Attachment F - Project Plans.pdf — Pleasant Hill City Council, May 4, 2026

PROJECT SITE:
85 WOODSWORTH LANE
PROJECT SITE:
85 WOODSWORTH LANE

CURRENT

ISSUE DATE

REVISIONS

INITIAL

SUBMITTAL DATE
SHEET NO.
1743 Alcatraz Avenue
Berkeley, CA 94703
tel: 510.663.9797
fax: 510.663.1807
http://www.ghadesign.net
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1.31.27 HABITAT FOR HUMANITY
EAST BAY / SILICON VALLEY, INC.
-SPRINKLERS. NOTE: UNIT 2 TO INCLUDE ALARMS W/
VISUAL COMMUNICATIONS FEATURES (PER CBC 11B-809.5)
-ROOF TRUSSES

SYMBOLS
Elevation With
Respect to
Bench Mark0'-0"
AX.X
X X X
X
elev no.
sheet no.

Interior Elevations
XX
Window ID - refer to Window
Schedule
X
Door ID - refer to Door
Schedule

0.00 T.O. XX
Elevation
Utility Rough-In G,H,C
X
AX.X
detail no.

Detailsheet no.

X
AX.X
section no.

Sectionsheet no.

Wall Type A
ADDRESS:

A.P.N.#:

ZONING:

OCCUPANCY GROUP:

APPLICANT:

PROJECT DESCRIPTION:

PROPOSED HEIGHT:

PROPOSED SETBACKS:

PROPOSED PARKING:

SPRINKLERS:

ELECTRIFICATION:

ACCESSIBILITY:

EASEMENTS:

ASSESSOR'S PARCEL MAP VICINITY MAP N

PROJECT SUMMARY

ABBREVIATIONS
85 WOODSWORTH LANE,
PLEASANT HILL, CA 94523

1. All work shall comply with all applicable codes, amendments, and ordinances as adopted by the City of Pleasant Hill, including but not limited to the following:
2022 California Building Code
2022 California Plumbing Code
2022 California Electrical Code
2022 California Mechanical Code
2022 California Energy Code
2022 California Green Building Standards Code
2022 California Fire Code
2022 California Residential Code
Pleasant Hill Municipal Code

2. Builder should verify all dimensions and conditions at the job site before starting work and notify architect of any discrepancies or errors. Commencement of work by any trade shall constitute agreement that conditions are acceptable for such work.

3. All subcontractors are to compare architectural drawings with the structural drawings as well as any supplemental drawings prior to commencing work. Notify architect & owner of any discrepancies and obtain adequate information prior to commencing work.

4. DO NOT SCALE DRAWINGS. Follow figure dimensions in preference to scaled measurements; details to general drawings. If figures or information are insufficient, inaccurate or inconsistent, notify the architect and obtain adequate information before proceeding with the work. 5. All dimensions to face of stud, as indicated on drawings, u.o.n. 6. Any work interfacing with City property or City services shall be performed per City standards. 7. No work defective in construction or quality or deficient in any requirements of drawings and specifications will be acceptable, despite owner's or architect's failure to discover such defects or deficiencies during construction. Defective work shall be replaced by work conforming with intent of contract. No payment whether partial or final shall be construed as an acceptance of defective work or improper materials. 8. Builder & all subcontractors must comply with CALGreen Mandatory Measures, (see sheet index A0.0).

GENERAL NOTES

PROJECT DATA
85 Woodsworth Lane, Pleasant Hill CA 94523
150-150-071
MRL, Multifamily Low Density Residential (12-19.9 units/acre) Re-zone to Planned Unit Development (PUD 347)
R-3
Habitat for Humanity East Bay/Silicon Valley, Inc.
(4) Single-family townhouses on individual lots separated by (2) 1-hour party walls, one on each side of property line. Wood frame, 2-story, type V-B construction.
± 23'-6" max. to peak A.F.G.

Front 14'-5"
Side 5'-2" & 7'-3"
Back 17'-6"
2 spaces per unit. 8 spaces total. 100% EVCS, level 2 ready.

All units are to be fully sprinklered with NFPA 13D type sprinkler system (per 2022 CRC section R313.1.1, definition of "townhome", and per CRC R302.2.) No fuel gas (such as natural gas or propane) will be used on site. No fuel gas meters, piping or infrastructure.

Accessibility requirements from 2022 CBC Ch11A do not apply to individual single-family homes on separate sites, bounded by property lines. Per CBC 1102A.1 "Each building on a site shall be considered separately when determining the requirements contained in this chapter..." Per 2022 CBC Ch. 2, Definition of a Site "A parcel of land bounded by a property line..." Therefore these homes are not “Covered Multifamily Dwellings” under CBC Ch 11A.

This project meets the size and scope criteria for duplexes and townhouses which allows it to be permitted under the California Residential Code (CRC).

Note that there are no applicable accessibility requirements for this project under the CRC. The provision of accessible units is “voluntary” and applies to unit 1.

The portion of the path which is shared by units 2 & 3 is accessible, as required by PHMC.

Shared access easements over units 2 & 3 properties will allow homeowners access to their individual front doors.

SHEET INDEX
1 TOTAL
UNIT # GROSS

FLOOR AREA
Interior
Maximum
Minimum
New
Number
Not rated
On center
Opposite
Oriented Strand Board
Perforated
Plywood
Per Structural Drawings
Painted
Pressure Treated Douglas Fir
Reinforced
Required
Rough Opening
Redwood
Rain water leader
Self-Adhered Sheet Membrane
Similar
Specifications
Top of
Typical
Unless otherwise noted
Verify in field
With
Water Heater
Wood Screw
Int.

Max.

Min.
(N)
No.

NR
O.C.

OPP.

O.S.B.

Perf.

PLYWD.

P.S.D.

Ptd.

PTDF
Reinf.

Req'd
R.O.

RWD
R.W.L.

S.A.S.M
SIM.

Spec.

T.O.

Typ.

U.O.N.

V.I.F.

W/
W.H.

W.S.

Unit Number
Centerline
Sanitary or Storm Sewer
Storm Drain
Anchor Bolt
Above
"Architecturally Exposed
Structural Steel" per AISC req.

Above Sub Floor
Arc Fault Circuit Interrupter
Above Finish Floor
Above Finish Grade
Assessor’s Parcel
Aluminum
Boundary Nailing
Building
Bottom
Clean-out
Composition
Concrete
Continuous
Existing
Equal
Foundation
Face of
Ground Fault Circuit Interrupter
Galvanized Sheet Metal
Galvanized
Hose Bib
Horizontal
--SS--
--SD--
A.B.

ABV.

AESS
A.S.F.

A.F.C.I.

A.F.F.

A.F.G.

A.P.

Alum'n
B.N.

Bldg.

Bot.

K.O.

Comp.

Conc.

Cont.
(E)
EQ.

Fndn.

F.O.

G.F.C.I.

G.S.M.

Galv.

H.B.

Horiz.

CL
1 CIVIL ENGINEER:

Lea & Braze Engineering Inc. 2495 Industrial Parkway West Hayward CA 94545
(510) 887-4086
LANDSCAPE ARCHITECT:

TBD
ARCHITECTURAL:

A 0.0 ROOF PLAN & SITE PLAN, PROJECT SUMMARY & DATA, DEFERRED

SUBMITTALS, ABBREVIATIONS, SYMBOLS, GENERAL NOTES, MAPS A 0.4 GRAPHIC CODE ANALYSIS
A 1.0 SITE PLAN (SHOWING FIRST FLOOR BUILDING PLAN)
A 1.1 SITE PLAN (SHOWING SECOND FLOOR BUILDING PLAN)
A 1.2 SITE PLAN (SHOWING BUILDING ROOF PLAN)
A 1.3 TRASH BIN SERVICING PLAN
A 2.0 TOWNHOME ELEVATIONS
A 2.1 TOWNHOME ELEVATIONS
A 2.2 RENDERED ELEVATIONS
A 3.0 FIRST FLOOR TOWNHOME PLANS
A 3.1 SECOND FLOOR TOWNHOME PLANS
CIVIL:

TNT-0 TITLE SHEET
TNT-1 TENTATIVE MAP
TNT-2 CONCEPTUAL LOT LAYOUT
TNT-3 CONCEPTUAL LOT LAYOUT W/ IMPROVEMENTS
TNT-4 CONCEPTUAL GRADING & DRAINAGE PLAN
TNT-5 CONCEPTUAL UTILITY PLAN
TNT-6 CONCEPTUAL SECTION VIEW
TNT-7 CONCEPTUAL EROSION CONTROL PLAN
TNT-8 EROSION CONTROL DETAILS
HYD-1 IMPERVIOUS AREA EXHIBIT
HYD-2 STORMWATER CONTROL PLAN
HYD-3 FIRE ACCESS & HYDRANT SPOTTING EXHIBIT
LANDSCAPE:

L-1 LANDSCAPE PLAN
L-2 PRELIMINARY PLANT PALETTE
-PHOTOVOLTAICS
-SITE SIGNAGE

DEFERRED SUBMITTALS
A0.0

COVER SHEET
N
LOT

COVERAGE
(INCLUDES 2ND
FLR. OVERHANGS &

PORCH ROOFS)

LOT AREA

FLOOR AREA

RATIO (FAR)
(GROSS FLOOR

AREA / LOT AREA)
# BEDS PARKING
(ALL PARKING LEVEL 2, EVCS
READY)
2 3
4 SCALE: 1/8" = 1'-0"
1 A0.0

PROPOSED SITE PLAN - SHOWING ROOF PLANS

PROJECT
NORTH
47 47.5
48 48

48.5 48.5

48.5 48
48 47.5

47.5 47.5

48.5 4

8.5 1 2 3 4

WOODSWORTH LANE
TREA
D
WA
Y
LA
NE

NTS NTS
1 UNIT # PRIVATE OPEN
SPACE
2 3
4 160 SF
(ENTRY PATIO)
397 SF
(REAR YARD)
488 SF
(REAR YARD)
545 SF
(REAR YARD)
1400 SF
1380 SF
(INCLUDES 283

SF GARAGE)
1380 SF
(INCLUDES 283

SF GARAGE)
1400 SF
(INCLUDES 283

SF GARAGE)
5560 SF
916 SF
(46%)
919 SF
(48%)
919 SF
(47%)
3673 SF
(45%)
919 SF
(41%)
8097 SF
(PER SURVEY)
1999.6 SF
1897.9 SF
1942.1 SF
2257.4 SF

0.7 0.73

0.71 0.62

0.69 4
3 3
3 13
(2) 9' x 18' SPACES
(PRIVATE GARAGE &

DRIVEWAY)
(2) 9' x 18' SPACES
(PRIVATE GARAGE &

DRIVEWAY)
(2) 9' x 18' SPACES W/ 5 FT.

ACCESS AISLE
(DRIVEWAY)
8 47

47.5 48
48 48.5

48.5 48.5
48 48

47.5 47.5

47.5 48.5
4 8.5

RECYCLE
64 GAL. LANDFILL 64 GAL.

GREENWASTE 96 GAL.

RECYCLE 64 GAL.

LANDFILL 64 GAL.

GREENWASTE 96 GAL.

RECYCLE
64 GAL.

LANDFILL
64 GAL.

GREENWASTE
96 GAL.

RECYCLE 64 GAL.

LANDFILL 64 GAL.

GREENWASTE 96 GAL.

H/P
W/D
H/P
HWH
ESS
ELEC.

WATER SERV. SPRINK. RISER
ESS
W
D
H/P
HWH
ELEC.

WATER SERV. SPRINK. RISER
H/P
H/P
W/D
H/P
HWH
ESS
ELEC.

WATER SERV.

SPRINK. RISER
H/P
W/D
H/P
HWH
ESS
ELEC.

WATER SERV. SPRINK. RISER
4-BEDR. UNIT
1 3-BEDR. UNIT
2 WOODSWORTH LANE
TREA
D
WA
Y
LA
NE
65 W
O
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D
S
W
O
R
T
H
L
A
N
E
(E.) R
E
SID
E
N
C
E
1967 TREADWAY LANE
(E.) RESIDENCE
3-BEDR. UNIT
3 3-BEDR. UNIT
4 ALL TOWNHOMES ARE FULLY
SPRINKLERED, 2-STORY, TYPE R-3

OCCUPANCY
1HR. WALL ON EITHER SIDE OF
PROPERTY LINE AT ADJACENT R-3
TOWNHOMES (TYP.) SEE DETAIL THIS
SHEET. EXCEEDS REQUIREMENTS PER
2022 CRC R302.2
UNIT 1 (ONLY): VOLUNTARY ACCESSIBLE
1ST FLOOR, INCLUDES ACCESSIBLE
BATHROOM & ACCESSIBLE KITCHEN. (ACCESSIBLE KITCHEN COUNTER HEIGHT

ADJUSTED AS REQUIRED BY UNIT OWNER
PRIOR TO FINAL OCCUPANCY.)
UNIT 2 (ONLY): VOLUNTARY

COMMUNICATION FEATURES, PER CBC
11B-809.5
NOTE: SEE A1.0 & A1.1 FOR ALL

DIMENSIONS TO PROPERTY LINES
UNIT 1

ACCESSIBLE
(EV)

NO PARKING
UNIT 1
(EV)
UNIT 2
(EV)
UNIT 2
(EV)
UNIT 3
(EV)
UNIT 3
(EV)
UNIT 4
(EV)
UNIT 4
(EV)

ALL EXTERIOR & INTERIOR PARKING
SPACES LEVEL 2, EVCS READY. SEE
A1.0 FOR PARKING SPACE & ACCESS

AISLE DIMENSIONS
± 88 FT. FIRE HOSE DISTANCE
(150 FT. MAX.) TO FURTHEST

POINT ON BUILDING, SHOWN
DASHED

ACCESSIBLE PATH OF
TRAVEL TO UNIT 1
BOLLARD, TYP.

BOLLARD, TYP.

CURRENT

ISSUE DATE

REVISIONS

INITIAL

1.31.27 A0.4

GRAPHIC CODE

ANALYSIS
SCALE: 1" = 10'-0"
1 A0.4
GRAPHIC CODE ANALYSIS - SHOWING SITE PLAN & 1ST FLOOR PLANS

PROJECT
NORTH
FIRE RATING:

UL U305

1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped.

2. Joints and Nail-Heads — Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered with joint compound.

3. Gypsum Board* — 5/8 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths other than 48 in., gypsum panels are to be installed horizontally.

4. Steel Corner Fasteners — (Optional) — For use at wall corners. Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in. wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge galv steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gypsum board, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No. 6d cement coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No. 6d cement coated nails

5. Batts and Blankets* — (Optional — Required when Item 6A is used (RC-1)) — Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or mineral wool insulation shall be friction-fitted to completely fill the stud cavities.

12. Non-Bearing Wall Partition Intersection — (Optional) —Two nominal 2 by 4 in. studs or nominal 2 by 6 in. studs nailed together with two 3 in. long 10d nails spaced a max. 16 in.

OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall.

PENETRATIONS:

PENETRATIONS IN 1-HR. FIRE RATED ASSEMBLIES SHOULD BE PROTECTED WITH 1-HR. FIRE RATED CAULK (ASTM E814 OR UL 1479). THIS INCLUDES, BUT IS NOT

LIMITED TO CAULK AROUND PLUMBING, OUTLET BOXES, SWITCHING BOXES, LIGHT FIXTURES, CABLE BOXES, DATA BOXES, ETC. SEE A0.2.1 FOR MORE INFORMATION ON ACOUSTICAL & FIREPROOF SEALANTS.

PLUMBING PENETRATIONS TO BE CAST IRON, COPPER, OR IRON PIPE. SEALED W/ MIN. 1-HR RATED FIRE CAULK.

NO PLUMBING IN PARTY WALLS TO MAINTAIN ACOUSTICAL SEPARATION AND PER CRC R302.2 FOR FIRE-RATED PARTY WALLS IN TOWNHOUSES. EXCEPTION: SMALL-DIAMETER COPPER CONDENSATE DRAIN LINE MAY RUN FROM HOT WATER HEATER CLOSET TO EXTERIOR (SEE PLUMBING DWGS.) FIRE CAULK/SEAL PENETRATION.

NOTE: SEE BUILDING PLAN A1.0-A1.1

FOR WALL TYPE LOCATIONS
SEE "SOUND CONTROL
SPECIFICATIONS" SEC. B, SHEET
A0.2.1.
1-HR. RATED ASSEMBLY PER PER
UL DESIGN U305
STC 50 RATED WALL PER
RIVERBANK ACOUSTICAL LABS, TL-73-224
1/2" OSB SHEATHING, PSD
2X6 WOOD STUD @ 24"
O.C. MAX, PSD

FIBERGLASS BATT
INSULATION. R-21 MIN. PER
TITLE-24 REPORT
1"
AIR GAP. REMOVABLE CLEAT MAY BE USED DURING ERECTION OF

WALLS BUT MUST BE REMOVED PRIOR TO CLOSE-IN TO MAINTAIN

ACOUSTICAL ASSEMBLY)

NON-BEARING WALL PARTITION

INTERSECTION, BLOCKING

REQUIRED FOR FIRE RATING

NON-BEARING WALL PARTITION

INTERSECTION, BLOCKING

REQUIRED FOR FIRE RATING

NON-BEARING WALL PARTITION

INTERSECTION, BLOCKING

REQUIRED FOR FIRE RATING
1-HR. RATED ASSEMBLY
1/4" GAP &

ACOUSTICAL

SEALANT AROUND
PERIMETER, TYP.
1-HR. RATED ASSEMBLY
(1) LAYER EACH SIDE, WATER
RESISTIVE BARRIER (WRB) "TYVEK
DRAINWRAP" (OR APPROVED
EQUAL) PER ASTM E2273 FOR 90%

OR GREATER DRAINAGE

EFFICIENCY
CONTINUOUS VERTICAL MINERAL WOOL BATT INSULATION @ 10FT.

INTERVALS (MEASURED HORIZONTALLY) FOR FIREBLOCKING (PER CBC 718.2.2 & 718.2.1.5). ATTACH TO GYP. BD.
1/4" GAP &

ACOUSTICAL

SEALANT AROUND
PERIMETER, TYP.
1/4" GAP &

ACOUSTICAL

SEALANT AROUND
PERIMETER, TYP.

COLUMN LINE, TYP.
(2) LAYERS 5/8" TYPE 'X' GYP. BD., FASTENED
TO EXTERIOR FACE OF STUDS. (6 LAYERS
TOTAL.) 2 INNER LAYERS TO BE 5/8” DENSGLASS FIREGUARD SHEATHING (OR

PABCO GLASS SHEATHING TYPE 'X') FASTEN
PER UL DESIGN U305 NOTES TO LEFT. NOTE:

ADD'L OUTERMOST LAYER 5/8" GYP. BD.

REQUIRED TO ACHIEVE STC RATING OF 50 AS
RQD. BY CBC SECTION 1206.

PROPERTY LINE
3 1/4"
F.O.F. 2 1/4" (MIN.)
PER ASCE7-16 (12.12.3)
SCALE: 3" = 1'-0"
2 A0.4
PLAN DETAIL - (2) 1-HR RATED FIRE WALLS, 50 STC TOTAL
SCALE: NTS
3 A0.4

SITE LIGHTING - BOLLARD CUT SHEET
660 West Avenue O, Palmdale, CA 93551
Phone (661) 233-2000 Fax (661) 233-2001
www.usaltg.com
U.S. Architectural Lighting
BDA
SOLID STATE BOLLARDS PROJECT NAME:

FIXTURE TYPE:

BDA SERIES-LED

SPECIFICATIONS

BOLLARD
Durable corrosion resistant extruded and cast aluminum
construction. ¼" wall thickness.

LED POWER ARRAYTM
Three-dimensional array consisting of 6 individual LED tubes for the BDA8 model and 4 individual LED tubes for the BDA6 model, which are fastened to a retaining plate equally
spaced to provide 360° of even illumination output. Each LED tube consists of a circuit board populated with a multiple of LED’s which is fastened to a radial aluminum heat sink. A white polycarbonate lens and end caps protect each LED tube’s internal components and provides diffusion to prevent
shadowing and striations.

INTERNAL LOUVER (IL) - A specular louver stack conceals the inner LED Power Array Module and provides uplight and
glare control through the external clear polycarbonate lens.

CAST LOUVER (CL) - External cast aluminum louver stack
protects the internal LED Power Array Module and provides uplight and glare control. An internal clear polycarbonate lens is integrated with the LED Power Array Module.

OPAL LENS (WP) - Exterior white polycarbonate lens protects the internal LED Power Array Module and provides a uniform white glow.

RADIAL LED MODULE
LED’S are mounted to a circular heatsink in a radial array. The radial LED module is concealed in the cap of the bollard.

LED’s are not directly visible from angles above 90°.

PARABOLIC REFLECTOR (PR) - A specular Parabolic Reflector reflects a portion of the distribution from the radial LED module and provides a uniform wide angle throw through
the outer clear polycarbonate lens.

LED EMITTERS
High Output LED’s are driven at 350mA for nominal 1 Watt output each. 70CRI Minimum. LED’s are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options.

LED DRIVER
UL and CUL recognized Constant Current LED drivers operate on input voltages from 120-277VAC, 50/60hz. Consult Factory for (347-480VAC). Driver is mechanically fastened to a
retaining bracket. Driver has a minimum 4KV of internal surge protection, 10KV & 20KV Surge Protector optional. Dimmable and High-Low Driver options available.

FINISH
Polyester powder coat incorporates four step iron
phosphate process to pretreat metal surface for maximum adhesion. Top coat is baked at 400°F for maximum
hardness and exterior durability.

BDA8 SHOWN WITH -PR OPTICS PATENT PENDING
D
C
(BOLT CIRCLE)
B
A

BOLLARD AB
BDA8 42"
1067mm
8"
203mm
42"
1067mm BDA6 6"152mm
CD
6"
152mm
8"
203mm
4"
102mm
6"
152mm
2018214 C US
LISTED
Catalog Number: BDA8-LED CL 24LED WW RAL-8019-T DIM
Note:

Project 22-24133-0 Date 6/15/2022 Type
Habitat for Humanity
Submitted By
16500, INC
HOME CODE ANALYSIS: PER 2022 CALIFORNIA RESIDENTIAL CODE This project meets the size and scope criteria for duplexes and townhouses which allows it to be permitted under the California Residential Code (CRC). Note that there are no applicable accessibility requirements for this project under the CRC.

Accessibility requirements from 2022 CBC Ch. 11A do not apply to individual single-family homes on separate sites, bounded by property lines. Per CBC 1102A.1 "Each building on a building site shall be considered separately when determining the requirements contained in this chapter..." Per 2022 CBC Ch. 2, Definition of Site "A parcel of land bounded by a property line or a designated portion public right-of-way."
Any accessibility/adaptability features provided are voluntary.

All units are to be fully sprinklered with NFPA 13D type sprinkler system per 2022 CRC section R313.1.1, definition of "townhouse" CRC R202, and per CRC R302.2.

CRC R302.1 Exterior Walls
Construction, projections, openings and penetrations of exterior walls of dwellings equipped throughout with an automatic sprinkler system installed in accordance with Section R313 shall comply with Table R302.1(2).

Exceptions:

1. Walls, projections, openings or penetrations in walls perpendicular to the line used to determine the fire separation distance. 2. Walls of individual dwelling units and their accessory structures located on the same lot.

Refer to table at right, R302.1(2) EXTERIOR WALLS—DWELLINGS AND ACCESSORY

BUILDINGS WITH AUTOMATIC RESIDENTIAL FIRE SPRINKLER PROTECTION PER 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) All subcontractors must comply with CALIFORNIA GREEN BUILDING STANDARDS CODE Mandatory Measures on sheet A0.6.

CRC R302.2 Townhouses
The definition of townhouse will apply to the buildings (per CRC Ch. 2 Definitions.) Therefore a MINIMUM 1hr. fire resistance rated COMMON wall is adequate between adjacent units as long as this wall does not contain plumbing or mechanical equipment.

HOWEVER, (2) STRUCTURALLY INDEPENDANT 1-HR. RATED WALLS ARE PROVIDED. See detail 2/A0.4.

CRC R302.2.3 Continuity
Per this section, the common wall must extend up to the underside of the roof & the full length of the wall.

CRC R302.2.4 Parapets
Per the exception in this section, parapets are not required through the use of a minimum Class C roof covering AND the roof decking (or sheathing) is of non-combustible materials (or approved fire retardant-treated wood) for a distance of 4 ft. on each side of the common wall or walls.

CRC R302.2.6 Structural independence
Per exception 1, the project is not required to separate the foundations of 2 units at the common wall.

Per exception 2, roof structure and wall sheathing may fasten to the common wall.

Per exception 3, roof coverings do not need to be structurally independent. Asphalt shingles, but not sheathing, can be laid continuously over the top of the common wall.

Per exception 5, for buildings considered townhomes, these homes may share a common 1 hr. rated wall and therefore do not need to be structurally independent.

HOWEVER, (2) STRUCTURALLY INDEPENDANT 1-HR. RATED WALLS ARE PROVIDED.

CRC R310.1 Emergency escape and rescue required. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way.

CURRENT

ISSUE DATE

REVISIONS

INITIAL

1.31.27 A1.0

BUILDING PLANS

FIRST FLOOR
48 48

48.5 48.5

48.5 48
48 47.5

47.5 47.5

48.5 4

8.5 RECYCLE
64 GAL. LANDFILL
64 GAL.

GREENWASTE 96 GAL.

RECYCLE
64 GAL.

LANDFILL
64 GAL.

GREENWASTE 96 GAL.

RECYCLE 64 GAL.

LANDFILL
64 GAL.

GREEN- WASTE
96 GAL.

RECYCLE
64 GAL.

LANDFILL
64 GAL.

GREENWASTE 96 GAL.

H/P
W/D
H/P
HWH
ESS
ELEC.

WATER SERV.

SPRINK. RISER
ESS
W
D
H/P
HWH
ELEC.

WATER SERV.

SPRINK. RISER
H/P
H/P
W/D
H/P
HWH
ESS
ELEC.

WATER SERV. SPRINK. R SI ER
H/P
W/D
H/P
HWH
ESS
ELEC.

WATER SERV.

SPRINK. RISER
4-BEDR. UNIT
(VOLUNTARY ACCESSIBLE
1ST FLR - 756 SF)
1 3-BEDR. UNIT
(VOLUNTARY

COMMUNICATIONS

FEATURES
1ST FLR INCLUDES
GARAGE - 756 SF)
2 25'-6 3/4"
S
E
T
B
A
C
K (U
NIT 1)
42'-0"
18'-0" 18'-0" 18'-0"
± 14'-5 1/2"
S
E
T
B
A
C
K
± 5'-2 1/2"

SETBACK
18'-0" 7'-3"

SETBACK
± 4'-1 1/2"
(3'-0" MIN.)
± 9'-3"

SETBACK
3'-0"
3'-0"

PRIVATE OUTDOOR
SPACE
(160 SF)
17'-6 3/4"
S
E
T
B
A
C
K (U
NIT 2)
21'-6 3/4"
S
E
T
B
A
C
K (U
NIT
S 3 &
4)

WOODSWORTH LANE
TREA
D
WA
Y
LA
NE
BED. #4
BATH
KIT.

LIV.

ENTRY
UP
UP
GARAGE
283 SF
(1) 10' x 20' EV

PARKING SPACE
HALF
BATH
ENTRY
KIT.

LIV.

ENTRY
KIT.

UP UP
LIV. LIV.

ENTRY

PRIVATE

OUTDOOR SPACE
(397 SF)
9'-3"

PRIVATE

OUTDOOR SPACE
(488 SF)

PRIVATE

OUTDOOR SPACE
(545 SF)
42'-0" 26'-8 1/2"
S
E
T
B
A
C
K
4'-7 1/2"

SETBACK
4'-7 1/2"

SETBACK
HALF
BATH
HALF
BATH
KIT.
1 A2.0
2 A2.0
1 A2.1
3 A2.0
2 A2.1
3 A2.0
2 A2.1
3 A2.1
6 5
W
O
O
D
S
W
O
R
T
H
L
A
N
E
(E.) R
E
SID
E
N
C
E
1967 TREADWAY LANE
(E.) RESIDENCE

SIDEWALK

DRIVEWAY
(1) 8.5' x 19' EV

PARKING SPACE
(1) 9'X19' ACCESSIBLE, EV SPACE
3-BEDR. UNIT
(1ST FLR INCLUDES
GARAGE - 756 SF)
3 3-BEDR. UNIT
(1ST FLR INCLUDES
GARAGE - 756 SF)
4 5'-6"
(5 F
T. MIN.)
5'X19' ACCESS AISLE
(NO PARKING)
2'-0"
2'-6"
1 1
1 10
16 17
19 18
18 8
1 11
1 11
1 11
16 14
14 16
14 17
8 1 17 1
9 8
9 8
9 9
9 9
8 8
18 18
18 18
1100
1199
20 20
2211
2211
23 2221
22 22
2211
24 24
24 24
24 2241
24 25
25 25 25
25 25
25 24
13 13
15 FT. SETBACK
LESS THAN 36" HIGH OK
(PER PHMC SCHED. 18.20.030, MRL ZONE)
35 FT. X 35 FT. SIGHT OBSTRUCTION @ INTERSECTION
LESS THAN 30" HIGH OK & GREATER THAN 7 FT. HIGH OK.
(PER PHMC 18.50.100)
15 FT. X 15 FT. DRIVEWAY VISIBILITY
LESS THAN 30" HIGH OK & GREATER THAN 7 FT. HIGH OK. (PER PHMC 18.55130) SETBACK SYMBOLS:
3 FT. HIGH WIRE
FENCE w/

CLIMBING VINES

FOR SCREENING
5 FT. HIGH WOOD

PRIVACY FENCE

SHARED ACCESS

EASEMENT TO UNITS
2 & 3. (ACCESSIBLE.)
4'-0"
MIN.

GARAGE
283 SF
(1) 10' x 20' EV

PARKING SPACE
GARAGE
283 SF
(1) 10' x 20' EV

PARKING SPACE
10A
17 18
10A
10 19

DRIVEWAY
(1) 8.5' x 19' EV

PARKING SPACE

DRIVEWAY
(1) 8.5' x 19' EV

PARKING SPACE

DRIVEWAY
(1) 9' x 18' EV PARKING SPACE
17 17 17
10A
10A
18A
18A
18A
SCALE: 3/16" = 1'-0"
1 A1.0
PROPOSED SITE PLAN - SHOWING 1ST FLOOR PLANS

PROJECT
NORTH
BUILDING PLAN NOTES:

1. 3" Ø ROUND BONDERIZED METAL DOWNSPOUT TO TIGHTLINE, TYP. (U.O.N.) SEE CIVIL DRAWINGS FOR STORMWATER TREATMENT AREAS.

2. ROOFTOP PHOTOVOLTAIC ARRAY (SHOWN DASHED), UNDER SEPARATE PERMIT

3. 4" x 6" BONDERIZED METAL FASCIA GUTTER (NO OGEE) SLOPE MIN. 1/8" PER FT.

4. CLASS 'A' ASPHALT ROOF SHINGLES (LIFETIME)

5. ROOF CRICKET

6. CONTINUOUS ROOF RIDGE VENT.

7. SUNSHADE (SHOWN DASHED WHERE OCCURS ABOVE).

8. HEAVY TIMBER TRELLIS & POSTS, PAINTED. BONDERIZED CORRUGATED METAL OVER UNIT ENTRANCE. (SHOWN DASHED WHERE OCCURS ABOVE).

9. BAY WINDOW (SHOWN DASHED WHERE OCCURS ABOVE).

10. ELECTRICAL METER
10A. FUTURE ELECTRIC STORAGE SYSTEM (ESS) FOR INDIVIDUAL UNIT

11. REAR LANDING. SEE CIVIL GRADING PLAN FOR MORE INFO.

13. (2) 1-HR RATED WALLS SEPARATING DWELLING UNITS.

14. PROPERTY LINE

15. ALL DIMENSIONS MEASURED TO FACE OF FRAMING (F.O.F.), UNLESS OTHERWISE NOTED (U.O.N.)

16. HEAT PUMP OUTDOOR UNIT. SEE MEP PLANS FOR MORE INFO.

17. EVCS READY, LEVEL 2 - WALL MOUNTED RECEPTACLE (OR PEDESTAL WHERE OCCURS)

18. BOLLARD LIGHT, TYP.
18A. EXTERIOR WALL SCONCE, TYP.

19. WATER SERVICE & FIRE SPRINKLER RISER

20. EAVE (SHOWN DASHED WHERE OCCURS ABOVE).

21. PERVIOUS PAVING DRIVEWAY

22. PERVIOUS PAVING WALKWAY

23. CONCRETE STEPPERS

24. LANDSCAPE / PLANTING. SEE LANDSCAPE PLANS FOR MORE INFO.

25. FENCE, SEE LANDSCAPE PLANS FOR MORE INFO.

26. NO EAVE / ROOF OVERHANG ALONG PROPERTY LINE

CURRENT

ISSUE DATE

REVISIONS

INITIAL

1.31.27 4-BEDR. UNIT
(2ND FLR - 644 SF)
1 3-BEDR. UNIT
(2ND FLR - 624 SF)
2 1
A2.0
2 A2.0
1 A2.1
3'-7 1/2"

SETBACK
± 4'-0"

SETBACK
5'-3"

SETBACK
3'-7 1/2"

SETBACK
3'-0"
MIN.
3 A2.0
2 A2.1
3 A2.0
2 A2.1
3 A2.1
BED. #1
DN
DN
DN DN
BED. #2 BED. #3
BATH
BED. #1
BED. #3 BED. #2
BATH
BED. #1
BED. #2 BED. #3
BATH
BED. #1
BED. #3 BED. #2
BATH
BED. #1
BED. #3 BED. #2
BATH
BED. #1
BED. #3 BED. #2
BATH
34'-0"
18'-0"
2:12
2:122:12
2:12
3-BEDR. UNIT
(2ND FLR - 624 SF)
3 3-BEDR. UNIT
(2ND FLR - 644 SF)
4 18'-0"
12" 12"
2'-0" 18'-0"
EAVE
± 3'-0"

SETBACK
18'-0"
12"
2'-0"
2'-0"
EAVE
2'-0"
EAVE
8'-0"
2'-0"
EAVE 8
9 9
4 3
1 20
20 8
1 3
13 13
4 9
20 7
8 1
8 1
4 3
1 1
14 14
14 20
8 9
20 7
8 1
8 1
8'-0"
2'-0"
EAVE
2'-7 1/2"
SETBK.
2'-7 1/2"
SETBK.
4'-2" 4'-2"
4'-2"
4'-2"
TYP.
5'-4"
T
R
ELLIS
5'-4"
14'-0"

TRELLIS
14'-10"
T
R
ELLIS26
26 1
SCALE: 3/16" = 1'-0"
1 A1.1
PROPOSED SITE PLAN - SHOWING 2ND FLOOR PLANS

PROJECT
NORTH
A1.1

BUILDING PLANS

SECOND FLOOR
BUILDING PLAN NOTES:

1. 3" Ø ROUND BONDERIZED METAL DOWNSPOUT TO TIGHTLINE, TYP. (U.O.N.) SEE CIVIL DRAWINGS FOR STORMWATER TREATMENT AREAS.

2. ROOFTOP PHOTOVOLTAIC ARRAY (SHOWN DASHED), UNDER SEPARATE PERMIT

3. 4" x 6" BONDERIZED METAL FASCIA GUTTER (NO OGEE) SLOPE MIN. 1/8" PER FT.

4. CLASS 'A' ASPHALT ROOF SHINGLES (LIFETIME)

5. ROOF CRICKET

6. CONTINUOUS ROOF RIDGE VENT.

7. SUNSHADE (SHOWN DASHED WHERE OCCURS ABOVE).

8. HEAVY TIMBER TRELLIS & POSTS, PAINTED. BONDERIZED CORRUGATED METAL OVER UNIT ENTRANCE. (SHOWN DASHED WHERE OCCURS ABOVE).

9. BAY WINDOW (SHOWN DASHED WHERE OCCURS ABOVE).

10. ELECTRICAL METER
10A. FUTURE ELECTRIC STORAGE SYSTEM (ESS) FOR INDIVIDUAL UNIT

11. REAR LANDING. SEE CIVIL GRADING PLAN FOR MORE INFO.

13. (2) 1-HR RATED WALLS SEPARATING DWELLING UNITS.

14. PROPERTY LINE

15. ALL DIMENSIONS MEASURED TO FACE OF FRAMING (F.O.F.), UNLESS OTHERWISE NOTED (U.O.N.)

16. HEAT PUMP OUTDOOR UNIT. SEE MEP PLANS FOR MORE INFO.

17. EVCS READY, LEVEL 2 - WALL MOUNTED RECEPTACLE (OR PEDESTAL WHERE OCCURS)

18. BOLLARD LIGHT, TYP.
18A. EXTERIOR WALL SCONCE, TYP.

19. WATER SERVICE & FIRE SPRINKLER RISER

20. EAVE (SHOWN DASHED WHERE OCCURS ABOVE).

21. PERVIOUS PAVING DRIVEWAY

22. PERVIOUS PAVING WALKWAY

23. CONCRETE STEPPERS

24. LANDSCAPE / PLANTING. SEE LANDSCAPE PLANS FOR MORE INFO.

25. FENCE, SEE LANDSCAPE PLANS FOR MORE INFO.

26. NO EAVE / ROOF OVERHANG ALONG PROPERTY LINE
C
URRENT

ISSUEDATE

REVISIONS

INITIAL

SUBMITTALDATE
SHEETNO.
1743AlcatrazAvenue
Berkeley,CA94703
tel:510.663.9797
fax:510.663.1807
http://www.ghadesign.net
85 WOODSWORTH LANE, PLEASANT HILL, CA
8/5/2025 BUILDING PERMIT # TENTATIVE MAP # SITE DEVELOPMENT PERMIT

DESIGN REVIEW & PLANNING

1.31.27 4-BEDR.

UNIT
1 3-BEDR.

UNIT
2 1
A2.0
2 A2.0
1 A2.1
5'-3"

SETBACK
3 A2.0
2 A2.1
3 A2.0
2 A2.1
3 A2.1
3-BEDR.

UNIT
3 3-BEDR.

UNIT
4 ±3'-0"

SETBACK
2:12 2:12
2:12 2:12 2:12
2:12
2:12 2:12 2:122:12 2:12 2:12
2:12
2:12
2:122:12
2'-0"
TYP.,U.O.N.
2'-0"TYP., U.O.N.
2'-0"TYP., U.O.N.
±3'-0"12"

SETBACK
2'-71/2"
SETBK.
2'-71/2"
SETBK.
12"
±6'-8"

SETBACK
12"
TYP.
2'-0"TYP., U.O.N.
12"
TYP.@DORMER
12"
TYP. @ DORMER
527631
9 9
9 26
26 261
1 1
SCALE:3/16"=1'-0"
1 A1.2

PROPOSEDSITEPLAN-SHOWINGROOFPLANS

PROJECT
NORTH
A1.2

ROOFPLANS
BUILDINGPLANNOTES:

1.3"ØROUNDBONDERIZEDMETALDOWNSPOUTTOTIGHTLINE,TYP.(U.O.N.)SEECIVIL DRAWINGSFORSTORMWATERTREATMENTAREAS.

2.ROOFTOPPHOTOVOLTAICARRAY(SHOWNDASHED),UNDERSEPARATEPERMIT

3.4"x6"BONDERIZEDMETALFASCIAGUTTER(NOOGEE)SLOPEMIN.1/8"PERFT.

4.CLASS'A'ASPHALTROOFSHINGLES(LIFETIME)

5.ROOFCRICKET

6.CONTINUOUSROOFRIDGEVENT.

7.SUNSHADE(SHOWNDASHEDWHEREOCCURSABOVE).

8.HEAVYTIMBERTRELLIS&POSTS,PAINTED.BONDERIZEDCORRUGATEDMETALOVERUNIT ENTRANCE.(SHOWNDASHEDWHEREOCCURSABOVE).

9.BAYWINDOW(SHOWNDASHEDWHEREOCCURSABOVE).

10.ELECTRICALMETER
10A.FUTUREELECTRICSTORAGESYSTEM(ESS)FORINDIVIDUALUNIT

11.REARLANDING.SEECIVILGRADINGPLANFORMOREINFO.

13.(2)1-HRRATEDWALLSSEPARATINGDWELLINGUNITS.

14.PROPERTYLINE

15.ALLDIMENSIONSMEASUREDTOFACEOFFRAMING(F.O.F.),UNLESSOTHERWISENOTED (U.O.N.)

16.HEATPUMPOUTDOORUNIT.SEEMEPPLANSFORMOREINFO.

17.EVCSREADY,LEVEL2-WALLMOUNTEDRECEPTACLE(ORPEDESTALWHEREOCCURS)

18.BOLLARDLIGHT,TYP.
18A.EXTERIORWALLSCONCE,TYP.

19.WATERSERVICE&FIRESPRINKLERRISER

20.EAVE(SHOWNDASHEDWHEREOCCURSABOVE).

21.PERVIOUSPAVINGDRIVEWAY

22.PERVIOUSPAVINGWALKWAY

23.CONCRETESTEPPERS

24.LANDSCAPE/PLANTING.SEELANDSCAPEPLANSFORMOREINFO.

25.FENCE,SEELANDSCAPEPLANSFORMOREINFO.

26.NOEAVE/ROOFOVERHANGALONGPROPERTYLINE
C
URRENT

ISSUEDATE

REVISIONS

INITIAL

SUBMITTALDATE
SHEETNO.
1743AlcatrazAvenue
Berkeley,CA94703
tel:510.663.9797
fax:510.663.1807
http://www.ghadesign.net
85 WOODSWORTH LANE, PLEASANT HILL, CA
8/5/2025 BUILDING PERMIT # TENTATIVE MAP # SITE DEVELOPMENT PERMIT

DESIGN REVIEW & PLANNING

1.31.27 A1.3

TRASHBIN

STAGINGPLAN
48 48

48.5 48
.5

48.5 48
48 47.5
47 .5
4 7
.
5 48
.
5 48.5

RECYCLE
64 GAL.

LANDFILL
64 GAL.

G
R
E
E
N
-
W
AS
T
E
9 6
G
A
L
.

R
E
C
Y
C
L
E
6 4
G
A
L
.

L
A
N
D
F
I
L
L
6 4
G
A
L
.

G
R
E
E
N
-
W
AS
T
E
9 6
G
A
L
.

R
E
C
Y
C
L
E
6 4
G
A
L
.

L
A
N
D
F
I
L
L
6 4
G
A
L
.

G
R
E
E
N
-
W
AS
T
E
9 6
G
A
L
.

R
E
C
Y
C
L
E
6 4
G
A
L
.

L
A
N
D
F
I
L
L
6 4
G
A
L
.

G
R
E
E
N
-
W
AS
T
E
9 6
G
A
L
.

H/P
W/DH/
P
HWH
ESS
ELEC.

WATER SERV.

SPRINK. RISER
ESS
WDH
/P
HWH
ELEC.

WATER SERV.

SPRINK. RISER
H/P
H/P
W/D
H/P
HWH
ESS
ELEC.

WATER SERV.

SPRINK. RISER
H/P
W/DH/
P
HWH
ESS
ELEC.

WATER SERV.

SPRINK. RISER
1 2
34 WOODS
WOR
TH
LA
NE

TREADWAY LANE

BINSSTOREDINSCREENED

SIDEYARDONNON-SERVICE
DAYSFORUNITS2-4

BINSSTOREDIN

DRIVEWAYON

NON-SERVICEDAYSFOR
UNIT1ONLY

PROPOSEDWASTE,

RECYCLING,&GREENBINS

STAGINGAREAONSERVICE
DAYFORUNIT1ONLY
UNIT1DRIVEWAY

PROPOSEDWASTE,

RECYCLING,&GREENBINS

STAGINGAREAONSERVICE
DAYFORUNITS2-4
SCALE:1/8"=1'-0"
1 A1.3

PROPOSEDWASTE,RECYCLING,&GREENBINSSTAGINGPLAN

PROJECT
NORTH
4-BEDR. UNIT
(VOLUNTARY

ACCESSIBLE
1ST FLOOR)
1 3-BEDR. UNIT
(VOLUNTARY

COMMUNICATIONS

FEATURES)
2 3-BEDR. UNIT
3 4
3-BEDR. UNIT
12 2
12 2
1 2
1 2
3 7
6 9
10 5
13 22 13 13 13
14 12 12 12 22 22 12
11 11 11 11 11
23 2233
5 4
11 CURRENT

ISSUE DATE

REVISIONS

INITIAL

1.31.27 PROPOSED SOUTH ELEVATION (WOODSWORTH LANE)
SCALE: 1/4" = 1'-0"
1 A2.0
± 23'-6"
M
AX. H
EIG
H
T
A.F.G.
12 2
12 2
12 2
12 2
12 2
11 23
14 8
20 18 5
7 3
4 6
PROPOSED WEST ELEVATION - UNIT 1 (TREADWAY LANE)
SCALE: 1/4" = 1'-0"
2 A2.0 A2.0

ELEVATIONS
12 2
12 2
12 2
12 2
12 2
15 19 20 12 7
14 8
5 18
11 23
3 4
19 15 6 6 24 6
PROPOSED EAST ELEVATION - UNIT 2
SCALE: 1/4" = 1'-0"
3 A2.0
ELEVATION NOTES:

1. CLASS 'A' ASPHALT ROOF SHINGLES (LIFETIME)

2. PAINTED WOOD 2x6 FASCIA

3. PAINTED FIBERCEMENT HORIZONTAL SIDING, 'SMOOTH' - 10" EXPOSURE

4. 1x4 & 2x4 TRIM, PAINTED.

5. 'SMOOTH' 1x2 BATTENS @ ± 12" O.C. OVER 'SMOOTH' FIBERCEMENT PANEL, PAINTED. 4' x 9' PANEL (OR 4' x 4' WHERE INDICATED ON ELEVATIONS) W/ BONDERIZED 'Z' FLASH @ HORIZONTAL JOINTS PER MANUF. RECOMMENDATION.

6. FENCE, SEE LANDSCAPE DRAWINGS FOR MORE INFO

7. HEAVY TIMBER TRELLIS & POSTS, PAINTED. BONDERIZED CORRUGATED METAL OVER UNIT ENTRANCE.

8. ROOF CRICKET

9. GARAGE DOOR

10. PROPERTY LINE

11. 4" x 6" BONDERIZED METAL FASCIA GUTTER (NO OGEE) SLOPE MIN. 1/8" PER FT. & 3" Ø

ROUND BONDERIZED METAL DOWNSPOUT TO TIGHTLINE (SEE CIVIL DRAWINGS FOR

STORMWATER TREATMENT AREAS)

12. EXTERIOR WALL MOUNTED LIGHT

13. 6" HIGH ADDRESS NUMBERS ON CONTRASTING BACKGROUND (ILLUMINATED BY PORCH

LIGHT IMMEDIATELY ABOVE)

14. ROOFTOP PHOTOVOLTAIC PANELS (SHOWN DASHED), UNDER SEPARATE PERMIT.

15. ELECTRICAL METER FOR INDIVIDUAL UNIT

16. HEAT PUMP OUTDOOR UNIT.

17. ELECTRIC HEAT PUMP WATER HEATER VENT, DRYER VENT, OR BATH FAN VENT (36" MIN.

CLEAR TO OPENING)

18. PAIRED 2X4 KICK.

19. FUTURE ELECTRIC STORAGE SYSTEM (ESS) FOR INDIVIDUAL UNIT

20. WATER SERVICE & FIRE SPRINKLER RISER

21. PV COMBINER/LOCATER

22. EVCS READY, LEVEL 2 - WALL MOUNTED RECEPTACLE (OR PEDESTAL WHERE OCCURS)

23. PAINTED WOOD SUNSHADE

24. LANDFILL, GREEN WASTE, & RECYCLE BINS
4-BEDR. UNIT
(VOLUNTARY

ADAPTABLE
1ST FLOOR)
1 3-BEDR. UNIT
2 3-BEDR. UNIT
4 3
3-BEDR. UNIT
12 2
1 2
1 2
3 7
10 5
11 11
4 11
6 6 6 6 12 19 15

CURRENT

ISSUE DATE

REVISIONS

INITIAL

1.31.27 PROPOSED NORTH (REAR) ELEVATION
SCALE: 1/4" = 1'-0"
1 A2.1
± 23'-6"
M
AX. H
EIG
H
T
A.F.G.
12 2
12 2 12
2 12
2 12
2 7 12 20 19 15
14 8
5 18
11 23
3 4
6 24 6
PROPOSED WEST ELEVATION - UNIT 3
SCALE: 1/4" = 1'-0"
2 A2.1 A2.1

ELEVATIONS
12 2
12 2
12 2
12 2
15 19 20 12 7
14 8
5 18
11 23
3 4
6 24
PROPOSED EAST ELEVATION - UNIT 4
SCALE: 1/4" = 1'-0"
3 A2.1
ELEVATION NOTES:

1. CLASS 'A' ASPHALT ROOF SHINGLES (LIFETIME)

2. PAINTED WOOD 2x6 FASCIA

3. PAINTED FIBERCEMENT HORIZONTAL SIDING, 'SMOOTH' - 10" EXPOSURE

4. 1x4 & 2x4 TRIM, PAINTED.

6. FENCE, SEE LANDSCAPE DRAWINGS FOR MORE INFO

7. HEAVY TIMBER TRELLIS & POSTS, PAINTED. BONDERIZED CORRUGATED METAL OVER UNIT ENTRANCE.

8. ROOF CRICKET

9. GARAGE DOOR

10. PROPERTY LINE

11. 4" x 6" BONDERIZED METAL FASCIA GUTTER (NO OGEE) SLOPE MIN. 1/8" PER FT. & 3" Ø

ROUND BONDERIZED METAL DOWNSPOUT TO TIGHTLINE (SEE CIVIL DRAWINGS FOR

STORMWATER TREATMENT AREAS)

12. EXTERIOR WALL MOUNTED LIGHT

13. 6" HIGH ADDRESS NUMBERS ON CONTRASTING BACKGROUND (ILLUMINATED BY PORCH

LIGHT IMMEDIATELY ABOVE)

14. ROOFTOP PHOTOVOLTAIC PANELS (SHOWN DASHED), UNDER SEPARATE PERMIT.

15. ELECTRICAL METER FOR INDIVIDUAL UNIT

16. HEAT PUMP OUTDOOR UNIT.

17. ELECTRIC HEAT PUMP WATER HEATER VENT, DRYER VENT, OR BATH FAN VENT (36" MIN.

CLEAR TO OPENING)

18. PAIRED 2X4 KICK.

19. FUTURE ELECTRIC STORAGE SYSTEM (ESS) FOR INDIVIDUAL UNIT

20. WATER SERVICE & FIRE SPRINKLER RISER

21. PV COMBINER/LOCATER

22. EVCS READY, LEVEL 2 - WALL MOUNTED RECEPTACLE (OR PEDESTAL WHERE OCCURS)

23. PAINTED WOOD SUNSHADE

24. LANDFILL, GREEN WASTE, & RECYCLE BINS

CURRENT

ISSUE DATE

REVISIONS

INITIAL

SUBMITTAL DATE
SHEET NO.
1743 Alcatraz Avenue
Berkeley, CA 94703
tel: 510.663.9797
fax: 510.663.1807
http://www.ghadesign.net
2 5
0 C
L
E
AV
E
L
A
N
D
R
O
A
D, P
L
E
A
S
A
N
T
HIL
L, C
A
8/5/2025
B
UIL
DING
P
ER
MIT
#
TEN
TA
TIVE
MA
P
#
SITE
D
E
VEL
O
PM
EN
T
PE
R
MIT
D
ESIG
N
R
E
VIE
W
&
P
L
A
NNING

1.31.27 A3.0
UNIT PLANS -1ST FLOOR
H/P
W/D
H/P
HWH
ESS
ELEC.
1/2 BATH
DIN.

ENTRY
UP
17'-10 3/8"
3'-2" STAIR
(3'-0" TO FIN.)

TRELLIS, DASHED ABOVE
18'-0"
1 5/8"
OFFSET
42'-0"
10'-7 1/2"
3 1/2" T
Y
P. U.O.N.

IN
T. WALL

PARTY WALL (NO

WINDOWS)
1 HR. RATED & 50
STC MIN. SEE
DETAIL 2/A0.4
20'-1 1/2"
5 1/2" T
Y
P. U.O.N.

E
XT. WALL
6'-0" 5'-2"
3'-0"

ROOF OVERHANG, DASHED ABOVE
8'-2 1/2"
11'-7 1/2"
KIT.

LIV.
5'-5 7/8"
1-HR. WALL BTWN

LIVING AND
GARAGE (TYP.)
5 1/2"
REFR.

WINDOW BAY, DASHED ABOVE
16R
@ 7.5"
15T
@ 10.75"
3'-0"
T
O
FIN.
3-BEDR. UNIT
(VOLUNTARY

COMMUNICATIONS FEATURES
1ST FLR INCLUDES GARAGE - 756 SF)

DOOR TO

REAR YARD
SCALE: 1/4" = 1'-0"
2 A3.0
1ST FLOOR PLAN - TOWNHOME 1
(VOLUNTARY ACCESSIBLE 1ST FLOOR)
SCALE: 1/4" = 1'-0"
1 A3.0
1ST FLOOR PLAN - TOWNHOME 3
NOTE: -MIRROR PLAN FOR TOWNHOMES 2 & 4
-TOWNHOME 2 TO INCLUDE VOLUNTARY COMMUNICATION FEATURES -SEE BUILDING PLANS ON SHEET A2.0 FOR PLAN ORIENTATION ESS
W
D
H/P
HWH
ELEC.

H/P
4-BEDR. UNIT
(VOLUNTARY ACCESSIBLE
1ST FLR - 756 SF)
BED. #4
BATH
KIT.

ENTRY
UP
17'-10 3/8"
3'-2" STAIR
(3'-0" TO FIN.)

TRELLIS, DASHED ABOVE
18'-0"
1 5/8"
OFFSET
42'-0"
10'-7 1/2"
3 1/2" T
Y
P. U.O.N.

IN
T. WALL

PARTY WALL (NO WINDOWS)
1 HR. RATED & 50 STC MIN. SEE
DETAIL 2/A0.4
5'-8 3/8"
7'-6 5/8"

WINDOW BAY,

DASHED ABOVE
5 1/2" T
Y
P. U.O.N.

E
XT. WALL
2'-7 7/8"
CLOS.
14'-0"
8'-2"
6'-0 1/2" 3'-4 3/8" 12'-3 3/8"
5 1/2"

WINDOW BAY,

DASHED ABOVE
LIV.

DIN.
16R
@ 7.5"
15T
@ 10.75"
10'-7 1/2" 3'-0"
T
O
FIN.

REFR.
5 1/2"
NOTE: ALL DIMENSIONS TO FACE OF FRAMING, U.O.N.

DN
17'-10 3/8"
18'-0"
1 5/8"
OFFSET
3 1/2" T
Y
P. U.O.N.

IN
T. WALL

PARTY WALL (NO

WINDOWS)
1 HR. RATED & 50
STC MIN. SEE
DETAIL 2/A0.4
5 1/2" T
Y
P. U.O.N.

E
XT. WALL
16R
@ 7.5"
15T
@ 10.75"
2'-0"
6'-9 1/2" 13'-6"
2'-2"
8'-1" 8'-6 7/8"
34'-0"
15'-5"
2'-2"
6'-5"
5 1/2"
10'-6"
2'-2 5/8"
CLOS.
3'-2"
(3' 0" TO FIN.) 2'-0"
E
AV
E
1'-0"
EAVE
BED. #1
BED. #2 BED. #3
BATH
3-BEDR. UNIT
(2ND FLR - 624 SF)

TRELLIS, BELOW

WINDOW BAY
CORRUG. MTL.

PORCH ROOF
BELOW
ROOF

OVERHANG, DASHED ABOVE

ROOF BELOW
2:12
7'-6 1/2" 5'-10 1/2"
2'-0"

CURRENT

ISSUE DATE

REVISIONS

INITIAL

1.31.27 A3.1
UNIT PLANS -2ND FLOOR
DN
17'-10 3/8"
18'-0"
1 5/8"
OFFSET
3 1/2" T
Y
P. U.O.N.

IN
T. WALL

PARTY WALL (NO

WINDOWS)
1 HR. RATED & 50
STC MIN. SEE
DETAIL 2/A0.4
5 1/2" T
Y
P. U.O.N.

TRELLIS,
BELOW

WINDOW BAY

SUNSHADE, DASHED ABOVE
CORRUG. MTL. PORCH ROOF
BELOW
ROOF

OVERHANG, DASHED ABOVE
2:12

ROOF BELOW
SCALE: 1/4" = 1'-0"
2 A3.1
2ND FLOOR PLAN - TOWNHOME 1
SCALE: 1/4" = 1'-0"
1 A3.1
2ND FLOOR PLAN - TOWNHOME 3
NOTE: -MIRROR PLAN FOR TOWNHOMES 2 & 4 -TOWNHOME 2 TO INCLUDE VOLUNTARY COMMUNICATION FEATURES -SEE BUILDING PLANS ON SHEET A2.0 FOR PLAN ORIENTATION
WINDOW BAY @
UNIT 4 ONLY
SEE 1/A3.1
(MIRRORED)

FOR BALANCE

OF NOTES
7'-6 1/2" 5'-10 1/2"
2'-0"
SCALE: 1/4" = 1'-0"
1A
A3.1
PARTIAL 2ND FLOOR PLAN @ BAY
WINDOW - TOWNHOME 4 (ONLY)
NOTE: ALL DIMENSIONS TO FACE OF FRAMING, U.O.N.

NOTE:

FOR CONSTRUCTION STAKING

SCHEDULING OR QUOTATIONS

PLEASE CONTACT ALEX ABAYA

AT LEA & BRAZE ENGINEERING
(510)887-4086 EXT 116.
[email protected]

NOTE:

FOR CONSTRUCTION STAKING

SCHEDULING OR QUOTATIONS

PLEASE CONTACT ALEX ABAYA

AT LEA & BRAZE ENGINEERING
(510)887-4086 EXT 116.
[email protected]
NOTE:

FOR CONSTRUCTION STAKING

SCHEDULING OR QUOTATIONS

PLEASE CONTACT ALEX ABAYA

AT LEA & BRAZE ENGINEERING
(510)887-4086 EXT 116.
[email protected]
” ”
NOTE:

FOR CONSTRUCTION STAKING

SCHEDULING OR QUOTATIONS

PLEASE CONTACT ALEX ABAYA

AT LEA & BRAZE ENGINEERING
(510)887-4086 EXT 116.
[email protected]
”
NOTE:

FOR CONSTRUCTION STAKING

SCHEDULING OR QUOTATIONS

PLEASE CONTACT ALEX ABAYA

AT LEA & BRAZE ENGINEERING
(510)887-4086 EXT 116.
[email protected]

DATUM ELEV

30.00 DATUM ELEV

30.00 NOTE:

FOR CONSTRUCTION STAKING

SCHEDULING OR QUOTATIONS

PLEASE CONTACT ALEX ABAYA

AT LEA & BRAZE ENGINEERING
(510)887-4086 EXT 116.
[email protected]

L-1 85 WOODSWORTH LANE, PLEASANT HILL, CA

07.31.2025

LANDSCAPE PLAN
1 1
2 2
3 3
3 4
4 4
5 5
5 6
6 6
6 7
7 8
8 9
9 10
11 12
12 11
10 3 4 5 6 8 9 10

PLANTING AREA, TYP

LANDSCAPED MEDIAN AT WOODSWORTH LANE, TREES TO

MATCH ADJACENT MEDIAN

PERMEABLE PAVERS, TYP

PERMEABLE PAVERS AT DRIVEWAYS, VEHICULAR RATED, TYP

CONCRETE STEPPERS, TYP
6’ HEIGHT WOOD PRIVACY FENCE
6’ HEIGHT WOOD GATE, TYP
5’ HEIGHT WOOD PRIVACY FENCE
3’ HEIGHT WOOD & WELDED WIRE MESH FENCE WITH VINE

PLANTING, TYP

BOLLARD LIGHT, TYP

PRIVATE PATIO

VISION TRIANGLE, TYP, SAD
NOTE: BACKYARDS BY RESIDENTS
LEGEND
L-2 85 WOODSWORTH LANE, PLEASANT HILL, CA

07.31.2025

PRELIMINARY PLANT PALETTE
Anigozanthos ‘Bush Ranger’ Arctostaphylos ‘Howard McMinn’ Bulbine frutescens Ceanothus ‘Skylark’ Limonium perezii
Cistanthe grandiflora Dietes bicolor
Pittosporum tobira ‘Wheeler’s Dwarf’ Penstemon ‘Margarita Bop’ Rhamnus californica ‘Eve Case’ Rosmarinus ‘Tuscan Blue’ Cotoneaster ‘Coral Beauty’ Hardenbergia violacea
Lomandra longifolia Breeze’
Arbutus ‘Marina’ Lagerstroemia ‘Muskogee’
Lantana
IRRIGATION NOTE:

IRRIGATION SYSTEM TO BE FULLY AUTOMATIC WEATHER-BASED
SYSTEM UTILIZING A WEATHER-BASED MOISTURE SENSOR.

IRRIGATION TO BE IN ACCORDANCE WITH CITY OF PLEASANT HILL REGULATIONS AND REQUIREMENTS, CALIFORNIA GREEN BUILDING STANDARDS CODE, AND THE STATE WATER ORDINANCE.

TREES
SHRUBS

GROUNDCOVERS VINES

Pleasant Hill City CouncilMay 4, 2026

Pleasant Hill City Council
May 4, 2026