING)
AB
AC 2%
6'
S/W
EX
FC
EX TOWN AND
COUNTRY DRIVE LANDSCAPE
VARIES
VARIES
BIORETENTION BASIN
W/UNDERGROUND STORMWATER
CAPTURE MODULES
(SWQ + HM)
18" MAX
LANDSCAPE
VARIES
2%
FLOW THRU
PLANTER
AB
AC 2%
6'
S/W
EX
FC
EX TOWN AND
COUNTRY DRIVE
SECTION D
NTS
STORMWATER
CAPTURE MODULES
AB
AC 2%
6'
S/W
EX
FC
EX TOWN AND
COUNTRY DRIVE VARIES
LANDSCAPING
SECTION E
NTS
AB
AC
SECTION F
NTS
10' BIORETENTION
BASIN
18" MAX
14' COMPACT
PARKING 24' DRIVE AISLE 19' PARKING
14' COMPACT
PARKING24' DRIVE AISLE19' PARKING 24'± LANDSCAPING
AB
AC
15'±
LANDSCAPING
18" MAX
SECTION G
NTS
2%
3.5%
26' DRIVE AISLE
3%
5'
S/W
2%
VARIES
LANDSCAPING
PROPOSED
BLDG
TRANSFORMER
BOXES
SECTION H
NTS
16'
S/W
2%
3'
TRUNCATED
DOME
9.5'
LOADING ZONE
3' VALLEY GUTTER
NTS
NOTE: SEE TOWN OF DANVILLE STANDARD PLAN 112
FOR ADDITIONAL DETAILS NOT SHOWN HERE
3'
1-
1
/
4
"
8" PCC
6" CLASS II
AGG. BASE
3'
VALLEY
GUTTER 26' DRIVE AISLE
EX SS PIPE
PROPOSED
BLDG
PROPOSED
BLDG
PROPOSED
BLDG
2% MIN
1ST GARAGE
LEVEL
2ND GARAGE
LEVEL
1ST GARAGE
LEVEL
2ND GARAGE
LEVEL
1ST GARAGE
LEVEL
2ND GARAGE
LEVEL
1ST GARAGE
LEVEL
2ND GARAGE
LEVEL
PROPOSED
BLDG
1ST GARAGE
LEVEL
2ND GARAGE
LEVEL
DEEPENED CURBDEEPENED CURB
2:1 MA
X
EX BLDG
HEIGHT OF
STEM WALL 1ST GARAGE
LEVEL
2ND GARAGE
LEVEL
3:1 MAX
PROPOSED
BLDG
1ST GARAGE
LEVEL
2ND GARAGE
LEVEL
FF
FF
FF
FF
FF
FFFF
6.5'
MAX
18" MAX
LANDSCAPE
VARIES
FLOW THRU
PLANTER
2%
6'
S/W
EX
FC
EX PARKING
LOT
18" MAX
LANDSCAPE
VARIES
9
EV
VANCCCCCCCCCCCC
C
C
C
C
C
C
C
C
C
C
C
C
C
1
2
395
4
0
0
4
0
5
4
1
0
394
396
397
39
8
3
9
9
40
1
4
0
2
40
3
4
0
4
40
6
4
0
7
4
0
8
4
0
9
4
1
1
4
1
2
41
2
4
0
5
4
1
0
4
0
1
4
0
2
4
0
3
4
0
4
4
0
6
4
0
7
40
8
4
0
9
41
1
4
1
2
4
41
7
395
396
39
7
39
8
415
410.9
410.6
407.6
406.8
407.4
404.3
403.4
403.8
400.5
400.4
400.1
395.8
395.3
394.3
407.7 406.5409.1
TC 414.7
TC 407.6
3%
TC 410.4
3.5%
TC 412.5
TC 412.3
EX TC 411.8 EX TC 410.0
EX TC 410.0 EX TC 407.2
EX TC 406.4
EX TC 406.6
EX TC 404.6
EX TC 404.2
EX TC 403.7
EX TC 395.0
TC 411.3
TC 412.5
4
.
7
%
4.7%
2.8
%
TC 407.8
TC 408.7
TC 411.9 TC 410.8
TC 410.0
TC 408.7
3%
EX TC 403.5EX TC 403.7
EX TC 403.5TC 405.6TC 406.6 1.95%
TC 409.9
3%
TC 403.1TC 405.0
3.1
%
TC 407.2
TC 405.6
TC 405.9 TC 405.7
2.2%
TC 401.7
TC 402.9
EX EP 397.8
EX EP 395.6
TC 401.5TC/GB 402.8 TC 402.7TC/GB 404.8
TC 409.5
TC 409.8
TC 411.4 TC 411.1
TC 409.0
TC 408.4TC 408.7
TC 414.7 TC 412.7
TC 410.3
TC 411.1
TC 412.3±
LIMIT OF WORK
EX FF 406.1 EX FF 404.1EX FF 409.1
EX TC 403.03
EX TC 402.6
TC 402.5
TC 408.0
TC 407.4
TC 402.2
TC 400.4
EX FL 399.5
EX FL 400.0
EX CONC. VALLEY
GUTTER TO REMAIN
EX RETAINING
WALL TO REMAIN3%
2.1%
3.2%
3.
5
%
3%4%
4.
7
%
4.
2
%
2%
3
.
5
%
1.8%
1.
7
%
2%
1%
3
%
3%
5.
8
%
0.
9
%
2%
2%
1.95%1.95%1.76%
2.
7
%
TC 400.9
4%2%3%
1.8%5%2%
8.33%
FG 403.0 FG 405.0
8.33%
FG 406.0
1.
5
-
2
%
406.0406
.
0
EX TC 398.8
EX TC 399.7
EX TC 402.0
EX TC 401.4
EX TC 402.0
TC 400.6
TC 396.9
5%
FF 406.0
GARAGE
FF 395.0
TC 396.7
TC 396.6
TW 407.4
BW 405.0
TW 409.5
BW 405.0
TW 410.4
BW 405.0
TW 411.3
BW 405.0
6%
3.5%
6%
5.5%
10:1
4:1
4:1
3
:
1
2
:
1
2
:
1
DA
T
E
RE
V
I
S
I
O
N
NO
.
CH
E
C
K
E
D
B
Y
:
DA
T
E
:
SC
A
L
E
:
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SHT
PROJECT NO.
OF
CA
L
I
F
O
R
N
I
A
R
E
P
R
O
D
U
C
T
I
O
N
S
O
F
T
H
I
S
D
O
C
U
M
E
N
T
T
H
A
T
A
R
E
G
E
N
E
R
A
T
E
D
B
Y
O
T
H
E
R
S
F
R
O
M
E
L
E
C
T
R
O
N
I
C
M
E
D
I
A
.
MA
C
K
A
Y
&
S
O
M
P
S
I
S
N
O
T
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
A
C
C
U
R
A
C
Y
O
R
C
O
M
P
L
E
T
E
N
E
S
S
O
F
EN
G
I
N
E
E
R
S
PL
A
N
N
E
R
S
51
4
2
B
F
R
A
N
K
L
I
N
D
R
,
P
L
E
A
S
A
N
T
O
N
,
C
A
9
4
5
8
8
(9
2
5
)
2
2
5
-
0
6
9
0
SU
R
V
E
Y
O
R
S
29115.BGP
NO
V
E
M
B
E
R
2
0
2
4
DA
N
V
I
L
L
E
AS
S
H
O
W
N
CW
G
CW
G
CW
G
9
59
60
61
55
56
57
58
63
62
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
85
1
2
6"SS
8
"
S
S
8"SS
8"SS
8"SS
12"SD
12
"
S
D
12"SD
12
"
S
D
F
M
12"SD
12"SD
1
2
"
S
D
SSMH
INV 392.00
SSMH
INV 395.00
SSMH
INV 395.70
INSTALL MANHOLE ON EXISTING
LINE TO REROUTE MAIN TO TOWN
AND COUNTRY DRIVE
SSMH
INV 394.50
SSMH
INV 391.50
SSMH
INV 384.00
CB
INV 405.00
CB
INV 402.00
INV 395.10
CB
INV 400.22
CB
INV 398.00
CB
CB
INV 390.00
CB
INV 404.00
CONNECT EX 48"SD
SDMH
CB
2' ROUND INLET
INV 405.00
METERED FLOWS OUTLET
TO BIORETENTION AREA
REROUTE EX SS
SERVICE TO NEW MAIN
STORM DRAIN CISTERN
STORM DRAINAGE FLOWS TO CISTERN FOR
STORAGE. PUMP IN CISTERN METERS FLOWS
THRU FORCE MAIN TO BIORETENTION AREA
6"
S
S
INV 380.40
CONNECT REROUTED SS MAIN TO SS
MAIN IN SAN RAMON VALLEY BLVD
SSMH
INV 388.38
CONNECT TO EXISTING
SSMH WITH REROUTED
SERVICE LINE
EX SSMH
CONNECT TO EX MAIN
FOR WATER SERVICE
INSTALL CB ON EX 48"SD TO
CONNECT TO PUBLIC SYSTEM
STORM DRAIN CISTERN
STORM DRAINAGE FLOWS TO CISTERN FOR
STORAGE. PUMP IN CISTERN METERS FLOWS
THRU FORCE MAIN TO BIORETENTION AREA
DA
T
E
RE
V
I
S
I
O
N
NO
.
CH
E
C
K
E
D
B
Y
:
DA
T
E
:
SC
A
L
E
:
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SHT
PROJECT NO.
OF
CA
L
I
F
O
R
N
I
A
R
E
P
R
O
D
U
C
T
I
O
N
S
O
F
T
H
I
S
D
O
C
U
M
E
N
T
T
H
A
T
A
R
E
G
E
N
E
R
A
T
E
D
B
Y
O
T
H
E
R
S
F
R
O
M
E
L
E
C
T
R
O
N
I
C
M
E
D
I
A
.
MA
C
K
A
Y
&
S
O
M
P
S
I
S
N
O
T
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
A
C
C
U
R
A
C
Y
O
R
C
O
M
P
L
E
T
E
N
E
S
S
O
F
EN
G
I
N
E
E
R
S
PL
A
N
N
E
R
S
51
4
2
B
F
R
A
N
K
L
I
N
D
R
,
P
L
E
A
S
A
N
T
O
N
,
C
A
9
4
5
8
8
(9
2
5
)
2
2
5
-
0
6
9
0
SU
R
V
E
Y
O
R
S
29115.BGP
NO
V
E
M
B
E
R
2
0
2
4
DA
N
V
I
L
L
E
AS
S
H
O
W
N
CW
G
CW
G
CW
G
NOTE: NO STORM DRAIN AS BUILTS WERE
PROVIDED BY THE CITY FOR THIS SITE.
EXISTING STORM DRAIN SYSTEM SHOWN HAS BEEN
RECREATED BASED ON FIELD OBSERVATIONS.
9
EV
VANCCCCCCCCCCCC
C
C
C
C
C
C
C
C
C
C
C
C
C
1
2
TOW
N
A
N
D
C
O
U
N
T
R
Y
D
R
395
4
0
0
4
0
5
4
1
0
396
397
39
8
3
9
9
40
1
4
0
2
40
3
4
0
4
40
6
4
0
7
4
0
8
4
0
9
4
1
1
4
1
2
41
2
4
0
5
4
1
0
4
0
1
4
0
2
4
0
3
4
0
4
4
0
6
4
0
7
40
8
4
0
9
41
1
4
1
2
4
41
7
395
396
39
7
39
8
415
410.9
410.6
407.6
406.8
407.4
404.3
403.4
403.8
400.5
400.4
400.1
395.8
395.3
394.3
407.7 406.5409.1
DA
T
E
RE
V
I
S
I
O
N
NO
.
CH
E
C
K
E
D
B
Y
:
DA
T
E
:
SC
A
L
E
:
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SHT
PROJECT NO.
OF
CA
L
I
F
O
R
N
I
A
R
E
P
R
O
D
U
C
T
I
O
N
S
O
F
T
H
I
S
D
O
C
U
M
E
N
T
T
H
A
T
A
R
E
G
E
N
E
R
A
T
E
D
B
Y
O
T
H
E
R
S
F
R
O
M
E
L
E
C
T
R
O
N
I
C
M
E
D
I
A
.
MA
C
K
A
Y
&
S
O
M
P
S
I
S
N
O
T
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
A
C
C
U
R
A
C
Y
O
R
C
O
M
P
L
E
T
E
N
E
S
S
O
F
EN
G
I
N
E
E
R
S
PL
A
N
N
E
R
S
51
4
2
B
F
R
A
N
K
L
I
N
D
R
,
P
L
E
A
S
A
N
T
O
N
,
C
A
9
4
5
8
8
(9
2
5
)
2
2
5
-
0
6
9
0
SU
R
V
E
Y
O
R
S
29115.BGP
NO
V
E
M
B
E
R
2
0
2
4
DA
N
V
I
L
L
E
AS
S
H
O
W
N
CW
G
CW
G
CW
G
LEGEND
STRAW WATTLES
HYDROSEED (APPROXIMATE LIMITS)
GRAVEL CONSTRUCTION ENTRANCE
CATCH BASIN SEDIMENT BARRIER
PERIMETER SILT FENCE
TYPICAL CONSTRUCTION STAKE
SAW 2X4 (100X50mm) LUMBER
2'-3'
(0.6-1m)
ON DIAGONAL
3"
-
4
"
SP
A
C
I
N
G
3' -
4
'
DE
P
T
H
8"-
1
0
"
D
I
A
.
BI
O
-
D
E
G
R
A
D
E
F
I
B
E
R
S
ST
U
F
F
E
D
I
N
A
P
H
O
T
O
-
DE
G
R
A
D
A
B
L
E
O
P
E
N
N
E
T
CA
L
I
F
O
R
N
I
A
S
T
R
A
W
W
O
R
K
S
NOTES:
SP
A
C
I
N
G
3' -
4
'
3"
-
4
"
DE
P
T
H
1. REPAIR OR REPLACE SPLIT, TORN,
UNRAVELING OR SLUMPING FIBER ROLLS.
2. INSPECT FIBER ROLLS WHEN RAIN IS
FORECAST, FOLLOWING RAIN EVENTS
AND AT LEAST DAILY DURING PROLONGED
RAINFALL. PERFORM REQUIRED
MAINTENANCE.
3. IN MOST CASES, FIBER ROLLS DO NOT
REQUIRE REMOVAL AND CAN BE
ABANDONED IN PLACE. IF NOT
EXCESSIVELY SOILED. ROLLS MAY BE
REPLACED AND REUSED.
WATTLES
ALONG C/G &
SIDEWALK
EROSION CONTROL NOTES:
24-HOUR CONTACT PERSON: TO BE DETERMINED ONCE A CONTRACTOR IS CHOSEN
1.THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL SEDIMENT DURING THE RAINY SEASON, OCTOBER 1 TO APRIL
30, AFTER ROUGH GRADING HAS BEEN COMPLETED. MEASURES ARE TO BE OPERABLE PRIOR TO OCTOBER 1ST OF ANY YEAR THAT
GRADING OPERATIONS HAVE LEFT AREAS UNPROTECTED FROM EROSION. INSTALL AND MAINTAIN ALL REQUIRED EROSION CONTROL
MEASURES IN ACCORDANCE WITH ABAG STANDARDS.
2.MAINTENANCE IS TO BE PERFORMED AS FOLLOWS:
A.REPAIR DAMAGE CAUSED BY SOIL EROSION OR CONSTRUCTION AT THE END OF EACH WORKING DAY.
B.STRAW WATTLES, BERMS AND SWALES ARE TO BE INSPECTED AFTER EACH STORM AND REPAIRS MADE AS NEEDED.
C.SEDIMENT SHALL BE REMOVED AND SEDIMENT TRAPS RESTORED TO ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO
WITHIN ONE FOOT OF THE OUTLET ELEVATION.
D.SEDIMENT REMOVED FROM TRAPS SHALL BE DEPOSITED IN SUITABLE AREAS AND IN SUCH A MANNER THAT IT WILL NOT ERODE.
E.RILLS AND GULLIES MUST BE REPAIRED.
3.AFTER UTILITY TRENCHES ARE BACKFILLED AND COMPACTED, THE SURFACES OVER SUCH TRENCHES SHALL BE MOUNDED SLIGHTLY
TO PREVENT CHANNELING OF WATER IN THE TRENCH AREA. CARE SHOULD BE EXERCISED TO PROVIDE FOR CROSS-FLOW AT
FREQUENT INTERVALS WHERE TRENCHES ARE NOT ON THE CENTER LINE OF A CROWNED STREET.
4.HYDROSEED ALL DISTURBED AREAS. AFTER HYDROSEEDING HAS BEEN COMPLETED. SPRAY ALL AREAS WITH TACKIFER AND STRAW.
REFER TO THIS SHEET FOR MIX.
5.DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE
MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAIN SYSTEM.
6.INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL SHALL BE BLOCKED UNLESS THE AREA DRAINED IS UNDISTURBED OR
STABILIZED.
7.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. CHANGES TO THIS EROSION
CONTROL PLAN SHALL BE MADE ONLY WITH THE APPROVAL OF OR AT THE DIRECTION OF THE TOWN'S ENGINEERING DEPARTMENT.
8.SEDIMENT BASINS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEANOUT LEVEL.
9.AS STORM DRAIN IMPROVEMENTS ARE CONSTRUCTED, ALL STRUCTURES AND INLET PIPES SHALL BE PROTECTED FROM INFLOW OF
SILT BY USING EROSION CONTROL MEASURES.
10.CONTRACTOR SHALL HAVE TOOLS, EQUIPMENT, AND MATERIALS TO PROVIDE EROSION CONTROL MEASURES MADE NECESSARY BY A
CONSTRUCTION OPERATION, ON THE JOB SITE BEFORE BEGINNING THAT OPERATION.
11.ADJACENT PROPERTIES SHALL BE PROTECTED FROM STORM WATERS.
12.A CONSTRUCTION ENTRANCE CONSISTING OF MIN. 8" THICK 2" - 3" COARSE DRAINROCK FOR A DISTANCE OF 50' IS TO BE
PROVIDED AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS, PER ABAG STANDARDS.
13.THIS PLAN MAY NOT COVER ALL OF THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD
CONDITIONS. VARIATIONS MAY BE MADE TO THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF THE TOWN'S ENGINEERING
DEPARTMENT.
14.INSTALL STRAW WATTLES PER DETAIL ON THIS SHEET.
9
1
2
TOW
N
A
N
D
C
O
U
N
T
R
Y
D
R
395
4
0
0
4
0
5
4
1
0
394
396
397
39
8
3
9
9
40
1
4
0
2
40
3
4
0
4
40
6
4
0
7
4
0
8
4
0
9
4
1
1
4
1
2
41
2
4
0
5
4
0
1
4
0
2
4
0
3
4
0
4
4
0
6
4
41
7
395
396
39
7
39
8
415
410.9
407.6
406.8
407.4
404.3
403.4
403.8
400.5
400.4
400.1
395.8
395.3
394.3
DMA 1
DMA 2
12"SD
1
2
"
S
D
F
M
CLEAN WATER IS DIRECTED
TO CITY SYSTEM
METERED FLOWS OUTLET
TO BIORETENTION AREA
INSTALL CB ON EX 48"SD TO
CONNECT TO PUBLIC SYSTEM
DMA 5
DMA 3
DMA 4
DMA
6
DMA 1
INSTALL PUMP IN CISTERN
TO PUMP FLOWS TO
BIO-RETENTION AREA
INSTALL PUMP IN CISTERN
TO PUMP FLOWS TO
BIO-RETENTION AREA
FLOW THRU PLANTER
FLOW THRU PLANTERFLOW THRU PLANTER
FLOW THRU PLANTER
DA
T
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RE
V
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I
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NO
.
CH
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:
DA
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SC
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:
DR
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:
DE
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:
SHT
PROJECT NO.
OF
CA
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MA
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&
S
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P
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F
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P
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T
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S
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I
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PL
A
N
N
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R
S
51
4
2
B
F
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A
N
K
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I
N
D
R
,
P
L
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A
S
A
N
T
O
N
,
C
A
9
4
5
8
8
(9
2
5
)
2
2
5
-
0
6
9
0
SU
R
V
E
Y
O
R
S
29115.BGP
NO
V
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M
B
E
R
2
0
2
4
DA
N
V
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L
L
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AS
S
H
O
W
N
CW
G
CW
G
CW
G
LEGEND
DMA BOUNDARY
18" SOIL MIX - 5 INCHES / HOUR
INFILTRATION RATE
12" CLASS 2 PERMEABLE
MATERIAL OR EQUAL
BIO RETENTION BASIN /
STORAGE MODULE DETAIL
NTS
18
"
12
"
3:1
6"
4"
2"
4" PERFORATED SUBDRAIN
0.
6
'
SD OUTLET RISER
STORMCAPTURE
STORAGE MODULE
FOR SUMP PUMP
12
"
SUMP PUMP
STORMWATER PUMPED TO
BIO RETENTION BASIN FOR
TREATMENT
1'
DRAINS INTO STORMCAPTURE MODULES 6"
4"
2"
4" PERFORATED SUBDRAIN
0.
6
'
SD OUTLET RISER
1'
18" SOIL MIX - 5 INCHES / HOUR
INFILTRATION RATE
12" CLASS 2 PERMEABLE
MATERIAL OR EQUAL
TYPICAL FLOW-THRU
PLANTER
NTS
4" PERFORATED SUBDRAIN
12" CLASS 2 PERMEABLE
MATERIAL OR EQUAL
18" SOIL MIX - 5 INCHES /
HOUR INFILTRATION RATE
6"
4"
9
EV
VANCCCCCCCCCCCC
C
C
C
C
C
C
C
C
C
C
C
C
C
1
2
395
4
0
0
4
0
5
4
1
0
394
396
397
39
8
3
9
9
40
1
4
0
2
40
3
4
0
4
40
6
4
0
7
4
0
8
4
0
9
4
1
1
4
1
2
41
2
4
0
5
4
1
0
4
0
1
4
0
2
4
0
3
4
0
4
4
0
6
4
0
7
40
8
4
0
9
41
1
4
1
2
4
41
7
395
396
39
7
39
8
415
410.9
410.6
407.6
406.8
407.4
404.3
403.4
403.8
400.5
400.4
400.1
395.8
395.3
394.3
407.7 406.5409.1
19'
TYP
9
'
T
Y
P
14' TYP
19'
TYP
9
'
T
Y
P
8'
TYP
1
4
'
T
Y
P
8
'
T
Y
P
9'
TYP
1
9
'
T
Y
P
9'
TYP
1
8
'
T
Y
P
5
'
5'
TYP
DA
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NO
.
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:
DA
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:
SC
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:
DR
A
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N
B
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:
DE
S
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G
N
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D
B
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:
SHT
PROJECT NO.
OF
CA
L
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F
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N
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PL
A
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51
4
2
B
F
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K
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D
R
,
P
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A
S
A
N
T
O
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,
C
A
9
4
5
8
8
(9
2
5
)
2
2
5
-
0
6
9
0
SU
R
V
E
Y
O
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S
29115.BGP
NO
V
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M
B
E
R
2
0
2
4
DA
N
V
I
L
L
E
AS
S
H
O
W
N
CW
G
CW
G
CW
G
LEGEND:
PER CALTRANS A24D
INSTALL NEW STRIPING PER NOTED DESIGNATIONS
INSTALL NEW SIGN AND POST PER NOTED DESIGNATION
SNS
RED CURB (FIRE LANE NO PARKING)
NOTES:
1.SIGNING, STRIPING AND PAVEMENT MARKERS SHALL CONFORM TO THE
APPLICABLE DETAILS OF THE TOWN OF DANVILLE DESIGN GUIDELINES, THE
LATEST CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD
PLANS, STANDARD SPECIFICATIONS, AND THE APRIL 2017 CALIFORNIA MUTCD
SIGN SPECIFICATION SHEETS.
2.ALL STRIPING SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. ALL
TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE APPLIED AT A THICKNESS
OF 0.15 INCH.
3.INSTALL BLUE PAVEMENT MARKERS AT EVERY FIRE HYDRANT PER DETAIL THIS
SHEET.
4.ALL SIGNS SHALL HAVE 7 FOOT CLEARANCE FROM GROUND TO SIGN PANEL.
5.SIGNS SHALL BE LOCATED 2' FROM THE FACE OF CURB IF THERE IS NO
ADJACENT S/W.
6.EV CHARGING SPACE LOCATIONS SHOWN ARE CONCEPTUAL. FINAL LOCATIONS AND
NUMBER OF STALLS TO BE DETERMINED DURING FINAL DESIGN.
BLUE REFLECTIVE MARKER AT FIRE HYDRANT
STOP SIGNR1-1
NO STOPPING ANYTIMER28(S)
STREET NAME SIGN PER TOWN OF DANVILLE STANDARD PLAN NO.
121 WITH UPPER AND LOWER CASE LETTERING. "PVT" LOGO TO BE
ADDED TO LOWER RIGHTHAND CORNER OF SIGN IN PRIVATE ALLEYS.
DECORATIVE PAVEMENT PER LANDSCAPE PLANS
COMPACT PARKING SPACEC
STOP AHEADW3-1
PARKING SUMMARY
PARKING PROVIDED = 111 STALLS
COMPACT PARKING = 24 STALLS
STANDARD PARKING = 87 STALLS
*PER THE TOWN OF DANVILLE MUNI CODE 32-45-30, COMPACT
STALLS SHALL NOT EXCEED 30% OF THE REQUIRED PARKING LOT.
NO LEFT TURNR3-2
ELECTRIC VEHICLE CHARGING SPACEEV
9