PREMISES
Aerial Site
Map
Aerial Donation Pathway
DONATION DROP OFF AREA
GOODWILL LOADING/COMPACTOR
Circulation Plan
Donation Drop O\ Area
(05
–
New door installation and landing)
22.82'
01 PROPERTY LINE
02 04
03 DONATION
DROP-OFF
MECHANICAL
ROOM
PRODUCTION
ROOM
LOUNGE
MANAGER'S
OFFICE
STORAGE
STORAGE
IT
JAN.
SALES
PARCEL 3
[103 PM 21]
4.456± ACRES
N 84°55'00" E
214.00'
N 05°05'00" W
98.16'
N 05°05'00" W
225.73'
N 84°55'00" E
101.13'
N 05°05'00" W
140.75'
N 79°50'00" E
24.09'
1551 SYCAMORE AVENUE
EXISTING ONE STORY BUILDING
05 PROPOSED GOODWILL SITE
P:\SNR\25\6024\00\Civil\CAD\Sheets\CD\SNR25-6024_Grading Plan.dwg
12/09/2025 10:23 AM
SYOWAKIM
1:1
SITE / GRADING PLAN
C2.0
0 SCALE: 1" =
5 10
20 10'
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET
PA / PM:
JOB NO.:
DESIGNED:
REMARKS
DATE
NO.
Sheet
of
FOR AND ON BEHALF
OF WARE MALCOMB
DATE:
PLOT DATE:
PLOT DATE:
suite 300
4683 chabot dr
pleasanton, ca 94588
p 925.244.9620
waremalcomb.com
C I V I L E N G I N E E R I N G
SITE IMPROVEMENTS
GOODWILL HERCULES
1551 SYCAMORE AVENUE
HERCULES, CA
SNR25-6024
MM
SY
DEC. 02, 2025
NOT FOR CONSTRUCTION
12/09/25
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N
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A
No. 43696
M
I
C
H
A
E
L
G
.
M
U
R
P
H
Y
CONSTRUCTION NOTES
TRUCK TURN TO EXISTING DOCK AREA
PROPOSED TRASH COMPACTOR AND RAMP BY
OTHERS. COMPACTOR TO BE INSTALLED ON
STEEL SUPPORT STRUCTURE PROVIDED BY
OTHERS
DROP OFF AREA
CAR STACKING AREA
PROPOSED 4' WIDE CONCRETE LANDING FOR
STANLEY SLIDING DOOR
01 02
03 04
05 Project Description
–
1551 Sycamore Avenue, Hercules, CA
Goodwill is seeking approval to occupy an existing 31,631 SF retail building at 1551 Sycamore Avenue within an existing shopping center located within the Community Commercial (CC) zoned district (See Exhibit A).
No additional square footage will be added
to the Premises. The use is defined as the operation of a retail store selling new and used donated items such as clothing, household items, furniture and other general retail items such as those listed in the definition of “General Retail” in DMC Sec. 18.
34.030, which is a
conditionally permitted use at this site.
No alcoholic beverages will be provided or served.
Hours of
operation are from 9:00 am
–
9:00 pm
, with employee shifts beginning at 8:00 am. Approximately 31 employees would be hired for this location with 14 is the maximum number of employees expected during a shift.
No outdoor activities
are anticipated other than donation collections.
The entitlements Goodwill is
seeking are as follows:
•
Use Permit for retail use, and for drive
-
up donation activities
•
Design Review for commercial uses
Goodwill will require space in the rear of the building to be dedicated to a donation drop o\ area for customers, see Exhibits B, C, D & E. The scope of work for this area will require a sawcut opening for the installment of a 12’ x 8’ set of sliding doub
le doors, and a proposed 4” wide concrete landing as shown on Exhibit “ Per the CC&R’s that the shopping mall is subject to, Goodwill and Brandenburg Properties have received the
formal
consent from Home Depot
(See
Exhibit I)
for the donation drop o\ area location. While
queuing of multiple cars is not anticipated for the donation drop o\ area as turnaround time is less than one minute, if queuing were to occur, there would be room behind the car occupying the donation space for 4 or
more cars without infringing on any marked parking spots or drive aisles.
The scope of work for the interior of the space does not require demolition of existing walls separating the back of house area to the sales floor area, except for where demolition is required in relation to the ADA upgrades of the two existing restrooms.
Existing ceiling grid and tiles to remain, existing walls to be painted, and existing T
-
8 lighting fixtures will be replaced with retrofit tubes and meet Title 24 requirements.
Proposed signage for the existing panels on the two existing monument signs and the façade signage will be replaced with text referencing the Goodwill store. The only new sign being proposed is in relation to the donation drop o\ area located at the rear
of the building, See Exhibit F .
Additional signage proposed:
•
Sign with backer (largest allowed per code) located on façade of building
(See Exhibit F)
•
Temporary “Coming Soon” , “Grand Opening” , “Now Hiring” and “Now Open” banners (See
Exhibit F)
•
Donation Door Signage (See Exhibit
G)
•
Asphalt Painting (See Exhibit H)
The existing loading dock at the rear of the building will be reused by Goodwill. New construction, in this area, will include a new trash compactor and pad. See enclosed Civil drawings sheet C3.0 for location.
Project Description
GSFB Neighborhood Flyer
Goodwill Operations and Donation Processes
Goodwill
of
the
San
Francisco
Bay
2626
W
Beryl
Avenue
Phoenix, AZ 85021
Goodwill
Operational
Processes
and
Commitment
to
Shopping
Center
Standards
Goodwill
is
committed
to
being
a
strong
partner
and
good
neighbor
within
every
shopping
center
we
occupy.
We
recognize
the importance of maintaining the overall presentation and image of the property, and we have established a series of operational
processes
designed
to
ensure
a
clean,
professional,
and
well
-
managed
environment.
For additional context, a folder of marketing materials has been provided, along with two video links that showcase the appearance
of
a
typical
Goodwill
store,
our
operational
procedures,
and
testimonials
from
industry
professionals.
While
much
of
the
current
material
highlights
Goodwill
of
Central
Arizona,
updated
marketing
will
soon
be
developed
for
Goodwill
of
the
San
Francisco
Bay
(GSFB).
This
location
will
be
featured
prominently
in
those
materials
and
promoted
nationally.
Donation
Operations
•
Donation
Drop
-
O.
Area:
Goodwill
will
utilize
the
existing
rear
roll
-
up
door
connected
to
the
loading
dock
as
the
designated Donation Drop OI Area.
•
Signage:
Directional
signage
and
striping
will
be
provided
throughout
the
center,
subject
to
review
and
approval
in
the
formal
signage
package.
Signage
will
clearly
state
that
donations
are
accepted
only
during
operating
hours
and
are
posted
at
the
Donation
Drop
OI
Area
doors.
A
mockup
of
this
signage
will
be
provided
at
a
later
date.
•
Hours
of
Operation:
Donations
will
be
accepted
during
business
hours
only,
Monday
through
Sunday,
9:00
AM
–
9:00
PM.
A
dedicated
Donation
Attendant
will
be
present
at
all
times
during
these
hours.
Security
and
Monitoring
•
Tinted
Doors:
The
donation
drop
-
oI
doors
will
be
tinted
to
prevent
public
visibility
into
the
back
-
of
-
house
area
while
allowing
staI
to
maintain
visibility
outside.
•
24/7
Video
Monitoring:
The
donation
area
will
be
monitored
with
live
-
streamed
video
surveillance
at
all
times.
•
After
-
Hours Deterrents:
A speaker system connected to live attendants will deter after -
hour drop
-
oIs by
instructing customers to return during operating hours. While no system can completely prevent noncompliance, this approach has proven highly eIective at other Goodwill locations.
•
Morning
Clean
-
Up:
In
the
rare
event
items
are
left
overnight,
employees
arriving
prior
to
opening
will
remove
them
1 –
2 hours
before
store
operations
begin.
Donation
Handling
and
Cleanliness
•
No Outside Storage:
No donations or products will be left outside overnight. Even during business hours, attendants
collect
donations
directly
from
customers’
vehicles,
ensuring
items
never
accumulate
outside.
•
Motion
-
Censored
Door:
The
donation
door
is
equipped
with
a
motion
sensor
and
chime,
alerting
the
attendant
to
greet
and
assist
customers
promptly,
within
a
few
second
window.
•
On
-
Site Compactor:
A compactor located in the truck well will handle all trash, ensuring the area remains clean, orderly, and free of debris.
Mission Services Goodwill of the San Francisco Bay (GSFB) has a long-standing history of excellence in Workforce Development. Through our ABCs of Workforce Development, we empower individuals to secure A job, move into a Better job, and ultimately achieve a sustainable and rewarding Career. Our approach is highly individualized. We work one-on-one with clients to create tailored development plans, provide access to supportive services, connect them with education and training opportunities, and, when needed, oIer behavioral health case management. This comprehensive model ensures that each person we serve has the tools, resources, and support to succeed. While Workforce Development is at the heart of our work, our mission extends far beyond it. By strengthening and optimizing our retail operations, we are creating opportunities to expand the scope of our community impact. Future initiatives include: • No-Cost Adult High Schools to provide second-chance educational opportunities. • Innovative K–12 Microschools designed to oIer personalized, future-ready learning. • Veteran Resource Centers to honor and support those who have served. These programs reflect our commitment to building pathways for long-term success and resilience across the communities we serve. As a nonprofit, we embrace the principle: “no margin, no mission.” To sustain and grow our mission impact, we must continue to invest in our retail division. A strong retail foundation generates the operational margin necessary to reinvest in mission-driven programs. This is especially critical today as government funding for nonprofits continues to evolve and, in many cases, decline. By expanding and optimizing our retail operations, Goodwill of the San Francisco Bay is not only ensuring the sustainability of our existing programs but also paving the way for innovative new initiatives that will serve our community for generations to come.
X
Goodwill
1551 Sycamore Ave Hercules, CA 94547 SS Rob Frazier
OWNER
OWNER APPROVAL
6-16-26
Goodwill -6-16-26
X
Goodwill
SS Rob Frazier
OWNER
OWNER APPROVAL
47”
36” 19’-9”
32.5”
25’-6”
55”
1551 Sycamore Ave Hercules, CA 94547
154.17 Sq. Ft.
Goodwill copy on logo to be routed out and
backed with white acrylic.
60”
46”
30’-10”
41.7”
Fascia
Painted Goodwill brown.
6-16-26
Goodwill -6-16-26
X
Goodwill
SS Rob Frazier
OWNER
OWNER APPROVAL
33.92 Background panel to be 2” deep aluminum frame
with aluminum face surface.
Montex textured finish painted Dunn Edwards De6077 “Deep Brown” AROUND
BACK
Fabricate and install one set of
lighted reverse pan channel letters.
Letters to be brushed aluminum with
3” deep returns.
Peg off background 2”.
All backlit with white LED’s.
Directional
Signage
1551 Sycamore Ave Hercules, CA 94547
6-25-26
Goodwill -6-16-26
37”
132”
16”
9”
X
Goodwill
SS Rob Frazier
OWNER
OWNER APPROVAL
Fabricate and install one set of halo-lit
reverse pan channel letters.
Letters to be brushed aluminum.
Letters to have 3” returns.
Peg off background 2”.
All back-lit with white LED’s.
Background panel to be 2” deep aluminum frame
with aluminum face surface.
Montex textured finish painted Dunn Edwards De6077 “Deep Brown” 28 C
Directional
Signage
1551 Sycamore Ave Hercules, CA 94547
6-16-26
Goodwill -6-16-26
X
Goodwill
1551 Sycamore Ave Hercules, CA 94547 SS Rob Frazier
OWNER
OWNER APPROVAL
Fabricate and install 2 new white lexan faces.
Cut size to be 62.75” x 179.38”.
Visible opening 60” x 174.25”.
Background painted to match Dunn Edwards “Deep Brown” DE6077.
Inset copy to be Wrisco brushed aluminum with horizontal brush.
Outline around copy and logo to show through to white lexan. 6-16-26
Goodwill -6-16-26
X
Goodwill
SS Rob Frazier
OWNER
OWNER APPROVAL
Fabricate and install 2 new white lexan faces.
Cut size to be 32.125” x 67.125”.
Visible opening 28” x 65.75”.
Background painted to match Dunn Edwards “Deep Brown” DE6077.
Inset copy to be Wrisco brushed aluminum with horizontal brush.
Outline around copy and logo to show through to white lexan. 1551 Sycamore Ave Hercules, CA 94547
6-16-26
Goodwill -6-16-26
X
Goodwill
SS Rob Frazier
OWNER
OWNER APPROVAL
Fabricate and install 2 new Reverse pan panels.
Size is 18.25” tall x 91.5” x 2” deep.
Background painted to match Dunn Edwards “Deep Brown” DE6077.
Rout copy and back with white acrylic.
Inset copy to be Wrisco brushed aluminum with horizontal brush.
Outline around copy and logo to show through to white lexan. 1551 Sycamore Ave Hercules, CA 94547
6-16-26
Goodwill -6-16-26
X
Goodwill
SS Rob Frazier
OWNER
OWNER APPROVAL
1551 Sycamore Ave Hercules, CA 94547
Fabricate and install 2 new Reverse pan panels.
Size is 18.25” tall x 91.5” x 2” deep.
Background painted to match Dunn Edwards “Deep Brown” DE6077.
Rout copy and back with white acrylic.
Inset copy to be Wrisco brushed aluminum with horizontal brush.
Outline around copy and logo to show through to white lexan. 34”
36”
16.5”
19.5”
Fabricate and install one Single-sided directional sign. 1/8” thick face panel to be painted to match Dunn Edwards De6077 “Deep Brown”. 2” square aluminum tube supports to be painted to match Dunn Edwards De6151 “Warm Butterscotch”.
Copy to be brushed alum vinyl, with white outlines as shown.
Note: Top of posts to be capped. Posts extend into ground 18” for concrete footing.
West view South view
6-16-26
Goodwill -6-16-26
3.9 Sq Ft.
X
Goodwill
SS Rob Frazier
OWNER
OWNER APPROVAL
1551 Sycamore Ave Hercules, CA 94547
2-13-26
Goodwill -2-13-26
Exhibit H – Asphalt Paint Exhibit
CO2
F.E.
R
MECHANICAL
ROOM
PRODUCTION
ROOM
LOUNGE
MANAGER'S
OFFICE
STORAGE
STORAGE
IT
JAN.
SALES
905
COMPACTOR
QUIET RM.
+/- 6'-1" X
8'-1 1/2"
+/- 16'-11" X 17'-9"
+/- 7'-7"
X 6'-4"
+/- 7'-7" X 6'-4"
906
+/- 11'-7"
X 19'-58" +/- 11'-7" X 9'-10"
+/- 11'-7" X 9'-11"
WOMEN'S RR
MEN'S RR
905
STORAGE
TRAILER
NEW DONATION DROP-OFF
AUTOMATIC SLIDING DOOR
EXISTING AUTOMATIC
SLIDING FRONT DOOR
EXISTING AUTOMATIC
SWING DOORS
WALL LEGEND
EXISTING PARTITION, TO
REMAIN
NEW PARTITION
AREA ANALYSIS :
BOH +/- 9,628 SF
SALES FLOOR +/- 21,202 SF
+/- 30,830 SF
0 4' 8' 16'
1/8"=1' -0"
PAGE
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification. 04/16/2025
SPACE PLAN
GOODWILL - HERCULES
1551 SYCAMORE AVENUE
HERCULES, CA 94547
SP1
SCHEME: 01
GENERAL NOTES:
1. PROTECT FLOORING THROUGHOUT DURING CONSTRUCTION,
U.O.N. REPLACE DAMAGED EXISTING VCT AND PREPARE
SURFACE TO RECEIVE NEW FINISH.
2. PROVIDE LOCKSETS FOR DOORS FACING PUBLIC SIDE AS
REQUIRED.
3. PROVIDE ALTERNATE FOR NEW LIGHTS TO REPLACE ALL
EXISTING T-8 FIXTURES WITH RETROFIT TUBES.
4. EXISTING CEILING GRID AND TILES TO REMAIN. PATCH REPAIR AS REQUIRED. WHERE THERE IS WATER DAMAGE AND MOLD,
ROOF LEAK REMEDIATION IS REQUIRED BEFORE NEW
CONSTRUCTION TO BEGIN. REPLACE GRID AND TILES AS
REQUIRED.
KEYNOTES:
905 EXISTING CURB TO REMAIN.
906 EXISTING TRENCH DRAIN TO REMAIN.
273'-8 1/4"
222'-3 1/2"
188'-9 1/4"
SEPARATION OF EXITS
OVERALL DIAGONAL
DIAGONAL OF SALES FLOOR
PATH OF EGRESS TRAVEL
EGRESS 1:
EXISTING AUTOMATIC
SLIDING FRONT DOOR
EGRESS 2:
EXISTING AUTOMATIC
SWING DOORS
EGRESS 3:
(EMERGENCY ONLY)
SINGLE 36" HOLLOW
METAL DOOR
BI-PARTING SLIDING AUTOMATIC
DOOR.
60.3" WIDE X 83" HIGH
CLEAR DOOR OPENING
NEW CONCRETE WALKWAY ACCESS
TO DOOR - SEE CIVIL DRAWINGS.
PARCEL 2[103 PM 21]PARCEL 3[103 PM 21]4.456± ACRESN 84°55'00" E 214.00'
N 05°05'00" W98.16'
N 05°05'00" W225.73'
N 84°55'00" E
101.13'
S 39°30'16" E110.83'
S 06°22'23" E226.21' N 05°05'00" W140.75'N 79°50'00" E24.09' FND REBAR/CAP"LS 8501"
FND BRASS CAP"LS 8501"
1551 SYCAMORE AVENUEEXISTING ONE STORY BUILDING
65.7'
190.1'
160.0'
40.4'
22'x8' CAR SPACETYPICAL
UNIT AREA 31,575 SF ±
30'±
PROPOSED DROP-OFF LOCATIONSEE SHEET C3.0
25.7'
P:\SNR\25\6024\00\Civil\CAD\Sheets\CD\SNR25-6024_Existing Conditions Plan.dwg 04/09/2026 3:38 PM SYOWAKIM 1:1
EXISTING CONDITIONS
C2.00SCALE: 1" = 15306030'
SURVEYOR NOTES
POST INDICATOR VALVEBACK FLOW PREVENTERCATCH BASIN / DROP INLETWATER METERFIRE DEPARTMENT CONNECTION FENCE
PROPERTY LINELEGEND - EXISTING
OVERHEADSANITARY SEWERRETAINING WALL
SIGN
VALVE
FIRE HYDRANT
FOUND MONUMENT AS NOTED
CENTERLINE
UTILITY POLE W/ GUY WIRE
BOLLARD LIGHT
SANITARY SEWER MANHOLE
STORM DRAINWATER
ADJACENT PROPERTY LINE
STORM DRAIN MANHOLEGAS METER
BUILDING LINE W/ DOOR
TRANSFORMER
CLEAN OUT
EDGE OF PAVEMENT
MONUMENT LINEBUILDING OVERHANGFOUND IRON PIPE OR AS NOTED
UTILITY BOX (SIZE VARIES)
STREET LIGHTLIGHT
CONCRETEINDEX CONTOURCONTOURCURB
TREE W/ SIZE AND ELEVATION
CURB & GUTTER
SPOT ELEVATION
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET
PA / PM:JOB NO.:DESIGNED:REMARKSDATENO.
Sheetof
FOR AND ON BEHALFOF WARE MALCOMB
DATE:PLOT DATE:PLOT DATE: suite 3004683 chabot drpleasanton, ca 94588p 925.244.9620waremalcomb.com C I V I L E N G I N E E R I N G SITE IMPROVEMENTSGOODWILL HERCULES 1551 SYCAMORE AVENUEHERCULES, CA SNR25-6024MMSYDEC. 02, 2025
6 103/03/2026CUP COMMENTS
NOT FOR CONSTRUCTION
01-21-2026 R E G I S T E R E D P R O F E S S I O N A L E N G I N E E RC I V I LS T A T E O F C A L I F O R N I ANo. 43696M I C H A E L G. M U R P H Y
1.All distances shown hereon are in U.S. Survey feet and decimals thereof.2.This boundary and easements shown on this survey was based solely on thefollowing recorded documents:Parcel Map 477-82 filed for record on October 26, 1982 in Book 103 of Parcel Mapsat Page 21, Contra Costa County Records.No liability is assumed for matters of record not shown on said document that mayaffect the boundary lines, exceptions, or easements affecting the property.3.The types, locations, sizes and/or depths of existing underground utilities as shownon this topographic survey were obtained from sources of varying reliability. Thecontractor is cautioned that only actual excavation will reveal the types, extent, sizes,locations and depths of such underground utilities. (A reasonable effort has beenmade to locate and delineate all unknown underground utilities.) However, thesurveyor can assume no responsibility for the completeness or accuracy of itsdelineation of such underground utilities which may be encountered, but which arenot shown on these drawings.4.A.P.N.:406-140-003-45.Basis of Bearings:The bearing of North 80°00'00" East taken on the monument line of SycamoreAvenue as shown on that certain Parcel Map 477-82 filed for record on October 26,1982 in Book 103 of Parcel Maps at Page 21, Contra Costa County Records wastaken as the Basis of all Bearings shown hereon.6.Benchmark:NGS CORS Station: OHLNElevation: 105.70 feet (GPS Observed) (Datum) NAVD 19887.Flood Zone Note:The subject property is shown on the Federal Emergency Management AgencyFlood Insurance Rate Map, Community Panel Number 060434 0044 H, March 21,2017, as being located in Flood Zone "X";Areas of determined to be outside the 0.2% annual chance flood.Information was obtained from the FEMA website (www.fema.gov) on December 02,2025. 2 PARCEL 1[127 PM 35]
PARCEL 1[220 PM 19]
PARCEL 2[220 PM 19]
PARCEL 10[103 PM 21]
PARCEL 1[103 PM 21]
PARCEL 2[103 PM 21]PARCEL 3[103 PM 21]4.456± ACRES1551 SYCAMORE AVENUEEXISTING ONE STORY BUILDING
65.7'
190.1'
160.0'
40.4'
22'x8' CAR SPACETYPICAL
UNIT AREA 31,575 SF ±
55'±
30'±
30'±
30'±
30'±
65'±
30'±
PROPOSED DROP-OFF LOCATIONSEE SHEET C3.0
25.7'
P:\SNR\25\6024\00\Civil\CAD\Sheets\CD\SNR25-6024_Existing Conditions Plan.dwg 04/10/2026 8:32 AM SYOWAKIM 1:1
EXISTING CONDITIONS - FIRE ACCESS
C2.10SCALE: 1" = 15306030'
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET
PA / PM:JOB NO.:DESIGNED:REMARKSDATENO.
Sheetof
FOR AND ON BEHALFOF WARE MALCOMB
DATE:PLOT DATE:PLOT DATE: suite 3004683 chabot drpleasanton, ca 94588p 925.244.9620waremalcomb.com C I V I L E N G I N E E R I N G SITE IMPROVEMENTSGOODWILL HERCULES 1551 SYCAMORE AVENUEHERCULES, CA SNR25-6024MMSYDEC. 02, 2025
6 103/03/2026CUP COMMENTS
NOT FOR CONSTRUCTION
01-21-2026 R E G I S T E R E D P R O F E S S I O N A L E N G I N E E RC I V I LS T A T E O F C A L I F O R N I ANo. 43696M I C H A E L G. M U R P H Y 3 HOME DEPOT
SYCAMORE AVE
PROPOSED GOODWILL SITE
POST INDICATOR VALVEBACK FLOW PREVENTERCATCH BASIN / DROP INLETWATER METERFIRE DEPARTMENT CONNECTION FENCE
PROPERTY LINELEGEND - EXISTING
OVERHEADSANITARY SEWERRETAINING WALL
SIGN
VALVE
FIRE HYDRANT
FOUND MONUMENT AS NOTED
CENTERLINE
UTILITY POLE W/ GUY WIRE
BOLLARD LIGHT
SANITARY SEWER MANHOLE
STORM DRAINWATER
ADJACENT PROPERTY LINE
STORM DRAIN MANHOLEGAS METER
BUILDING LINE W/ DOOR
TRANSFORMER
CLEAN OUT
EDGE OF PAVEMENT
MONUMENT LINEBUILDING OVERHANGFOUND IRON PIPE OR AS NOTED
UTILITY BOX (SIZE VARIES)
STREET LIGHTLIGHT
CONCRETEINDEX CONTOURCONTOURCURB
TREE W/ SIZE AND ELEVATION
CURB & GUTTER
SPOT ELEVATION
FIRE ACCESS
AMERICA TIRE
EXIST. POSTOFFICE EXISTING RETAIL TENANTSEXIST. BANKOF AMERICA
EXISTING RETAIL TENANTS
EXIST. FASTFOODRESTURANTNOTE: SEE SHEET C3.0 FORPROPOSED GOODWILL SITELOCATION DETAILS.
22.82'
01 PROPERTY LINE
02 040305
PROPOSED GOODWILL SITEPARCEL 3[103 PM 21]4.456± ACRES1551 SYCAMORE AVENUEEXISTING ONE STORY BUILDING
10.00'
25.0'
5.7'
5.1'
FF 80.10(SLIDING DOOR)FS 80.05
FS 78.13(ME)
FS 78.20
FS 78.20(ME)FS 78.10(ME)
7.4%
FS 78.56 (ME)FS 78.66 (ME)
FS 78.15 (ME)
07 06
08 EXISTING DOOR
25.51'
30.80'
EXISTING TRAFFIC FLOW
EXISTING DOOR
EXISTING DOOR
EXISTING DOOR
EXISTING DOOR
P:\SNR\25\6024\00\Civil\CAD\Sheets\CD\SNR25-6024_Grading Plan.dwg 04/09/2026 4:45 PM SYOWAKIM 1:1
SITE / GRADING PLAN
C3.0
0SCALE: 1" = 5102010'
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET
PA / PM:JOB NO.:DESIGNED:REMARKSDATENO.
Sheetof
FOR AND ON BEHALFOF WARE MALCOMB
DATE:PLOT DATE:PLOT DATE: suite 3004683 chabot drpleasanton, ca 94588p 925.244.9620waremalcomb.com C I V I L E N G I N E E R I N G SITE IMPROVEMENTSGOODWILL HERCULES 1551 SYCAMORE AVENUEHERCULES, CA SNR25-6024MMSYDEC. 02, 2025
6 103/03/2026CUP COMMENTS
NOT FOR CONSTRUCTION
01-21-2026 R E G I S T E R E D P R O F E S S I O N A L E N G I N E E RC I V I LS T A T E O F C A L I F O R N I ANo. 43696M I C H A E L G. M U R P H Y CONSTRUCTION NOTESEXISTING TRUCK DOCK LOADING AREA TOREMAIN.PROPOSED TRASH COMPACTOR AND RAMP BYOTHERS. COMPACTOR TO BE INSTALLED ONSTEEL SUPPORT STRUCTURE PROVIDED BYOTHERSDROP OFF AREACAR STACKING AREAPROPOSED 5' WIDE CONCRETE LANDING & RAMPWITH RAILING FOR STANLEY SLIDING DOORMATCH AND DOWEL TO EXISTING CONCRETESEE DETAIL ON SHEET C5.0INSTALL POLLARDS SEE DETAIL ON SHEET C5.0INSTALL CONCRETE LANDING PAD. SEE DETAILON SHEET C5.0. 0102030405060508
4 PARCEL 2[103 PM 21]PARCEL 3[103 PM 21]4.456± ACRES
11 42
3 P:\SNR\25\6024\00\Civil\CAD\Sheets\CD\SNR25-6024_Erosion Control Plan.dwg 04/09/2026 4:50 PM SYOWAKIM 1:1
EROSION CONTROL PLAN
C4.0
0SCALE: 1" = 15306030'
FIBER ROLL / SILT FENCE BARRIER SEE DETAIL B ON THIS HSEET123CONCRETE WASH OUT AREA SEE DETAIL A ON THIS SHEET4
EROSION CONTROL LEGEND INLET PROTECTION SEE DETAIL A FOR FIELD INLET ANDDETAILS C & D ON THIS SHEET
MATERIAL STORAGE AREA
EROSION CONTROL NOTESA.GRADING PLANS SHALL BE DESIGNED WITH LONG-TERM EROSION AND SEDIMENT CONTROL ASA PRIMARY CONSIDERATION.B.NO GRADING OPERATIONS SHALL BE CONDUCTED DURING THE RAINY SEASON EXCEPT UPONA CLEAR DEMONSTRATION, TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS, THATAT NO STAGE OF THE WORK WILL THERE BE ANY SUBSTANTIAL RISK OF INCREASED SEDIMENTDISCHARGE FROM THE SITE.C.SHOULD GRADING BE PERMITTED DURING THE RAINY SEASON, THE SMALLEST PRACTICABLEAREA OF ERODIBLE LAND SHALL BE EXPOSED AT ANY ONE TIME DURING GRADINGOPERATIONS AND THE TIME OF EXPOSURE SHALL BE MINIMIZED.D.NATURAL FEATURES, INCLUDING VEGETATION, TERRAIN, WATERCOURSES AND SIMILARRESOURCES SHALL BE PRESERVED WHEREVER POSSIBLE. LIMITS OF GRADING SHALL BECLEARLY DEFINED AND MARKED TO PREVENT DAMAGE BY CONSTRUCTION EQUIPMENT.E.PERMANENT VEGETATION AND STRUCTURES FOR EROSION AND SEDIMENT CONTROL SHALLBE INSTALLED AS SOON AS POSSIBLE.F.ADEQUATE PROVISION SHALL BE MADE FOR LONG-TERM MAINTENANCE OF PERMANENTEROSION AND SEDIMENT CONTROL STRUCTURES AND VEGETATION.G.NO TOPSOIL SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE DIRECTED ORAPPROVED BY THE DIRECTOR OF PUBLIC WORKS. TOPSOIL OVERBURDEN SHALL BESTOCKPILED AND REDISTRIBUTED WITHIN THE GRADED AREA AFTER ROUGH GRADING TOPROVIDE A SUITABLE BASE FOR SEEDING AND PLANTING. RUNOFF FROM THE STOCKPILEDAREA SHALL BE CONTROLLED TO PREVENT EROSION AND RESULTANT SEDIMENTATION OFRECEIVING WATER.H.RUNOFF SHALL NOT BE DISCHARGED FROM THE SITE IN QUANTITIES OR AT VELOCITIESSUBSTANTIALLY ABOVE THOSE WHICH OCCURRED BEFORE GRADING EXCEPT INTO DRAINAGEFACILITIES WHOSE DESIGN HAS BEEN SPECIFICALLY APPROVED BY THE DIRECTOR OF PUBLICWORKS.I.PERMITTEE SHALL TAKE REASONABLE PRECAUTIONS TO ENSURE THAT VEHICLES DO NOTTRACK OR SPILL EARTH MATERIALS INTO PUBLIC STREETS AND SHALL IMMEDIATELY REMOVESUCH MATERIALS IF THIS OCCURS.J. CONTRACTOR SHALL IMPLEMENT ALL DUST CONTROL MERGERS DURING GRADINGOPERATION.
EROSION & SEDIMENT CONTROL NOTESCONTRACTOR: DEACON CONSTRUCTION1.IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN CONTROL OF THE ENTIRE CONSTRUCTIONOPERATION AND TO KEEP THE SITE IN COMPLIANCE WITH THE SOIL EROSION CONTROL PLAN.2.CIVIL ENGINEER: WARE MALCOMBSAM YOWAKIM / MICHAEL MURPHY(925)480-6085 / (925) 480-6085CONSTRUCTION SUPERINTENDENT: ______________3.THIS PLAN IS INTENDED TO BE USED FOR INTERIM EROSION AND SEDIMENT CONTROL ONLY AND ISNOT TO BE USED FOR FINAL ELEVATIONS OR PERMANENT IMPROVEMENTS.4.THE DEVELOPER IS RESPONSIBLE FOR ENSURING THAT ALL CONTRACTORS AND SUBCONTRACTORSARE AWARE OF ALL STORM WATER QUALITY MEASURES AND IMPLEMENT SUCH MEASURES.FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTION BEST MANAGEMENT PRACTICES WILLRESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, AND/OR STOP ORDERS.5.THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITECONDITIONS AS SHOWN ON THE EROSION CONTROL PLAN. PRIOR TO SEPTEMBER 15, THECOMPLETION OF SITE IMPROVEMENTS SHALL BE EVALAUATED AND REVISIONS BE MADE TO THISPLAN AS NECESSARY WITH THE APPROVAL OF THE CITY ENGINEER. PLANS ARE TO BE SUBMITTEDFOR CITY APPROVAL PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL SITEIMPROVEMENTS ARE ACCEPTED BY THE CITY.6.ANY VEHICLE OR EQUIPMENT WASHING/STEAM CLEANING MUST BE DONE AT AN APPROPRIATELYEQUIPPED FACILITY WHICH DRAINS TO THE SANITARY SEWER. OUTDOOR WASHING MUST BEMANAGED IN SUCH A WAY THAT THERE IS NO DISCHARGE OF SOAPS, SOLVENTS, CLEANING AGENTSOR OTHER POLLUTANTS TO THE STORM DRAINS. WASH WATER SHALL DISCHARGE TO THESANITARY SEWER, SUBJECT TO REVIEW AND APPROVAL OF CITY OF CLOVIS.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LITTER CONTROL AND SWEEPING OF ALL PAVEDSURFACES DURING CONSTRUCTION.8.THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURINGTHE RAINY SEASON, OCTOBER 1 TO APRIL 15. GRADING OPERATIONS DURING THE RAINY SEASONWHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL MEASURESIMMEDIATELY FOLLOWING GRADING ON THE SLOPES. DURING THE NON-RAINY SEASON, BESTMANAGEMENT PRACTICES (BMP'S) MUST BE IMPLEMENTED DURING CONSTRUCTION WHICHINCLUDES BUT IS NOT LIMITED TO: STABILZED CONSTRUCTION ENTRANCE(S), TIRE WASH AREA ANDINLET PROTECTION.9.OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING EROSION AND SEDIMENTCONTROL MEASURES PRIOR TO, DURING AND AFTER STORM EVENTS.10.ALL ON-SITE STORM DRAINS SHALL BE CLEANED IMMEDIATELY BEFORE THE START OF THE RAINYSEASON BEGINNING ON OCTOBER 1ST OF EACH YEAR, SUBJECT TO THE REVIEW OF THEBUILDING/ENGINEERING INSPECTOR.11.IF RAINY WEATHER BECOMES IMMINENT, GRADING OPERATIONS SHALL BE STOPPED AND EROSIONCONTROL MEASURES SHALL BE IMPLEMENTED TO PROTECT DISTURBED AREAS.12.DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL ANDDEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANYSTORM DRAIN SYSTEM.13.CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALLCONSTRUCTION TRAFFIC ENTERING ONTO PAVED ROADS MUST CROSS THE STABILZEDCONSTRUCTION ENTRANCE(S). ANY MUD OR DEBRIS OR DEBRIS TRACKED ONTO PUBLIC STREETSSHALL BE REMOVED DAILY AND AS REQUIRED BY THE CITY.14.INLET PROTECTION SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERINGTHE STORM DRAIN SYSTEM. INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROLMEASURES ARE TO BE BLOCKED UNLESS THE AREA DRAIN IS UNDISTURBED OR STABILIZED.15.BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSIONCONTORL MEASURES TO THE SATISFACTION OF THE CITY ENGINEER.16.ALL DISTURBED AREAS INCLUDING FLAT PADS ARE TO BE TREATED WITH STRAW AND TACKIFIER ATA RATE OF 2 TONS PER ACRE APPROXIMATELY 3 INCHES THICK.17.THIS EROSION AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL SITUATIONS THAT MAY ARISEDURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONSMAY BE MADE TO THIS PLAN IN THE FIELD. NOTIFY CITY PROJECT INSPECTOR OF ANY FIELDCHANGES.18.KEEP CONSTRUCTION TRAFFIC OUT OF STORMWATER TREATMENT AREA LOCATIONS, AND MINIMIZECOMPACTION OF EXISTING SOILS.19.PROTECT STORMWATER TREATMENT FACILITIES FROM CONSTRUCTION SITE RUNOFF. ONCEIMPORTED MATERIALS ARE INSTALLED IN STORMWATER TREATMENT FACILITIES, RUNOFF FROMUNSTABILIZED AREAS MUST BE DIVERTED AWAY FROM SUCH FACILITIES.20.THE COSTRUCTION BMPs SHOWN ON THE PLAN ARE MINIMUM REQUIREMENTS. THE CITY ENGINEEROR STORMWATER INSPECTOR IS AUTHORIZED TO REQUIRE ADDITIONAL BMPs TO PREVENTNON-STORMWATER DISCHARGES.
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET
PA / PM:JOB NO.:DESIGNED:REMARKSDATENO.
Sheetof
FOR AND ON BEHALFOF WARE MALCOMB
DATE:PLOT DATE:PLOT DATE: suite 3004683 chabot drpleasanton, ca 94588p 925.244.9620waremalcomb.com C I V I L E N G I N E E R I N G SITE IMPROVEMENTSGOODWILL HERCULES 1551 SYCAMORE AVENUEHERCULES, CA SNR25-6024MMSYDEC. 02, 2025
6 103/03/2026CUP COMMENTS
NOT FOR CONSTRUCTION
01-21-2026 R E G I S T E R E D P R O F E S S I O N A L E N G I N E E RC I V I LS T A T E O F C A L I F O R N I ANo. 43696M I C H A E L G. M U R P H Y INLET SEDIMENT BARRIERSCALE: N.T.S.E4C
FIBER ROLL EROSION BARRIERSCALE: N.T.S.E10B CONCRETE WASH OUT AREASCALE: N.T.S.E9AALTERNATE DRAIN INLET PROTECTIONSCALE: N.T.S.E6D5 P:\SNR\25\6024\00\Civil\CAD\Sheets\CD\SNR25-6024_Details.dwg 04/09/2026 3:50 PM SYOWAKIM 1:1
DETAILS
C5.0
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.
CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET
PA / PM:
JOB NO.:
DESIGNED:
REMARKSDATENO.
Sheetof
FOR AND ON BEHALF
OF WARE MALCOMB
DATE:
PLOT DATE:PLOT DATE:
suite 300
4683 chabot dr
pleasanton, ca 94588
p 925.244.9620
waremalcomb.com
C I V I L E N G I N E E R I N G
SITE IMPROVEMENTS
GOODWILL HERCULES
1551 SYCAMORE AVENUE
HERCULES, CA
SNR25-6024
MM
SY
DEC. 02, 2025
6 1 03/03/2026 CUP COMMENTS
NOT FOR CONSTRUCTION
01-21-2026
R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R
C I V I L
S T A T E O F C A L I F O R N I A No. 43696
M I C HAEL G.
MUR P H Y
[t/4"] DEPTH
CONCRETE FLATWORK THICKENED EDGE
SCALE: N.T.S.C1
ACONTROL JOINT
SCALE: N.T.S.C4
B
DOWELED CONSTRUCTION JOINT FOR VEHICULAR PAVING ONLY
SCALE: N.T.S.C5
C
CONCRETE PAVING CONNECTION DETAIL
SCALE: N.T.S.
DEXPANSION JOINT
SCALE: N.T.S.C8
E
GUARD POST DETAIL
SCALE: N.T.S.C20
G
CONCRETE PAVEMENT SECTION
SCALE: N.T.S.C9
F
6 Home Depot Consent
TENANT SPACE SIGN CRITERIA
decals and replace etched glass
with non-etched glass.
that is
necessary
to repair said work and to remove sign or "shadow". Tenant shall remove all
removal of the sign and conduit, and if
necessary
, shall pay for any painting and/or
waterproofing
shall be specifically required to fill in, in a professional manner, any holes in the
fascia panel by
Lease, Tenant shall leave the reader board or fascia in good
condition.
Without limitation, Tenant
of Tenant's lease. If the fascia sign is
removed for replacement or because of termination of the
Tenant's sole
cost and expense within 15 days of expiration of the lease term
or
earlier termination
15)
Tenant shall remove its sign(s) and restore the surface(s) to its (their) original condition at sign panels shall be replaced by Tenant.
maintenance and repair of signs shall be that which will assure the highest visual quality. Faded
All signs shall be maintained in first-class condition by Tenant at all times. The standard for
14)
No exposed tubing, lamps, raceways, crossovers, conduits, conductors, transformer, etc. 13)
system decals.
Landlord prior to installation. This shall include, but not be limited to, credit card and security
banners of any type shall be permitted, except as otherwise previously approved in writing by the
any type (whether Illuminated or not), placards, flags, pennants, balloons, A-frame signs and
No
animated, flashing, audible, off-premise, or vehicle signs, temporary signs, window signs of
12)
insurance must be provided to Landlord prior to installation. construction or erection of signs in the amount of $1,000,000.00 per occurrence. Evidence of this
against all damage suffered or done by any and all persons and/or property while engaged in the
Tenant's sign contractor shall carry workman's compensation and public. liability insurance 11)
contractor's work.
and hold harmless the Landlord and its agents from damages or liabilities resulting from the sign
Tenant shall be fully responsible for the actions of its sign contractor, and shall indemnify, defend
10)
architect.
signs.
Lessor
reserves
the
right
to
reject
any
work
judged
below
standard
by
himself,
or
the
All work must
be
of excellent quality
and
identical in workmanship, materials and colors to other
9)
removal and City permits.
Tenant shall pay all costs for its sign(s), including design, manufacture, installation, maintenance,
8)
pay for required approval and permits.
The Lessee shall submit Lessor approved drawings to all agencies requiring approval and shall 7)
codes of the City of Hercules.
prior to installation. All signs and their installation shall comply with all building and electrical
All permits for signs and their installation shall be obtained from the City of Hercules by Tenant
6)
prior to construction.
All sign designs, colors and shop drawings must be submitted to Lessor for review and approval
5)
indicated on the approved drawings.
Signs shall conform to dimensions and materials as shown hereon. Signs shall be mounted as
4)
the character
intended
for the overall
development.
Design
approval
will
be
based
upon
compatibility
with
store front
design, and with
regard
for
The design
and
graphics for each sign should reflect
the
character
of
the
shop
it
identifies.
3)
be
limited
to, pertinent
dimensions
of proposed signage and sign area,
details and color call-outs.
proposed
sign,
indicating
conformance
with
these
criteria.
Such
submittal
shall
include, but
not
Each
Lessee
shall
submit
to
the
Lessor,
for
his
approval,
detailed
shop
drawing
of
his
2)
non-conforming
signs shall
be removed by Lessee
or
his sign contractor at
their
expense.
coordinated proportional exposure for all Lessees.
Performance shall be strictly enforced and any
The
purpose
of
these
criteria
is
to
establish
the
minimum
sign
standards
necessary
to
ensure
1)
GENERAL
RULES
GENERAL SPECIFICATION
SIGN TYPES
Sign Type “A” (Primary Signs)
Signs shall be mounted and internally illuminated individual letters. They shall have a DuPont Duranodic No. 313 Dark Bronze aluminum body 5” deep with color matching screws and trim cap at the letter’s edge with flat Plexiglas faces.
Sign Type “B” (Interior Illuminated Individual Letters) Signs shall be mounted on parapet wall only where shown on key plan. They shall have a DuPont Duranodic No. 313 Dark Bronze aluminum body 5” deep with color matching screws and trim cap at the letter’s edge with flat Plexiglas faces.
Sign Type “C” (Under Canopy Signs – Optional)
Signs shall be wood carved or painted, double-faced exterior illuminated, chain mounted. They shall be carved from one or more pieces of wood using routing, sandblasting and/or other techniques, to include painting of sign surface. Graphics shall be in relief and painted with gloss enamels. A handcrafted effect is desired. All signs to be sized as shown on drawings. Total sign area not to exceed 5 sq. ft. per side.
Sign Type "D" (Graphic logos)
Graphic logos shall not exceed 10% of sign area. The maximum height of logos shall be 16 inches, 22 inches with two lines of copy. Graphic logos are included as part of the area of a wall sign. Graphic logos may be sign cabinets or neon tubing.
Sign Type “E” (Storefront Window Sign)
Signs shall be silk screened, gold leafed, painted onto the window surface. Total sign area not to exceed the lesser of 15 sq. ft. or 25% of the window area.
Sign Type “F” (Business Information)
Upper window panel to the right of each entrance. Not more than 144 square inches of Helvetica lettering by Dennison or equal, not to exceed 3” in height, indicating hours of business, telephone numbers for emergency, accepted credit cards, etc.
Sign Type “G” (Rear door markings)
Lessee MUST install vinyl lettering on the rear entrance door. The lettering shall not exceed 144 square inches of Helvetica lettering by Dennison or equal, not to exceed 3” in height, indicating Lessee business name and address (including suite number). 1) Building shop signs are permitted for each Lessee shop as located on the key plans and shall be internally illuminated metal letters not to exceed 16” in height, 18" in height for upper case. For two lines of copy, minimum letter height is 10" inches with overall maximum sign height of 22 inches. Letters shall have Plexiglas faces. Letter type to be Helvetica Medium. 2) Shops shall be
allowed a maximum of 1 sq. ft. of signage per foot of frontage, with a maximum of 37 sq. ft. or 75% of tenant's linear exposure, consisting of signage in any combination of sign type: A, B and E.
3) Notwithstanding any of the above, signs may not exceed the available sign band, regardless of tenant's linear exposure.
TENANT SPACE SIGN CRITERIA