Agenda — St. Helena City Council, January 13, 2026 (part 5 of 9)

Conceptual
Photovoltaic Array
(TYP)
A/C
(TYP)
Roof Access
Hatch (TYP)
45’-0”
10’-9” 10’-9” 10’-5” 2’-0”
2’-0”
10’-10” 10’-5” 10’-5” 10’-9” 10’-5” 10’-10”
14’-2” 21’-2” 14’-2”
2’-0”
7’-1” 21’-2” 7’-1” 1’-0” 1’-6” 1’-6” 1’-0”
1’-6”
1’-6”
16’-0”
40’-6”
13’-6” 11’-0”
1’-6” 1’-0”
2’-6”
7’-1” 14’-1”
10’-5”
2’-0”
2’-0”
16’-0”
40’-6”
13’-6” 11’-0”
45’-0”
21’-3” 21’-2” 21’-2” 21’-2” 21’-3”
106’-0”
14’-2” 7’-1” 7’-1” 14’-1” 18’-1” 3’-1” 7’-1” 14’-2” 5’-0” 2’-0” 5’-0” 2’-0” 5’-0” 2’-0” 1’-0” 18’-1” 3’-1”
106’-0”
106’-0”
106’-0”
10’-9” 10’-5” 10’-9”
2’-0”
21’-3” 21’-2” 21’-3”
14’-2” 14’-2”
2’-0”
7’-1” 7’-1” 2’-0”
16’-0”
45’-0”
12’-0” 17’-0”
7’-1” 14’-1”
10’-5”
2’-0”
2’-0”
16’-0”
45’-0”
12’-0” 17’-0”
106’-0”
106’-0”
18’-1” 3’-1”
7’-0”
6’-0”
18’-1” 3’-1”
7’-0”
6’-0”
7’-0”
1’-4” 8”
1’-4” 8”
28’-0” 16’-0” 1’-0”
Plan 4 Plan 3 Plan 4 Plan 3 Plan 4
Plan 4 Plan 3 Plan 4 Plan 3 Plan 4
Plan 4 Plan 3 Plan 4 Plan 3 Plan 4
2nd FLOOR
3rd FLOOR GROUND FLOOR

ROOF PLAN ROOF PLAN NOTES
Roof Pitch; 11:12 3.5:12 2%
Overhangs Typical; Rake 1’-6” Eave 1’-6”
Downspout Location (Major Area)
Indicates +29’-10” F.G. Roof Height for Fire Access

FLOORPLAN NOTES
Dimensions are conceptual and approxamite.
(T) Trash, (R) Recycle, (C) Compost Bins are located in each individual unit garage space.
0’ 8’ 16’ 32’
SCALE
FDS
Planning | Design | Collaboration

FOURNIER DESIGN STUDIO
[email protected] (562) 719-4650
Spring Grove
1447~1505~1515 Spring Street
St. Helena, CA
APN: 009-590-003, -005, -010
FDS #24010
September 26, 2025
November 10, 2025

CONCEPTUAL BUILDING FLOOR & ROOF PLANS
BUILDING 3
A-5
Agenda Item #11.3.

Page 554 of 1047 ends

REAR ELEVATION
BLDG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
6 5 4 3 2 1 6
2X-R
SHT. A1.2.5
7 1-R
SHT. A1.1.1
8 1X
SHT. A1.1.2
9 1
SHT. A1.1.1
10 2X-MTR
SHT. A1.2.6
1'-0"
HEEL
1'-6"
HEEL

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       

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

2 05.23.2025 PLAN CHECK 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

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IDEAS, DESIGNS

REPRESENTED T

THE PROPERTY
444 Spea
San Fran
www.hun
t. 415-512
11 SAN
CO
WOO
18 C
SA
1 03.14
2 05.23
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2
A

REAR ELEVATION
BLDG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1'-0"
HEEL
1'-6"
HEEL

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WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1

      

        
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

2 05.23.2025 PLAN CHECK 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2

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WOODSIDE CANYON
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SAN RAMON, CA 94583
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IDEAS, DESIGNS AND ARRANGEMENTS

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WOODSIDE CANYON
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CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

REAR ELEVATION
BLDG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1'-0"
HEEL
1'-6"
HEEL

VISUAL CONTACT WITH THE DRAWINGS OR

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IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1

      

        



2 05.23.2025 PLAN CHECK 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

AR ELEVATION
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
5 4 3 2 1 6
2X-R
SHT. A1.2.5
7 1-R
SHT. A1.1.1
8 1X
SHT. A1.1.2
9 1
SHT. A1.1.1
10 2X-MTR
SHT. A1.2.6
1'-0"
HEEL
1'-6"
HEEL

VISUAL CONTACT WITH THE DRAWINGS OR

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CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1

      

        



2 05.23.2025 PLAN CHECK 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

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THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
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HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

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LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1

      

        



2 05.23.2025 PLAN CHECK 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
F.G.

ROOF HEIGHT
@WALL
29’-10”
(FIRE ACCESS)
29’-8” MAX ROOF @ WALL
for FIRE ACCESS
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” MAIN BUILDING HEIGHT
F.G.

P.L.1
40’-0” PEAK BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT) 8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” MAIN BUILDING HEIGHT
F.G.

P.L.1
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
F.G.

P.L.1
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
P.L.1 P.L.28’-1”
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
F.G.

P.L.1 P.L.2 8’-1”
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
F.G.

P.L.1
37’-0” MAIN BUILDING HEIGHT
40’-0” PEAK BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT)

REAR ELEVATION
(Community Drive Frontage)

LEFT SIDE ELEVATION

RIGHT SIDE ELEVATION
E2 D H C E1
B A H C A1

F J H K L
A1 H I K E1
A1 E1 B D J C A
G E2

FRONT, PATIO & ENTRY, ELEVATION

ELEVATION NOTES
All color/material changes to occur at inside corner
Indicates +29’-10” F.G. Roof Height (Fire Access)
CertainTeed
20” Standing Seam
6x Rake Resawn, 4x Fascia
.75x2.5 Smooth batt @ 18”o.c.
5/4x7 Head, 4/4x3.5 Sides, 2x3 Sill
Sand Finish
Sand Finish
Coplay ‘Canyon Ridge’ ~ ‘Chevron & Elements’ (metal)
Thermatru ‘Smooth Star’ FibreGlass w/ Glass
1x6 & 1x4 slats 1.5” gap
Milgard

3.5” Round
Allenbury (Downward Lighting)
Galvanized Metal
A
A1
B
C
D
E1
E2
F
G
H
I
J
K
L
Asphalt Composition Shingle Roofing
Mtl Standing Seam Accent
Wood Rake - Fascia - Eaves
Cementous Siding
Cementous Trim Boards
Stucco
Stucco
Garage Door
Entry Door
Wood Railings
Vinyl Windows
Downspouts
Architectural Lighting
Metal Wire Vine Lines

EXTERIOR MATERIALS SPECIFICATIONS
(or Equal)
See COLOR RENDERINGS FOR APPLICATION
37’-0” MAIN BUILDING HEIGHT
40’-0” PEAK BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT)
Pursuant to St. Helena Municipal Code Section 17.24.070(B)(3), the maximum per- K mitted height for exterior lighting is 16 feet. The proposed Fixtures located above 16 feet will not have an electrical source and not produce any lllumnation. (Typical) Pursuant to St. Helena Municipal Code Section 17.24.070(B)(3), the maximum permitted height for exterior lighting is 16 feet. The proposed Fixtures located above 16 feet will not have an electrical source and not produce any lllumnation. (Typical) K
0’ 8’ 16’ 32’
SCALE
FDS
Planning | Design | Collaboration

FOURNIER DESIGN STUDIO
[email protected] (562) 719-4650
Spring Grove
1447~1505~1515 Spring Street
St. Helena, CA
APN: 009-590-003, -005, -010
FDS #24010
September 26, 2025
November 10, 2025

CONCEPTUAL ELEVATIONS
A-5.1
BUILDING 3
Agenda Item #11.3.

Page 555 of 1047 ends

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
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Revisions:

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ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
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Checked
Drawn
Scale
Sheet Description:

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NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTAC

SPECIFICATIONS

EVIDENCE OF AC
Date
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Checked
Drawn
Scale
Sheet Desc
Revisions:

No. Date

NO PART THERE

ADAPTED, DISC

SOLD, PUBLISHE

THE PRIOR WRIT

COMPENSATION

HUNT HALE JON

RESERVES ITS S

LAW COPYRIGHT

IDEAS, DESIGNS

REPRESENTED T

REAR ELEVATION
BLDG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1'-0"
HEEL
1'-6"
HEEL

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1

      

        



2 05.23.2025 PLAN CHECK 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

REAR ELEVATION
BLDG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1'-0"
HEEL
1'-6"
HEEL

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
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Checked
Drawn
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Sheet Description:

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No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1

      

        



2 05.23.2025 PLAN CHECK 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1

      

        



2 05.23.2025 PLAN CHECK 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2

CONCEPTUAL ELEVATIONS, COLORS AND MATERIALS
BUILDING 3
CertainTeed
20” Standing Seam
6x Rake Resawn, 4x Fascia
.75x2.5 Smooth batt @ 18”o.c.
5/4x7 Head, 4/4x3.5 Sides, 2x3 Sill
Sand Finish
Sand Finish
Coplay ‘Canyon Ridge’ ~ ‘Chevron & Elements’ (metal)
Thermatru ‘Smooth Star’ FibreGlass w/ Glass
1x6 & 1x4 slats 1.5” gap
Milgard

EXTERIOR MATERIALS SPECIFICATIONS
(or Equal)
See COLOR RENDERINGS FOR APPLICATION
FDS
Planning | Design | Collaboration

FOURNIER DESIGN STUDIO
[email protected] (562) 719-4650
Spring Grove
1447~1505~1515 Spring Street
St. Helena, CA
APN: 009-590-003, -005, -010
FDS #24010
September 26, 2025
November 10, 2025
A-5.2
Agenda Item #11.3.

Page 556 of 1047 ends

42’-0”
2’-0”
45’-0”
21’-3” 21’-2” 21’-2” 21’-3”
84’-10”
14’-2” 7’-1” 18’-2” 3’-1” 5’-0” 5’-0” 2’-0” 2’-0”
3’-1” 18’-1”
84’-10”
23’-0” 16’-0” 3’-0”
21’-2”
10’-9” 10’-5” 10’-10”
2’-0”
21’-3” 21’-2”
14’-2”
2’-0”
7’-1”
1’-6”
2’-0”
16’-0”
45’-0”
12’-0” 17’-0”
7’-1” 14’-1”
10’-5”
18’-1” 3’-1”
6’-0”
3’-1” 18’-1”
7’-0”
6’-0”
7’-0”
8”
8”
1’-6”
84’-10”
84’-10”
84’-10”
37’-8”
9’-10” 16’-6” 11’-4”
10’-5” 10’-5” 10’-10”
2’-0”
21’-2”
21’-3”
2’-0” 1’-6” 2’-0”
16’-0”
40’-6”
13’-6” 11’-0”
21’-2”
10’-9”
21’-2”
3’-0”
1’-0”
8”
8”
1’-6”
84’-10”
84’-10”
21’-3”
10’-9” 10’-5”
37’-8”
9’-10” 16’-6” 11’-4”
2nd FLOOR
3rd FLOOR GROUND FLOOR

ROOF PLAN
Plan 4 Plan 3 Plan 2 Plan 3
Plan 4 Plan 3 Plan 2 Plan 3
Plan 4 Plan 3 Plan 2 Plan 3

ROOF PLAN NOTES
Roof Pitch; 11:12 3.5:12 2%
Overhangs Typical; Rake 1’-6” Eave 1’-6”
Downspout Location (Major Area)
Indicates +29’-10” F.G. Roof Height for Fire Access
Conceptual
Photovoltaic Array
(TYP)
A/C
(TYP)
Roof Access
Hatch (TYP)

FOURNIER DESIGN STUDIO
[email protected] (562) 719-4650
Spring Grove
1447~1505~1515 Spring Street
St. Helena, CA
APN: 009-590-003, -005, -010
FDS #24010
September 26, 2025
November 10, 2025

CONCEPTUAL BUILDING FLOOR & ROOF PLANS
BUILDING 4
A-6
Agenda Item #11.3.

Page 557 of 1047 ends

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

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REAR ELEVATION
BLDG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1'-0"
HEEL
1'-6"
HEEL

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WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1

      

        



2 05.23.2025 PLAN CHECK 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2

C H U N T H A L E J O N E S A R C H I T E C T S

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WOODSIDE CANY
18 CROW CANYON COU
SAN RAMON, CA 9458
APN # 208-490-010
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APN # 208-490-010
RJ/DH

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APN # 208-490-010
RJ/DH

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IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

EAR ELEVATION
DG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1'-0"
HEEL
1'-6"
HEEL

VISUAL CONTACT WITH THE DRAWINGS OR

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Date
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Checked
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LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

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IDEAS, DESIGNS AND ARRANGEMENTS

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WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

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CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1

      

        



2 05.23.2025 PLAN CHECK 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

C H U N T H A L E J O N E S A R C H I T E C T S
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR

VISUAL CONTACT WITH THE DRAWINGS OR

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HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

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LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1
       

        



2 05.23.2025 PLAN CHECK 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL
29’-8” MAX ROOF @ WALL
for FIRE ACCESS
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” MAIN BUILDING HEIGHT
F.G.

P.L.1
40’-0” PEAK BUILDING HEIGHT 8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” MAIN BUILDING HEIGHT
F.G.

P.L.1
40’-0” PEAK BUILDING HEIGHT
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
F.G.

P.L.1
F.G.

ROOF HEIGHT
@WALL
29’-10”
(FIRE ACCESS)
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
P.L.1 P.L.28’-1”
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
F.G.

P.L.1 P.L.2 8’-1”
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
F.G.

P.L.1 29’-8” MAX ROOF @ WALL
for FIRE ACCESS
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” MAIN BUILDING HEIGHT
F.G.

P.L.1
40’-0” PEAK BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT) 8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” MAIN BUILDING HEIGHT
F.G.

P.L.1
40’-0” PEAK BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT)
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
F.G.

P.L.1
F.G.

ROOF HEIGHT
@WALL
29’-10”
(FIRE ACCESS)
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
P.L.1 P.L.28’-1”
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
F.G.

P.L.1 P.L.2 8’-1”
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
F.G.

P.L.1

REAR ELEVATION
(Community Drive Frontage)

LEFT SIDE ELEVATION FRONT, PATIO & ENTRY, ELEVATION

RIGHT SIDE ELEVATION
E2 C E1 A1
B A C A1 H

H F J K L
A1 G I K
B
E1
D
A
J C
A1
G

EXTERIOR MATERIALS SPECIFICATIONS
(or Equal)
See COLOR RENDERINGS FOR APPLICATION
37’-0” MAIN BUILDING HEIGHT
40’-0” PEAK BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT)
37’-0” MAIN BUILDING HEIGHT
40’-0” PEAK BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT)
Pursuant to St. Helena Municipal Code Section 17.24.070(B)(3), the maximum per- K mitted height for exterior lighting is 16 feet. The proposed Fixtures located above 16 feet will not have an electrical source and not produce any lllumnation. (Typical) 0’ 8’ 16’ 32’
SCALE
FDS
Planning | Design | Collaboration

FOURNIER DESIGN STUDIO
[email protected] (562) 719-4650
Spring Grove
1447~1505~1515 Spring Street
St. Helena, CA
APN: 009-590-003, -005, -010
FDS #24010
September 26, 2025
November 10, 2025
A-6.1

CONCEPTUAL ELEVATIONS
BUILDING 4
Agenda Item #11.3.

Page 558 of 1047 ends

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WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

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COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

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THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTAC

SPECIFICATIONS

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Revisions:

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NO PART THERE

ADAPTED, DISC

SOLD, PUBLISHE

THE PRIOR WRIT

COMPENSATION

HUNT HALE JON

RESERVES ITS S

LAW COPYRIGHT

IDEAS, DESIGNS

REPRESENTED T

REAR ELEVATION
BLDG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1'-0"
HEEL
1'-6"
HEEL

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

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THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1

      

        



2 05.23.2025 PLAN CHECK 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2

C H U N T H A L E J O N E S A R C H I T E C T S

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COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUM

WOODSIDE CANY
18 CROW CANYON COU
SAN RAMON, CA 9458
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

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THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
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HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

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HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

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THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

EAR ELEVATION
DG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1'-0"
HEEL
1'-6"
HEEL

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
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ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
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Checked
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SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

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SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1

      

        



2 05.23.2025 PLAN CHECK 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

C H U N T H A L E J O N E S A R C H I T E C T S
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1
       

        



2 05.23.2025 PLAN CHECK 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

CONCEPTUAL ELEVATIONS, COLORS AND MATERIALS
BUILDING 4
CertainTeed
20” Standing Seam
6x Rake Resawn, 4x Fascia
.75x2.5 Smooth batt @ 18”o.c.
5/4x7 Head, 4/4x3.5 Sides, 2x3 Sill
Sand Finish
Sand Finish
Coplay ‘Canyon Ridge’ ~ ‘Chevron & Elements’ (metal)
Thermatru ‘Smooth Star’ FibreGlass w/ Glass
1x6 & 1x4 slats 1.5” gap
Milgard

EXTERIOR MATERIALS SPECIFICATIONS
(or Equal)
See COLOR RENDERINGS FOR APPLICATION
FDS
Planning | Design | Collaboration

Page 559 of 1047 ends

1’-6”
21’-2” 21’-2” 21’-3”
148’-4”
7’-1” 14’-2” 18’-2” 3’-1” 5’-0” 2’-0” 5’-0” 2’-0”
18’-1” 3’-1”
42’-0”
21’-3” 10’-9” 21’-2” 10’-5” 10’-10”
2’-0”
10’-5”
6’-0”
7’-0”
6’-0”
7’-0”
8”
8”
1’-6”
37’-8”
9’-10” 16’-6” 11’-4”
42’-0”
23’-0” 16’-0” 3’-0”
21’-2” 21’-2” 21’-2”
6’-0”
3’-1” 18’-2” 21’-2” 18’-1” 3’-1” 7’-1” 14’-2”
1’-6”
148’-4”
148’-4”
3’-1” 18’-2” 21’-2” 18’-1” 3’-1” 7’-1” 14’-2” 18’-1” 3’-1” 7’-1” 14’-2” 18’-2” 3’-1” 1’-6”
6’-0”
6’-0”
8”
8”
2’-0”
10’-10” 10’-5” 21’-2” 10’-5” 10’-10”
1’-6”
6’-0” 37’-8”
9’-10” 16’-6” 11’-4”
148’-4”
Plan 3 Plan 2 Plan 3 Plan 4 Plan 3 Plan 4 Plan 3
Plan 3 Plan 2 Plan 3 Plan 4 Plan 3 Plan 4 Plan 3
2nd FLOOR

GROUND FLOOR

FOURNIER DESIGN STUDIO
[email protected] (562) 719-4650
Spring Grove
1447~1505~1515 Spring Street
St. Helena, CA
APN: 009-590-003, -005, -010
FDS #24010
September 26, 2025
November 10, 2025

CONCEPTUAL BUILDING FLOOR PLANS
BUILDING 5
A-7
Agenda Item #11.3.

Page 560 of 1047 ends

10’-9” 10’-5” 10’-10”
2’-0”
10’-5”
8”
8”
1’-6”
37’-8”
9’-10” 16’-6” 11’-4”
148’-4”
3’-1” 18’-2” 21’-2” 18’-1” 3’-1” 7’-1” 14’-2” 18’-1” 3’-1” 7’-1” 14’-2” 18’-2” 3’-1” 1’-6”
8”
8”
2’-0”
10’-10” 10’-5” 21’-2” 10’-5” 10’-9”
1’-6”
37’-8”
9’-10” 16’-6” 11’-4”
148’-4”
10’-5” 10’-9” 10’-5” 10’-9”
Plan 3 Plan 2 Plan 3 Plan 4 Plan 3 Plan 4 Plan 3
3rd FLOOR
0’ 8’ 16’ 32’
SCALE

ROOF PLAN
Conceptual
Photovoltaic Array
(TYP)
A/C
(TYP)
Roof Access
Hatch (TYP)

ROOF PLAN NOTES
Roof Pitch; 11:12 3.5:12 2%
Overhangs Typical; Rake 1’-6” Eave 1’-6”
Downspout Location (Major Area)
Indicates +29’-10” F.G. Roof Height for Fire Access

FLOORPLAN NOTES
Dimensions are conceptual and approxamite.
(T) Trash, (R) Recycle, (C) Compost Bins are located in each individual unit garage space.

FDS
Planning | Design | Collaboration

FOURNIER DESIGN STUDIO
[email protected] (562) 719-4650
Spring Grove
1447~1505~1515 Spring Street
St. Helena, CA
APN: 009-590-003, -005, -010
FDS #24010
September 26, 2025
November 10, 2025

CONCEPTUAL BUILDING FLOOR & ROOF PLANS
BUILDING 5
A-7.1
Agenda Item #11.3.

Page 561 of 1047 ends

REAR ELEVATION
BLDG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1 2 3 4 5 6 6
2X-R
A1.2.5 SHT.
7 1-R
A1.1.1 SHT.
8 1X
A1.1.2 SHT.
9 1
A1.1.1 SHT.
10 2X-MTR
A1.2.6 SHT.

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH

SPECIFICATIONS SHALL

EVIDENCE OF ACCEPTA
Date
Project#
Checked
Drawn
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Sheet Description
Revisions:

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NO PART THEREOF SHA

ADAPTED, DISCLOSED O

SOLD, PUBLISHED OR O

THE PRIOR WRITTEN CO

COMPENSATION TO HU

HUNT HALE JONES ARC

RESERVES ITS STATUTO

LAW COPYRIGHT AND O

IDEAS, DESIGNS AND A

REPRESENTED THEREBY

THE PROPERTY OF HUN
444 Spear Stre
San Francisco
www.hunthale
t. 415-512-130
1185 M

SAN FRA
COND
WOODS
18 CROW
SAN R
APN

03.14.2025 1
 
 

05.23.2025 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - E
A6
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1 2 3 4
R
A1.1.1
8 1X
A1.1.2 SHT.
9 1
A1.1.1 SHT.
10 2X-MTR
A1.2.6 SHT.

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
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ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1
      
    

       
      



PLAN CHECK 2 05.23.2025 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

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Revision Date No.

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SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
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Checked
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SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1
      
    

       
      



PLAN CHECK 2 05.23.2025 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

REAR ELEVATION
BLDG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1

     
    

       
     




PLAN CHECK 2 05.23.2025 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
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ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
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Drawn
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SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
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Checked
Drawn
Scale
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SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

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NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1

     
    

       
     




PLAN CHECK 2 05.23.2025 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1

     
    

       
     




PLAN CHECK 2 05.23.2025 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

ELEVATION
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
5 4 3 2 1
-R
A1.2.5
7 1-R
SHT. A1.1.1
8 1X
SHT. A1.1.2
9 1
SHT. A1.1.1
10 2X-MTR
SHT. A1.2.6
1'-0"
HEEL
1'-6"
HEEL

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1
       

        



2 05.23.2025 PLAN CHECK 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1

     
    

       
     




PLAN CHECK 2 05.23.2025 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1 2 3 4

1.1 8
1X
A1.1.2 SHT.
9 1
A1.1.1 SHT.
10 2X-MTR
A1.2.6 SHT.

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1

     
    

       
     




PLAN CHECK 2 05.23.2025 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

HEEL
1'-0"
HEEL
1'-6"

E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

EVATION
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1 2 3 4 5
7 1-R
A1.1.1 SHT.
8 1X
A1.1.2 SHT.
9 1
A1.1.1 SHT.
10 2X-MTR
A1.2.6 SHT.

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1
       

        



2 05.23.2025 PLAN CHECK 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL
29’-8” MAX ROOF @ WALL
for FIRE ACCESS
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” MAIN BUILDING HEIGHT
F.G.

P.L.1
40’-0” PEAK BUILDING HEIGHT
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
F.G.

P.L.1
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
F.G.

P.L.1
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
F.G.

P.L.1
40’-0” PEAK BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT) 8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” MAIN BUILDING HEIGHT
F.G.

P.L.1
40’-0” PEAK BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT)
F.G.

ROOF HEIGHT
@WALL
29’-10”
(FIRE ACCESS)
8’-6” 9’-1” 9’-1”
F.F.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
P.L.1 P.L.28’-1”
P.L.2
8’-1”

REAR ELEVATION
(Community Drive Frontage)

LEFT SIDE ELEVATION FRONT, PATIO & ENTRY, ELEVATION

RIGHT SIDE ELEVATION
E2 C E1 K
A1 C A B

L K H J F
K I G A1
C J D B A E1 A1
A1 E1 C E2 G

EXTERIOR MATERIALS SPECIFICATIONS
(or Equal)
See COLOR RENDERINGS FOR APPLICATION
37’-0” MAIN BUILDING HEIGHT
40’-0” PEAK BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT)
37’-0” MAIN BUILDING HEIGHT
40’-0” PEAK BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT)
Pursuant to St. Helena Municipal Code Section 17.24.070(B)(3), the maximum per- K mitted height for exterior lighting is 16 feet. The proposed Fixtures located above 16 feet will not have an electrical source and not produce any lllumnation. (Typical) K
0’ 8’ 16’ 32’
SCALE
FDS
Planning | Design | Collaboration

FOURNIER DESIGN STUDIO
[email protected] (562) 719-4650
Spring Grove
1447~1505~1515 Spring Street
St. Helena, CA
APN: 009-590-003, -005, -010
FDS #24010
September 26, 2025
November 10, 2025
A~7.2

CONCEPTUAL ELEVATIONS
BUILDING 5
Agenda Item #11.3.

Page 562 of 1047 ends

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH

SPECIFICATIONS SHALL

EVIDENCE OF ACCEPTA
Date
Project#
Checked
Drawn
Scale
Sheet Description
Revisions:

Date No.

NO PART THEREOF SHA

ADAPTED, DISCLOSED O

SOLD, PUBLISHED OR O

THE PRIOR WRITTEN CO

COMPENSATION TO HU

HUNT HALE JONES ARC

RESERVES ITS STATUTO

LAW COPYRIGHT AND O

IDEAS, DESIGNS AND A

REPRESENTED THEREBY

THE PROPERTY OF HUN
444 Spear Stre
San Francisco
www.hunthale
t. 415-512-130
1185 M

SAN FRA
COND
WOODS
18 CROW
SAN R
APN

03.14.2025 1
 
 

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
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ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
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ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
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Checked
Drawn
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ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

REAR ELEVATION
BLDG. 2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1

     
    

       
     




PLAN CHECK 2 05.23.2025 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

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Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
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Sheet Description:

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NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
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Sheet Description:

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Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1

     
    

       
     




PLAN CHECK 2 05.23.2025 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

HEEL
1'-0"
HEEL
1'-6"

C H U N T H A L E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1

     
    

       
     




PLAN CHECK 2 05.23.2025 2
Z:\317086_SAN_RAMON_B\DWGS\DD-CD\BLDG PLANS\BLDG_2\ELEVS\317086_BLDG.2 EE.DWG 5/23/2025 2:26:05PM SHALMALI NIGUDKAR BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1
       

        



2 05.23.2025 PLAN CHECK 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1

     
    

       
     




PLAN CHECK 2 05.23.2025 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1 2 3 4

1.1 8
1X
A1.1.2 SHT.
9 1
A1.1.1 SHT.
10 2X-MTR
A1.2.6 SHT.

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
PLAN CHECK 1 03.14.2025 1

     
    

       
     




PLAN CHECK 2 05.23.2025 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

HEEL
1'-0"
HEEL
1'-6"

E J O N E S A R C H I T E C T S

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

EVATION
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. PLATE
3RD FLR. PLATE
1 2 3 4 5
7 1-R
A1.1.1 SHT.
8 1X
A1.1.2 SHT.
9 1
A1.1.1 SHT.
10 2X-MTR
A1.2.6 SHT.

HEEL
1'-0"
HEEL
1'-6"

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

Revision Date No.

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

VISUAL CONTACT WITH THE DRAWINGS OR

SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE

EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
Date
Project#
Checked
Drawn
Scale
Sheet Description:

Revisions:

No. Date Revision

NO PART THEREOF SHALL BE REPRODUCED, COPIED,

ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS,

SOLD, PUBLISHED OR OTHERWISE USED WITHOUT

THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE
COMPENSATION TO HUNT HALE JONES ARCHITECTS.

HUNT HALE JONES ARCHITECTS HEREBY EXPRESSLY

RESERVES ITS STATUTORY COPYRIGHT, COMMON

LAW COPYRIGHT AND OTHER SPECIFICATIONS,

IDEAS, DESIGNS AND ARRANGEMENTS

CONDOMINIUMS

WOODSIDE CANYON
18 CROW CANYON COURT
SAN RAMON, CA 94583
APN # 208-490-010
RJ/DH

12.24.2024 PERMIT SET
317086.00
1 03.14.2025 PLAN CHECK 1
       

        



2 05.23.2025 PLAN CHECK 2
BLDG.2 - EXTERIOR ELEV.
3/16" = 1'-0"
NR
A6.3.2
25-0523_SAN RAMON B_PC2 RESUBMITTAL

CONCEPTUAL ELEVATIONS, COLORS AND MATERIALS
BUILDING 5
CertainTeed
20” Standing Seam
6x Rake Resawn, 4x Fascia
.75x2.5 Smooth batt @ 18”o.c.
5/4x7 Head, 4/4x3.5 Sides, 2x3 Sill
Sand Finish
Sand Finish
Coplay ‘Canyon Ridge’ ~ ‘Chevron & Elements’ (metal)
Thermatru ‘Smooth Star’ FibreGlass w/ Glass
1x6 & 1x4 slats 1.5” gap
Milgard

EXTERIOR MATERIALS SPECIFICATIONS
(or Equal)
See COLOR RENDERINGS FOR APPLICATION
FDS
Planning | Design | Collaboration

Page 563 of 1047 ends

9’-1” 9’-1” 9’-1”
F.F.

ROOF HEIGHT @ WALL
for Ladder Access
F.G.

F.F.

F.F.
~37’-0”
37’-0” OVERALL BUILDING HEIGHT
(42’ MAX BUILDING HEIGHT)
F.G.

P.L.1
P.L.2
29’-10”
(FIRE ACCESS)
8’-1”
~4’-8”Roof Well Depth
Typical Building Cross Section
(Plan 4)
Live Kitchen
Garage
Bedroom 1 Bedroom 2
Den
Roof Well Located Gable Roof Beyond
HVAC Condenser
Roof Well Located
Photovoltiac Array
0’ 8’ 16’ 32’
SCALE
FDS
Planning | Design | Collaboration

FOURNIER DESIGN STUDIO
[email protected] (562) 719-4650
Spring Grove
1447~1505~1515 Spring Street
St. Helena, CA
APN: 009-590-003, -005, -010
FDS #24010
September 26, 2025
November 10, 2025

CONCEPTUAL BUILDING CROSS SECTION
PLAN 4
A-8
Agenda Item #11.3.

Page 564 of 1047 ends

November 10th, 2025
L-1

CONCEPTUAL IMAGERY
Agenda Item #11.3.

Page 565 of 1047 ends

November 10th, 2025
L-2
1 13
13 2
12 3 5 7 11
8 9
10 7 11 8
5 12 3 4
10 4
6 11
LEGEND
Community Entry Seating Area (See Enlargement)
Community Entry Pedestrian Corridor (See Enlargement)
Community Open Space (See Enlargement)
Enhanced Paving at Crosswalks
Concrete Walk
Parking Stalls
Private Patio
Stormwater Basin
Existing Creek Setback
Transformer
Screening Planting at Perimeter
Existing Canopy Trees to be Protected in Place
Short Term Bike Parking (Bike Racks)
1 2
3 4
5 6
7 8
9 10
11 13
12 SPRING STREET

ST JAMES DRIVE
0 15’ 30’ 60’
Scale: 1”= 30’-0”

CONCEPTUAL SITE PLAN
Agenda Item #11.3.

Page 566 of 1047 ends

November 10th, 2025
L-3
1 4
13 7
4 8
6 11 9
10 10
5 2
3 14
14 12
13 7 1
LEGEND
Seat Wall
Focal Tree
Enhanced Paving
Vineyard Trellis with Fruiting Vines
Meandering Path at Pedestrian Corridor
Transformer
Natural Turf Lawn with Existing Shade Tree
Picnic Area with Community Seating
Cluster Mailbox Units
Parking Stalls
Enhanced Paving at Crosswalk
Screening Planting at Perimeter
Existing Canopy Trees - to be Protected in Place
Short Term Bike Parking (Bike Racks)
1 2
3 4
5 6
7 8
9 10
12 14
13 11
0 5’ 10’ 20’
Scale: 1”= 10’-0”

CONCEPTUAL ENLARGEMENT PLAN
Agenda Item #11.3.

Page 567 of 1047 ends

November 10th, 2025
L-4

SPRING STREET

ST JAMES DRIVE
35’
35’ 35’ 35’
Vision
Triangle
FOC

SETBACK
FOCFOC
50’
LEGEND
Wood Perimeter Fence
-Western Red Cedar or Approved Equal
-6’ ht. min.

Wood Perimeter Low Fence
-Western Red Cedar or Approved Equal
-3’-0” ht.

Wood Patio Fence/Gate
-Western Red Cedar or Approved Equal
-3’-6” ht.

Vineyard Trellis
-Wood Posts w/ Steel Wire
-5’ ht.

Retaining Block Wall
-Splitface CMU Block and Cap w/ Perimeter
Fence Embedment
-3’-4” ht. max
Seat Wall
-PIP Concrete w/ Boardform Finish
-1’-6” ht. 0 15’ 30’ 60’
Scale: 1”= 30’-0”

CONCEPTUAL WALL AND FENCE PLAN
Agenda Item #11.3.

Page 568 of 1047 ends

November 10th, 2025
L-5
Ad
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Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru
Ru
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Ru
Ad

SPRING STREET LEGEND
MATCHLINE - SEE SHEET L-6
NOTE: All ground-mounted equipment is to
be screened on edges facing adjacent properties and public ROW using shrubs that are at minimum equivalant in height to the adjacent equipment.

PLANTING PLAN
0 10’ 20’ 40’
Scale: 1”= 20’-0”
Agenda Item #11.3.

Page 569 of 1047 ends

November 10th, 2025
L-6
Ad
Ad
Ad
Ad
Ad
Ad
Ad
Ad Ad
Ad
Ad
Ad
Ad
Ad
Ru Ru Ru
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Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru
Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru
Ru
Ad
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Ru Ru
Ru Ru
Ru Ru Ru
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Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru
Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
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Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
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Ru Ru
Ru Ru
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Ru
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Ru
Ru
Ru
Ru
Ru
Ru
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Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru
Ru
Ad
LEGEND
MATCHLINE - SEE SHEET L-5
NOTE: All ground-mounted equipment is to
be screened on edges facing adjacent properties and public ROW using shrubs that are at minimum equivalant in height to the adjacent equipment.

PLANTING PLAN
0 10’ 20’ 40’
Scale: 1”= 20’-0”
Agenda Item #11.3.

Page 570 of 1047 ends

November 10th, 2025
L-7

SPRING STREET

ST JAMES DRIVE
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru
Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
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Ru Ru Ru
Ru Ru Ru
Ru Ru
Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru
Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru Ru
Ru Ru
Ru Ru
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Ru
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Ru
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Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru Ru
Ad Ad
Ad Ad
Ad Ad
Ad
Ad Ad Ad

HYDROZONE LEGEND
Low Water Use (Drip Irrigation) 11,442 SF
Moderate Water Use (Drip Irrigation) 9,566 SF
High Water Use (Turf - Overhead Spray) 600 SF
Total Irrigated Landscape Area: 21,608 SF
Maximum Applied Water Allowance (MAWA): 225,998
Estimated Total Water Usage (ETWU): 285,008
*Refer to MWELO Landscape Documentation Package for full Calculation Worksheet
0 15’ 30’ 60’
Scale: 1”= 30’-0”

HYDROZONE AND MWELO PLAN
Agenda Item #11.3.

Page 571 of 1047 ends

November 10th, 2025
L-8

SPRING STREET

ST JAMES DRIVE
OPEN SPACE LEGEND:

Common Open Space: 18,548 SFPrivate Open Space: 5,595 SFRiparian Corridor - undisturbed, not for recreation or development: 4,482 SF Total Project Area: 105,135 SFTotal Common Open Space Coverage: 23,030 SF (21.9%)Common Open Space per Unit: 561 SF (23,030 SF/ 41 Units)NOTE: Common Open Space does not include any hardscape areas, private patios, or any planters less than 3 feet in width Denotes units with no private ground floor open space (All other units have a minimum of 60 SF private ground floor open space).

D
0 15’ 30’ 60’
Scale: 1”= 30’-0”

OPEN SPACE CALCULATIONS
Agenda Item #11.3.

Page 572 of 1047 ends

STREET A

STREET B STREET C
BLDG 1
(8 UNITS)
BLDG 2
(9 UNITS)
BLDG 3
(5 UNITS)
BLDG 4
(4 UNITS)
BLDG 5
(7 UNITS)
BLDG 6
(8 UNITS)

EX CREEK

SHEET INDEX

1. C1.0 TITLE SHEET & TYPICAL STREET SECTION

2. C1.1 SITE LAYOUT

3. C1.2 EXISTING CONDITIONS

4. C1.3 EXISTING VEGETATION MAP
5-6. C1.4-C1.5 TREE INVENTORY

7. C1.6 PROPOSED DEED RESTRICTED - INCLUSIONARY UNIT

8. C1.7 SITE COVERAGE MAP

9. C2.0 DEMOLITION PLAN
10-12.C3.0-C3.2 PRELIMINARY GRADING & DRAINAGE PLAN
13-15.C4.0-C4.2 PRELIMINARY UTILITY PLAN

16. C5.0 STORM WATER CONTROL PLAN

17. C6.0 EROSION & SEDIMENT CONTROL PLAN

18. C7.0 VESTING TENTATIVE MAP

OVERALL SITE PLAN

ABBREVIATIONS
LEGEND

ENGINEER

APPLICANT

SITE INFORMATION
8" W W

SURVEYOR

SPRING GROVE - VESTING TENTATIVE MAP PACKAGE
1447, 1505, & 1515 SPRING STREET
St Helena, California
APN 009-590-003, -005, -010
SCALE : 1" = 30'
C1.0
ARCHITECT LANDSCAPE TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater SPRING STREET ST. JAMES DRIVE
STREET A - TYPICAL SECTION A1
PA
PA
STREET A - TYPICAL SECTION A2
PA
PA

STREET B & C - TYPICAL SECTION B
BLDG
BLDG
PA

PA TITLE SHEET & TYPICAL STREET SECTION

GEOTECHNICAL
TOTAL NO. OF LOTS: 3
SITE AREA: 2.4 ACRES
PRESENT ZONING: HR
PROPOSED ZONING: HR
HIGH FIRE SEVERITY ZONE: NO
HATCHING LEGEND: Agenda Item #11.3.

Page 573 of 1047 ends

SPRING STREET STREET A STREET C
UNIT 1
UNIT 1
UNIT 1
UNIT 1
UNIT 3 UNIT 3 UNIT 4 UNIT 4 UNIT 3 UNIT 3 UNIT 4 UNIT 4 UNIT 4 UNIT 4 UNIT 4 UNIT 4
UNIT 4 UNIT 4
UNIT 4
UNIT 4
UNIT 4 UNIT 2
UNIT 3
UNIT 4 UNIT 2
UNIT 3 UNIT 3 UNIT 3 UNIT 3 UNIT 3 UNIT 2
UNIT 4 UNIT 2
UNIT 3
UNIT 3
UNIT 4
UNIT 3
UNIT 4
UNIT 3
UNIT 2
UNIT 3
S
S
S
S
D

SL SL SL SL SL

SL SL SL SL SL
D

ADA ADA ADA ADA ADA
STREET B ST. JAMES DRIVE
BLDG 6 BLDG 1
BLDG 3 BLDG 2
BLDG 4
BLDG 5 SITE LAYOUT
C1.1 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater

SITE LAYOUT LEGEND
HATCHING LEGEND:
1 KEY NOTES:
1 1
1 2
2 2
2 CMU RETAINING WALL 1
-1
-1
SITE COVERAGE:

Agenda Item #11.3.

Page 574 of 1047 ends

SPRING STREET
ST. JAMES DRIVE EX CREEK
WALLIS
COURT
HASTY
COURT

EXISTING CONDITIONS EXISTING CONDITIONS
C1.2 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater SITE COVERAGE:

Agenda Item #11.3.

Page 575 of 1047 ends

SPRING STREET
ST. JAMES DRIVE EX CREEK

EXISTING VEGETATION MAP EXISTING VEGETATION MAP
C1.3 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater Agenda Item #11.3.

Page 576 of 1047 ends

TREE INVENTORY
C1.4 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater Agenda Item #11.3.

Page 577 of 1047 ends

TREE INVENTORY
C1.5 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater Agenda Item #11.3.

Page 578 of 1047 ends

SPRING STREET
BLDG 6 BLDG 1
BLDG 3 BLDG 2
BLDG 4
BLDG 5 STREET A STREET C
UNIT 1
UNIT 1
UNIT 1
UNIT 1 UNIT 3 UNIT 3 UNIT 4 UNIT 4 UNIT 3 UNIT 3 UNIT 4 UNIT 4 UNIT 4 UNIT 4 UNIT 4 UNIT 4
UNIT 4 UNIT 4
UNIT 4
UNIT 4
UNIT 4 UNIT 2
UNIT 3
UNIT 4 UNIT 2
UNIT 3 UNIT 3 UNIT 3 UNIT 3 UNIT 3 UNIT 2
UNIT 4 UNIT 2
UNIT 3
UNIT 3
UNIT 4
UNIT 3
UNIT 4
UNIT 3
UNIT 2
UNIT 3
S
S
S
S
D

SL SL SL SL SL

SL SL SL SL SL
D

ADA ADA ADA ADA ADA
STREET B ST. JAMES DRIVE PROPOSED DEED RESTRICTED - INCLUSIONARY UNITY C1.6 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater OVERALL SITE PLAN HATCHING LEGEND: KEY NOTES:
1 1
1 1
1 1
1 1
1 Agenda Item #11.3.

Page 579 of 1047 ends

SPRING STREET STREET A STREET C
S
S
S
S
D

SL SL SL SL SL

SL SL SL SL SL
D

ADA ADA ADA ADA ADA
STREET B ST. JAMES DRIVE
UNIT 1
UNIT 1
UNIT 1
UNIT 1
UNIT 3 UNIT 3 UNIT 4 UNIT 4 UNIT 3 UNIT 3 UNIT 4 UNIT 4 UNIT 4 UNIT 4 UNIT 4 UNIT 4
UNIT 4 UNIT 4
UNIT 4
UNIT 4
UNIT 4 UNIT 2
UNIT 3
UNIT 4 UNIT 2
UNIT 3 UNIT 3 UNIT 3 UNIT 3 UNIT 3 UNIT 2
UNIT 4 UNIT 2
UNIT 3
UNIT 3
UNIT 4
UNIT 3
UNIT 4
UNIT 3
UNIT 2
UNIT 3
BLDG 6 BLDG 1
BLDG 3 BLDG 2
BLDG 4
BLDG 5 SITE COVERAGE MAP
C1.7 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater

SITE COVERAGE MAP
HATCHING LEGEND:

HATCHING LEGEND SITE COVERAGE: : Agenda Item #11.3.

Page 580 of 1047 ends

SPRING STREET
ST. JAMES DRIVE
1 1
1 1
1 1
1 1
2 4
4 1
1 1
1 1
1 1
4 1
5 1
2 2
2 2
2 2
1 3
3 3
7 7
8 7
8 8
1 1
1 EX CREEK
8 8
8 8
8 8
8 8
8 DEMOLITION PLAN
C2.0 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater

DEMOLITION TABLE
1 2
4 5
7 SYMBOL DEMOLITION FEATURE
3 UNITS QUANTITY
*
*
8 DEMOLITION PLAN
1 KEY NOTES:
2 TREE PROTECTION FENCING
TREE PROTECTION NOTES:

NOTES:

Agenda Item #11.3.

Page 581 of 1047 ends

BLDG 1 251.75 SLAB 250.92 PAD BLDG 2 250.85 SLAB 250.02 PAD BLDG 3 250.85 SLAB 250.02 PAD BLDG 4 250.85 SLAB 250.02 PAD BLDG 5 250.60 SLAB 249.93 PAD BLDG 18 250.15 SLAB 249.48 PAD BLDG 19 250.15 SLAB 249.48 PAD BLDG 20 250.45 SLAB 249.78 PAD BLDG 21 250.45 SLAB 249.78 PAD SS
S

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JTSVCJT JT JT JT JT JT JT JT JT JT JT EUG EUG EUG EUG EUG EUG EUG EUG

EUG EUG EUG

D SL SL SL SL SL SL SL SL SL
SL
SL
SL
SL

SL SL SL SL SL SL SL SL
EUG

EUG TUG

JT JT JT
JT

JT JT JT JT
EUG
EUG

STREET A ADA ADA ADA PRELIMINARY GRADING & DRAINAGE PLAN C3.0 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater PRELIMINARY GRADING & DRAINAGE PLAN SPRING STREET MATCHLINE - SEE SHEET C3.1 FOR CONTINUATION 1 2
3 HATCHING LEGEND:

KEY NOTES:
1 2
3 4
4 Agenda Item #11.3.

Page 582 of 1047 ends

BLDG 1
251.75 SLAB
250.92 PAD
BLDG 2
250.85 SLAB
250.02 PAD
BLDG 3
250.85 SLAB
250.02 PAD
BLDG 4
250.85 SLAB
250.02 PAD
BLDG 5
250.60 SLAB
249.93 PAD
BLDG 6
250.30 SLAB
249.47 PAD
BLDG 7
249.85 SLAB
249.02 PAD
BLDG 8
249.85 SLAB
249.02 PAD
BLDG 9
249.25 SLAB
248.42 PAD
BLDG 10
249.25 SLAB
248.42 PAD
BLDG 11
249.65 SLAB
248.98 PAD
BLDG 12
250.20 SLAB
249.53 PAD
BLDG 13
250.20 SLAB
249.53 PAD
BLDG 14
250.20 SLAB
249.53 PAD
BLDG 15
250.20 SLAB
249.53 PAD
BLDG 16
249.95 SLAB
249.12 PAD
BLDG 17
249.95 SLAB
249.12 PAD
BLDG 26
249.50 SLAB
248.83 PAD
BLDG 27
249.50 SLAB
248.83 PAD
BLDG 28
249.80 SLAB
248.97 PAD
BLDG 29
249.80 SLAB
248.97 PAD
BLDG 18
250.15 SLAB
249.48 PAD BLDG 19
250.15 SLAB
249.48 PAD
BLDG 20
250.45 SLAB
249.78 PAD
BLDG 21
250.45 SLAB
249.78 PAD
S
S

EUG JT JT JT

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT SVCJT JT JT JT JT JT JT JT JT JT JT JT EUG EUG
EUG

TUG TUG TUG SVC SVC
TUG
JT
JT JT

JT JT JT JT JT
EUG
EUG
EUG

STREET B

ADA ADA ADA
ADA
5 5
5 PRELIMINARY GRADING & DRAINAGE PLAN
C3.1 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater

PRELIMINARY GRADING & DRAINAGE PLAN
MATCHLINE - SEE SHEET C3.0
FOR CONTINUATION MATCHLINE - SEE SHEET C3.2 FOR CONTINUATION STREET A 1 2
3 KEY NOTES:
1 2
3 4
4 HATCHING LEGEND:
5 C1.1
1 Agenda Item #11.3.

Page 583 of 1047 ends

BLDG 22
250.65 SLAB
249.98 PAD
BLDG 23
250.75 SLAB
250.08 PAD
BLDG 24
251.80 SLAB
251.13 PAD BLDG 25
251.00 SLAB
250.33 PAD
BLDG 31
250.20 SLAB
249.53 PAD
BLDG 32
250.20 SLAB
249.53 PAD
BLDG 33
250.20 SLAB
249.53 PAD
BLDG 34
250.20 SLAB
249.53 PAD
BLDG 30
249.95 SLAB
249.28 PAD
BLDG 35
250.65 SLAB
249.98 PAD
BLDG 36
250.75 SLAB
250.08 PAD
BLDG 37
251.00 SLAB
250.33 PAD
BLDG 38
251.40 SLAB
250.73 PAD
BLDG 39
251.80 SLAB
251.13 PAD
BLDG 40
252.10 SLAB
251.43 PAD
BLDG 41
252.30 SLAB
251.63 PAD

SVC SVC SVC JT JT JT JT JT JT JT JT JT JT JT JT JT

JT JT JT JT JT JT JT EUG EUG EUG EUG EUG EUG EUG EUG EUG EUG EUG EUG EUG
EUG
TUG
SVC
EUG

EUG EUG SVC SVC

D SVC EUG EUG

STREET C STREET B ADA
4 5
5 PRELIMINARY GRADING & DRAINAGE PLAN
C3.2 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater

PRELIMINARY GRADING & DRAINAGE PLAN
MATCHLINE - SEE SHEET C3.1

FOR CONTINUATION
1 2
3 4
4 HATCHING LEGEND:
4 KEY NOTES:
1 2
3 4
5 C1.1
1 2
1 Agenda Item #11.3.

Page 584 of 1047 ends

SPRING STREET

STREET A
SS
S

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JTSVCJT JT JT JT JT JT JT JT JT JT JT EUG EUG EUG EUG EUG EUG EUG EUG

EUG EUG EUG

D SL SL SL SL SL SL SL SL SL
SL
SL
SL
SL

SL SL SL SL SL SL SL SL
EUG

EUG TUG

JT JT JT
JT

JT JT JT JT
EUG
EUG BLDG 1 251.75 SLAB 250.92 PAD BLDG 2 250.85 SLAB 250.02 PAD BLDG 3 250.85 SLAB 250.02 PAD BLDG 4 250.85 SLAB 250.02 PAD BLDG 5 250.60 SLAB 249.93 PAD BLDG 18 250.15 SLAB 249.48 PAD BLDG 19 250.15 SLAB 249.48 PAD BLDG 20 250.45 SLAB 249.78 PAD BLDG 21 250.45 SLAB 249.78 PAD ADA ADA ADA PRELIMINARY UTILITY PLAN C4.0 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater PRELIMINARY UTILITY PLAN MATCHLINE - SEE SHEET C4.1 FOR CONTINUATION

UTILITY NOTES
HATCHING LEGEND:

NOTES:

1. THIS DEVELOPMENT SHALL BE SERVICED WITH A

DOMESTIC MASTER METER AND SUBMETERS AT

ALL UNITS

2. SEE DEMOLITION PLAN FOR OVERHEAD UTILITY

WIRE LOCATION AND REMOVAL

SEE STORMDRAIN INSET

FOR CONTINUATION

STORMDRAIN INSET

STORM DRAIN SCHEDULE
Agenda Item #11.3.

Page 585 of 1047 ends

STREET B
S
S

EUG JT JT JT

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT SVCJT JT JT JT JT JT JT JT JT JT JT JT EUG
EUG

TUG TUG TUG SVC SVC
TUG

JT JT JT JT JT
EUG
EUG
EUG
BLDG 1
251.75 SLAB
250.92 PAD
BLDG 2
250.85 SLAB
250.02 PAD
BLDG 3
250.85 SLAB
250.02 PAD
BLDG 4
250.85 SLAB
250.02 PAD
BLDG 5
250.60 SLAB
249.93 PAD
BLDG 6
250.30 SLAB
249.47 PAD
BLDG 7
249.85 SLAB
249.02 PAD
BLDG 8
249.85 SLAB
249.02 PAD
BLDG 9
249.25 SLAB
248.42 PAD
BLDG 10
249.25 SLAB
248.42 PAD
BLDG 11
249.65 SLAB
248.98 PAD
BLDG 12
250.20 SLAB
249.53 PAD
BLDG 13
250.20 SLAB
249.53 PAD
BLDG 14
250.20 SLAB
249.53 PAD
BLDG 15
250.20 SLAB
249.53 PAD
BLDG 16
249.95 SLAB
249.12 PAD
BLDG 17
249.95 SLAB
249.12 PAD
BLDG 26
249.50 SLAB
248.83 PAD
BLDG 27
249.50 SLAB
248.83 PAD
BLDG 28
249.80 SLAB
248.97 PAD
BLDG 29
249.80 SLAB
248.97 PAD
BLDG 18
250.15 SLAB
249.48 PAD BLDG 19
250.15 SLAB
249.48 PAD
BLDG 20
250.45 SLAB
249.78 PAD
BLDG 21
250.45 SLAB
249.78 PAD

ADA ADA ADA
ADA
5 5 PRELIMINARY UTILITY PLAN
C4.1 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater

PRELIMINARY UTILITY PLAN
MATCHLINE - SEE SHEET C4.0 FOR CONTINUATION MATCHLINE - SEE SHEET C4.2 FOR CONTINUATION STREET A HATCHING LEGEND:

STORM DRAIN SCHEDULE UTILITY NOTES
Agenda Item #11.3.

Page 586 of 1047 ends

STREET C STREET B

SVC SVC SVC JT JT JT JT JT JT JT JT JT JT JT JT JT JT

JT JT JT JT JT JT JT EUG EUG EUG EUG EUG EUG EUG EUG EUG EUG EUG EUG EUG
EUG
TUG
SVC
EUG

EUG EUG SVC SVC
D SVC EUG EUG BLDG 29 BLDG 21 249.80 SLAB 248.97 PAD 250.45 SLAB 249.78 PAD BLDG 22
250.65 SLAB
249.98 PAD
BLDG 23
250.75 SLAB
250.08 PAD
BLDG 24
251.80 SLAB
251.13 PAD BLDG 25
251.00 SLAB
250.33 PAD
BLDG 31
250.20 SLAB
249.53 PAD
BLDG 32
250.20 SLAB
249.53 PAD
BLDG 33
250.20 SLAB
249.53 PAD
BLDG 34
250.20 SLAB
249.53 PAD
BLDG 30
249.95 SLAB
249.28 PAD
BLDG 35
250.65 SLAB
249.98 PAD
BLDG 36
250.75 SLAB
250.08 PAD
BLDG 37
251.00 SLAB
250.33 PAD
BLDG 38
251.40 SLAB
250.73 PAD
BLDG 39
251.80 SLAB
251.13 PAD
BLDG 40
252.10 SLAB
251.43 PAD
BLDG 41
252.30 SLAB
251.63 PAD ADA

ADA PRELIMINARY UTILITY PLAN
C4.2 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater

PRELIMINARY UTILITY PLAN
MATCHLINE - SEE SHEET C4.1

FOR CONTINUATION
HATCHING LEGEND:

UTILITY NOTES

STORM DRAIN SCHEDULE
Agenda Item #11.3.

Page 587 of 1047 ends

SPRING STREET STREET "A"
STREET "B" STREET "C"
BLDG 1
(8 UNITS)
BLDG 2
(9 UNITS)
BLDG 3
(5 UNITS)
BLDG 4
(5 UNITS)
BLDG 5
(7 UNITS)
BLDG 6
(8 UNITS)
S
S
S
S

EUG EUG JT

JT JT JT JT JT JT JT JT JT JT SVCJT JT JT JT JT JT JT JT

EUG EUG EUG

D JT JT EUG EUG EUG EUG

SL SL SL

SL SL SL
D JT
DMA-1
1 1
DMA-1
DMA-1
1 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater DMA-1
DMA-2
2 DMA-2
2 HATCHING LEGEND ST. JAMES DRIVE

DRAINAGE AREA LEGEND

DRAINAGE ROUTING STORM WATER CONTROL PLAN
C5.0
DMA-1
DMA-2

DRAINAGE AREA TABLE
Agenda Item #11.3.

Page 588 of 1047 ends

SL SL SL SL SL

SL SL SL SL SL
D

ADA ADA ADA ADA ADA

STREET B
-1
-2
-2
-2
-2
-4
-3 EX CREEK EROSION & SEDIMENT CONTROL PLAN
C6.0 TENTATIVE MAP SPRING GROVE adobe associates, inc. 1220 N. Dutton Ave., Santa Rosa, CA 95401 P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater

EROSION & SEDIMENT

CONTROL PLAN
NOTES:

A A'

TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE / EXIT 1
PLAN

SECTION A-A
INLET SEDIMENT BARRIER 2
A
A

SECTION A-A
PLAN
STRAW WATTLE CHECK DAM 4
PLAN

VIEW LOOKING UPSTREAM

PROFILE VIEW
STRAW WATTLE 3 Agenda Item #11.3.

Page 589 of 1047 ends

adobe associates, inc.
1220 N. Dutton Ave., Santa Rosa, CA 95401
P. (707) 541-2300 F. (707) 541-2301 Website: www.adobeinc.com "A Service You Can Count On!" civil engineering I land surveying I wastewater HATCHING LEGEND: Agenda Item #11.3.

Page 590 of 1047 ends

SHEETS
SHEET
OF
ESL
SL

NOT FOR CONSTRUCTION

PRELIMINARY

NOT TO SCALE
JOB NO.:

SCALE: DRAWN:

DATE:

CHECKED:

INTENT TO CONSTRUCT
NO. DATE
ND
SEPTEMBER 2024
224134
Justin

REVISIONS BY
DATE LAST WORKED ON: 11/7/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
·Planning
·Design
·Estimating
·Joint Trench
·Street Lighting
·Fiber Optic
·T-24
·PG&E Gas Design
·PG&E Elec Design
·M.E.P. Design
·Cost Analysis
·Due Diligence
I
X
I
U
GROU N
NDE R
AL

D SE RV I CE
E
R
EF B
CAL L
D
O
U
RE YO
T
I G
’
’
’ Agenda Item #11.3.

Page 591 of 1047 ends

SHEETS
SHEET
OF

NOT FOR CONSTRUCTION

PRELIMINARY

NOT TO SCALE
JOB NO.:

SCALE: DRAWN:

DATE:

CHECKED:

INTENT TO CONSTRUCT
NO. DATE
ND
SEPTEMBER 2024
224134
Justin

D SE RV I CE
E
R
EF B
CAL L
D
O
U
RE YO
T
I G
Agenda Item #11.3.

Page 592 of 1047 ends

SHEETS
SHEET
OF

NOT FOR CONSTRUCTION

PRELIMINARY

NOT TO SCALE
JOB NO.:

SCALE: DRAWN:

DATE:

CHECKED:

INTENT TO CONSTRUCT
NO. DATE
ND
SEPTEMBER 2024
224134
Justin

D SE RV I CE
E
R
EF B
CAL L
D
O
U
RE YO
T
I G

PANEL - METERED SERVICE PEDESTAL
Agenda Item #11.3.

Page 593 of 1047 ends

WT WT WT WT WT WT WT WT WT WT WT WT WT

WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT

SS SS SS SS SS SS SS SS SS SS SS SS SS
WT WT

WT WT WT WT WT WTWT

WT SSSSSSSSSSSS
SS SS
SS
SS
SS
SS
SS
SS

SS SSSSSSSSSSSSSS

WT WT WT WT WT WT WT WT WT WT WT WTWT SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS

SS SS SS

SS SS SS SS SS SS SS SS SS SS SS

S WT WT WT WT WT WT WT WT SS SS SS SS SS SS SS SS
SD
SD
SD
SD
SD
SD
SD
SD
S
S
S
WT WT
WT WT

WT WT WT WT WT WT WT
WT

EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS

EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT EX WT SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
EUOH
EUOH
EUOH
EUOH
EUOH
EUOH

EUOH EUOH EUOH EUOH EUOH EUOH
EUOH
EUOH
EUOH
EEOH
EEOH
EEOH
EEOH

EEOH ECOH ECOH ECOH ETOH ETOH
EEOH
EEOH
EEOH
EEOH

EX JT

EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT EX JT

EX JT

EX GAS

EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS UOH UOH UOH UOH UOH
UOH

UOH UOH

EUG EUG

JT JT JT JT JT JT JT JT JT JT JT JT JT JT

JT JT JT JT JT JT JT JT JT JT JT JT
I EUG

EUG EUG EUG

JT TUG EUG EUG EUG EUG EUG JT JT
EUG
EUG
JT
EUG

SL SL SL SL SL SL SL SL SL
SL
1 2 2 2 2 2 2 2
SHEETS
SHEET
OF

NOT FOR CONSTRUCTION

PRELIMINARY
JOB NO.:

SCALE: DRAWN:

DATE:

CHECKED:

INTENT TO CONSTRUCT
NO. DATE
ND
SEPTEMBER 2024
224134
Justin

REVISIONS BY
1" = 20'
DATE LAST WORKED ON: 11/7/2025
813 First Street
Brentwood, CA 94513
(925) 240-2595
(925) 240-7013 fax
www.tarrar.com
·Planning
·Design
·Estimating
·Joint Trench
·Street Lighting
·Fiber Optic
·T-24
·PG&E Gas Design
·PG&E Elec Design
·M.E.P. Design
·Cost Analysis
·Due Diligence
SECTION W1
U
GROU N
NDE R
AL

D SE RV I CE
E
R
EF B
CAL L
D
O
U
RE YO
T
I G
(PRIVATE) #1
1 2 Agenda Item #11.3.

Page 594 of 1047 ends

1 C
T1
T8
T8
C
C
4'x6'6"
4'x6'6"
W
W

BIO-SWALE

ENTRANCE
26' DRIVEWAY 28' DRIVEWAY ENTRANCE

ENTRANCE
28' DRIVEWAY
P.U.E.

13.4'
BUILDING 1 - 8 UNIT
BUILDING 3 - 5 UNIT BUILDING 2 - 9 UNIT
BUILDING 6 - 8 UNIT BUILDING 4 - 4 UNIT BUILDING 5 - 7 UNIT EX. F/C F/C EX. F/C
EX. F/C

F/C F/C F/C F/C F/C F/C F/C F/C F/C

ENTRANCE
28' DRIVEWAY
15' P.U.E.

P/L
P/L
15' P.U.E.

PROPERTY BOUNDARY

PROPERTY BOUNDARY PROPERTY BOUNDARY

PROPERTY BOUNDARY

P/L P/L
P/L
EX. R/W
EX. R/W
P/L
EX. R/W EX. R/W

RETAINING WALL

RETAINING WALL
F/C
F/C
DETAIL
SEE
SL2
2 LIGHT, WALL MOUNTED ALONG GARAGE FACADE, BY OTHERS (TYP.)

PROPOSED EXTERIOR
DETAIL
SEE
SL3
2 POST TOP (SHIELDED)

STREET LIGHT,

PROPOSED PRIVATE
PROPOSED STREET LIGHTING PULL BOX STATE TYPE #3 1/2, 10"x17"x12" SL1
1 SEE
DETAIL SL3
2 PROPOSED PRIVATE

STREET LIGHT,

POST TOP (SHIELDED)
SL1
1 SL2
1 SEE
DETAIL SL3
2 PROPOSED PRIVATE

STREET LIGHT,

POST TOP (SHIELDED)
SL1
1 SL2
1 SL2
1 DETAIL
SEE
SL2
3 LIGHT, WALL MOUNTED ALONG SIDE FACADE UNLESS NOTED OTHERWISE, BY OTHERS (TYP.)

PROPOSED EXTERIOR
DETAIL
SEE
SL2
2 LIGHT, WALL MOUNTED ALONG GARAGE FACADE, BY OTHERS

PROPOSED EXTERIOR

PROPOSED STREET B PROPOSED STREET C PROPOSED STREET A
(EX. RESIDENTIAL)
1531 SPRING STREET
APN: 009-590-007
(EX. RESIDENTIAL)
1551 SPRING STREET
APN: 009-590-009
(EX. RESIDENTIAL)
1437 SPRING STREET
APN: 009-590-001
(EX. RESIDENTIAL)
1433 SPRING STREET
APN: 009-590-002
(EX. RESIDENTIAL)
1523 SPRING STREET
APN: 009-590-006
(EX. RESIDENTIAL)
1451 SPRING STREET
APN: 009-590-004
1 2
34 35
3 5 6 8
36 38 39 41
17 15 13 11
22 20 18 28 24 29
4 7
16 14 12 21 19
37 40 23 25 26 27 30 31 32 33
10 9 ST JAMES DRIVE (EX. PUBLIC STREET)
(EX. PUBLIC STREET)

SPRING STREET
BB
BB
BB
DD
BB
DD
AA AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
BB
AA
AA
AA
AA
BB
BB BB
AA
DD
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
BB
EE EE
EE
EE
EE
EE
EE
EE
EE
EEEE
EE
EE
EE
EE
EE
EE EE
EE

4.17 1.63 0.00 0.01 4.36 0.80 0.28 0.641.41 2.04 0.14 0.32 1.17 2.34

0.34 3.54

1.94 0.16

0.57 4.21

1.29 0.12

1.03 3.71

0.77 0.16

1.71 3.48

0.38 0.26

2.64 2.38

0.41 0.01

0.02 0.03 0.11 0.40 1.30 1.89

1.20 0.69

0.18 0.10 0.13 0.170.29 0.70 2.02 1.88 0.61 0.15 0.08 0.16 0.29

3.12 2.18

0.20 0.521.26 6.64 0.75

0.13 1.90

4.29 0.46

0.24 2.59

2.67 0.25

0.484.63

1.86 0.16

0.75 7.02

1.31 0.10

1.11 7.35

0.85 0.10

1.58 5.42

0.56 0.15

2.26 3.73

0.37 0.25

2.76 2.54

0.23 0.434.40

2.04 0.13

0.68 6.85

2.48 1.18

0.08 0.27

1.04 2.31

1.42 0.40

5.71 0.24

0.90 2.25

1.61 0.47

0.12 0.10

0.10 1.57

5.08 0.56

0.13 2.12

4.10 0.43

1.21 0.10

1.27 6.35

0.74 2.04

1.36 6.54

0.72 0.12

1.69 4.71

0.52 0.41

0.19 2.14 2.55

2.51 0.20 0.24

0.58 5.47

5.51 0.54

0.13 1.72

4.70 0.89

0.16 0.92

2.09 0.71

3.98 1.14

0.83 0.07

0.10 0.18

0.20 0.16

0.19 0.27

0.40 0.63

1.05 1.62

2.17 1.77

1.96 1.32

0.85 0.56

0.37 0.13

1.66 3.86

0.42 0.01

0.00 0.08

0.28 0.03 0.90 4.96 1.04 0.10 1.35

4.82 0.64 0.00 0.000.00 0.01

0.22 0.37

1.16 2.04

1.05 0.30

0.08 0.36

0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.08 0.06 0.02 0.01 0.00 0.01 0.01

0.04 0.11

0.04 0.010.01

0.00 0.01

0.02 0.05

0.09 0.03

0.01 0.00

0.000.00

0.00 0.00

0.00 0.30

0.54 0.61

0.57 0.51

0.510.48

0.47 0.44

0.670.82

1.02 1.11

1.221.32

1.330.50

0.19 0.14

0.080.05

0.03 0.03

0.04 0.08

1.373.794.74

0.41 0.13

0.00 0.11 0.12 0.14 0.18 0.22 0.22 0.01 0.01 0.00 0.00 0.00 0.01 0.01 0.06 0.24 0.19 0.04 0.01 0.01 0.01 0.02

0.09 0.33

0.10 0.020.01

0.01 0.01

0.03 0.15

0.29 0.07

0.02 0.01

0.000.00

0.00 0.00

0.00 0.25

0.43 0.48

0.48 0.44

0.440.41

0.40 0.39

0.680.85

0.94 1.03

1.121.06

1.000.43

0.28 0.21

0.080.04

0.03 0.03

0.04 0.12

0.83 1.54

1.060.08

0.04 0.030.04

0.14 0.14

0.04 0.00 0.31 0.19 0.63 0.70 0.65 0.49 0.33 0.22 0.16 0.15 0.18 0.25 0.36 0.48 0.52 0.01 0.01 0.00 0.00 0.01 0.01 0.08 0.24 0.88 0.68 0.25 0.08 0.02 0.03 0.13

0.33 1.420.40

0.160.04

0.01 0.05

0.19 0.53

1.110.35

0.13 0.02

0.010.00

0.00 0.00

0.00 0.20

0.34 0.39

0.41 0.39

0.370.35

0.35 0.34

0.730.86

1.01 1.15

0.73 0.84

0.78 0.44

0.89 0.54

0.11 0.050.03

0.03 0.08

0.26 1.300.69

0.29 0.03

0.02 0.030.08

0.53 0.53

0.07 0.00 0.11 0.20 0.35 0.60 0.91 1.12 1.06 0.80 0.50 0.29 1.52 1.96 1.79 1.12 0.59 0.33 0.22 0.21 0.27 0.46 0.80 1.26 1.43 0.01 0.00 0.00 0.01 0.01 0.10 0.54 1.94 5.60 4.60 1.60 0.46 0.10 0.22 0.90

3.12 7.68

3.07 1.03

0.25 0.08

0.34 1.293.58

7.25 2.46

0.71 0.15

0.020.00

0.00 0.00

0.00 0.16

0.28 0.32

0.34 0.34

0.310.30

0.29 0.29

0.78 1.07

1.51 1.84

0.61 0.74

1.102.32

5.60 5.69

1.470.410.11

0.26 1.00

4.05 6.83

3.24 0.78

0.18 0.09

0.41 1.58

6.48 6.54

1.540.39

0.08 0.12

0.53 1.56

2.58 2.40

1.03 0.29

0.09 0.17

0.66 1.922.432.18

0.790.22

0.06 0.00

0.00 0.05 0.08 0.13 0.25 0.47 0.87 1.43 1.84 1.73 1.21 0.70 0.37 0.01 4.75 4.38 2.60 1.09 0.49 0.29 0.27 0.40 0.81 1.85 3.52 0.01 0.01 0.01 0.00 0.01 0.02 0.07 0.34 1.14 2.00 1.97 0.98 0.28 0.09 0.15 0.56

1.75 2.00

1.820.610.17

0.08 0.23

0.78 1.93

1.98 1.440.42

0.10 0.030.01

0.01 0.02

0.04 0.12

0.22 0.27

0.29 0.29

0.270.26

0.24 0.25

0.93 1.63

3.06 4.22

0.52 0.60

0.89 1.632.502.39

1.120.340.12

0.24 0.84

2.24 2.49

1.930.66

0.17 0.12

0.43 1.33

2.72 2.73

1.320.43

0.10 0.12

0.562.30

5.435.13

1.27 0.33

0.07 0.17

0.76 3.20

6.89 3.83

0.990.26

0.06 0.03

0.00 0.12 0.16 0.16 0.27 0.53 1.03 1.77 2.36 2.20 11.08 3.49 6.88 0.01 0.03 0.05 0.08 0.06 0.05 0.02 0.02 0.03 0.04

0.06 0.11

0.06 0.040.02

0.02 0.03

0.04 0.06

0.08 0.05

0.03 0.02

0.010.01

0.01 0.02

0.03 0.09

0.18 0.22

0.24 0.25

0.230.22

0.21 0.21

1.12 2.52

5.26 8.99

0.00 0.00

0.11 0.020.05

0.05 0.10

0.23 0.30

0.18 0.07

0.04 0.04

0.080.16

0.40 0.40

0.16 0.08

0.03 0.02

0.03 0.11

0.870.36

0.07 0.02

0.01 0.01

0.05 0.17

1.160.23

0.070.06

0.05 0.04

0.00 0.47 0.47 0.08 4.06 9.55 0.01 0.01 0.02 0.02 0.01 0.01 0.01 0.01 0.01

0.02 0.02

0.02 0.010.01

0.01 0.01

0.01 0.02

0.02 0.02

0.01 0.01

0.010.01

0.01 0.01

0.02 0.06

0.14 0.18

0.19 0.21

0.20 0.180.17

0.17 1.16

2.96 6.51

14.45 0.00

0.000.01

0.02 0.02

0.03 0.03

0.02 0.02

0.01 0.01

0.010.02

0.03 0.02

0.02 0.01

0.01 0.01

0.02 0.05

0.210.11

0.03 0.01

0.00 0.01

0.02 0.07

0.25 0.09

0.020.09

0.08 0.07

0.00 1.91 1.40 0.14 0.02 0.01 3.02 5.49 0.00 0.00 0.00 0.00 0.01

0.01 0.01

0.00 0.00

0.01 0.01

0.010.01

0.01 0.01

0.00 0.05

0.11 0.14

0.15 0.16

0.16 0.150.14

0.15 0.982.29

4.78 7.57

0.00 0.000.00

0.00 0.01

0.01 0.01

0.01 0.000.00

0.00 0.00

0.00 0.01

0.02 0.070.04

0.01 0.01

0.00 0.00

0.00 0.03

0.08 0.03

0.01 0.160.15

0.12 0.00 5.98 2.56 0.28 1.49 2.63 0.00 0.00

0.00 0.00

0.000.01

0.01 0.13

0.120.12

0.13 0.70

1.31 2.45

3.27 0.00

0.000.00

0.000.01

0.00 0.00

0.00 0.320.29

0.23 0.00 5.62 2.39 0.24 0.62 0.92

0.11 0.100.10

0.11 0.46

0.69 1.04

1.10 0.630.55

0.40 0.00 1.47 1.14 0.10 0.30 0.37 0.08

0.080.08

0.09 0.30

0.400.35

0.41 1.20

0.99 0.67

0.03 0.41 0.33 0.04 0.01 0.00 0.16 0.18 0.06

0.060.07

0.07 0.21

0.250.17

0.18 1.95

1.54 0.96

0.01 0.09 0.09 0.02 0.01 0.00 0.10 0.02

0.01 0.050.05

0.06 0.15

0.180.09

2.39 1.86

1.11 0.02 0.20 0.16 0.03 0.01 0.00 0.07

0.01 0.040.05

0.06 0.11

0.12 2.04

1.60 0.99

0.10 0.87 0.58 0.05 0.01 0.00 0.06 0.02

0.040.04

0.05 0.09

0.04 1.29

1.06 0.71

0.30 3.20 1.76 0.06 0.02 0.01 0.05 0.02

0.030.04

0.07 0.04

0.690.60

0.44 1.41 7.68 2.02 0.10 0.05 0.03

0.04 0.04

0.03 0.36

0.330.25

0.43 3.00 1.80 0.06 0.03 0.00 0.00 0.03

0.03 0.00

0.19 0.180.15

0.20 1.04 0.60 0.03 6.54 12.43 8.58 3.88 1.45 0.58 0.36 0.38 0.67 1.69 4.21 7.84 8.32 4.50 1.93 0.74

0.40 0.33

0.47 1.00

2.72 5.51

9.06 6.41

3.33 1.260.54

0.34 0.36

0.61 1.483.85

7.408.92

4.98 2.24

0.82 0.36

0.19 5.03

11.39 11.74

5.21 2.16

0.79 0.40

0.33 0.45

0.952.60

5.42 9.32

6.93 3.53

1.320.51

0.25 0.14

0.090.07

3.76 7.16

8.85 5.04

2.32 0.88

0.43 0.33

0.43 0.872.36

5.14 9.28

7.63 3.85

1.480.55

0.26 0.23

0.170.13

0.05 0.26 0.17 0.02 0.00 0.00

0.11 0.02 0.12 0.09 0.02 0.00 0.00

0.11 0.12 0.49 0.26 0.02 0.00 0.00

0.14 0.47 1.65 0.84 0.03 0.01

0.20 1.68 4.44 1.67 0.05 0.01

0.34 2.34 4.52 1.62 0.05 0.01

0.62 0.75 1.57 0.83 0.03 0.01 0.06 0.58 0.91 1.20 1.26 1.02 0.70 0.44 0.28 0.20 0.18 0.18 0.21 0.26 0.33 0.69

1.73 3.79

5.324.78

2.81 1.160.540.34

0.33 0.49

1.04 2.504.53

5.394.08

1.950.820.44

0.34 0.43

0.81 1.933.99

5.274.49

2.45 1.02

0.50 0.35

0.39 0.69

1.663.64

5.184.75

2.85 1.190.560.36

0.34 0.51

1.052.494.49

5.28 3.98

1.890.800.42

0.32 0.37

0.64 1.493.344.92

4.79 3.05

1.29 0.59

0.35 0.31

0.43 0.83

1.953.924.93

4.12 2.13

0.91 0.46

0.34 0.39

0.69 1.623.504.89

4.60 2.72

1.14 0.22 0.53 0.21 0.02 0.01 0.04 0.04 1.30 1.86 1.97 1.52 0.94 0.55 0.33 0.23 0.21 0.23 0.27 0.34 0.38 0.90

2.64 5.87

12.189.634.29

1.620.640.37

0.36 0.58

1.44 3.87

8.59 12.636.67

3.08 1.08

0.50 0.38

0.50 1.09

3.05 6.65

12.398.35

3.87 1.490.620.41

0.45 0.90

2.52 5.66

11.789.804.39

1.680.670.38

0.37 0.59

1.463.90

8.58 12.356.51

3.02 1.06

0.48 0.34

0.41 0.81

2.20 5.18

11.02 10.36

4.72 1.90

0.72 0.39

0.34 0.50

1.153.21

6.92 11.737.57

3.56 1.27

0.55 0.37

0.45 0.90

2.51 5.60

11.299.384.39

1.70 0.04 0.13 0.08 0.02 2.39 1.80 1.05 0.55 0.28 0.26 0.25 0.28 0.31 0.31 0.05

0.08 0.19

0.57 0.31

0.28 1.84

0.05 0.25 0.14 0.02 0.32 0.30 0.44 0.55 0.59 0.08

0.36 0.34

0.13 0.60

0.53 0.39

0.26 0.99 0.49 0.03 0.70 0.13 0.26 0.46 0.74 1.02 1.11 0.13

0.66 0.62

0.57 1.140.95

0.64 1.07 2.63 1.50 0.04 0.01 0.00 1.95 0.64 1.12 1.65 1.87 0.21

1.16 1.08

1.02 1.89

1.480.93

2.33 5.77 1.71 0.05 4.80 0.74 1.36 2.09 2.41 2.02

1.84 1.69

1.69 2.38

1.82 1.09

1.43 2.48 1.32 0.04 0.00 10.33 0.69 1.24 1.89 2.15 2.65

2.362.22

2.40 2.08

1.610.99

0.39 0.95 0.39 0.02 0.01 10.62 0.15 0.29 0.53 0.89 1.26 1.40 2.51

2.302.30

2.59 1.34

1.090.72

0.09 0.23 0.11 0.01 0.01 4.90 0.11 0.20 0.35 0.54 0.70 1.77

1.75 1.83

2.05 0.72

0.62 0.44

0.03 0.11 0.07 0.01 0.01 2.06 0.08 0.13 0.21 0.30 0.37 1.05

1.11 1.19

1.29 0.37

0.33 0.25

0.11 0.43 0.22 0.02 0.01 0.77 0.05 0.08 0.12 0.16 0.19 0.00

0.00 0.00

0.000.00

0.58 0.64

0.69 0.71

0.00 0.00

0.000.00

0.00 0.18

0.17 0.14

0.48 1.48 0.71 0.03 0.00 0.41 0.03 0.05 0.07 0.09 0.10 0.10 0.01 0.01

0.01 0.01

0.00 0.01

0.010.00

0.01 0.00

0.01 0.01

0.01 0.000.01

0.01 0.01

0.01 0.07

0.31 0.35

0.38 0.38

0.070.05

0.01 0.01

0.01 0.00

0.00 0.00

0.01 0.01

0.01 0.00

0.00 0.00

0.01 0.01

0.00 0.00

0.01 0.01

0.010.00

0.00 0.01

0.01 0.01

0.01 0.10

0.09 0.08

2.14 4.01 1.58 0.04 0.35 0.04 0.06 0.06 0.08 0.04 0.03

0.02 0.01

0.01 0.01

0.02 0.03

0.04 0.03

0.020.01

0.01 0.01

0.02 0.03

0.03 0.02

0.02 0.01

0.010.02

0.03 0.06

0.06 0.06

0.18 0.20

0.21 0.22

0.070.07

0.05 0.02

0.01 0.01

0.01 0.02

0.03 0.03

0.020.01

0.01 0.01

0.02 0.03

0.03 0.03

0.02 0.01

0.010.01

0.02 0.03

0.03 0.02

0.02 0.01

0.01 0.01

0.020.03

0.03 0.02

0.01 0.01

0.01 0.02

0.03 0.03

0.03 0.020.01

0.01 0.01

0.02 0.03

0.03 0.07

0.06 0.05

2.82 4.66 1.58 0.04 0.50 0.04 0.09 0.24 0.80 1.38 1.32

0.47 0.15

0.06 0.09

0.29 0.87

1.310.84

0.270.08

0.06 0.15

0.45 1.15

1.260.57

0.16 0.07

0.090.27

0.91 1.371.040.38

0.20 0.16

0.23 0.51

1.20 1.37

0.87 0.24

0.08 0.06

0.17 0.54

1.26 1.150.450.14

0.06 0.08

0.23 0.80

1.260.91

0.32 0.10

0.050.09

0.27 0.75

1.05 0.60

0.17 0.06

0.05 0.13

0.34 0.820.84

0.35 0.12

0.05 0.07

0.22 0.77

1.250.92

0.320.10

0.05 0.09

0.28 0.76

1.050.62

0.19 0.07

0.94 1.64 0.90 0.03 0.00 0.00 1.11 0.04 0.14 0.62 1.67 4.18 3.60

1.25 0.40

0.10 0.23

0.94 2.40

3.932.42

0.920.23

0.11 0.42

1.263.50

3.77 1.550.57

0.14 0.200.84

2.12 4.23

2.79 1.050.33

0.15 0.36

1.17 2.96

4.26 2.05

0.79 0.19

0.12 0.53

1.463.69

3.54 1.35

0.46 0.11

0.18 0.78

2.02 3.95

2.82 1.020.29

0.09 0.280.97

2.66 3.51

2.06 0.75

0.18 0.11

0.45 1.323.203.26

1.44 0.50

0.12 0.18

0.75 1.963.922.89

1.03 0.30

0.10 0.28

0.98 2.69

3.52 2.05

0.76 0.18

0.26 0.58 0.21 0.02 0.01 0.00 3.14 0.00 0.01 0.02 0.07 0.31 1.18 4.24 3.98

0.80 0.21

0.04 0.12

0.53 2.68

6.472.83

0.580.13

0.05 0.23

0.914.61

5.03 1.290.34

0.07 0.090.42

1.96 4.64

3.05 0.63

0.18 0.07

0.17 0.63

3.094.76

1.91 0.43

0.10 0.06

0.28 1.12

4.88 5.01

1.06 0.28

0.05 0.09

0.43 2.08

5.04 3.58

0.71 0.17

0.04 0.170.73

4.05 5.74

2.62 0.54

0.12 0.06

0.30 1.195.965.87

1.40 0.36

0.07 0.09

0.42 2.01

5.02 3.76

0.750.18

0.05 0.17

0.744.09

5.71 2.59

0.54 0.12

0.05 0.11 0.06 0.01 0.00 0.00 6.67 0.00 0.02 0.08 0.13 0.10 0.42 0.26

0.05 0.01

0.01 0.01

0.03 0.15

0.62 0.15

0.030.01

0.01 0.01

0.05 0.31

0.41 0.07

0.02 0.01

0.010.03

0.12 0.57

0.18 0.04

0.03 0.03

0.03 0.06

0.220.53

0.11 0.03

0.01 0.01

0.02 0.07

0.39 0.33

0.05 0.010.01

0.01 0.02

0.11 0.58

0.19 0.03

0.01 0.01

0.010.04

0.21 0.64

0.12 0.03

0.01 0.01

0.02 0.06

0.390.43

0.07 0.02

0.01 0.01

0.01 0.02 0.02 0.01 0.01 0.02 0.03 0.06 0.11 0.22 0.45 0.86 1.52 2.16 2.22 11.79 0.00 0.00 0.03 0.33 0.58 0.16 0.14 0.09

0.03 0.01

0.01 0.01

0.02 0.06

0.16 0.05

0.020.01

0.00 0.01

0.03 0.10

0.12 0.03

0.01 0.01

0.010.02

0.05 0.16

0.07 0.02

0.02 0.02

0.02 0.03

0.080.15

0.05 0.02

0.01 0.01

0.01 0.03

0.12 0.10

0.030.01

0.00 0.01

0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.03 0.06 0.10 0.20 0.37 0.68 1.12 1.52 1.56 1.26 7.92 0.01 0.05 1.13 1.97 0.38 0.10 0.05

0.02 0.01

0.01 0.01

0.01 0.02

0.05 0.02

0.010.00

0.00 0.01

0.01 0.04

0.04 0.01

0.01 0.00

0.010.01

0.02 0.00 0.01 0.01 0.01 0.01 0.02 0.03 0.05 0.08 0.15 0.27 0.46 0.69 0.88 0.90 0.78 0.56 3.62 0.02 0.07 1.95 5.54 0.91 0.25 0.09

0.01 0.01 0.01 0.02 0.02 0.04 0.06 0.10 0.17 0.27 0.38 0.46 0.47 0.43 0.34 0.28 1.30 0.02 0.06 1.97 4.50

0.01 0.01 0.01 0.02 0.03 0.04 0.07 0.10 0.15 0.20 0.23 0.25 0.23 0.20 0.18 0.18 0.48 0.01 0.05 0.96 1.57

0.01 0.02 0.02 0.03 0.04 0.06 0.08 0.10 0.12 0.13 0.13 0.12 0.11 0.11 0.13 0.16 0.19 0.22 0.01 0.03 0.29 0.44

0.01 0.02 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.08 0.08 0.08 0.09 0.10 0.13 0.17 0.24 0.26 0.51 0.98 1.68 2.27 2.17 1.49 0.83 0.42 0.22 0.11 0.07 0.09 0.09

0.01 0.02 0.02 0.02 0.03 0.03 0.04 0.05 0.05 0.05 0.06 0.06 0.07 0.09 0.13 0.18 0.23 0.44 0.79 1.28 1.66 1.59 1.15 0.68 0.37 0.19 0.10 0.06 0.04 0.03

1.81.70.3 0.2

0.10.1 0.1

0.0 0.0

1.0 3.5

6.0 0.6

0.2 2.1

2.1 0.4

0.3 0.20.1

0.1 0.1

0.0 0.0

0.0 0.6

1.8 2.1

0.1 0.0

1.6 0.8

0.3 0.3

0.30.2 0.1

0.1 0.0

0.0 0.0

0.20.7 0.5

0.0 0.0

1.4 0.2

0.2 0.4

0.40.2 0.1

0.1 0.0

0.0 0.0

0.10.2 0.1

0.0 0.0

1.4 0.3

0.2 0.3

0.30.2 0.1

0.1 0.0

0.0 0.0

0.10.1 0.1

0.0 0.0

2.1 1.90.5

0.4 0.20.2

0.1 0.1

0.0 0.0

0.0 0.10.5

0.3 0.0

0.0 2.0

2.2 0.6

0.3 0.20.1

0.1 0.1

0.0 0.0

0.0 0.4

1.4 1.2

0.1 0.0

1.71.80.6 0.2

0.20.1 0.1

0.0 0.0

0.0 0.1

1.1 3.4

5.7 0.3

0.1 0.0

0.0 0.0

0.0 0.1

0.0 0.0

0.0 0.1

0.1 0.1

0.0 0.0

0.1 0.3

0.0 0.0

0.2 0.0

0.0 0.0

0.5 0.0

0.3 0.5

0.8 0.0

0.0 0.2

0.2 0.3

0.2 0.1

0.0 0.0

0.1 0.1

0.1 0.0

0.0 0.0

0.1 0.0

0.0 0.0

0.0 0.3

0.2 0.1

0.3 0.1

0.0 0.0

0.0 0.1

1.8 0.9

0.0 0.1

0.1 0.0

0.0 0.0

0.0 2.2

0.1 0.0

0.0 0.0

0.3 0.5

0.1 0.0

0.0 0.0

0.0 0.1

0.2 0.2

0.0 0.0

0.1 2.6

0.0 0.0

1.4 1.9

0.1 0.0

0.1 0.2

0.0 0.0

0.370.330.29

0.620.500.43

1.02 0.790.52

1.741.11

0.78 2.10

1.44 0.80

2.07 1.31

0.81 0.260.86

1.331.01

0.58 0.330.63

0.930.76

0.50 0.480.60

0.790.68

0.36 0.730.67

0.750.67

0.23 1.19

0.800.750.62

0.15 1.841.14

0.770.51

0.60 2.10

1.12 0.670.37

0.80 1.18

1.89 1.36

0.880.630.33

0.76 1.32

2.24 0.79

0.650.440.36

0.75 1.12

1.72 0.33

0.43 0.23

0.42 2.64 0.35 0.70 0.20

0.33 0.47 0.20 0.27 0.13

0.22 0.33 0.15 0.11 0.09

0.12 1.72 0.24 0.08 0.06

0.08 2.98 0.28 0.08 0.05

0.07 0.06

0.06 0.56 0.21 0.26 1.52 4.69 1.08 0.29 0.85 3.41 1.17 0.31

0.60 3.03

1.75 0.36

0.43 2.29

2.55 0.43

0.14 0.09

0.09 0.12

0.28 1.87

5.14 1.04

0.30 0.81

3.50 1.31

0.32 0.55

2.89 1.90

0.37 0.42

2.29 2.77

0.45 0.17

0.27 0.15 0.16 0.32 0.52 0.34 0.20 0.23 0.34 0.31 0.33

0.35 0.38

0.34 0.32

0.35 0.37

0.36 0.31

0.28 0.17

0.15 0.23

0.32 0.42

0.55 0.38

0.35 0.33

0.39 0.34

0.34 0.32

0.37 0.35

0.32 0.32

0.36 0.37

0.30 0.26

1.09 0.22 0.11 0.27 0.68 0.70 0.29 0.16 0.20 0.46 2.20

1.55 0.36

0.37 1.67

2.10 0.48

0.35 1.38

2.26 0.53

0.31 1.22

2.41 0.61

0.31 0.87

2.59 0.83

0.29 0.58

2.32 1.19

0.32 0.41

1.76 1.62

0.39 0.37

1.57 1.87

3.08 0.33 0.17

0.81 0.36 0.71

0.31 0.63 5.32

0.72 0.59 3.53

3.02 0.42 0.46

1.30 0.36 0.50

0.27 0.53 3.99

0.68 0.65 4.81

0.24 0.57 PHOTOMETRIC DATA USED AS INPUT FOR THESE CALCULATIONS IS BASED ON ESTABLISHED IESNA TESTING PROCEDURES AND PUBLISHED LAMP RATINGS. FIELD PERFORMANCE WILL DEPEND ON ACTUAL LAMP, BALLAST, ELECTRICAL, AND SITE CHARACTERISTICS.

Calculations have been performed according to IESNA standards and good practice.

Some differences between measured values and calculated results may occur due totolerances in calculation methods, testing procedures, component performance,measurement techniques and field conditions such as voltage and temperaturevariations. Input data used to generate the attached calculations such as roomdimensions, reflectances, furniture and architectural elements significantly affect thelighting calculations. If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. Associated Lighting Representatives, Inc.

PLAN LIGHTING - PHOTOMETRIC ANALYSIS - LAYOUT RECOMMENDATION PRELIMINARY - NOT FOR CONSTRUCTION ( ALL VALUES SHOWN ARE MAINTAINED HORIZONTAL FOOTCANDLES AT FINISHED GRADE, U.O.N. ) Note: Unless otherwise specified - the lamp lumen depreciation (LLD) for legacy sources used in these calculations is based on published mean lumen ratings by major lamp manufacturers; 0.80 LLD for pulse start metal halide; 0.90 LLD for high pressure sodium; 0.95 LLD for linear T8 and T5 fluorescent; 0.86 LLD for compact fluorescent and induction; 0.88 LLD for Cosmo and Elite lamps. 0.94 LDD for all LED sources. Unless otherwise noted - 0.90 luminaire dirt depreciation (LDD) is commonly applied. In cases where appropriate - ballast factor (BF) is applied. Additional user defind factors (UDF) may be applied if necessary to represent luminaire performance to a higher degree of accruracy. Total light loss factor (LLF) is the product of all multiplied loss factors.

NOT FOR QUOTING PURPOSES
8800 BAYMEADOWS WAY WEST, SUITE 500, JACKSONVILLE, FL 32256 AGi32 VERSION 22.1 AGi (C) 2024 LIGHTING ANALYSTS, INC. From REVALIZE SOFTWARE Oakland, CA 7777 Pardee Lane 94621 510-638-3800 Fresno, CA 2720 North Grove 93727 559-453-0444 Sacramento, CA 1912 Del Paso Rd. 95834 916-383-4545 Reno, NV 9070 Double Diamond Pkwy. 89521 775-849-9770 Oregon / SW Washington 800 C Street Vancouver, WA 98660 503-894-7500 SCALE SHEET DATE PROJECT DESCRIPTION DRAWING NO. / INPUT FILE REV REPORT FOR : TARRAR UTILITY CONSULTANTS SALES REPRESENTATIVE : KRISTIAN REYES ASSOCIATED LIGHTING REPRESENTATIVES, INC. APPLICATION ENGINEERING : RAMON ZAPATA ASSOCIATED LIGHTING REPRESENTATIVES, INC. CITY VENTURES CITY OF ST. HELENA 24246REY-R2.DWG / 24246REY-R2.A32 1 : 20 11.07.2025 1 OF 1 3 Luminaire Schedule - LED
Project: CITY VENTURES - ST HELENA
Symbol Qty Label Arrangement LLF Luminaire
Lumens
Luminaire
Watts
Description Filename
32 EE Single 0.900 492 6.1 GARDCO PBL-42-14L-100-NW-G2-3-UNV PBL-14L-100-NW-G2-3-UNV.ies 24 AA Single 0.900 2843 35.0873 AFX GILW0707LAJENBK_4000K @ 7.5 GILW0707LAJENBK_4000K_IES.IES 9 BB Single 0.900 1050 9.7 STONCO LPW7-10-NW-G3-2-UNV @ 13' LPW7-10-NW-G3-2-UNV.ies 3 DD Single 0.900 3984 49.44133 HADCO TVLN-16-G1-9-3WH-740 - 14' POLE TVLN-16-G1-9-3WH-740.ies Calculation Summary
Project: CITY VENTURES - ST HELENA
Description CalcType Units Avg Max Min Avg/Min Max/Min
PATHWAYS Illuminance Fc 1.41 7.35 0.00 N.A. N.A.

PRIVATE AREAS - PORCHES Illuminance Fc 0.90 14.45 0.00 N.A. N.A.

STREET A AND PARKING AREAS Illuminance Fc 0.87 2.24 0.15 5.80 14.93 STREETS B AND C Illuminance Fc 0.85 5.32 0.05 17.00 106.40 Agenda Item #11.3.

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1185 MASON STREET SAN FRANCISCO, CALIFORNIA 94123

SPRING GROVE

CONSOLIDATED WRITTEN STATEMENT

PROJECT SPRING GROVE

REQUESTED VESTING TENTATIVE SUBDIVISION MAP PERMIT

ENTITLEMENTS STATE DENSITY BONUS LAW

DESIGN REVIEW PERMIT (MINISTERIAL)

DEMOLITION PERMIT

PRE-SUBMITTAL REVIEW

ADDRESS, APN & ACREAGE
Parcel Address Zoning APN Acres SF
1 1447 Spring Street High Density Res. 009-590-003 1.50 65,340 2 1505 Spring Street Medium Density Res. 009-590-005 0.14 6,098 3 1515 Spring Street High Density Res. 009-590-010 0.89 38,768 Totals: 2.52 110,206
OWNER Edward S. & Eleonore M. Aslanian 2006 Revocable Trust Iren Aslanian Jenny & Samson Aslanian, Successor Trustees APPLICANT City Ventures (Saint Helena 1 Inv, LLC)
Kelso G. Barnett, Senior Director of Development
707.758.3805

OVERVIEW
City Ventures respectfully submits this application for a Vesting Tentative Map Permit, Demolition Permit, Pre-Submittal Review and Ministerial Design Review Permit, along with requests for minor reductions in development standards pursuant to the State Density Bonus Law (SDBL), to construct 41 for-sale townhomes at 1447, 1505, and 1515 Spring Street in St. Helena.

BACKGROUND & PROJECT
The City of St. Helena rezoned 1447 and 1515 Spring Street to high density residential in the mid-1990s.

These parcels were housing opportunity sites in both the 2015-2023 Housing Element and the current Agenda Item #11.3.

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2 2023-2031 Housing Element, which projects a capacity of 48-units. In 2023, the City of St. Helena also codified Objective Design Standards, which allows for ministerial approval of the project’s design elements.

The project site, which currently is developed with three single-family homes, is proposed for 41 for-sale solar all-electric townhome-style condominiums. 1447 and 1515 Spring, where the proposed townhomes are to be constructed, are zoned high-density residential. 1505 Spring is medium-density residential and will provide access to the development. At an overall density of 16.2 units/acre, Spring Grove will be at the low end of the allowed density range (16.1-28) in the high-density residential zone.

EXISTING CONDITIONS
The surrounding neighborhood is a quiet, residential area characterized by a mix of older single-family homes and newer, small-scale multi-family housing. Architectural styles range from early 20th-century bungalows and ranch-style homes to more contemporary remodels, contributing to a charming and varied streetscape. Sidewalks, tree-lined streets, and a generally low-speed traffic environment make the area highly walkable and family-friendly. Several public amenities are nearby, including schools, churches, and parks, contributing to a strong sense of community and everyday convenience.

Just a short walk east along Spring Street brings residents directly into downtown St. Helena, the historic and cultural heart of the city. Downtown offers a vibrant mix of boutique shops, wine tasting rooms, cafes, restaurants, and essential services. It blends the charm of a small town with the sophistication of a world-renowned wine country destination. Anchored by Main Street, this walkable district supports a pedestrian-oriented lifestyle and offers regular community events, a local farmers market, and access to public transportation. The close proximity of the subject properties to downtown makes them ideal for new housing aimed at first-time buyers and young families seeking both community connection and convenience.

Additionally, nearby amenities such as Lyman Park, St. Helena Public Library, and local schools, including St. Helena Primary and High School, enhance the area’s appeal to families. The neighborhood is also within easy reach of Highway 29, providing regional connectivity while maintaining a peaceful, small-town environment. This setting offers a unique opportunity to introduce new housing that is both context-sensitive and responsive to St. Helena’s broader housing goals.

PROJECT OBJECTIVES
o Deliver New Homeownership Opportunities for the “Missing Middle” o Promote Infill Development
o Enhance Walkability and Access to Amenities
o Incorporate Sustainable and Resilient Design Practices Agenda Item #11.3.

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3 VESTING TENTATIVE MAP
City Ventures is proposing a vesting tentative map because the proposed townhomes will be for-sale, thus per the California Subdivision Map Act, a tentative map, which allows for the ultimate recordation of the Final Map, is required. Specifically, the vesting tentative map, seen on Sheet 1, proposes a map with 42 residential condominium units, 41, and the remaining common area owned by the future HOA.

Per St. Helena Municipal Code 16.16.020.C, the following proposed design elements and improvements shall be shown on the tentative map or described on an attached written statement.

These elements are shown within the tentative map package, specifically below:

1. Streets
a. Street Plan & Sections show on Sheet C1.0
b. Note: all streets are proposed to be privately maintained.

2. Location, width and purposed of all proposed easements a. Shown on VTMAP (Sheet 1)
b. PAUE: Public Access and Utility Easement
i. Shown on the VTMAP; coterminous with the internal streets c. EVAE: Emergency Vehicle Access Easement
i. Shown on the VTMAP; coterminous with the internal streets d. PUE: Public Utility Easement
i. Two are shown on the VTMAP; these will be where the transformers are placed.

3. Lots
a. Shown on VTMAP (Sheet 1); condominium units shown on Sheet C1.1 b. There are 42 proposed lots; 41 airspace condominiums, and the remaining common lot owned by the future Homeowner’s Association.

4. Parks
a. No parks are proposed.

5. Public Use
a. No areas are proposed to be dedicated or reserved for public use beyond the easements described above proposed for public access and public utilities.

6. Common or Open Space Areas
a. Common/Open Space area shown on Sheet C1.1

7. Utilities
a. Preliminary Utility Plan shown on Sheet C4.0, C4.1 and C4.2

8. Erosion Control and Fencing
a. Proposed Erosion & Sediment Control Plan shown on Sheet C6.0

9. Drainage/Flood Control
a. Preliminary Grading & Drainage Plan shown on C3.0, C3.1 and C3.2 b. Stormwater Control Plan shown on Sheet C5.0
Per St. Helena Municipal Code 16.16.020.D.15, City Ventures will defend, indemnify and hold the City of St. Helena, its agents, officers, and employees harmless from any claim, action or proceeding to attach, set aside, void or annul an approval of city concerning the subdivision so long as the city promptly Agenda Item #11.3.

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4 notifies the subdivider of any such claim, action or proceedings and the city cooperate fully in the defense. Note also that similar language was part of the Advanced Funding Agreement signed by City Ventures on October 3, 2024.

Per SHMC 16.16.020.D.14, please see Sheet C1.6 for the location of the proposed deed restricted inclusionary units. We propose the following language to be included as part of the Final Map signature block: “this subdivision contains inclusionary units, which shall be more particularly described in, and subject to, the requirements of that certain Inclusionary Housing Agreement with the City of St. Helena consistent with the City of St. Helena Municipal Code; said agreement must be recorded prior to the issuance of building permits.”
Per SHMC 16.16.020.D.18, the proposed preliminary improvement schedule would be as follows (subject to change):

Task Date
Demolition 9/1/2026
Rough Grade 10/1/2026
Start Model Foundations 10/15/2026
Sewer 11/1/2026
Storm 11/15/2026
Water 12/1/2026
Fire Water 12/15/2026
Joint Trench 1/1/2027
Subgrade/rock 2/1/2027
Curb & Gutter 3/1/2027
Pull wire/test/PG&E 3/15/2027
Finish Rock/Pave 4/1/2027
Start Model Framing 4/1/2027
PG&E Energize 4/15/2027
Per St. Helena Municipal Code 16.16.030.C, a vesting tentative map shall be accompanied by a description of the housing type and plans for the structures, including location, size, height, architectural style, materials, elevations, landscaping, fencing and irrigation. This is included in the consolidated plan set.

Materials are specifically found on A-3.3 (and other sheets), and listed here:

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5 Entry Door Fiberglass & Glass
Railings Wood Rake
Windows Vinyl (Milgard)
Downspouts Aluminum
Lighting Metal (Black Allenbury Downward)
Wire Vine Lines Galvanized Metal
Accent Standing Seam Metal
Further discussion of the proposed project’s architectural design is below within the Design Review subsection.

DENSITY BONUS
Spring Grove is designed for first-time homebuyers and families who live and work in St. Helena. The project is designed to be consistent with the City of St. Helena’s General Plan, adopted in 2019, and the Objective Design Standards codified in October 2023. Spring Grove is a Housing Development Project within the meaning of Government Code section 65589.5(h)(2) and has been designed to comply with applicable objective General Plan and subdivision standards and criteria as described in Government Code section 65589.5(j).

Spring Grove qualifies for the benefits of the State Density Bonus Law as it provides at least 10% of the units to be deed restricted for households at moderate incomes. Specifically, Per St. Helena’s Inclusionary Housing ordinance, twenty percent (20%) of the housing units, 8.2 units, will be made available to households at moderate incomes. Four (4) units will be made available to households whose annual income does not exceed 100% of median income, and four (4) units will be made available to households whose annual income does not exceed 120% of median income. We propose to satisfy the remaining 0.2- unit through the payment of the in-lieu fee.

Density Bonus Application
Density Bonus % 20%
Total Number of Proposed Units 41
Inclusionary Units Required 8.2
Total Inclusionary Units Proposed 8
Median Income (100% AMI) 4
Moderate Income (120% AMI) 4
Fractional Unit (Paid via In-Lieu Fee) 0.2
Number of Density Bonus Units 0
Because this for-sale project provides at least 20-percent deed-restricted homes for households with moderate incomes, Spring Grove is eligible for State Density Bonus Law (Gov. Code, §§ 65915–65918) benefits, including unlimited waivers and two concessions. City Ventures is requesting four density bonus Agenda Item #11.3.

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6 waivers. City Ventures reserves the right to request additional concessions (as we currently have the right to use two) or waivers/incentives under the State Density Bonus Law at a later time.

Per state law, waivers of development standards that would physically preclude the development of a project at the density permitted are allowed. Specifically, we are requesting the following waivers from the St. Helena Objective Design Standards (SHMC 17.16.040):

Density Bonus Waiver Requests
Waiver St. Helena Municipal Code

1. Full Height Recesses 17.16.040.C.1.h

2. Rowhouse: 8-unit Max 17.16.040.C.2.b

3. Units on Common Open Space 17.16.040.C.4.c

4. Minimum Distance: Drive Aisle/Walkway 17.16.040.A.7.e

5. Private Ground Floor Open Space 17.16.030.B

6. Driveway Curb Cuts 17.16.040.A.7.g

7. Entry Design 17.16.040.C.3.b.i

8. Maximum Paved/Hardscaped Area 17.16.030.B

9. Long-Term Bicycle Parking 17.26.080.B

10. Minimum Landscape Area 17.16.030.B

11. Interior Side Yard Setback 17.16.030.B
Our project program consists of 3+ bedroom townhome-style condominiums, more specifically defined as a “rowhouse” within the St. Helena Municipal Code. These proposed units range between 1,480 and 1,810 square feet, appropriate sizes for the “missing middle” – first time homebuyers and young families – for which the project is designed. At 41-units, the project is at minimum density per the code. The site, Site 9 in the Housing Element, is a unique and irregularly shaped parcel. Weighing design standards, including setbacks, fire access roads, height, open space, parking, and missing middle home sizes can be a balancing act and puzzle, and meeting the vast majority of the objective design standards is testament to skillful design. The eight waivers discussed below are requested as they would physically preclude the development of this project at the density permitted, which is already at the minimum density. Simply put, strict enforcement of these remaining design and zoning code standards would reduce the density of the project. Reducing the density of the project would both violate state law as well as the local development code, as the project would fall beneath the minimum density.

1. SHMC 17.16.040.C.1.h: Where a new multifamily development is built adjacent to existing lowerscaled residential development, the facade opposite the existing lower-scaled residential development shall incorporate at least one full-height recess a minimum two feet in depth.

Strict compliance with the design standard requiring that "Where a new multifamily development is built adjacent to existing lower-scaled residential development, the facade opposite the existing lower-scaled residential development shall incorporate at least one full-height recess a minimum two feet in depth" would physically preclude the density permitted on the site for the following reasons:

Impact on Unit Layout and Efficiency: A full-height recess of at least two feet disrupts the continuity of unit widths. Our townhome units are typically designed with standardized width, but even a single recess Agenda Item #11.3.

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7 along a row of units requires either: widening the building footprint, or reducing the number of units in that block to accommodate the recess. The result is that a recess effectively eliminates or compresses one unit’s usable space, which must then be accommodated (enlarged) to meet market standards, thereby reducing density.

No Viable Alternative Configuration: Our site layout has already been optimized to provide the minimum number of units allowable under applicable zoning and General Plan density. Introducing required recesses would compromise the regular rectangular block format needed for the efficient stacking of units with garages below and living space above. Because townhomes are typically side-byside units, interruptions in the façade translate directly into lost units, not just architectural shifts.

As Building 5 is the only building whose side façade is adjacent to existing lower scaled development, the waiver request only applies to this building, which also has a recess of 1’6”, less than the required 2’. If a waiver was not granted, this would have the affect of pushing the building further south into the creek setback/flood zone, which would practically result in losing a unit. As a result, this would physically preclude the development of this project at the minimum density.

2. SHMC 17.16.040.C.2.b: Blocks of attached rowhouses must be a minimum of three units and a maximum of eight units.

Please note that this requirement is met for all buildings except Building 2, which has 9 units. However, strict compliance with the three-to-eight-unit block requirement prevents flexibility in unit layout that is necessary to meet ADA accessibility and site circulation standards. In particular, the required accessible path from guest parking (on the south) across the internal drive aisle to the perimeter path limits where units and driveways can be located, which forces breaks in rowhouse blocks at key circulation points. As a result, it becomes physically impossible to fit the minimum number of units while also satisfying the standard block length, circulation, and accessibility requirements.

Because strict enforcement of the 3–8-unit rowhouse rule would physically prevent the project from reaching the allowed density—due to the need to insert accessible pedestrian paths across the drive aisle—this design standard should be waived. The waiver is necessary to enable accessible circulation, preserve pedestrian connectivity, and allow the full build-out of the site to its intended density.

3. SHMC 17.16.040.C.4.c: Visibility. Common outdoor recreation spaces must be visible from the primary living spaces of a minimum of fifty percent (50%) of units and be visible to the residents of the project for which the space is provided.

Strict compliance with the design standard requiring that “common outdoor recreation spaces must be visible from the primary living spaces of a minimum of fifty percent (50%) of units and be visible to the residents of the project for which the space is provided” would physically preclude achieving the density permitted on the site due to the unique constraints of the parcel.

To meet the visibility requirement for 50% of units, the open space would need to be located in a central and unobstructed area, ideally surrounded by units on multiple sides. However, due to the irregular configuration of the parcel organizing buildings around a central open space visible to the majority of units is geometrically unfeasible. Such an arrangement would result in inefficient site layout and a loss of units.

Agenda Item #11.3.

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8 Given these unique physical limitations and the irregular shape of the site, strict adherence to this design standard would physically preclude development at the allowable density. Therefore, a waiver is justified to allow for common open space that is still functional, accessible, and appropriately integrated into the project—just not visible from 50% of unit interiors—so long as it serves the recreational needs of residents and enhances overall project livability.

4. SHMC 17.16.040.A.7.e: Minimum Distance – Driveway/Walkway. The minimum distance from the back of any drive aisle or walkway interior to a site must be ten (10) feet to the garage door and five feet to any living area or covered porch.

The St. Helena Zoning Code requires a minimum distance from the back of any drive aisle or walkway interior to a site of ten (10) feet to the garage door and five (5) feet to any living area or covered porch.

The proposed project complies with the required 5-foot setback to living areas but does not meet the 10- foot setback to garage doors for certain units accessed from the internal drive aisle.

Due to the irregular shape of the parcel and the need to efficiently organize garages along the internal driveway network, strict application of the 10-foot garage setback would necessitate larger individual townhome footprints. This would directly reduce the number of units that can be accommodated on the site. As a result, enforcing this standard would physically preclude the project from achieving the minimum permitted density under Government Code § 65915. A waiver of this development standard is therefore necessary to allow an efficient site layout that delivers the planned housing while maintaining safe and functional access.

5. SHMC 17.16.030.B: Private Ground Floor Open Space: 60 square feet of private ground floor open space per unit is required.

The St. Helena Zoning Code requires that each unit include a minimum of sixty (60) square feet of private ground floor open space. In the proposed project, 37 of the 41 townhome units meet or exceed this standard. Four smaller end units, however, do not include private patios. These units were intentionally designed and located to achieve the site’s minimum permitted density while also accommodating the parcel’s irregular shape and preserving the undisturbed riparian corridor.

Strict application of the private open space requirement to these four units would require significant redesign, eliminating them entirely or enlarging their footprints at the expense of other units or site features. Either option would reduce the total unit count and physically preclude the project from achieving the minimum density permitted under Government Code § 65915.

The proposed design provides ample shared open space and preserves valuable natural areas, ensuring all residents benefit from accessible outdoor amenities while meeting the City’s and State’s housing production goals. A waiver of this development standard is therefore necessary to maintain the project’s planned density and site-sensitive design.

6. SHMC 17.16.040.A.7.g: Driveway Curb Cuts. Where individual driveways are accessed by a private or shared drive, a maximum of one driveway curb cut is allowed for each fifty (50) feet of street frontage.

Agenda Item #11.3.

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9 The St. Helena Zoning Code limits developments in which individual driveways are accessed by a private or shared drive to a maximum of one driveway curb cut for every fifty (50) feet of street frontage. The proposed project includes more than one curb cuts within 50-foot frontage segments to provide adequate access to individual townhome garages and maintain functional circulation throughout the site.

The site’s irregular configuration, coupled with the need to preserve an undisturbed riparian corridor along a substantial portion of the frontage, significantly constrains where curb cuts can be located.

Concentrating all driveways into fewer curb cuts would require excessive internal maneuvering space, reduce the number of buildable units/footprints, and create awkward, inefficient driveway alignments.

This would directly reduce the achievable unit count and physically preclude the project from meeting the minimum permitted density under Government Code § 65915.

The proposed curb cut configuration balances vehicular access needs with preservation of sensitive natural features, avoids excessive grading or disturbance to the riparian corridor, and maintains a safe, logical circulation network. A waiver of this standard is therefore necessary to ensure both environmental protection and the delivery of much-needed housing at the density allowed by state law.

7. SHMC 17.16.040.C.3.b.i: Entry Design. Individual ground floor entrances to units within a multifamily development must be visible and directly accessible from the right of way or a shared pathway.

The St. Helena Zoning Code requires that individual ground floor entrances to units within a multifamily development be visible and directly accessible from the public right-of-way or a shared pathway. In the proposed project, the vast majority of units—39 of 41—comply with this standard. However, two of the Plan 1 units, which are smaller homes specifically designed to help achieve the project’s minimum permitted density, do not have entries directly visible from a shared pathway. These units are located at the ends of buildings opposite the shared pathway, a placement dictated by the unique shape and physical constraints of the site.

This layout allowed the inclusion of compact, efficiently designed homes that maximize the site’s housing potential while maintaining architectural variety and preserving key site features such as the riparian corridor. Enforcing strict compliance with this standard would require a substantial redesign, eliminating these units and thereby reducing the overall unit count. This reduction would physically preclude the project from achieving the minimum density permitted under Government Code § 65915.

The proposed design maintains safe and convenient access to all units, preserves high-quality architecture, and supports the City’s and State’s shared objective of delivering housing at allowed densities. A waiver of this development standard is therefore necessary to retain these smaller, attainable units while respecting the site’s constraints.

8. SHMC 17.16.030.B: Maximum Paved/Hardscaped Area: The maximum paved/hardscaped area is 30% within the required front setback.

The St. Helena Zoning Code limits paved or hardscaped surfaces within the front setback to no more than thirty percent (30%) of that area. Due to the unique configuration of the parcel, only a small portion of the site fronts Spring Street, and this limited frontage must serve as the primary vehicular access point as well Agenda Item #11.3.

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10 as accommodate multiple pedestrian pathways. These circulation elements are essential to provide safe, functional, and code-compliant access to all parts of the project.

Strict adherence to the 30% paving limitation would require narrowing the primary driveway from Spring Street, which would in turn fail to meet fire access standards. This would not only create life-safety concerns but would also render the project infeasible. In addition, reconfiguring the access to comply with the paving cap would require significant redesign that would either eliminate units or reduce buildable area, physically precluding the project from achieving the minimum permitted density under Government Code § 65915.

The proposed design balances the need for safe and efficient vehicular and pedestrian access with aesthetic considerations, incorporating landscaping wherever feasible while ensuring compliance with fire safety and accessibility requirements. A waiver of this standard is therefore necessary to maintain both site functionality and the project’s housing production goals.

9. SHMC 17.16.080.B.4: Long-term Bicycle Parking: Two feet of clearance shall be provided between bicycle parking spaces and adjacent walls, etc. Five feet of clearance shall be provided from vehicle parking spaces.

The project requests a waiver from the required two- and five-foot clearance standards for long-term bicycle parking. The proposed design provides wall-mounted bicycle racks within individual private garages, allowing each homeowner to securely store bicycles within their own unit.

Strict application of the clearance standards would make it infeasible to provide the required number of long-term bicycle parking spaces without significantly increasing the size of the garages or the overall building footprint. This, in turn, would reduce the site’s development potential below the minimum density permitted by the zoning and the Density Bonus Law, directly conflicting with the State’s intent to facilitate the production of housing.

Furthermore, the clearance requirement appears to have been written for multifamily projects with common bicycle storage rooms, where multiple racks are placed in shared spaces and pedestrian maneuvering areas are needed. In this case, each bicycle space is privately located within a garage, without shared circulation. The intent of the code—to ensure safe, accessible, and secure bicycle storage—is fully achieved through the proposed design, even without the prescribed clearances.

For these reasons, the project qualifies for a waiver under Government Code §65915(e), as the clearance requirement would physically preclude the development of the site at the permitted density and is unnecessary given the design of the long-term bicycle parking system.

10. SHMC 17.16.030.B: Minimum Landscape Area. Per the table, the minimum landscape area is 25% of the lot area, of 27,552 square feet.

Spring Grove provides a total of 19,545 square feet of open space, which is slightly less than the 27,552 square feet required under the City’s development standards. However, this modest deviation is justified under the State Density Bonus Law (Government Code § 65915(e)), which allows waivers of development standards that would physically preclude construction of a project with the granted density bonus, including affordable housing units.

Agenda Item #11.3.

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11 In this case, the open space requirement would physically constrain the site’s ability to achieve the planned mix of missing-middle homes and deed-restricted affordable units, both of which advance the City’s adopted Housing Element goals. The project’s overall design thoughtfully integrates a variety of open space types that together achieve the intent—and, functionally, the benefit—of the quantitative standard.

Specifically:
• Common Open Space: Landscaped paseos, a central gathering green, and small neighborhood pocket spaces provide communal outdoor areas that foster interaction, recreation, and a sense of community.
• Private Open Space: Every residence includes its own private yard, balcony, or patio, offering personal outdoor living areas that supplement shared amenities. • Riparian Corridor and Natural Edge: The project preserves and enhances the existing riparian corridor, establishing a natural open-space buffer and habitat zone that exceeds the qualitative value of typical on-site open space. This area contributes to the visual openness and environmental character of the development, benefiting both residents and the public realm.

Collectively, these open space components deliver a balanced, high-quality living environment consistent with the City’s open space objectives—promoting livability, connectivity, and environmental stewardship—even though the total area falls below the numerical requirement.

Strict application of the open space standard would physically preclude construction of the density bonus units and conflict with the project’s broader public benefits, including attainable ownership housing and 8 deed-restricted affordable homes. For these reasons, the waiver is both necessary and appropriate under State Density Bonus Law and fully consistent with the intent of the City’s General Plan and Housing Element policies.

11. SHMC 17.16.030.B: Interior Side Yard Setback. Per the table, the interior side yard setback in the HR zoning district is 10-feet.

The HR zoning district establishes a 10-foot interior side yard setback. Buildings 1 and 2 are fully compliant with this requirement; however, the associated utility cabinets extend approximately two feet into the setback area. These cabinets are essential service components, fixed in size, and required to be placed in accessible locations by the serving utility providers. Given the compact and highly constrained nature of the site—an infill parcel bordered by existing residential uses and shaped by the riparian corridor to the south—there is no feasible way to relocate or redesign these utility elements without materially reducing the project’s buildable area and jeopardizing the minimum density required under the Housing Element designation. As allowed and encouraged under State Density Bonus Law, a waiver of the side setback standard for these minor encroachments is necessary to physically accommodate the project at a density consistent with the City’s adopted housing obligations.

Similarly, Building 5 requires a waiver from the 10-foot interior side yard setback because the building sits approximately eight feet from the property line. This placement was the direct result of shifting the building north to fully respect and buffer the riparian corridor along the southern project edge—an environmentally beneficial design refinement made in response to both City feedback and biological resource considerations. Complying with the full 10-foot setback would require either decreasing the Agenda Item #11.3.

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12 number of homes or materially reconfiguring the site in a way that would reduce the project below the minimum density necessary to qualify under the Housing Element and Density Bonus provisions.

Because State law expressly entitles applicants to waivers of development standards that would otherwise physically preclude a qualifying project from achieving its permitted density, this requested waiver is both appropriate and essential.

In summary, these setback waivers are modest in scale, arise directly from legitimate site constraints and environmental protections, and are necessary to allow the project to be developed at the minimum density contemplated by State housing law and the City’s certified Housing Element. Granting the waivers ensures the City can realize needed missing-middle ownership housing without compromising environmental resources, life-safety infrastructure, or site functionality.

Other Information Required for Special Projects
As the density bonus application is requested for a proposed housing development that would result in the removal or conversion of existing dwelling units, please find the requested information below:

Housing Units Proposed to be Demolished
Current Tenant 2018-2023
Address Property Description Income Levels Monthly Rate 1447 Spring 3-bdrm Single Family Home Vacant N/A
1505 Spring 2-bdrm Single Family Home 120% AMI + $1,800 1515 Spring 4-bdrm Single Family Home 120% AMI + $3,000

PRE-SUBMITTAL REVIEW
Per best practice in the City of St. Helena, a project of this size first goes before the Planning Commission for evaluation as part of the “pre-submittal review” application. Also known as a study session, this provides an important opportunity for the project to be introduced to the community and neighbors. This also provides an opportunity to receive feedback from the Planning Commission. For these reasons, a presubmittal review is requested.

As this is a proposed construction project, all aspects of the project, including specific data points, are throughout this consolidated written statement and the submitted plan set. However, to specifically answer the questions posed within the pre-submittal review application:
o The maximum building height is 38-feet (within the high-density residential zone’s 42-foot maximum)
o Each of the six buildings have three floors
o Floor area information is provided within the project submittal plan set. o The first floor of each plan has a garage and either a bedroom, ADU or office/den, second floor has living areas, including kitchen, bathroom and family room, while the third floor has the bedrooms.
o The project has 93 parking spaces, 82 spaces within garages and 11 open spaces. o Access to the property will be via a roadway off Spring Street at the current location of 1505 Spring Street, a single-family home proposed to be demolished.

Agenda Item #11.3.

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13 o Please find maximum building load calculations below within the Design Review section of this consolidated written statement.

DESIGN REVIEW
We look forward to bringing this thoughtful project program to life and to seamlessly integrate Spring Grove into the existing neighborhood fabric. The 41-homes are comprised of 3-4 bedrooms ranging in size from approximately 1,480-sf to 1,810-sf. Each home has its own private garage accessed by an internal private street with the front doors accessed from graciously landscaped paseos.

The proposed buildings will be 40’ tall, lower than the maximum height allowed in the high-density residential zoning district, 42’. Each building will be 3-stories, and as the project proposes townhomes, each unit will be 3-stories. The unit’s garage will be on the first floor along with a den and/or bedroom, the kitchen and primary living area will be on the second floor, and bedrooms on the third floor. Please find specific design standards and metrics, including the gross floor area of each floor, number of parking spaces to be provided, etc., on Sheet G-1 in the consolidated project plan set. Finishing materials are shown on the Conceptual Elevations, Colors & Materials Sheet (A3.3, A4.4, A5.2, A6.2, A7.3).

As the Design Review Checklist calls for materials to be listed within the design review narrative, they are repeated below (and also found on A-3.3, among other sheets):

Element Material
Roof Asphalt Composition Shingle
Eaves & Fascia Wood Rake
Siding Fiber Cement Board & Batten
Trim Fiber Cementous
Stucco Sand Finish Stucco
Garage Door Clopay "Canyon Ridge" - "Chevron & Elements" (Metal) Entry Door Fiberglass & Glass
Railings Wood Rake
Windows Vinyl (Milgard)
Downspouts Aluminum
Lighting Metal (Black Allenbury Downward)
Wire Vine Lines Galvanized Metal
Accent Standing Seam Metal
Each home will come standard with solar panels and will incorporate a specific focus on healthy, energy efficient living. The proposed 41-homes would be distributed throughout 6-buildings, contemplated to have a modern agrarian aesthetic.

The project proposes 93 parking spaces, comprised of 2-dedicated spaces within each home’s garage, as well as 11 surface parking stalls. The project will include over 50 bicycle parking spaces, with 41-longAgenda Item #11.3.

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14 term spaces located in each residential garage, and the remainder in onsite bicycle racks. Spring Grove will have extensive landscaping, incorporating mature trees and vegetation along with new plantings chosen to complement the project design and setting.

With regard to maximum building occupant load, under the California Building Code (CBC), Group R-2 occupancies (the type of occupancy proposed with this project) do not have a fixed maximum occupancy limit. Instead, the occupant load is determined based on the building's design and use, primarily to ensure adequate means of egress and compliance with safety requirements. Because our buildings don’t share a common means of egress, we would treat each unit separately. The occupant load factor for an R2 Occupancy is 200sf/person.

The chart below shows the maximum occupant load per plan. This is then multiplied by the number of units per plan, and then added up to provide the maximum occupant load for the project total. While this is the maximum occupant load for the project, please note the family size for this type of home is approximately 2.3 people based on 2019-2023 census data.

Max Building
Plan Living SF Occupant Load Factor* Occupant Load Units/Plan Project Total P1 1,480 200 7 4 29
P2 1,595 200 8 5 40
P3 1,746 200 9 15 131
P4 1,810 200 9 17 153
Total 353
*: R2 Occupancy (SF/Person)

DEMOLITION
The details of the proposed project have been discussed throughout the consolidated written statement. As it specifically relates to demolition, the three existing homes are proposed to be demolished to allow for the development of the project; 41 townhome-style condominiums.

Specific square footage metrics are below (proposed full structure demolition):

Home Bdrm Bath SF
1447 Spring Street 3 2 2,091
1505 Spring Street 2 1 1,006
1515 Spring Street 4 3 1,824
Total SF: 4,921
No structures proposed for demolition are on the City of St. Helena’s Local Historic Register or in the Historic Preservation Overlay.

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15 City Ventures looks forward to working with the City of St. Helena to create a walkable housing development just a stone’s throw from Main Street in which more St. Helena families can put down roots, just like the vineyards for which the area is world famous.

Kelso G. Barnett, Senior Director of Development
November 14, 2025
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1 Spring Grove Vesting Tentative Map: 2019 General Plan Consistency 2019 General Plan Policies Consistency Analysis
✓ – Consistent X– Inconsistent
? – Insufficient Information NA – Not Applicable
Land Use and Growth Management
LU1.1 Require new development to
occur within well-defined
boundaries and be consistent with
the ability to provide urban
services. New development should
mitigate infrastructure impacts by
using sustainable, best
management practices in green
building and stormwater
management and paying its share
of development impact fees, while
minimizing impacts on sewer,
water, energy, and natural
resources.

The proposed project is adjacent to existing
development, and can be provided with all required
services, including sewer, water, police, and fire. The project proposes best management practices in
stormwater management by providing bioretention
facilities. In addition, the project would be allelectric, provide solar panels, and include EV-ready garages. The project is conditioned to pay its share of development impact fees. The subdivision includes
one lettered lot, Parcel A, to contain the riparian
corridor not for development, which would preserve
natural resources.
✓
LU1.2 Allow urban development to
occur only within the Urban Limit
The proposed subdivision is within the Urban Service
Area.
✓
2019 General Plan Policies Consistency Analysis
✓ – Consistent X– Inconsistent
? – Insufficient Information NA – Not Applicable
Line. Consider an exception for onsite employee housing on Agricultural lands. Urban services,
such as sewer, water, and storm
drainage, will only be extended to
development within the Urban
Limit Line.

LU1.5 Require new development to
provide adequate infrastructure
and urban services, including
compliance with the policies and
implementing actions affecting
new development as set forth in
the Public Facilities and Services
Element.

The proposed subdivision is required to install all
required infrastructure and facilitate the provision
services.
✓
Agenda Item #11.3.

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St. Helena City CouncilJanuary 13, 2026

St. Helena City Council
January 13, 2026