Westlake · Planning Commission

Faraj Plaza

2026-03-02View original PDF ↗View on cityofwestlake.org ↗

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[PLAN - Correspondence-Letters-Memo for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - COVER LETTER - 1-28-2026]
FISCHER & ASSOCIATES ARCHITECTS INC.

January 19, 2026

City of Westlake Planning Commission
Attn: Nicolette A. Sackman

MMC Clerk of Commissions

27700 Hilliard Blvd.

Westlake, Ohio 44145

Re 27210 Center Ridge Road | Redevelopment
Honorable Members of the Planning Commission:

We are pleased to present the redevelopment plan for the former service station located at the
above address. The former Sunoco service station will be completely renovated to provide
commercial business and retail space. The project consists of a complete facelift of the existing
building as well as an addition to the building. The exterior will provide a more pleasing face for
the neighborhood. A veneer brick exterior will be provided at the lower portions and piers with a
panelized synthetic stone panel system is shown on the upper portions in the sign areas. A new
cornice will be installed to cap the walls. All new aluminum framing and doors will be installed at
the entry and window areas. New aluminum canopy structures will be installed on the East and
South Elevation over the windows and doors. The canopy structures will contain downlights that
will wash the front of the building and the sidewalk. At the rear and sides of the structure sharp-
cut-off wall mounted security lights will be placed to provide security lighting and will wash the
walls and a 10’ area per the photometrics. The existing parking and drives will be renovated,
and access will be maintained on the site. Landscaping will be improved as well to meet the city
requirements as closely as possible on the limited site. The landscaping will consist of
Thornless Honeylocust trees as well as boxwood shrubs.

Respectfully Submitted,

554 WEST 9TH STREET
LORAIN, OHIO 44052
(440)3 15-2300

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[PLAN - Department Reviews for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - FIRE - - 1-29-2026]
Planning Commission
Interdepartmental Comment Form
Planning Commission Meeting Date: March 2, 2026
Please review the plans for your department’s area of concern and respond back by
Click here to enter a date.

PC office use only Sent to: Date Returned

Inspections

☒

Engineering

☒

Police

☒

Fire

☒

Service

☒

Forester

☒

Finance

☐

Project Name:
Faraj Plaza Development Plan
Parcel #:
21230015
Street Address:
27210 Center Ridge Rd.
Date received:
1/28/2026
Date distributed:
1/28/2026

Name
Michael Freeman
Date
1/29/2026
Title

Assistant Chief
Department
Fire

Please provide your comments (if you have no comments you do not need to respond):

1. Construction will not interfere with access for emergency vehicle and/or fire department personnel.
2017 OFC Section 504.1
2. Fire apparatus access roads/fire lanes shall have an unobstructed width of not less than 20 feet and an
unobstructed vertical clearance of not less than 13 feet 6 inches. 2017 OFC 503.2.1

*the proposed parking design on the southwest corner reduces the required 20’ fire access to the rear
of the existing building and proposed addition

3. Approved fire apparatus access roads/fire lanes shall be provided for every facility, building or
portion of a building hereafter constructed or moved into or within the jurisdiction, The fire apparatus
access road/fire lane shall extend within 150 feet of ALL portions of the facility and all portions of
the exterior walls of the first story of the buildings as measured by an approved route around the
exterior of the building or facility. 2017 Ohio Fire Code 503, 1.1

*the proposed parking design on the southwest corner reduces the required 20’ fire access to the rear
of the existing building and proposed addition

*Approved signs shall be provided for fire apparatus access roads/fire lanes to identify such roads or
prohibit the obstruction thereof. 2017 OFC 503.3

4. A Knox Box (approved locking key box) is required to be installed in an approved location
determined by the Fire Department and 2017 OFC Section 506.1. Order the box at
www.knoxbox.com. Minimum requirement for existing structures is the Surface Mount, Model 3261.
For new construction the flushed mounted Recessed Box, Model 3270, plus the mounting kit Model
3290, is recommended. Contact the Westlake Fire Department at 440-835-6422 for more information
or to determine the approved location.

*at each separate tenant space if separate retail spaces.

5. Emergency Responder Radio coverage shall be provided in all new buildings in accordance with 2017
OFC 510. 2017 OBC 403.4.5 and 916.1

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[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - A-101 SITE PLAN - 1-28-2026 - PENDING]
EX. BLDG.
2,367 SQ. FT.
CENTER RIDGE ROAD
DOVER CENTER ROAD
ZONING-GB
ZONING-OB
DUMPSTER
EXISTING SITE PLAN
SCALE: 1"=20'-0"
PLAN
NORTH
GRASS
GRASS
PARCEL: 212-30-015
CORNER LOT = 27,423 SQ. FT. (.63 ACRES)
EXISTING BUILDING 2,367 S.F
PROPOSED ADDITION 2,373 S.F.
ADDITION
2,870 SQ. FT.
0
50
100
25
EXISTING FLOOR PLAN
SCALE: 1/8"=1'-0"
PLAN
NORTH
PROPOSED ADDITION
EXISTING ROOF LINE
EXISTING EAST ELEVATION
SCALE: 1/8"=1'-0"
EXISTING NORTH ELEVATION
SCALE: 1/8"=1'-0"
EXISTING WEST ELEVATION
SCALE: 1/8"=1'-0"
EXISTING SOUTH ELEVATION
SCALE: 1/8"=1'-0"
EXISTING CONDITIONS
A-101
ISSUE:
DATE:
Fischer & Associates
FARAJ PLAZA
REMODEL & ADDITION
27210 CENER RIDGE ROAD
WESTLAKE, OHIO 44145
FISCHER & ASSOCIATES
A R C H I T E C T S I N C.
554 West Ninth Street
Lorain, Ohio 44052
Tel: (440) 315-2300
E mail: andrea@fischerarch.com
F
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PRELIMINARY
2/18/25
2025
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FISCHER
8826
GARY FISCHER LICENSE #8826
EXPIRATION DATE 12/31/2025
EXISTING AERIAL
SCALE: NTS
PLAN
NORTH
MAP
SCALE: NTS
PLAN
NORTH
PROJECT LOCATION

---

[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - A-102 ELEVATIONS AND FLOOR PLAN - 1-28-2026 - PENDING]
EAST ELEVATION
SCALE: 1/8"=1'-0"
SOUTH ELEVATION
SCALE: 1/8"=1'-0"
NORTH ELEVATION
SCALE: 1/8"=1'-0"
WEST ELEVATION
SCALE: 1/8"=1'-0"
FLOOR PLAN
SCALE: 1/8"=1'-0"
PLAN
NORTH
PROPOSED FLOOR PLAN & ELEVATIONS
A-102
ISSUE:
DATE:
Fischer & Associates
FARAJ PLAZA
REMODEL & ADDITION
27210 CENER RIDGE ROAD
WESTLAKE, OHIO 44145
FISCHER & ASSOCIATES
A R C H I T E C T S I N C.
554 West Ninth Street
Lorain, Ohio 44052
Tel: (440) 315-2300
E mail: andrea@fischerarch.com
F
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PRELIMINARY
2/18/25
2025
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FISCHER
8826
GARY FISCHER LICENSE #8826
EXPIRATION DATE 12/31/2025

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[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - A-103 PROPOSED SITE PLAN - 1-28-2026 - PENDING]
PARCEL: 212-30-015
CORNER LOT = 27,423 SQ. FT. (.63 ACRES)
LOT COVERAGE = 5,490 / 27,423 X 100 = 17.3 (20.5%)
PARKING REQUIRED = 20
PARKING SHOWN = 24
ZONING-OB
(CELL TOWER)
50'
100'
THORNLESS HONEYLOCUST 2" DIAM. - (GLEDISTIA T.I. SKYCOLE)
SEA GREE JUNIPER (5 GALLON)
ROSES - DRIFT (GROUNDCOVER TYPE)
25'
PROPOSED SITE PLAN
SCALE: 1/16"=1'-0"
PLAN
NORTH
EX. BLDG.
2,367 SQ. FT.
CENTER RIDGE ROAD
DOVER CENTER ROAD
ZONING-OB
DUMPSTER
ADDITION
2,870 SQ. FT.
EXISTING BUILDING 2,367 S.F
ADDITION 2,870 S.F.
TOTAL 5,237 S.F.
7
8
5
6
SIDEWALK
MODIFIED APRON
MODIFIED APRON
SIDEWALK
LANDSCAPING
0
WALL LIGHT (TYP)
CENTER RIDGE ROAD
DOVER CENTER ROAD
5
SIDEWALK
MODIFIED APRON
MODIFIED APRON
SIDEWALK
PROPOSED SITE PLAN
SCALE: 1/16"=1'-0"
PLAN
NORTH
PROPOSED SITE PLAN
A-103
ISSUE:
DATE:
Fischer & Associates
FARAJ PLAZA
REMODEL & ADDITION
27210 CENER RIDGE ROAD
WESTLAKE, OHIO 44145
FISCHER & ASSOCIATES
A R C H I T E C T S I N C.
554 West Ninth Street
Lorain, Ohio 44052
Tel: (440) 315-2300
E mail: andrea@fischerarch.com
F
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PRELIMINARY
2/18/25
2025
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FISCHER
8826
GARY FISCHER LICENSE #8826
EXPIRATION DATE 12/31/2025

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[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - A-104 COLOR RENDERINGS OF ELEVATIONS - 1-28-2026 - PENDING]
PROPOSED ELEVATIONS
A-104
ISSUE:
DATE:
Fischer & Associates
FARAJ PLAZA
REMODEL & ADDITION
27210 CENER RIDGE ROAD
WESTLAKE, OHIO 44145
FISCHER & ASSOCIATES
A R C H I T E C T S I N C.
554 West Ninth Street
Lorain, Ohio 44052
Tel: (440) 315-2300
E mail: andrea@fischerarch.com
F
C
PRELIMINARY
2/18/25
2025
T
S
T
A
T
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I
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F
O
R
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G
I
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T
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D
A
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H
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FISCHER
8826
GARY FISCHER LICENSE #8826
EXPIRATION DATE 12/31/2025
EAST ELEVATION
SCALE: 3/16"=1'-0"
WEST ELEVATION
SCALE: 3/16"=1'-0"
SOUTH ELEVATION
SCALE: 3/16"=1'-0"
NORTH ELEVATION
SCALE: 3/16"=1'-0"

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[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - C100 TITLE SHEET - 1-28-2026 - PENDING]
Reg. No.: 61709
2555 Hartville Rd., Suite B
Rootstown, OH 44272
www.WeberEngineeringServices.com
330-329-2037
matt@webercivil.com
CLIENT:
Issue Date
FARAJ PLAZA
BUILDING ADDITION
27210 CENTER RIDGE RD. WESTLAKE, OH
Project No. 2025-232
07-29-2025
09-04-2025
09-17-2025
OWNER:
FISCHER &
ASSOCIATES
ARCHITECTS INC.
554 WEST 9TH STREET
LORAIN, OHIO
44052
27210 CENTER
RIDGE HOLDINGS,
LLC
1908 HALLS CARRIAGE PATH
WEST LAKE, OHIO
44145
C100
TITLE
SHEET
INDEX
DESCRIPTION
SHEET NO.
TITLE SHEET

C100
EXISTING CONDITIONS
C100A
DEMOLITION PLAN
C101
SITE PLAN
C102
UTILITY PLAN
C103
GRADING PLAN
C104
SITE DETAILS
C105
ABBREVIATED SWP3
C106
ABBREVIATED SWP3 DETAILS
C107-C108
FARAJ PLAZA
SITE
LOCATION
VICINITY MAP
NO SCALE
W:\2025-232 Faraj Plaza Westlake\CAD\2025-232 Site01C - 09-16-2025\2025-232 Site01C.DWG 9/17/2025 9:16:02 AM
CITY OF WESTLAKE
COUNTY OF CUYAHOGA
STATE OF OHIO
GENERAL NOTES
1.
THE CONSTRUCTION OF THIS PROJECT SHALL BE GOVERNED BY THE STATE OF OHIO DEPARTMENT
OF TRANSPORTATION (O.D.O.T.) CONSTRUCTION AND MATERIAL SPECIFICATIONS, CURRENT
EDITION, THE O.D.O.T. STANDARD CONSTRUCTION DRAWINGS, AND THE CITY OF WESTLAKE
SPECIFICATIONS AND STANDARD CONSTRUCTION DRAWINGS.
2.
ALL DISTURBED GREEN AREAS SHALL BE TOP DRESSED AND RE-SEEDED.
3.
CALL OHIO UTILITIES PROTECTION SERVICE BEFORE DIGGING (800-362-2764).
4.
ALL STORM SEWERS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE), SMOOTH LINED, PER
O.D.O.T. ITEM 707.33.
5.
ELECTRICAL CONDUIT SHALL BE AS REQUIRED BY THE UTILITY OWNER.
6.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS IN THE ENGINEERING
AND BUILDING DEPARTMENTS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL SILTATION CONTROL MEASURES
NECESSARY TO PREVENT SILT FROM LEAVING THE SITE.
8.
THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DEMOLITION MATERIAL AND DEBRIS.
9.
THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL DISTURBED AREAS TO THEIR ORIGINAL
CONDITION, OR BETTER.
10.
TEMPORARY SOIL EROSION AND SEDIMENT CONTROL WILL BE REQUIRED IN ACCORDANCE WITH
THE CITY OF WESTLAKE ENGINEER'S OFFICE.
11.
A PRE CONSTRUCTION MEETING MUST BE HELD AT THE CITY OF WESTLAKE ENGINEER'S OFFICE
PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY. IN ADDITION, THE CONTRACTOR SHALL
PROVIDE 48 HOURS NOTICE TO THE CITY OF WESTLAKE BEGINNING WORK TO ARRANGE FOR
INSPECTION.
12.
A 18 INCH. MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED FROM THE OUTSIDE EDGE OF
ALL WATER MAIN PIPE TO THE OUTSIDE EDGE OF ALL STORM SEWER PIPE.
13.
A 10 FOOT MINIMUM HORIZONTAL CLEARANCE SHALL BE MAINTAINED FROM THE OUTSIDE EDGE OF
ALL WATER MAIN PIPE TO THE OUTSIDE EDGE OF ALL STORM SEWER PIPE.
14.
AN 18" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED FROM THE OUTSIDE EDGE OF ALL
WATER MAIN PIPE TO THE OUTSIDE EDGE OF ALL SANITARY SEWER.
NPDES PERMIT ISSUED BY OHIO EPA

PERMIT ISSUED
CLEVELAND WATER DEPARTMENT
PERMIT ISSUED

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[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - C100A EXISTING CONDITIONS - 1-28-2026 - PENDING]
Reg. No.: 61709
2555 Hartville Rd., Suite B
Rootstown, OH 44272
www.WeberEngineeringServices.com
330-329-2037
matt@webercivil.com
CLIENT:
Issue Date
FARAJ PLAZA
BUILDING ADDITION
27210 CENTER RIDGE RD. WESTLAKE, OH
Project No. 2025-232
07-29-2025
09-04-2025
09-17-2025
OWNER:
FISCHER &
ASSOCIATES
ARCHITECTS INC.
554 WEST 9TH STREET
LORAIN, OHIO
44052
27210 CENTER
RIDGE HOLDINGS,
LLC
1908 HALLS CARRIAGE PATH
WEST LAKE, OHIO
44145
C100A
EXISTING
CONDITIONS
W:\2025-232 Faraj Plaza Westlake\CAD\2025-232 Site01C - 09-16-2025\2025-232 Site01C.DWG 9/17/2025 9:16:04 AM
R M K
E
L
●
●
●
●

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[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - C101 DEMOLITION PLAN - 1-28-2026 - PENDING]
G
E
Reg. No.: 61709
2555 Hartville Rd., Suite B
Rootstown, OH 44272
www.WeberEngineeringServices.com
330-329-2037
matt@webercivil.com
CLIENT:
Issue Date
FARAJ PLAZA
BUILDING ADDITION
27210 CENTER RIDGE RD. WESTLAKE, OH
Project No. 2025-232
07-29-2025
09-04-2025
09-17-2025
OWNER:
FISCHER &
ASSOCIATES
ARCHITECTS INC.
554 WEST 9TH STREET
LORAIN, OHIO
44052
27210 CENTER
RIDGE HOLDINGS,
LLC
1908 HALLS CARRIAGE PATH
WEST LAKE, OHIO
44145
C101
DEMOLITION
PLAN
ELEVATION =
SITE BENCH MARK
BENCH MARK #1
TOP OF HYDRANT
721.41
NON-ITALICS TEXT REPRESENTS PROPOSED CONDITION
(TO BE REMOVED)
AREA OF DEMOLITION & CLEARING
W:\2025-232 Faraj Plaza Westlake\CAD\2025-232 Site01C - 09-16-2025\2025-232 Site01C.DWG 9/17/2025 9:16:07 AM
LEGEND
0.59 AC.
DOVER CENTER ROAD
(WIDTH VARIES)
CENTER RIDGE ROAD
(WIDTH VARIES) ~ S.R. 20
(TO BE REMOVED)
(TO REMAIN)
(TO BE REMOVED)
1
(TO BE REMOVED)
(TO BE REMOVED)
(TO REMAIN)
(TO REMAIN)
(TO BE REMOVED)
(TO REMAIN)
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED &
PLUGGED AT R.O.W.)
G
E
R M K
E
L
●
●
●
●
(TO BE MODIFIED)
STORM SEWER NOTE:
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION, DEPTH,
SIZE, CONDITION AND CONNECTIVITY OF ALL STORM SEWER
SYSTEMS ON THE SITE. SITE CIVIL ENGINEER SHALL BE
INFORMED OF THE RESULTS OF THE INVESTIGATION PRIOR TO
CONSTRUCTION.
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)

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[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - C102 SITE PLAN - 1-28-2026 - PENDING]
G
E
LEGEND
NON-ITALICS TEXT REPRESENTS PROPOSED CONDITION
SITE DATA
USE DISTRICT
= GB
(GENERAL BUSINESS)
SITE AREA
= (0.6215 AC.)
PROP. BUILDING AREA
= 2,903 S.F. (FOOTPRINT)
BUILDING SETBACKS:
FRONT YARD
= 60'
SIDE YARD
= 10'
REAR YARD
= 10'
PARKING SETBACKS:
FRONT YARD
= 20'
SIDE YARD
= 10'
REAR YARD
= 10'
NUMBER OF PARKING SPACES:
REGULAR PARKING SPACES
=
24
HANDICAP PARKING SPACES =
2
TOTAL PARKING SPACES
=
26
FLOOD ZONE
FLOOD ZONE "X" PER FLOOD INSURANCE
RATE MAP NUMBER 39035C 0133 E
COMMUNITY PANEL NUMBER 39035 0133 E
EFFECTIVE DATE DECEMBER 3, 2010
Reg. No.: 61709
2555 Hartville Rd., Suite B
Rootstown, OH 44272
www.WeberEngineeringServices.com
330-329-2037
matt@webercivil.com
CLIENT:
Issue Date
FARAJ PLAZA
BUILDING ADDITION
27210 CENTER RIDGE RD. WESTLAKE, OH
Project No. 2025-232
07-29-2025
09-04-2025
09-17-2025
OWNER:
FISCHER &
ASSOCIATES
ARCHITECTS INC.
554 WEST 9TH STREET
LORAIN, OHIO
44052
27210 CENTER
RIDGE HOLDINGS,
LLC
1908 HALLS CARRIAGE PATH
WEST LAKE, OHIO
44145
C102
SITE
PLAN
W:\2025-232 Faraj Plaza Westlake\CAD\2025-232 Site01C - 09-16-2025\2025-232 Site01C.DWG 9/17/2025 9:16:08 AM
REGULAR DUTY ASPHALT
HEAVY DUTY ASPHALT
CONCRETE PAVING
ELEVATION =
SITE BENCH MARK
BENCH MARK #1
TOP OF HYDRANT
721.41
DOVER CENTER ROAD
(WIDTH VARIES)
CENTER RIDGE ROAD
(WIDTH VARIES) ~ S.R. 20
1
5
4
6
3
11.14'
9.60'
10.64'
9.21'
63.89'
61.87'
19'
29.66'
28.70'
9'
9'(TYP)
9'
9'(TYP)
9'(TYP)
9'(TYP)
19'
19'
28'
8.5'
7.72'
12.35'
5'
3.5'
15'R
23'R
8'R
5'R
5'R
43'R
7'R
30'R
28'
PROPOSED
BUILDING
ADDITION
2,903 S.F. (FOOTPRINT)
PROPOSED REGULAR DUTY
ASPHALT PAVEMENT
PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
PROPOSED HEAVY
DUTY ASPHALT
PAVEMENT
PROP. DUMPSTER ENCLOSURE ON
CONC. PAD (SEE ARCH. PLAN)
PROP. ODOT
TYPE 6 CONC.
CURB
PROP. INTEGRAL
CONC. CURB &
WALK (TYP)
PROP. A.D.A. RAMP
PROP. PAINT
STRIPING (TYP)
PROP. CONC. BUMPER
BLOCK (TYP OF 8)
PROP. FROST
PAD (TYP)
PROP.
LANDSCAPING
PROP.
LANDSCAPING
PROP. MONUMENT
SITE SIGN
PROP.
LANDSCAPING
5'
5'
PROP. A.D.A. RAMP
PROP. FROST
PAD (TYP)
PROP. A.D.A SIGN
(BUILDING MOUNTED)
3
3
PROP. A.D.A SIGN
(BUILDING
MOUNTED)
PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
19'

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[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - C103 UTILITY PLAN - 1-28-2026 - PENDING]
G
E
NON-ITALICS TEXT REPRESENTS PROPOSED CONDITION
LEGEND
Reg. No.: 61709
2555 Hartville Rd., Suite B
Rootstown, OH 44272
www.WeberEngineeringServices.com
330-329-2037
matt@webercivil.com
CLIENT:
Issue Date
FARAJ PLAZA
BUILDING ADDITION
27210 CENTER RIDGE RD. WESTLAKE, OH
Project No. 2025-232
07-29-2025
09-04-2025
09-17-2025
OWNER:
FISCHER &
ASSOCIATES
ARCHITECTS INC.
554 WEST 9TH STREET
LORAIN, OHIO
44052
27210 CENTER
RIDGE HOLDINGS,
LLC
1908 HALLS CARRIAGE PATH
WEST LAKE, OHIO
44145
C103
UTILITY
PLAN
W:\2025-232 Faraj Plaza Westlake\CAD\2025-232 Site01C - 09-16-2025\2025-232 Site01C.DWG 9/17/2025 9:16:11 AM
1
PROP. ODOT CB 3A
TOP 720.63
INV. 716.63, 12" W & N
PROPOSED STORM
STRUCTURE SCHEDULE
FROM
TO
SIZE
SLOPE
TYPE
LENGTH
58.00'
HDPE
2.64%
12"
1
EX.3
9.50'
HDPE
3.89%
12"
2
1
63.00'
HDPE
2.78%
12"
3
2
80.00'
HDPE
1.75%
12"
4
3
53.00'
HDPE
0.47%
12"
5
4
50.00'
HDPE
0.50%
12"
6
5
58.32'
HDPE
0.52%
12"
7
6
30.91'
HDPE
0.47%
12"
8
7
ELEVATION =
SITE BENCH MARK
BENCH MARK #1
TOP OF HYDRANT
721.41
DOVER CENTER ROAD
(WIDTH VARIES)
CENTER RIDGE ROAD
(WIDTH VARIES) ~ S.R. 20
1
(TO BE MODIFIED)
INV. 715.1±, 12" S
(PROP. , FIELD VERIFY
EX. STM. SIZE)
STORM SEWER NOTE:
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION, DEPTH,
SIZE, CONDITION AND CONNECTIVITY OF ALL STORM SEWER
SYSTEMS ON THE SITE. SITE CIVIL ENGINEER SHALL BE
INFORMED OF THE RESULTS OF THE INVESTIGATION PRIOR TO
CONSTRUCTION.
ALL PROPOSED SANITARY, ELECTRIC, GAS, TELEPHONE, CABLE
CONNECTIONS SHALL BE MADE BY MEANS OF CONNECTING TO
THE EXISTING INTERIOR UTILITIES, UNLESS OTHERWISE SHOWN
ON THE PLANS
PROPOSED
BUILDING
ADDITION
2,903 S.F. (FOOTPRINT)
F.F.= 725.42
1
2
3
4
5
6
7
8
2
PROP. ODOT CB 3A
TOP 721.50
INV. 717.00, 12" S & E
3
PROP. ODOT CB 2-2B
TOP 722.75
INV. 718.75, 12" SW & N
4
PROP. ODOT CB 2-2C
TOP 726.00
INV. 720.15, 12" NW & NE
5
PROP. ODOT CB 2-2C
TOP 726.10
INV. 720.40, 12" NW & SE
6
PROP. ODOT CB 2-2C
TOP 726.00
INV. 720.65, 12" NE & SE
7
PROP. ODOT CB 2-2C
TOP 726.05
INV. 720.95, 12" N & SW
8
PROP. ODOT CB 2-2C
TOP 725.10
INV. 721.60, 6" E
INV. 721.10, 12" S
PROPOSED STORM PIPE SCHEDULE
6 L.F. PROP. 6" PVC ROOF
DRAIN @ 1.00% MIN.
228 S.F. PROP. ASPHALT PAVEMENT
REPLACEMENT (MATCH EX.)
28 S.F. PROP. CONC. SIDEWALK REPLACEMENT
(TO NEAREST JOINT, MATCH EX.)
15 L.F. PROP. CONC. CURB REPLACEMENT
(TO NEAREST JOINT, MATCH EX.)
4 L.F. PROP. CONC. CURB REPLACEMENT
(TO NEAREST JOINT, MATCH EX.)
F.F.= 726.92

---

[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - C104 GRADING PLAN - 1-28-2026 - PENDING]
726
G
E
727
728
726
726
725
724
723
724
723
722
725
724
NON-ITALICS TEXT REPRESENTS PROPOSED CONDITION
LEGEND
PROPOSED SPOT GRADE
PROPOSED GRADE AT CURB
EXISTING SPOT GRADE
00.00
00.00
00.00
Reg. No.: 61709
2555 Hartville Rd., Suite B
Rootstown, OH 44272
www.WeberEngineeringServices.com
330-329-2037
matt@webercivil.com
CLIENT:
Issue Date
FARAJ PLAZA
BUILDING ADDITION
27210 CENTER RIDGE RD. WESTLAKE, OH
Project No. 2025-232
07-29-2025
09-04-2025
09-17-2025
OWNER:
FISCHER &
ASSOCIATES
ARCHITECTS INC.
554 WEST 9TH STREET
LORAIN, OHIO
44052
27210 CENTER
RIDGE HOLDINGS,
LLC
1908 HALLS CARRIAGE PATH
WEST LAKE, OHIO
44145
C104
GRADING
PLAN
W:\2025-232 Faraj Plaza Westlake\CAD\2025-232 Site01C - 09-16-2025\2025-232 Site01C.DWG 9/17/2025 9:16:12 AM
ELEVATION =
SITE BENCH MARK
BENCH MARK #1
TOP OF HYDRANT
721.41
DOVER CENTER ROAD
(WIDTH VARIES)
CENTER RIDGE ROAD
(WIDTH VARIES) ~ S.R. 20
1
PROPOSED
BUILDING
ADDITION
2,903 S.F. (FOOTPRINT)
F.F.= 725.42
RIDGE
RIDGE
RIDGE
EXIST
MEET
EXIST
MEET
EXIST
MEET
EXIST
MEET
EXIST
MEET
EXIST
MEET
EXIST
MEET
EXIST
MEET
25.30
25.42
25.42
25.10
25.25
25.20
24.92
25.42
25.42
24.92
25.42
24.85
25.35
24.85
25.35
24.85
24.85
24.85
25.35
21.50
20.63
22.75
26.92
26.35
26.85
24.50
26.92
26.35
26.85
26.35
26.35
26.35
26.85
26.35
26.85
26.35
26.85
26.35
26.85
26.05
26.10
26.00
25.35
253.00
26.90
26.55
27.70
28.35
28.85
27.25
27.75
27.00
27.50
26.75
27.25
26.25
26.75
26.20
26.70
26.60
26.60
26.50
26.92
26.92
26.92
26.00
26.45
26.82
26.85
26.85
26.10
26.92
26.10
26.75
26.10
26.20
25.42
25.35
F.F.= 726.92
26.05
26.10
25.30
25.60

---

[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - C105 SITE DETAILS - 1-28-2026 - PENDING]
ODOT ITEM 304
6" AGGREGATE BASE
ODOT ITEM 204
SUBGRADE COMPACTION
ODOT ITEM 448 SURFACE COURSE
1 12" THICK
ODOT ITEM 448
BINDER COURSE
2 12" THICK
ODOT ITEM 304
8" AGGREGATE BASE
ODOT ITEM 204
SUBGRADE COMPACTION
ODOT ITEM 448 SURFACE COURSE
1 12" THICK
ODOT ITEM 448
BINDER COURSE
3 12" THICK
ODOT TYPE 6 CONCRETE CURB
REFERENCE ONLY NOT TO SCALE
3" RAD.
JOINT SEALER
PAVEMENT
SURFACE
1/4" RAD.
6"
5"
18"
6"
1/2"
6"
12"
1"
PAVEMENT
PREFORMED JOINT MATERIAL,
ITEM 705.03
Reg. No.: 61709
2555 Hartville Rd., Suite B
Rootstown, OH 44272
www.WeberEngineeringServices.com
330-329-2037
matt@webercivil.com
CLIENT:
Issue Date
FARAJ PLAZA
BUILDING ADDITION
27210 CENTER RIDGE RD. WESTLAKE, OH
Project No. 2025-232
07-29-2025
09-04-2025
09-17-2025
OWNER:
FISCHER &
ASSOCIATES
ARCHITECTS INC.
554 WEST 9TH STREET
LORAIN, OHIO
44052
27210 CENTER
RIDGE HOLDINGS,
LLC
1908 HALLS CARRIAGE PATH
WEST LAKE, OHIO
44145
C105
SITE
DETAILS
W:\2025-232 Faraj Plaza Westlake\CAD\2025-232 Site01C - 09-16-2025\2025-232 Site01C.DWG 9/17/2025 9:16:15 AM
PROP. HEAVY DUTY ASPHALT PAVEMENT
REFERENCE ONLY NOT TO SCALE
PROP. REGULAR DUTY ASPHALT PAVEMENT
REFERENCE ONLY NOT TO SCALE
HANDICAPPED PARKING DETAIL
REFERENCE ONLY NOT TO SCALE
VAN ACCESSIBLE PARKING SPACE SIGN
NOT TO SCALE
HANDICAPPED PARKING DETAIL
NOT TO SCALE
12" x 18" WHITE BACKGROUND
SIGN W/ GREEN BORDER,
WHITE-ON-BLUE SYMBOL OF
ACCESSIBILITY, AND GREEN
LETTERING.
12" x 6" WHITE BACKGROUND
SIGNS W/ GREEN BORDER
AND GREEN LETTERING.
10'-0" LONG x 3" (NOMINAL)
U-CHANNEL POST (3LB) - DRIVE
INTO GROUND A MINIMUM OF
24" (36" PREFERRED). TOP OF
POST TO BE NO HIGHER THAN
TOP OF UPPERMOST SIGN.
GROUND
12" x 18" WHITE BACKGROUND
SIGN W/ GREEN BORDER,
WHITE-ON-BLUE SYMBOL OF
ACCESSIBILITY, AND GREEN
LETTERING.
12" x 6" WHITE BACKGROUND
SIGNS W/ GREEN BORDER
AND GREEN LETTERING.
10'-0" LONG x 3" (NOMINAL)
U-CHANNEL POST (3LB) - DRIVE
INTO GROUND A MINIMUM OF
24" (36" PREFERRED). TOP OF
POST TO BE NO HIGHER THAN
TOP OF UPPERMOST SIGN.
GROUND
1'-6"
6"
6"
6'-0"
1'-6"
6"
6'-6"
PARKING
ONLY
VAN
ACCESSIBLE
$250 FINE
MINIMUM
PARKING
ONLY
$250 FINE
MINIMUM
INTEGRAL CONCRETE CURB & WALK DETAIL
4"
8"
6" REVEALED CURB
FROM FINISHED
PAVEMENT SURFACE
1" TOOLED RADIUS
ODOT ITEM 608
4" THICK CONCRETE WALK
FINISHED PER THE
CONCRETE SIDEWALK
FINISH DETAIL
CURB SHALL EXTEND
6" TO 8" BELOW THE
FINISHED PAVEMENT
SURFACE BUT NOT
BELOW THE PAVEMENT
AGGREGATE BASE
REFERENCE ONLY NOT TO SCALE
SUBGRADE COMPACTION
4" AGGREGATE BASE

---

[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - C106 SWP3 - 1-28-2026 - PENDING]
726
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E
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728
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725
724
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724
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725
724
LC
LC
CLEARING LIMITS,
LIMITS OF CONSTRUCTION
SILT FENCE
SF
INLET PROTECTION (SEE
DETAIL ON SHT. C109)
TAG HATCH/SYMBOL SWP3 BMP
SF
IP
TAG LINE SWP3 BMP
INLET SILT SACK PROTECTION
(SEE DETAIL ON SHT. C109)
IPSS
CFS
12" COMPOST FILTER SOCK
MAY BE SUBSTITUTED FOR SILT
FENCE AT CONTRACTORS
DISCRETION
LC
CL
0.59 AC.
Reg. No.: 61709
2555 Hartville Rd., Suite B
Rootstown, OH 44272
www.WeberEngineeringServices.com
330-329-2037
matt@webercivil.com
CLIENT:
Issue Date
FARAJ PLAZA
BUILDING ADDITION
27210 CENTER RIDGE RD. WESTLAKE, OH
Project No. 2025-232
07-29-2025
09-04-2025
09-17-2025
OWNER:
FISCHER &
ASSOCIATES
ARCHITECTS INC.
554 WEST 9TH STREET
LORAIN, OHIO
44052
27210 CENTER
RIDGE HOLDINGS,
LLC
1908 HALLS CARRIAGE PATH
WEST LAKE, OHIO
44145
C106
ABBREVIATED
SWP3
W:\2025-232 Faraj Plaza Westlake\CAD\2025-232 Site01C - 09-16-2025\2025-232 Site01C.DWG 9/17/2025 9:19:11 AM
INSPECTION CHECKLIST
INSPECTIONS SHALL BE MADE ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY
STORM EVENT GREATER THAN ONE-HALF INCH OF RAIN PER 24 HOUR PERIOD
DATE
INSPECTOR
WEATHER
CONDITIONS
RAINFALL
AMOUNT
SEDIMENT
DISCHARGE
DISCHARGE
LOCATION
BMPS
FAILED
ADDITIONAL
BMPS NEEDED
CORRECTION
MADE
ELEVATION =
SITE BENCH MARK
BENCH MARK #1
TOP OF HYDRANT
721.41
DOVER CENTER ROAD
(WIDTH VARIES)
CENTER RIDGE ROAD
(WIDTH VARIES) ~ S.R. 20
1
FLOOD ZONE
FLOOD ZONE "X" PER FLOOD INSURANCE
RATE MAP NUMBER 39035C 0133 E
COMMUNITY PANEL NUMBER 39035 0133 E
EFFECTIVE DATE DECEMBER 3, 2010
ABBREVIATED SWP3 AMENDMENT ACTIVITIES
GRADING
DATE
SITE STABILIZATION
DATE
ABBREVIATED SWP3 AMENDMENT
DATE
ABBREVIATED SWP3 RESPONSIBLE PARTY
COMPANY NAME
CONTACT NAME
COMPANY STREET ADDRESS
CITY, STATE ZIP CODE
CONTACT PHONE NUMBER
ESTIMATED CONSTRUCTION DATES
START DATE
DATE
END DATE
DATE
ABBREVIATED SWP3 PREPARED
01*20*2021
ALL OFF-SITE BORROW OR SPOIL AREAS SHALL
BE REQUIRED TO BE PERMITTED BY A SEPARATE NOI AND
RELATED SWP3.
ALL CEMENT TRUCKS SHALL RETURN TO THE PLANT FOR
WASHOUT.
THERE WILL BE NO CONSTRUCTION ENTRANCE AS ALL ACCESS
WILL BE THROUGH EXISTING HARD SURFACES.
ALL VEHICLE FUELING SHALL OCCUR OFF SITE OR BY
TRANSFER VEHICLE.
PROPOSED
BUILDING
ADDITION
2,903 S.F. (FOOTPRINT)
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
SF
SF
SF
SF
SF
IPSS
IPSS
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
LC
CL
SF
SF
SF
SF
SF
SF
IPSS
IPSS
IPSS
IPSS
IPSS
IPSS
IP

---

[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - C107 SWP3 DETAILS - 1-28-2026 - PENDING]
1. Construction personnel, including subcontractors who may use or handle hazardous
or toxic materials. shall be made aware of the following general guidelines regarding
disposal and handling of hazardous and construction wastes:
·Prevent spills
·Use products up
·Follow label directions for disposal
·Remove lids from empty bottles and cans when disposing in trash
·Recycle wastes whenever possible
·Don't pour into waterways, storm drains or onto the ground
·Don't pour down the sink, floor drain or septic tanks
·Don't bury chemicals or containers
·Don't bum chemicals or containers
·Don't mix chemicals together
2.
Containers shall be provided for the proper collection of all waste material
including construction debris, trash, petroleum products and any hazardous
materials used on-site. Containers shall be covered and not leaking. All waste
material shall be disposed of at facilities approved for that material. Construction
Demolition and Debris (CD&D) waste must be disposed of at an Ohio EPA approved
CD&D landfill.
3.
No construction related waste materials are to be buried on-site. By exception,
clean fill (bricks, hardened concrete, soil) may be utilized in a way which does not
encroach upon natural wetlands, streams or floodplains or result in the contamination of
waters of the state.
4.
Handling Construction Chemicals. Mixing. pumping. transferring or other handling
of construction chemicals such as fertilizer. lime. asphalt. concrete drying compounds. and all
other potentially hazardous materials shall be performed in an area
away from any watercourse. ditch or storm drain.
5.
Equipment Fueling and Maintenance, oil changing. etc .. shall be performed away
from watercourses. ditches or storm drains. in an area designated for that purpose. The
designated area shall be equipped for recycling oil and catching spills. Secondary containment
shall be provided for all fuel oil storage tanks. These areas must be inspected
every seven days and within 24 hrs. of a 0.5 inch or greater rain event to ensure there
are no exposed materials which would contaminate storm water. Site operators must
be aware that Spill Prevention Control and Countermeasures (SPCC) requirements may
apply. An SPCC plan is required for sites with one single above ground tank of 660 gallons or
more, accumulative above ground storage of 1330 gallons or more, or 42,000
gallons of underground storage. Contaminated soils must be disposed of in accordance
with Item 8.
6.
Concrete Wash Water shall not be allowed to flow to streams, ditches, storm drains,
or any other water conveyance. A sump or pit with no potential for discharge shall be
constructed if needed to contain concrete wash water. Field tile or other subsurface
drainage structures within 10 ft. of the sump shall be cut and plugged.
7.
Spill Reporting Requirements: Spills on pavement shall be absorbed with sawdust
or kitty litter and disposed of with the trash at a licensed sanitary landfill. Hazardous or
industrial wastes such as most solvents, gasoline, oil-based paints, and cement curing
compounds require special handling. Spills shall be reported to Ohio EPA (1-800-282-
9378). Spills of 25 gallons or more of petroleum products shall be reported to Ohio
EPA, the local fire department, and the Local Emergency Planning Committee within
30 min. of the discovery of the release. All spills which contact waters of the state must
be reported to Ohio EPA.
8.
Contaminated Soils. If substances such as oil, diesel fuel, hydraulic fluid, antifreeze,
etc. are spilled, leaked, or released onto the soil, the soil should be dug up and disposed
of at licensed sanitary landfill or other approved petroleum contaminated soil remediation
facility. (not a construction/demolition debris landfill). Note that storm water runoff associated
with contaminated soils are not be authorized under Ohio EPA's General
Storm Water Permit associated with Construction Activities.
9.
Open Burning. No materials containing rubber, grease, asphalt, or petroleum products,
such as tires, autoparts, plastics or plastic coated wire may be burned (OAC
3745-19). Open burning is not allowed in restricted areas, which are defined as: 1)
within corporation limits; 2) within 1000 feet outside a municipal corporation having
a population of 1000 to 10,000; and 3) a one mile zone outside of a corporation of 10,
000 or more. Outside of restricted areas, no open burning is allowed within a 1000
feet of an inhabited building on another property. Open burning is permissible in a
restricted area for: heating tar, welding, smudge pots and similar occupational needs,
and heating for warmth or outdoor barbeques. Outside of restricted areas, open burning
is permissible for landscape or land-clearing wastes (plant material, with prior written
permission from Ohio EPA) , and agricultural wastes, excluding buildings.
10.
Dust Control or dust suppressants shall be used to prevent nuisance conditions, in
accordance with the manufacturer's specifications and in a manner, which prevent a discharge
to waters of the state. Sufficient distance must be provided between applications
and nearby bridges, catch basins, and other waterways. Application (excluding water)
may not occur when rain is imminent as noted in the short term forecast. Used oil may
not be applied for dust control.
11.
Other Air Permitting Requirements: Certain activities associated with construction
will require air permits including but not limited to: mobile concrete batch plants,
mobile asphalt plants, concrete crushers, large generators, etc. These activities will
require specific Ohio EPA Air Permits for installation and operation. Operators must
seek authorization from the corresponding district of Ohio EPA. For demolition of all
commercial sites, a Notification for Restoration and Demolition must be submitted to
Ohio EPA to determine if asbestos corrective actions are required.
12.
Process Waste Water/Leachate Management. Ohio EPA's Construction General
Permit only allows the discharge of storm water and does not include other waste
streams/discharges such as vehicle and/or equipment washing, on-site septic leachate
concrete wash outs, which are considered process wastewaters. All process wastewaters must
be collected and properly disposed at an approved disposal facility. In the
event, leachate or septage is discharged; it must be isolated for collection and proper
disposal and corrective actions taken to eliminate the source of waste water.
13.
A Permit To Install (PTn is required prior to the construction of all centralized sanitary
systems, including sewer extensions, and sewerage systems (except those serving
one, two, and three family dwellings) and potable water lines. Plans must be submitted and
approved by Ohio EPA. Issuance of an Ohio EPA Construction General Storm
Water Permit does not authorize the installation of any sewerage system where Ohio
EPA has not approved a PTI.
CONSTRUCTION SEQUENCE
(ALL ITEMS ARE TO BE THE RESPONSIBILITY OF THE GENERAL SITE
CONTRACTOR)
SITE PREPARATION
NOTE:
PROVIDE SAFE AND SECURE PEDESTRIAN AND VEHICULAR TRAFFIC
CIRCULATION THROUGHOUT THE ENTIRETY OF THE CONSTRUCTION SEQUENCE
WITH WELL DEFINED CONSTRUCTION BOUNDARIES TO BE ACCESSED BY
CONSTRUCTION PERSONNEL ONLY. ALL EROSION CONTROLS ARE TO BE
THOROUGHLY INSPECTED BY THE CONTRACTOR UPON THE COMPLETION OF
EACH WORK DAY AND MAINTAINED THROUGHOUT THE REQUIRED LIFE OF THE
CONTROL, AS SPECIFIED BY THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLANS AND NARRATIVE. THE CONTRACTOR MUST REVIEW THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLANS AND NARRATIVE.
THE CONTRACTOR MUST REVIEW THE APPROVED NPDES PERMIT AND SIGN THE
PERMIT TO ACCEPT RESPONSIBILITIES AS THE CO-PERMITEE.
INITIAL PHASE (WITHIN 7 DAYS OF START OF GRUBBING)
1.
INSTALL A TEMPORARY CONSTRUCTION ENTRANCE FOR ACCESS TO
CONSTRUCTION AREAS OF SITE.
2.
SETUP CONSTRUCTION TRAILER ON SITE AND ESTABLISH TEMPORARY
POWER AND TELEPHONE SERVICE AS NECESSARY.
3.
ALL TEMPORARY UTILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
4.
STAKEOUT LIMITS OF DISTURBANCE.
5.
INSTALL TEMPORARY INLET PROTECTION ON ALL EXISTING CATCH BASINS
WITHIN LIMITS OF CONSTRUCTION. REMOVE SILT PROTECTION FROM
DESIGNATED INLETS ONLY WHEN INLET STRUCTURE IS TO BE REMOVED AS
REQUIRED BY PROGRESSION OF CONSTRUCTION. REFER TO PLANS FOR
IDENTIFICATION OF INLET STRUCTURES TO BE REMOVED.
6.
INSTALL ALL FILTER FABRIC FENCE WHERE SHOWN ON PLANS.
7.
BEGIN SITE CLEARING.
8.
REMOVE TOPSOIL FROM AREAS OF BUILDING AND PAVEMENT.
9.
BEGIN EARTHWORK OPERATIONS.
10.
CONSTRUCT STORM WATER BASIN.
11. IN THE EVENT OF RAIN, ALLOW STANDING WATER TO SETTLE PRIOR TO
PUMPING. UTILIZE THE PUMPING SYSTEMS TO PUMP POLLUTED WATER PER
E.P.A. REQUIREMENTS. ALLOW ONLY CLEAN WATER TO BE DISCHARGED TO
THE EXISTING DRAINAGE SYSTEM. REMOVE SILT FROM BASINS AS
NECESSARY PRIOR TO CONTINUING EARTHWORK. MATERIAL SHOULD BE
MECHANICALLY SPREAD AND DRIED PRIOR TO INCORPORATION INTO THE
EARTHWORK PROCEDURES. ADEQUACY OF THE DRIED MATERIAL IS TO BE
DETERMINED BY A GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE
RESPONSIBLE AND ENSURE THAT PROPER MECHANISMS ARE IN PLACE TO
CONTROL WASTE MATERIALS. CONSTRUCTION WASTES INCLUDES, BUT ARE
NOT LIMITED TO, EXCESS SOIL MATERIALS, BUILDING MATERIALS,
CONCRETE WASH WATER, SANITARY WASTES, ETC., THAT COULD
ADVERSELY IMPACT WATER QUALITY. MEASURES SHALL BE PLANNED AND
IMPLEMENTED FOR HOUSEKEEPING, MATERIALS MANAGEMENT, AND
LITTER CONTROL. WHEREVER POSSIBLE, RECYCLING OF EXCESS MATERIALS
IS PREFERRED, RATHER THAN DISPOSAL.
INTERIM PHASE GENERAL CONSTRUCTION
1.
MAINTAIN TEMPORARY CONTROLS UNTIL REMOVAL IS WARRANTED DUE TO
PROGRESSION OF WORK.
2.
BEGIN EARTHMOVING OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR
NOTIFYING THE COUNTY CONSERVATION DISTRICT OF LOCATION AND
EROSION AND SEDIMENTATION CONTROL MEASURES IMPLEMENTED AT
BORROW OR SPOIL SITE OF IMPORT/EXPORT MATERIAL. THE CONTRACTOR
IS TO COORDINATE WITH OWNER THE PLACEMENT OF SUCH MEASURES.
3.
STORM SEWER, SANITARY SEWER, WATER LINE AND UTILITY LINE
CONSTRUCTION MAY BEGIN IMMEDIATELY FOLLOWING ESTABLISHMENT OF
GRADE AND WITH THE PERMISSION OF THE OWNER.
4.
STABILIZE ALL UTILITY TRENCHES AT THE END OF EACH WORKDAY BY
MEANS OF GRAVEL BACKFILL TO SURFACE, REPAVING OR MULCHING.
5.
REPLACE TOPSOIL, FINE GRADE AND SEED AS REQUIRED.
6.
STABILIZE ALL DISTURBED AREAS WITH PERMANENT SEED AND MULCHING
OR CROWNVETCH SEEDING IMMEDIATELY UPON REACHING FINAL GRADE.
7.
INSTALL PAVEMENT SUBBASE.
8.
BEGIN BITUMINOUS PAVING, REMOVING TEMPORARY CONSTRUCTION
ENTRANCE ONLY WHEN NECESSARY.
9.
RESEED AND REDRESS ANY AREAS THAT MAY REQUIRE ATTENTION
IMMEDIATELY. NOTE THAT LAWN AREAS WILL NOT BE DEEMED STABLE
UNTIL A UNIFORM 80% COVERAGE IS ACHIEVED.
10.
ALL EROSION MEASURES SHALL REMAIN IN PLACE UNTIL THE SITE IS
STABILIZED. ALL AREAS OF VEGETATIVE SURFACE STABILIZATION,
WHETHER TEMPORARY OR PERMANENT, SHALL BE CONSIDERED TO BE IN
PLACE AND FUNCTIONAL WHEN THE REQUIRED UNIFORM RATE OF
COVERAGE (80%) IS OBTAINED.
FINAL PHASE POST-PAVING BASIN CONVERSION
1.
IF, FOR ANY REASON, THE PROJECT IS SUSPENDED, THE CONTRACTOR SHALL
INSURE THAT ALL INSTALLED EROSION MEASURES ARE FUNCTIONING AND
PROPERLY MAINTAINED DURING THIS PERIOD, AND THAT ALL BARED SOILS
ARE SEEDED AND MULCHED WITH TEMPORARY SEED MIXTURE.
2.
THE FOLLOWING ITEMS MUST BE COMPLETED BY THE CONTRACTOR, IN
ORDER, ONCE THE SITE HAS BEEN DEEMED STABLE:
A.
REMOVE SEDIMENT CONTROL DEVICES AND ESTABLISH WATER
QUALITY CONTROL ORIFICE.
B.
REMOVE TEMPORARY CONSTRUCTION ENTRANCE PRIOR TO
COMPLETION OF PAVING.
C.
SITE CLEAN UP.
D.
RESEED ANY AREAS THAT REQUIRE ADDITIONAL SEED
E.
FILTER FENCES ARE TO BE CLEANED, REMOVED, BACKFILLED AND
SEEDED WITH PERMANENT SEEDING.
F.
VERIFY POSITIVE CONVEYANCE FLOW IN ALL DRAINAGE
STRUCTURES.
ADDITIONAL SWP3 CONSIDERATIONS
NO OPEN BURNING
DUST CONTROL SHALL BE ACHIEVED BY USE OF WATERING TRUCKS. USE OF OIL
IS STRICTLY PROHIBITED. INLET PROTECTION MUST BE IMPLEMENTED PRIOR TO
DUST CONTROL MEASURES.
IN THE EVENT OF A PETROLEUM SPILL (>25 GALLONS) OR THE PRESENCE OF OIL
SHEEN, THE CONTRACTOR SHALL CONTACT THE OHIO E.P.A. AT 800-282-9378, THE
LOCAL FIRE DEPARTMENT.
SMALL SPILLS (<25 GALLONS) SHALL BE CLEANED UP USING AN ABSORBING
AGENT, THE ABSORBING AGENT REMOVED AND DISPOSED OF ACCORDING TO
FEDERAL REGULATIONS.
ALL TRENCH DEWATERING MEASURES SHALL BE DISCHARGED INTO SETTLING
BASINS PRIOR TO DISCHARGE FROM SITE. BMP'S THAT REQUIRE REPAIR SHALL BE
REPAIRED WITHIN 3 DAYS OF INSPECTION. SETTLING PONDS MUST BE REPAIRED
WITHIN 10 DAYS OF INSPECTION.
STREETS ADJACENT TO SITE SHALL BE CLEANED AT THE END OF EACH WORK
DAY.
POST-CONSTRUCTION BMP RATIONALE
STORM WATER MANAGEMENT AND POST CONSTRUCTION WATER QUALITY BMP'S
ARE NOT REQUIRED DUE TO THE SCOPE OF THE PROJECT BEING LESS THAN ONE
(1) ACRE.
BMP INSPECTION CHECKLIST
REGULAR INSPECTION AND MAINTENANCE WILL BE PROVIDED FOR ALL EROSION
AND SEDIMENT CONTROL PRACTICES. PERMANENT RECORDS OF MAINTENANCE
AND INSPECTIONS MUST BE KEPT THROUGHOUT THE CONSTRUCTION PERIOD.
INSPECTIONS MUST BE MADE A MINIMUM OF ONCE EVERY 7 DAYS AND
IMMEDIATELY AFTER STORM EVENTS GREATER THAN 0.5 INCHES OF RAIN IN A 24
HOUR PERIOD. PROVIDED WILL BE NAME OF INSPECTOR, MAJOR OBSERVATIONS,
DATED OF INSPECTION AND CORRECTIVE MEASURES TAKEN. RECORDS SHALL L BE
SUBMITTED TO THE CITY OF WESTLAKE ENGINEERING DEPARTMENT FOR REVIEW
BY MAY 1st OF EACH YEAR.
ALL CONTROL PRACTICES THAT REQUIRE REPAIR SHALL BE REPAIRED WITHIN
THREE (3) DAYS OF THE INSPECTION.
BMP
FREQUENCY
NOTES
GENERAL INSPECTION
EVERY 6 MO.
STORM WATER BASIN
MONTHLY
VEGETATION
MONTHLY
FIRST 2 GROWING
SEASONS THEN TWICE
A YEAR
SILT FENCE
MONTHLY
FIRST GROWING SEASON
SPECIFICATIONS FOR TEMPORARY SEEDING
1.
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SUCH AS DIVERSIONS AND SEDIMENT
TRAPS SHALL BE INSTALLED AND STABILIZED WITH TEMPORARY SEEDING PRIOR TO GRADING THE
REST OF THE CONSTRUCTION-SITE.
2.
TEMPORARY SEED SHALL BE APPLIED BETWEEN CONSTRUCTION OPERATIONS ON SOIL THAT WILL
NOT BE GRADED OR REWORKED FOR 14 DAYS OR MORE. THESE IDLE AREAS SHOULD BE SEEDED AS
SOON AS POSSIBLE AFTER GRADING OR SHALL BE SEEDED WITHIN 7 DAYS. SEVERAL APPLICATIONS
OF TEMPORARY SEEDING ARE NECESSARY ON TYPICAL CONSTRUCTION PROJECTS.
3.
THE SEEDBED SHALL BE PULVERIZED AND LOOSE TO ENSURE THE SUCCESS OF ESTABLISHING
VEGETATION. HOWEVER, TEMPORARY SEEDING SHALL NOT BE POSTPONED IF IDEAL SEEDBED
PREPARATION IS NOT POSSIBLE.
4.
SOIL AMENDMENTS--APPLICATIONS OF TEMPORARY VEGETATION SHALL ESTABLISHED ADEQUATE
STANDS OF VEGETATION WHICH MAY REQUIRE THE USE OF SOIL AMENDMENTS. SOIL TESTS
SHOULD BE TAKEN ON THE SITE TO PREDICT THE NEED FOR LIME AND FERTILIZER.
5.
SEEDING METHOD--SEED SHALL BE APPLIED UNIFORMLY WITH A CYCLONE SEEDER, DRILL,
CULTIPACKER SEEDER, OR HYDROSEEDER. WHEN FEASIBLE, SEED THAT HAS BEEN BROADCAST
SHALL BE COVERED BY RAKING OR DRAGGING AND THEN LIGHTLY TAMPED INTO PLACE USING A
ROLLER OR CULTIPACKER. IF HYDROSEEDING IS USED, THE SEED AND FERTILIZER WILL BE MIXED
ON-SITE AND THE SEEDING SHALL BE DONE IMMEDIATELY AND WITHOUT INTERRUPTION.
MULCHING TEMPORARY SEEDING
1.
APPLICATIONS OF TEMPORARY SEEDING SHALL INCLUDE MULCH WHICH SHALL BE APPLIED DURING
OR IMMEDIATELY AFTER SEEDING. SEEDINGS MADE DURING OPTIMUM SEEDING DATES AND WITH
FAVORABLE SOIL CONDITIONS AND ON VERY FLAT SOIL CONDITIONS MAY NOT NEED MULCH TO
ACHIEVE ADEQUATE STABILIZATION.
2.
MATERIALS: STRAW--IF STRAW IS USED, IT SHALL BE UNROTTED SMALL-GRAIN APPLIED AT 2
TONS/AC. OR 90 LB. / 1,000 SQ. FT. (TWO TO THREE BALES). THE MULCH SHALL BE SPREAD UNIFORMLY
BY HAND OR MECHANICALLY SO THE SOIL SURFACE IS COVERED. FOR UNIFORM DISTRIBUTION OF
HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1,000 SQ. FT. SECTIONS AND SPREAD TWO
45 LB. BALES OF STRAW IN EACH SECTION. HYDROSEEDERS--IF WOOD CELLULOSE FIBER IS USED, IT
SHALL BE USED AT 2,000 LB. / AC. OR 46 LB. /1,000 SQ. FT. OTHER--OTHER ACCEPTABLE MULCHES
INCLUDE MULCH MATTINGS APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS OR
WOOD CHIPS APPLIED AT 6 TONS / AC.
3.
STRAW MULCH SHALL BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR WATER.
ANCHORING METHODS: MECHANICAL--A DISK, CRIMPER OR SIMILAR TYPE TOOL SHALL BE SET
STRAIGHT TO PUNCH OR ANCHOR THE MULCH MATERIAL INTO THE SOIL. STRAW MECHANICALLY
ANCHORED SHALL NOT BE FINELY CHOPPED BUT, GENERALLY BE LEFT LONGER THAN 6 IN. MULCH
NETTINGS--NETTINGS SHALL BE USED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
NETTING MAY BE NECESSARY TO HOLD MULCH IN PLACE IN AREAS OF CONCENTRATED RUNOFF AND
ON CRITICAL SLOPES. SYNTHETIC BINDERS--SYNTHETIC BINDERS SUCH AS ACRYLIC DLR (AGRI-TAC),
DCA-70, PETROSET, TERRA-TACK OR EQUAL MAY BE USED AT RATES RECOMMENDED BY THE
MANUFACTURER. WOOD-CELLULOSE FIBRE--WOOD-CELLULOSE FIBER BINDER SHALL BE APPLIED AT
A NET DRY WEIGHT OF 750 LB. /AC. THE WOOD-CELLULOSE FIBER SHALL BE MIXED WITH WATER AND
THE MIXTURE SHALL CONTAIN A MAXIMUM OF 50 LB. / 100 GAL.
TEMPORARY SEEDING SPECIES SELECTION
SEEDING DATES
SPECIES
LB/100
FT^2
LB/ACRE
MARCH 1 TO
AUGUST 15
OATS
TALL FESCUE
ANNUAL RYEGRASS
3
1
1
128 (4 BUSHEL)
40
40
PERENNIAL RYEGRASS
TALL FESCUE
ANNUAL RYEGRASS
1
1
1
40
40
40
ANNUAL RYEGRASS
PERENNIAL RYEGRASS
CREEPING RED FESCUE
KENTUCKY BLUEGRASS
1.25
3.25
0.4
0.4
55
142
17
17
OATS
TALL FESCUE
ANNUAL RYEGRASS
3
1
1
128 (3 BUSHELS)
40
40
AUGUST 16TH
TO NOVEMBER
RYE
TALL FESCUE
ANNUAL RYEGRASS
3
1
1
112 (2 BUSHEL)
40
40
WHEAT
TALL FESCUE
ANNUAL RYEGRASS
3
1
1
120 (BUSHEL)
40
40
PERENNIAL RYE
TALL FESCUE
ANNUAL RYEGRASS
1
1
1
40
40
40
ANNUAL RYEGRASS
PERENNIAL RYEGRASS CREEPING
RED FESCUE
KENTUCKY BLUEGRASS
1.25
3.25
0.4
0.4
40
40
40
NOVEMBER 1
TO FEB. 29
USE MULCH ONLY FOR DORMANT SEEDING
NOTE: OTHER APPROVED SPECIES MAY BE SUBSTITUTED
TABLE 1: PERMANENT STABILIZATION
AREA REQUIRING PERMANENT STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS
ANY AREAS THAT WILL LIE DORMANT FOR ONE
YEAR OR MORE
ANY AREAS WITHIN 50 FEET OF A SURFACE
WATER OF THE STATE AND AT FINAL GRADE
ANY OTHER AREAS AT FINAL GRADE
WITHIN SEVEN DAYS OF THE MOST RECENT
DISTURBANCE
WITHIN TWO DAYS OF REACHING FINAL GRADE
WITHIN SEVEN DAYS OF REACHING FINAL
GRADE WITHIN THAT AREAS
TABLE 2: TEMPORARY STABILIZATION
AREA REQUIRING TEMPORARY STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS
ANY DISTURBED AREAS WITHIN 50 FEET OF A
SURFACE WATER OF THE STATE AND NOT AT
FINAL GRADE
FOR ALL CONSTRUCTION ACTIVITIES, AND
DISTURBED AREAS THAT WILL BE DORMANT
FOR MORE THAN 14 DAYS BUT LESS THAN ONE
YEAR, AND NOT WITHIN 50 FEET OF A SURFACE
WATER OF THE STATE
DISTURBED AREAS THAT WILL BE IDLE OVER
WINTER
WITHIN TWO DAYS OF THE MOST RECENT
DISTURBANCE IF THE AREA WILL REMAIN IDLE
FOR MORE THAN 14 DAYS
WITHIN SEVEN DAYS OF THE MOST RECENT
DISTURBANCE WITHIN THE AREA
FOR RESIDENTIAL SUBDIVISIONS, DISTURBED
AREAS MUST BE STABILIZED AT LEAST SEVEN
DAYS PRIOR TO TRANSFER OF PERMIT
COVERAGE FOR THE INDIVIDUAL LOT(S).
PRIOR TO THE ONSET OF WINTER WEATHER
WHERE VEGETATIVE STABILIZATION TECHNIQUES MAY CAUSE STRUCTURAL
INSTABILITY OR ARE OTHERWISE UNOBTAINABLE, ALTERNATIVE
STABILIZATION TECHNIQUES MUST BE EMPLOYED. PERMANENT AND
TEMPORARY STABILIZATION ARE DEFINED IN PART VII.
MIXTURE
FORMULA
LBS./ACRE
LBS./1,000
SQ. FT
TIME
MOWING
CREEPING RE FESCUE
RYEGRASS
KEENTCKY
BLUEGRASS
10-10-10
500
12
FALL, YEARLY AS
NEEDED
NOT CLOSER
THAN 3"
TALL FESCUE
10-10-10
500
12
NOT CLOSER
THAN 4"
TURF-TYPE FESCUE
10-10-10
500
12
CROWN VETCH
FESCUE
0-20-20
400
10
SPRING, YEARLY
FOLLOWING
ESTABLISHMENT
AND EVERY 4-7
YEARS THEREAFTER
DO NOT MOW
FLAT PEA FESCUE
0-20-20
400
10
DO NOT MOW
NOTE: FOLLOWING SOIL TEST RECOMMENDATIONS IS PREFERRED TO FERTILIZER RATES SHOWN ABOVE.
PERMANENT SEEDING
SEED MIX
SEEDING RATE
NOTES
LBS./ACRE
LBS./1,000
SQ. FEET
GENERAL USE
CREEPING RED FESCUE
DOMESTIC RYEGRASS
KENTUCKY BLUEGRASS
20-40
10-20
20-40
1/2-1
1/4-1/2
1/2-1
FOR CLOSE MOWING &
FOR WATERWAYS
WITH<2.0 FT/SEC
VELOCITY
TALL FESCUE
40-50
1-1 1
4
TURF- TYPE (DWARF)
FESCUE
90
2 1
4
STEEP BANKS OR CUT SLOPES
TALL FESCUE
40-50
1-1/4
CROWN VETCH
TALL FESCUE
10-20
20-30
1/4-1/2
1/2-3/4
DO NOT SEED LATER
THAN AUGUST
FLAT PEA
TALL FESCUE
20-25
20-30
1/2-3/4
1/2-3/4
DO NOT SEED LATER
THAN AUGUST
ROAD DITCHES AND SWALES
TALL FESCUE
40-50
1-1 1/4
TURF-TYPE
(DWARF) FESCUE
KENTUCKY BLUEGRASS
90
5
2 1/4
0.1
LAWNS
KENTUCKY BLUEGRASS
PERENNIAL RYEGRASS
100-120
2
2
KENTUCKY BLUEGRASS
CREEPING RED FESCUE
100-120
2
1-1/2
FOR SHADED AREAS
NOTE: OTHER APPROVAL SEED SPECIES MAY BE SUBSTITUTED.
2. MATERIALS
SPECIFICATIONS FOR PERMANENT SEEDING
SITE PREPARATION
1. A SUBSOILER, PLOW OR OTHER IMPLEMENT SHALL BE
USED TO REDUCE SOIL COMPACTION AND ALLOW
MAXIMUM INFILTRATION. (MAXIMIZING INFILTRATION
WILL HELP CONTROL BOTH RUNOFF RATE AND WATER
QUALITY.) SUBSOILING SHOULD BE DONE WHEN THE
SOIL MOISTURE IS LOW ENOUGH TO ALLOW THE SOIL TO
CRACK OR FRACTURE. SUBSOILING SHALL NOT BE DONE
ON SLIP-PRONE AREAS WHERE SOIL PREPARATION
SHOULD BE LIMITED TO WHAT IS NECESSARY FOR
ESTABLISHING VEGETATION.
2. THE SITE SHALL BE GRADED AS NEEDED TO PERMIT
THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED
PREPARATION AND SEEDING.
3. TOPSOIL SHALL BE APPLIED WHERE NEEDED TO
ESTABLISH VEGETATION. SEEDBED PREPARATION
a. LIME--AGRICULTURAL GROUND LIMESTONE
SHALL BE APPLIED TO ACID SOIL AS
RECOMMENDED BY A SOIL TEST. IN LIEU OF A SOIL
TEST, LIME SHALL BE APPLIED AT THE RATE OF 100
LB./1,000 SQ. FT. OR 2 TONS/ACRE.
b. FERTILIZER--FERTILIZER SHALL BE APPLIED AS
RECOMMENDED BY A SOIL TEST. IN LIEU OF
A SOIL TEST, FERTILIZER SHALL BE APPLIED AT A
RATE OF 25 LB./1,000 SQ. FT. OR 1000 LB./ACRE OF
10-10-10 OR 12-12-12 ANALYSES.
c. THE LIME AND FERTILIZER SHALL BE WORKED
INTO THE SOIL WITH A DISK HARROW,
SPRING-TOOTH HARROW OR OTHER SUITABLE
FIELD IMPLEMENT TO A DEPTH OF 3 INCHES. ON
SLOPING LAND, THE SOIL SHALL BE WORKED ON
THE CONTOUR.
SEEDING DATES AND SOIL CONDITIONS
SEEDING SHOULD BE DONE MARCH 1 TO MAY 31 OR AUG 1 TO
SEPTEMBER 30. IF SEEDING OCCURS OUTSIDE OF THE ABOVE
SPECIFIED DATES, ADDITIONAL MULCH AND IRRIGATION
MAY BE REQUIRED TO ENSURE A MINIMUM OF 80%
GERMINATION. TILLAGE FOR SEEDBED PREPARATION
SHOULD BE DONE WHEN SOIL IS DRY ENOUGH TO CRUMBLE
AND NOT FORM RIBBONS WHEN COMPRESSED BY HAND. FOR
WINTER SEEDING, SEE THE FOLLOWING SECTION ON
DORMANT SEEDING.
DORMANT SEEDING
1. SEEDINGS SHOULD NOT BE MADE FROM OCTOBER 1
THROUGH NOVEMBER 20. DURING THIS PERIOD, THE
SEEDS ARE LIKELY TO GERMINATE BUT PROBABLY
WILL NOT BE ABLE TO SURVIVE THE WINTER.
2. THE FOLLOWING METHODS MAY BE USED FOR
"DORMANT SEEDING":
-
FROM OCTOBER 1 THROUGH NOVEMBER 20, PREPARE
THE SEEDBED, ADD THE REQUIRED AMOUNTS OF LIME
AND FERTILIZER, THEN MULCH AND ANCHOR.
AFTER NOVEMBER 20, BROADCAST THE SELECTED SEED
MIXTURE AT A 50% INCREASE IN THE SEEDING RATE.
-
FROM NOVEMBER 20 THROUGH MARCH 15, WHEN SOIL
CONDITIONS PERMIT, PREPARE THE SEEDBED,
LIME
AND FERTILIZE, APPLY THE SELECTED SEED
MIXTURE, MULCH AND ANCHOR. INCREASE THE
SEEDING RATES BY 50% FOR THIS TYPE OF SEEDING.
-
APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER,
DRILL, CULTIPACKER SEEDER OR HYDRO-SEEDER
(SLURRY MAY INCLUDE SEED AND FERTILIZER)
ON A FIRM, MOIST SEEDBED.
-
WHERE FEASIBLE, EXCEPT WHEN A CULTIPACKER TYPE
SEEDER IS USED, THE SEEDBED SHOULD BE
FIRMED FOLLOWING SEEDING OPERATIONS WITH
A CULTIPACKER, ROLLER OR LIGHT DRAG. ON
SLOPING LAND, SEEDING OPERATIONS SHOULD
FOLLOW THE CONTOUR WHERE FEASIBLE.
EROSION PREVENTION PRACTICES
MULCHING
1. MULCH MATERIAL SHALL BE APPLIED IMMEDIATELY
AFTER SEEDING. DORMANT SEEDING SHALL BE
MULCHED. 100% OF THE GROUND SURFACE SHALL
BE COVERED WITH AN APPROVED MATERIAL.
STRAW--IF STRAW IS USED IT SHALL BE UNROTTED
SMALL-GRAIN STRAW APPLIED AT THE RATE OF 2 TONS/ACRE
OR 90 LB./1,000 SQ. FT. (TWO TO THREE BALES). THE MULCH
SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO
THE SOIL SURFACE IS COVERED. FOR UNIFORM DISTRIBUTION
OF DIVIDE AREA INTO APPROXIMATELY 1,000-SQ.-FT.
HAND-SPREAD MULCH, SECTIONS AND SPREAD TWO 45-LB.
BALES OF STRAW IN EACH SECTION.
HYDROSEEDERS--IF WOOD CELLULOSE FIBER IS USED, IT
SHALL BE USED AT 2,000 LB./ACRE. OR 46 LB./1,000 SQ. FT.
OTHER--OTHER ACCEPTABLE MULCHES INCLUDE
ROLLED EROSION CONTROL MATTINGS OR BLANKETS
APPLIED ACCORDING TO MANUFACTURER'S
RECOMMENDATIONS OR WOOD CHIPS APPLIED AT 6
TONS/ACRE.
3. STRAW AND MULCH ANCHORING METHODS
STRAW MULCH SHALL BE ANCHORED IMMEDIATELY TO
MINIMIZE LOSS BY WIND OR WATER.
MECHANICAL--A DISK, CRIMPER OR SIMILAR TYPE
TOOL SHALL BE SET STRAIGHT TO PUNCH OR ANCHOR
THE MULCH MATERIAL INTO THE SOIL. STRAW
MECHANICALLY ANCHORED SHALL NOT BE FINELY
CHOPPED BUT GENERALLY LEFT LONGER THAN 6 IN.
MULCH NETTINGS-NETTINGS SHALL BE USED
ACCORDING TO THE MANUFACTURER'S
RECOMMENDATIONS. NETTING MAY BE NECESSARY TO
HOLD MULCH IN PLACE IN AREAS OF CONCENTRATED
RUNOFF AND ON CRITICAL SLOPES.
SYNTHETIC BINDERS-SYNTHETIC BINDERS SUCH AS
ACRYLIC DLR (AGRI-TAC), DCA-70, PETROSET, TERRA
TACK OR EQUIVALENT MAY BE USED AT RATES
SPECIFIED BY THE MANUFACTURER.
EROSION PREVENTION PRACTICES
WOOD CELLULOSE FIBER--WOOD CELLULOSE FIBER
BINDER SHALL BE APPLIED AT A NET DRY WEIGHT OF 750
LBS./ACRE. THE WOOD CELLULOSE FIBER SHALL BE MIXED
WITH WATER WITH THE MIXTURE CONTAINING A MAXIMUM
OF 50 LBS. CELLULOSE/100 GALLONS OF WATER.
IRRIGATION
1. PERMANENT SEEDING SHALL INCLUDE IRRIGATION TO
ESTABLISH VEGETATION DURING DRY WEATHER OR
ON ADVERSE SITE CONDITIONS, WHICH REQUIRE
ADEQUATE MOISTURE FOR SEED GERMINATION AND
PLANT GROWTH.
2. IRRIGATION RATES SHALL BE MONITORED TO
PREVENT EROSION AND DAMAGE TO SEEDED AREAS
FROM EXCESSIVE RUNOFF.
Reg. No.: 61709
2555 Hartville Rd., Suite B
Rootstown, OH 44272
www.WeberEngineeringServices.com
330-329-2037
matt@webercivil.com
CLIENT:
Issue Date
FARAJ PLAZA
BUILDING ADDITION
27210 CENTER RIDGE RD. WESTLAKE, OH
Project No. 2025-232
07-29-2025
09-04-2025
09-17-2025
OWNER:
FISCHER &
ASSOCIATES
ARCHITECTS INC.
554 WEST 9TH STREET
LORAIN, OHIO
44052
27210 CENTER
RIDGE HOLDINGS,
LLC
1908 HALLS CARRIAGE PATH
WEST LAKE, OHIO
44145
C107
ABBREVIATED
SWP3
DETAILS
W:\2025-232 Faraj Plaza Westlake\CAD\2025-232 Site01C - 09-16-2025\2025-232 Site01C.DWG 9/17/2025 9:16:20 AM

---

[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - C108 SWP3 DETAILS - 1-28-2026 - PENDING]
IP
TCE
SF
IPSS
SILTSACK DETAIL
SF
6"
16" MIN.
16" MIN.
SILT FENCE
GRADE
10'-0" MAXIMUM
LEVEL CONTOUR ON SLOPE
BOTTOM OF FENCE
POST
18" MIN.
6" MIN.
16" MIN.
SILT FENCE DETAIL
FLOW
SILT FENCE SECTION
JOINING SECTIONS OF
SILT FENCE DETAIL
REFERENCE ONLY NOT TO SCALE
REFERENCE ONLY NOT TO SCALE
REFERENCE ONLY NOT TO SCALE
PLACE FILTER FABRIC
IN 6 X 6" EXCAVATED
TRENCH UPSLOPE
ALONG LINE OF
STAKES. BACKFILL
AND COMPACT THE
EXCAVATED SOIL.
UNDISTURBED
GROUND
FILTER FABRIC
ATTACHED TO STAKES
FLAT SLOPE IN FRONT OF BARRIER
WRAP GEOTEXTILE AROUND
STAKES BEFORE DRIVING
SF
SF
TDC
OP
TCD
1.
TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE LOCATED A MINIMUM
OF 50 FT FROM STORM DRAIN INLETS, OPEN DRAINAGE FACILITIES, AND
WATERCOURSES. FACILITY SHALL BE LOCATED AWAY FROM CONSTRUCTION
TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE OR TRACKING.
TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED AS
SHOWN ON THE DETAIL WITH A MINIMUM LENGTH AND MINIMUM WIDTH OF 10'.
3
LATH AND FLAGGING SHALL BE COMMERCIAL TYPE.
4
PLASTIC LINING MATERIAL SHALL BE A MINIMUM OF 10 MIL POLYETHYLENE
SHEETING AND SHALL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT
COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
5.
A SIGN SHALL BE INSTALLED ADJACENT TO WASHOUT FACILITY TO INFORM
CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.
6.
TEMPORARY CONCRETE WASHOUT FACILITIES SHALL HAVE A TEMPORARY PIT
OR BERMED AREAS OF SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL
LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT PROCEDURES.
7.
WASHOUT OF CONCRETE TRUCKS SHALL BE PERFORMED IN DESIGNATED AREAS
ONLY.
8.
ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO
CONCRETE WASHOUT.
9.
CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE WASHED INTO
CONCRETE PUMPER TRUCKS AND DISCHARGED INTO DESIGNATED WASHOUT
AREA OR PROPERLY DISPOSED OF OFFSITE.
10.
CONCRETE WASTES SHALL BE ALLOWED TO HARDEN THEN BROKEN UP,
REMOVED, AND PROPERLY DISPOSED OF IN ACCORDANCE WITH LOCAL
REGULATION ON A REGULAR BASIS.
1
WHEN TEMPORARY WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR THE
WORK, THE HARDENED CONCRETE SHALL BE REMOVED AND DISPOSED OF.
MATERIALS USED TO CONSTRUCT THE WASHOUT FACILITIES SHALL BE
REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF.
CONCRETE WASHOUT SIGN
BLACK
LETTERS
6" HEIGHT
PLYWOOD
48" X 24"
PAINTED
WHITE
CONCRETE
WASHOUT
BERM
A
A
TEMP. CONCRETE WASHOUT FACILITY
LATH & FLAGGING
ON ALL SIDES
SANDBAGS
10 MIL
PLASTIC
LINING
10 MIL
PLASTIC
LINING
SANDBAGS
BERM
SECTION A-A
REFERENCE ONLY NOT TO SCALE
TCW
TCE
24'
70'
CONSTRUCTION ENTRANCE PLAN
CONSTRUCTION ENTRANCE PROFILE
RIGHT OF WAY
DIVERSION AS
NEEDED
ROAD OR OTHER
PAVED SURFACE
18" OR SUFFICIENT
TO DIVERT RUNOFF
CULVERT AS NEEDED
REFERENCE ONLY NOT TO SCALE
REFERENCE ONLY NOT TO SCALE
ROAD OR OTHER
PAVED SURFACE
1. STONE SIZE - ODOT #2 (1.5-2.5 INCH) STONE SHALL BE
USED, OR RECYCLED CONCRETE EQUIVALENT.
LENGTH- THE CONSTRUCTION ENTRANCE SHALL BE
AS LONG AS REQUIRED TO STABALIZE HIGH TRAFFIC
AREAS BUT NOT LESS THAN 70 FT. (EXCEPTION:
APPLY 30 FT. MINIMUM TO SINGLE RESIDENCE LOTS.)
THICKNESS- THE STONE LAYER SHALL BE AT LEAST 6
INCHES THICK FOR LIGHT DUTY ENTRANCES OR AT
LEAST 10 INCHES FOR HEAVY DUTY USE.
WIDTH- THE ENTRANCE SHALL BE AT LEAST 14 FEET
WIDE, BUT NOT LESS THAN THE FULL WIDTH AT
POINTS WHERE INGRESS OR EGRESS OCCURS.
GEOTEXTILE- A GEOTEXTILE SHALL BE LAID OVER
THE ENTIRE AREA PRIOR TO PLACING STONE . IT
SHALL BE COMPOSED OF STRONG ROT-PROOF
POLYMERIC FIBERS AND MEET THE FOLLOWING
SPECIFICATIONS.
TIMING- THE CONSTRUCTION ENTRANCE SHALL BE
INSTALLED AS SOON AS IS PRACTICABLE BEFORE
MAJOR GRADING ACTIVITIES.
CULVERT- A PIPE OR CULVERT SHALL BE
CONSTRUCTED UNDER THE ENTRANCE IF NEEDED
TO PREVENT SURFACE WATER FROM FLOWING
ACROSS THE ENTRANCE OR TO PREVENT RUNOFF
FROM BEING DIRECT OUT ONTO PAVED SURFACES.
WATER BAR- A WATER BAR SHALL BE
CONSTRUCTED AS PART OF THE CONSTRUCTION
ENTRANCE IF NEEDED TO PREVENT SURFACE
RUNOFF FROM FLOWING THE LENGTH OF THE
CONSTRUCTION ENTRANCE AND OUT ONTO PAVED
SURFACES.
MAINTENANCE- TOP DRESSING OF ADDITIONAL
STONE SHALL BE APPLIED AS CONDITIONS DEMAND.
MUD SPILLED, DROPPED, WASHED OR TRACKED
ONTO PUBLIC ROADS, OR ANY SURFACE WHERE
RUNOFF IS NOT CHECKED BY SEDIMENT CONTROLS,
SHALL BE REMOVED IMMEDIATELY. REMOVAL
SHALL BE ACCOMPLISHED BY SCRAPING OR
SWEEPING.
CONSTRUCTION ENTRANCES SHALL NOT BE RELIED
UPON TO REMOVE MUD FROM VEHICLES AND
PREVENT OFF-SITE TRACKING. VEHICLES THAT
ENTER AND LEAVE THE CONSTRUCTION-SITE SHALL
BE RESTRICTED FROM MUDDY AREAS.
REMOVAL- THE ENTRANCE SHALL REMAIN IN
PLACE UNTIL THE DISTURBED AREA IS STABILIZED
OR REPLACED WITH A PERMANENT ROADWAY OR
ENTRANCE.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
SPECIFICATIONS FOR CONSTRUCTION ENTRANCE
SPECIFICATIONS FOR TEMPORARY DIVERSION
T
4' MIN
D
H
CONSTRUCTED
RIDGE
T = TOP WIDTH
D = DEPTH
H = FREEBOARD &
SETTLEMENT
REFERENCE ONLY NOT TO SCALE
1.
ALL TREES, BRUSH, STUMPS, AND OTHER
UNSUITABLE MATERIAL SHALL BE
REMOVED FROM THE WORK SITE.
2.
THE DIVERSION SHALL BE EXCAVATED
AND SHAPED TO THE PROPER GRADE AND
CROSS SECTION.
3.
FILL MATERIAL USED IN THE
CONSTRUCTION OF THE CHANNEL SHALL
BE WELL COMPACTED IN UNIFORM LAYERS
NOT EXCEEDING 9 INCHES USING THE
WHEEL TREADS OR TRACKS OF THE
CONSTRUCTION EQUIPMENT TO PREVENT
UNEQUAL SETTLEMENT.
4.
EXCESS EARTH SHALL BE GRADED OR
DISPOSED OF SO THAT IT WILL NOT
RESTRICT FLOW TO THE CHANNEL OR
INTERFERE WITH ITS FUNCTIONING.
5.
FERTILIZING, SEEDING, AND MULCHING
SHALL CONFORM TO THE
RECOMMENDATION IN THE APPLICABLE
VEGETATIVE SPECIFICATIONS.
6.
CONSTRUCTION SHALL BE SEQUENCED SO
THAT THE NEWLY CONSTRUCTED
CHANNEL IS STABILIZED PRIOR TO
BECOMING OPERATIONAL. TO AID IN THE
ESTABLISHMENT OF VEGETATION,
SURFACE WATER MAY BE PREVENTED
FROM ENTERING THE NEWLY
CONSTRUCTED CHANNEL THROUGH THE
ESTABLISHMENT PERIOD.
7.
GULLIES THAT MAY FORM IN THE
CHANNEL OR OTHER EROSION DAMAGE
THAT OCCURS BEFORE THE GRASS LINING
BECOMES ESTABLISHED SHALL BE
REPAIRED WITHOUT DELAY.
1'-6"
1'-6"
GRADE
SILT FENCE
PROP. SILT FENCE
PROP. INLET
INSTALLATION AT ALL INLETS
TYPICAL SILT FENCE
SPECIFICATIONS FOR GEOTEXTILE INLET PROTECTION
1.
INLET PROTECTION SHALL BE CONSTRUCTED
EITHER BEFORE UPSLOPE LAND DISTURBANCE
BEGINS OR BEFORE THE STORM INLET BECOMES
FUNCTIONAL
2.
THE EARTH AROUND THE INLET SHALL BE
EXCAVATED COMPLETELY TO A DEPTH AT
LEAST 18 INCHES.
3.
THE WOODEN FRAME SHALL BE CONSTRUCTED
OF 2-BY-4-IN. CONSTRUCTION-GRADE LUMBER.
THE 2-BY-4-IN. POSTS SHALL BE DRIVEN 1 FT.
INTO THE GROUND AT FOUR CORNERS OF THE
INLET AND THE TOP PORTION OF 2-BY-4-IN.
FRAME ASSEMBLED USING THE OVERLAP
JOINT SHOWN. THE TOP OF THE FRAME SHALL
BE AT LEAST 6 INCHES BELOW ADJACENT
ROADS IF PONDED WATER WOULD POSE A
SAFETY HAZARD TO TRAFFIC.
4.
WIRE MESH SHALL BE OF SUFFICIENT
STRENGTH TO SUPPORT FABRIC WITH WATER
FULLY IMPOUNDED AGAINST IT. IT SHALL BE
STRETCHED TIGHTLY AROUND THE FRAME
AND FASTENED SECURELY TO THE FRAME.
5.
GEOTEXTILE MATERIAL SHALL HAVE AN
EQUIVALENT OPENING SIZE OF 20-40- SIEVE AND
BE RESISTANT TO SUNLIGHT. IT SHALL BE
STRETCHED TIGHTLY AROUND THE FRAME AND
FASTENED SECURELY. IT SHALL EXTEND FROM TOP
OF THE FRAME TO 18 INCHES BELOW THE INLET
NOTCH ELEVATION. THE GEOTEXTILE SHALL
OVERLAP ACROSS ON SIDE OF THE INLET SO THE
ENDS OF THE CLOTH ARE NOT FASTENED TO THE
SAME POST.
6.
BACKFILL SHALL BE PLACED AROUND THE INLET
IN COMPACTED 6-IN. LAYERS UNTIL THE EARTH IS
EVEN WITH NOTCH ELEVATION ON ENDS AND TOP
ELEVATION ON SIDES.
7.
A COMPACTED EARTH DIKE OR A CHECK DAM
SHALL BE CONSTRUCTED IN THE DITCH LINE
BELOW THE INLET IF THE INLET IS NOT IN A
DEPRESSION AND IF RUNOFF BYPASSING THE INLET
WILL NOT FLOW TO A SETTLING POND. THE TOP OF
EARTH DIKES SHALL BE AT LEAST 6 INCHES
HIGHER THAN THE TOP OF THE FRAME.
2 x 4 WOOD FRAME
WITH OVERLAP JOINTS
2 x 4 WOOD POSTS
AT 4 CORNERS
WIRE MESH STRETCHED TIGHTLY
ALL AROUND FRAME AND
FASTENED SECURELY TO FRAME.
GEOTEXTILE STRETCHED TIGHTLY OVER MESH
AND FASTENED SECURELY. THE GEOTEXTILE
SHALL OVERLAP ACROSS ONE SIDE OF INLET
SO THE ENDS OF CLOTH ARE NOT FASTENED
TO THE SAME POST.
MAINTENANCE
EFFECTIVE STORM DRAIN INLET PROTECTION COLLECTS SEDIMENT AND THEREFORE MUST BE CLEANED
REGULARLY TO PREVENT CLOGGING AND SUBSEQUENT FLOODING CONDITIONS, PIPING, OR OVERTOPPING OF THE
CONTROL STRUCTURES. SEDIMENT BARRIERS THAT SAG, FALL OVER, OR ARE NOT PROPERLY SECURED, MUST BE
PROMPTLY REPAIRED OR REPLACED.
INLET PROTECTION SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. AREAS WHERE THERE IS
ACTIVE TRAFFIC SHALL BE INSPECTED DAILY. REPAIRS SHALL BE MADE AS NEEDED TO ASSURE THE PRACTICE IS
PERFORMING AS INTENDED. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION IS ONE-HALF THE HEIGHT OF
THE TRAP. SEDIMENT SHALL NOT BE WASHED INTO THE INLET. SEDIMENT SHALL BE REMOVED AND PLACED IN A
LOCATION WHERE IT IS STABLE AND NOT SUBJECT TO EROSION.
ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, ALL FILTER MATERIAL AND
COLLECTED SEDIMENT SHALL BE REMOVED AND PROPERLY DISPOSED.
SPECIFICATIONS FOR ROCK OUTLET PROTECTION
REFERENCE ONLY NOT TO SCALE
1.
SUBGRADE FOR THE FILTER OR BEDDING
AND RIPRAP SHALL BE PREPARED TO THE
REQUIRED LINES AND GRADES AS
SHOWN ON THE PLAN. THE SUBGRADE
SHALL BE CLEARED OF ALL TREES,
STUMPS, ROOTS, SOD, LOOSE ROCK, OR
OTHER MATERIAL.
2.
RIPRAP SHALL CONFORM TO THE
GRADING LIMITS AS SHOWN ON THE
PLAN.
3.
GEOTEXTILE SHALL BE SECURELY
ANCHORED ACCORDING TO
MANUFACTURERS' RECOMMENDATIONS.
4.
GEOTEXTILE SHALL BE LAID WITH THE
LONG DIMENSION PARALLEL TO THE
DIRECTION OF FLOW AND SHALL BE LAID
LOOSELY BUT WITHOUT WRINKLES AND
CREASES. WHERE JOINTS ARE
NECESSARY, STRIPS SHALL BE PLACED
TO PROVIDE A 12-IN. MINIMUM OVERLAP,
WITH THE UPSTREAM STRIP
OVERLAPPING THE DOWNSTREAM STRIP.
5.
GRAVEL BEDDING SHALL BE ODOT NO.
67'S OR 57'S UNLESS SHOWN
DIFFERENTLY ON THE DRAWINGS.
6.
RIPRAP MAY BE PLACED BY EQUIPMENT
BUT SHALL BE PLACED IN A MANNER TO
PREVENT SLIPPAGE OR DAMAGE TO THE
GEOTEXTILE.
7.
RIPRAP SHALL BE PLACED BY A METHOD
THAT DOES NOT CAUSE SEGREGATION
OF SIZES. EXTENSIVE PUSHING WITH A
DOZER CAUSES SEGREGATION AND
SHALL BE AVOIDED BY DELIVERING
RIPRAP NEAR ITS FINAL LOCATION
WITHIN THE CHANNEL.
8.
CONSTRUCTION SHALL BE SEQUENCED
SO THAT OUTLET PROTECTION IS
PLACED AND FUNCTIONAL WHEN THE
STORM DRAIN, CULVERT, OR OPEN
CHANNEL ABOVE IT BECOMES
OPERATIONAL.
9.
ALL DISTURBED AREAS WILL BE
VEGETATED AS SOON AS PRACTICAL.
LENGTH OF RIPRAP OUTLET PROTECTION
WIDTH=
HEADWALL
PIPE DIA
+ 4" MIN
HEADWALL
0% SLOPE
ROCK RIPRAP
APRON
GEOTEXTILE
OR
GRAVEL BEDDING
PLANVIEW
PROFILE
MIN 8"
THICKNESS
RIPRAP SIZE CHART
TYPE OF ROCK OR
RIPRAP (ODOT)
"N" VALUE
SIZE OF ROCK
50%
85%
TYPE D
.036
>6 IN.
3-12 IN.
TYPE C
.04
>12 IN.
6-18 IN.
TYPE B
.043
>18 IN.
12-24 IN.
TYPE A
.045
>24 IN.
18-30 IN.
REQUIREMENTS FOR GEOTEXTILES
PROPERTY
TEST METHOD
WOVEN- CLASS I
NONWOVEN-I
TENSILE STRENGTH
(POUNDS) 1/
ASTM C 4632 GRAB TEST
200 MINIMUM IN ANY
PRINCIPAL DIRECTION
180 MINIMUM
ELONGATION AT FAILURE
(PERCENT) 1/
ASTM D 4632 GRAB TEST
<50
> 50
PUNCTURE (POUNDS) 1/
ASTM D 4833
90 MINIMUM
80 MINIMUM
ULTRAVIOLET LIGHT (%
RESIDUAL TENSILE
STRENGTH)
ASTM D 4355 150-HR
EXPOSURE
70 MINIMUM
70 MINIMUM
APPARENT OPENING SIZE
(AOS)
ASTM D 4751
AS SPECIFIED, BUT NO
SMALLER THAN .212 (#70) 2/
AS SPECIFIED MAX. #40 2/
PERCENT OPEN AREA
(PERCENT)
CWO-02215-86
4.0 MINIMUM
------
PERMITIVITY SEC-1
ASTM D 4491
0.10 MINIMUM
0.70 MINIMUM
1.
MINIMUM AVERAGE ROLL VALUE (WEAKEST
PRINCIPAL DIRECTION).
2.
U.S. STANDARD SIEVE SIZE
NOTE: CWO IS A USACE REFERENCE
NO SCALE
CHECK DAM CROSS SECTION
NO SCALE
CHECK DAM PROFILE
1. THE CHECK DAM SHALL BE CONSTRUCTED OF 4-8 INCH
DIAMETER STONE, PLACED SO THAT IT COMPLETELY
COVER THE WIDTH OF THE CHANNEL. ODOT TYPE D STONE
IS ACCEPTABLE, BUT SHOULD BE UNDERLAIN WITH A
GRAVEL FILTER CONSISTING OF ODOT NO. 3 OR 4 OR
SUITABLE FILTER FABRIC.
2. MAXIMUM HEIGHT OF CHECK DAM SHALL NOT EXCEED 3.0
FEET.
3. THE MIDPOINT OF THE ROCK CHECK DAM SHALL BE A
MINIMUM OF 6 INCHES LOWER THAN THE SIDES IN ORDER
TO DIRECT ACROSS THE CENTER AND AWAY FROM THE
CHANNEL SIDES.
4. THE BASE OF THE CHECK DAM SHALL BE ENTRENCHED
APPROXIMATELY 6 INCHES.
5. SPACING OF CHECK DAMS SHALL BE IN A MANNER SUCH
THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME
ELEVATION AS THE TOP OF THE DOWNSTREAM DAM.
6. A SPLASH APRON SHALL BE CONSTRUCTED WHERE CHECK
DAMS ARE EXPECTED TO BE IN USE FOR AN EXTENDED
PERIOD OF TIME, A STONE APRON SHALL BE CONSTRUCTED
IMMEDIATELY DOWNSTREAM OF THE CHECK DAM TO
PREVENT FLOWS FROM UNDERCUTTING THE STRUCTURE.
THE APRON SHOULD BE 6 IN. THICK AND ITS LENGTH TWO
TIMES THE HEIGHT OF THE DAM.
7. STONE PLACEMENT SHALL BE PERFORMED EITHER BY
HAND OR MECHANICALLY AS LONG AS THE CENTER OF
CHECK DAM IS LOWER THAN THE SIDES AND EXTNEDS
ACROSS ENTIRE CHANNEL.
8. SIDE SLOPES SHALL BE MINIMUM OF 2:1
ROCK CHECK DAMS
REFERENCE ONLY NOT TO SCALE
THE SILT FENCE SHALL BE PLACED WITH THE
STAKES ON THE DOWN SLOPE SIDE OF THE
GEOTEXTILE AND SO THAT 8 IN. OF CLOTH
ARE BELOW THE GROUND SURFACE. EXCESS
MATERIAL SHALL LAY ON THE BOTTOM OF THE
6 IN. DEEP TRENCH. THE TRENCH SHALL BE
MAINTENANCE--SILT FENCE SHALL ALLOW
RUNOFF TO PASS ONLY AS DIFFUSE FLOW
THROUGH THE GEOTEXTILE. IF RUNOFF
OVERTOPS THE SILT FENCE, FLOWS UNDER OR
AROUND THE ENDS, OR IN ANY OTHER WAY
BECOMES A CONCENTRATED FLOW, ONE OF THE
FOLLOWING SHALL BE PERFORMED, AS
APPROPRIATE: 1) THE LAYOUT OF THE SILT
FENCE SHALL BE CHANGED, 2) ACCUMULATED
SEDIMENT SHALL BE REMOVED, OR 3) OTHER
PRACTICES SHALL BE INSTALLED.
FENCE POSTS-- THE LENGTH SHALL BE A
MINIMUM OF 32 IN. LONG. WOOD POSTS WILL
BE 2-BY-2 IN. HARDWOOD OF SOUND
QUALITY. THE MAXIMUM SPACING BETWEEN
SILT FENCE FABRIC (SEE CHART BELOW):
CRITERIA FOR SILT FENCE MATERIALS
THE HEIGHT OF THE SILT FENCE SHALL BE A
UNIFORM TRENCH DEPTH.
GROUND SURFACE.
THE SILT FENCE SHALL BE PLACED IN A
TRENCH CUT A MIN. OF 6 IN. DEEP. THE
TRENCH SHALL BE CUT WITH A TRENCHER,
CABLE LAYING MACHINE, OR OTHER SUITABLE
DEVICE WHICH WILL ENSURE AN ADEQUATELY
MIN. OF 16 IN. ABOVE THE ORIGINAL
6.
7.
POSTS SHALL BE 10 FT.
2.
1.
SILT FENCE SHALL BE CONSTRUCTED BEFORE
ELEVATION.
ALL SILT FENCE SHALL BE PLACED AS CLOSE
TO THE CONTOUR AS POSSIBLE SO THAT
WATER WILL NOT CONCENTRATE AT LOW
POINTS IN THE FENCE AND SO THAT SMALL
SWALES OR DEPRESSIONS WHICH MAY CARRY
SMALL CONCENTRATED FLOWS TO THE SILT
FENCE ARE DISSIPATED ALONG ITS LENGTH.
TO PREVENT WATER PONDED BY THE SILT
FENCE FROM FLOWING AROUND THE ENDS,
EACH END SHALL BE CONSTRUCTED UPSLOPE
SO THAT THE ENDS ARE AT A HIGHER
WHERE POSSIBLE, SILT FENCE SHALL BE
PLACED ON THE FLATTEST AREA AVAILABLE.
WHERE POSSIBLE, VEGETATION SHALL BE
PRESERVED FOR 5 FT. (OR AS MUCH AS
POSSIBLE) UPSLOPE FROM THE SILT FENCE.
IF VEGETATION IS REMOVED, IT SHALL BE
REESTABLISHED WITHIN 7 DAYS FROM THE
INSTALLATION OF THE SILT FENCE.
UPSLOPE LAND DISTURBANCE BEGINS.
5.
4.
3.
1.
2.
10.
BACKFILLED AND COMPACTED ON BOTH SIDES
9.
8.
OF THE FABRIC.
SEAMS BETWEEN SECTIONS OF SILT FENCE
SHALL BE SPLICED TOGETHER ONLY AT A
SUPPORT POST WITH A MINIMUM 6-IN.
OVERLAP PRIOR TO DRIVING INTO THE
GROUND.
SEDIMENT DEPOSITS SHALL BE ROUTINELY
REMOVED WHEN THE DEPOSIT REACHES
APPROXIMATELYONE-HALF OF THE HEIGHT
OF THE SILT FENCE.
SILT FENCES SHALL BE INSPECTED AFTER
EACH RAINFALL AND AT LEAST DAILY
DURING A PROLONGED RAINFALL. THE
LOCATION OF EXISTING SILT FENCE SHALL
BE REVIEWED DAILY TO ENSURE ITS PROPER
LOCATION AND EFFECTIVENESS. IF
DAMAGED, THE SILT FENCE SHALL BE
REPAIRED IMMEDIATELY.
SPECIFICATIONS FOR SILT FENCE
INLET PROTECTION NOTE
1. THE TYPICAL INLET SILT FENCE DETAIL SHALL REMAIN IN PLACE UNTIL
PAVEMENT IS ESTABLISHED.
2. ONCE PAVEMENT HAS BEEN INSTALLED, THE INLETS WITHIN THE PAVING
LIMITS MUST BE FITTED WITH THE "SILTSACK" SEDIMENT CONTROL
DEVICE AS MANUFACTURED BY ACF ENVIROMENTAL CONTROL INC., OR
APPROVED EQUAL.
3. SILT SACK MUST REMAIN IN PLACE UNTIL THE SITE HAS BEEN SEEDED &
STABILIZED.
Reg. No.: 61709
2555 Hartville Rd., Suite B
Rootstown, OH 44272
www.WeberEngineeringServices.com
330-329-2037
matt@webercivil.com
CLIENT:
Issue Date
FARAJ PLAZA
BUILDING ADDITION
27210 CENTER RIDGE RD. WESTLAKE, OH
Project No. 2025-232
07-29-2025
09-04-2025
09-17-2025
OWNER:
FISCHER &
ASSOCIATES
ARCHITECTS INC.
554 WEST 9TH STREET
LORAIN, OHIO
44052
27210 CENTER
RIDGE HOLDINGS,
LLC
1908 HALLS CARRIAGE PATH
WEST LAKE, OHIO
44145
C108
ABBREVIATED
SWP3
DETAILS
W:\2025-232 Faraj Plaza Westlake\CAD\2025-232 Site01C - 09-16-2025\2025-232 Site01C.DWG 9/17/2025 9:16:21 AM

---

[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - COLOR RENDERING OF SIGN ELEVATION - 1-28-2026 - PENDING]
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[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - COLOR RENDERING OF SIGN ELEVATION - 1-28-2026 - PENDING]
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[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - LIGHT SPECS PAGE 1 - 1-28-2026 - PENDING]
SLIM17FA15ADJ
Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com
Copyright © 2021 RAB Lighting All Rights Reserved Note: Speciﬁcations are subject to change at any time without notice
Page 1 of 2
Color: Bronze
Weight: 3.0 lbs
Project:
Type:
Prepared By:
Date:
Driver Info
Type
Constant Current
120V
0.13A
208V
0.07A
240V
0.06A
277V
0.05A
Input Watts 14.2/14/14.2W
LED Info
Watts
15W
Color
Temp
3000K/4000K/5000K
Color
Accuracy
70 CRI
L70
Lifespan
100,000 Hours
Lumens
1761/1904/1852
Eﬃcacy
124/136.2/130.3
lm/W
Technical Speciﬁcations
Field Adjustability
Field Adjustable:
Color temperature selectable by 3000K, 4000K
and 5000K
Compliance
UL Listed:
Suitable for wet locations
IESNA LM-79 & IESNA LM-80 Testing:
RAB LED luminaires and LED components have
been tested by an independent laboratory in
accordance with IESNA LM-79 and LM-80.
DLC Listed:
This product is listed by Design Lights
Consortium (DLC) as an ultra-eﬃcient premium
product that qualiﬁes for the highest tier of
rebates from DLC Member Utilities. Designed to
meet DLC 5.1 requirements.
DLC Product Code: PL0MVJOV62Q3
Performance
Lifespan:
100,000-Hour LED lifespan based on IES LM-80
results and TM-21 calculations
LED Characteristics
LEDs:
Long-life, high-eﬃciency, surface-mount LEDs
Electrical
Driver:
Constant Current, Class 2, 120-277V, 50/60 Hz,
120V: 0.13A, 208V: 0.07A, 240V: 0.06A, 277V:
0.05A
Dimming Driver:
Driver includes dimming control wiring for 0-10V
dimming systems. Requires separate 0-10V DC
dimming circuit. Dims down to 10%.
Photocell:
120-277V Integrated button photocell included.
Photocell is compatible with 120V-277V.
Note:
All values are typical (tolerance +/- 10%)
Construction
IP Rating:
Ingress protection rating of IP65 for dust and
water
Cold Weather Starting:
Minimum starting temperature is -40°C (-40°F)
Maximum Ambient Temperature:
Suitable for use in up to 50°C (122°F)
Housing:
Precision die-cast aluminum housing and door
frame

---

[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - LIGHT SPECS PAGE 2 - 1-28-2026 - PENDING]
SLIM17FA15ADJ
Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com
Copyright © 2021 RAB Lighting All Rights Reserved Note: Speciﬁcations are subject to change at any time without notice
Page 2 of 2
Technical Speciﬁcations (continued)
Construction
Lens:
Polycarbonate lens
Mounting:
Hinged wiring access and conduit entries on the
back, sides, top and bottom make installation a
snap
Cut Oﬀ:
Adjustable from 0° (full cutoﬀ) to 90°. 7 settings
at 15° each.
Finish:
Formulated for high durability and long-lasting
color
Green Technology:
Mercury and UV free. RoHS-compliant
components.
Other
5 Yr Limited Warranty:
The RAB 5-year, limited warranty covers light
output, driver performance and paint ﬁnish.
RAB's warranty is subject to all terms and
conditions found at rablighting.com/warranty.
Equivalency:
Equivalent to 70W Metal Halide
Buy American Act Compliance:
RAB values USA manufacturing! Upon request,
RAB may be able to manufacture this product to
be compliant with the Buy American Act (BAA).
Please contact customer service to request a
quote for the product to be made BAA
compliant.
Dimensions
Features
Selectable CCT
Adjustable cutoﬀ
Integrated photocell
0-10V dimming standard
Ordering Matrix
Family
Wattage
Style
SLIM17FA
15
ADJ
15 = 15W
30 = 30W
ADJ = Angle Adjustable

---

[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - LIGHTS FIXTURES - 1-28-2026 - PENDING]
FARAJ PLAZA- MATERIAL SAMPLE BOARD

Nichiha Synthetic stone siding – Sandstone

Nichiha synthetic brick-vintage brick

Kawneer aluminum storefront and matching awning.

Sharp cut-off security light- Crosstour

Canopy LED downlight – Lotus

---

[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - LIGHTS FIXTURES - 1-28-2026 - PENDING]
FARAJ PLAZA- MATERIAL SAMPLE BOARD

Nichiha Synthetic stone siding – Sandstone

Nichiha synthetic brick-vintage brick

Kawneer aluminum storefront and matching awning.

Sharp cut-off security light- Crosstour

Canopy LED downlight – Lotus

---

[PLAN - Plans-Drawings for FARAJ PLAZA - 27210 CENTER RIDGE ROAD - PHOTOMETRIC TEST REPORT - 1-29-2026 - PENDING]
NTC
Rcptm No.; N1C1.R2406016I
Report
Version:
VI.6
Product Service
NV[,.\PI -\KCOI)K600IMM)
Photometric Test Report
Relevant Standards
0ANSI/|{-;S I..M-7<)-20I9
0ANSI C82.77-2017
Prepared For
RAB Lighting Inc.
Address: 408 W 14th St New York, NY 10014
Prepared By
Dongguan New Testing Centre Co., Ltd.
Address: 3F No.
1 the 1st North Industry Road, Songshan Lake Science & Technology Park, Dongguan, Guangdong, China
fr^
Q
JAN
2 8
2026
CLERK OF COMMISSIONS
CITY OF WESTLAKE
Prepare b\
RcN'icu by:
\/\/V6€/vi
I UCi/V
Kngineer: Alan Wang
Dale; 2024-06-1.3
I'cchnical Lead: Vinccni Yuan
Issue Date: 2024-06-13
Revised Dale; N/.A
Laboratory; Dongguan New
lesiiiig ( entiv t o.. Ltd
Address
Jf- No
1 the V North Industry Road Songshan Lahe Saence S Technology Park
Dongguan,
Guangdong Chtna
Tel
86-769-22212079
WeOSilfe
http
ntc-oert com
Page
I
of
10

NTC
Rcpon No.: NICI.R24060161
Report
Version: VI.6
Product Service
SVI.AP I.AB coot-: 600150-0
1.0 Test Summary
DLC rechnical Requirements V5.1
Outdoor Full-Cutoff Wall-Mounted Area Luminaires
Requirement Category
Test Method
Requirements
Test N’aiue
l.uminairc Output (Im)
(Goniophoiometer- Section 4.2)
ANSI/'lES LM-79:20I9
300
2526
Minimum Luminaire Elllcacy (Im/W)
(Goniophotometer- Section 4.2)
Standard
Premium
ANSI/IKS LM-79:20I9
137.3
105
120
Power (Input Wattage) (W)
(Goniophoiometer - Section 4.2)
ANSl/IESLM-79:2019
Worst Case
18.4
lotal Harmonic Distortion (A%)
(THD& Pr-Section 4.3)
ANSI C82.77:2002
ANSI 082-77-10:2020
120 V
2.43
20.00%
277V
16.20
Power 1-acior
ANSI C82.77:2002
ANSI €82-77-10:2020
120 V
0.991
0.9
(T1 ID &PF-Section 4.3)
277V
0.848
Allowable CCl's* (K)
(Integrating Sphere - Section 4.1)
7 steps
3045±i75
ANSl/n:S LM-79:2019
3038
4 steps
3045±UK)
Minimum CRI
(Integrating Sphere - Section 4. i)
ANSl/IES I.M-79:2019
CIH13.3-1995
>70
81.4
Minimum R9
(Integrating Sphere
- Section 4.1)
ANSI/IHS LM-79-2019
Cli;i3.3-i995
N/A
9
Minimum RC
I Integrating Sphere - Section 4.1)
ANSI/IES TM-30-18
>70
83
Minimum Rg
(Integrating Sphere - Section 4.1)
ANSl/ll-S TM-30-18
>89
97
lES RctJ.hl
(Integrating Sphere - Section 4.1)
ANSl/IF.S TM-30-18
-18%<li:S Rcs.hl<+23%
-11%
Zona! Lumen Requirement (0°-90°)
(Goniophoiometer - Section 4.2)
ANS1/IESI.M-79:2019
100%
100.0%
Zonal Lumen Requirement (80°-90°)
(Goniophoiometer - Section 4.2)
ANSl/lES LM-79:20I9
<10%
0.6%
Racklight. Uplighl and Glare (BUG) Ratings
(Goniophoiometer - Section 4.2)
ANSI/IES LM-79:20I9
lES TM-15-11
N/A
Bi-UO-GI
Input Voltage (V)
(Goniophoiometer - Sc*ction 4.2)
Worst Cast
277.0
ANSI/IES l.M-79:2019
(Goniophoiometer - Section 4.2)
Non-Worst Case
120.0
Input Current (A)
(Goniophotomelcr - Section 4.2)
Worst Case
0.078
ANSI/IES LM-79:2019
(Goniophoiometer - Section 4.2}
Non-Worst Case
0.152
Power (Input Wattage - W)
(Goniophoiometer - Seaion 4.2)
Worst Case
18.4
ANSI/IES I.M-79:20I9
(Goniophoiometer - Section 4.2)
Non-Worst Case
18.1
Laboraion: Dongguan New Icsting Centre ( o.. Ltd
Aaaress
3F. No
1 the 1''North Industry Road Songshan Lake Saer«e & Technology Park
Dongguan.
Guangdong China
Tel
86-76&-22212079
WeOste
http //Www ntc^cen com
Page
2
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16

NTC
Ji
Report No.: N ICI.R24060161
Report
Version: VI.6
1 r:snNG
SVI.AP I.Ait CODC 600150-0
Product Service
2.0 Test List
Test
Test
Test Date
Model Number
Build
Sample No.
Item
Level
Integrating Sphere
2024-06-09
SUMS f l8W30(K)K angle 0“
ES#4
24053KK)6-S1
Test
Goniophotometer
2
2024-06-09
SLIMS '6!,I8W3000K angle 0"
F.S#4
240531006-SI
Test
3
I'l ID and PF Test
SUMS
I8W3000K angle 0°
2024-06-09
HS#4
24053I(K)6-SI
Remark (If any);
The results contained in this report pertain only to the tested samples.
2.
This report shall not he reproduced, no limited part or full, without approval of Don^uan New Testing
Centre Co.. Ltd.
3.
This report must not be used by the client to claim product certifleation, approval, or endorsement by
NVLAP, NIST or any agency of the U.S. Government.
1.
3.0 Product Description
Luminaire Description:
Model No. SLIMS
18W3000K angle 0°. color tunable from 3000K.. 4000K and
5000K..
120-277Vac. 50/601 !z
Electrical Specification:
Photos of Luminaire Characteristics
i
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l.ahoralor>: Ooiicguaii New 'lesting ( entre Co., Ltd
Address
3F, No
1 the r 'North industry Road Songshan Lake Saence S Technology Park
Dongguan
Guangdong China
Tei
86-76&-22212079
Website
http //www mc-cert com
Page
3 of 16

NTC
Report No.: NTCI.R24060161
Report
Version:
VI.6
Product Service
NVIAP t.AB t ODK 6O0l5<tO
4.2 GoniophotometerTest
Lighting Distribution Curve
LUMINOUS
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L;ihor!i(or>: l>oiig{'Uiin Nc« Tc-sling C'fiitrt Co.. Ltd
Address 3F, No
1 the C North Industry Road Songsttan Lake Saence & Technology Park
Dongguan,
Guangdong China
Tel
86-76a-22212079
Website
http r/www mc-cert com
I»age
of 16

NTC
Report No.: NTC1.R24060I6I
Report
Version: VI.6
Product Service
SVI AP l..\H CODJ-: «X)1.VM]
4.2 GoniophotometerTest
Zonal Lumen Summary'
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10-20
20-30
30-40
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70-80
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90-100
100-110
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120-130
130-140
140-150
150-160
160-170
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100.00%
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0-30
0-40
0-50
0-60
0-70
0-80
0-90
0-100
0-110
0-120
0-130
0-140
0-150
0-160
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Address 3F No
1 the 1''North ItKlustry Road Songshan Lake Saence & Technology
Guangdong Chma
Tei 86-769-22212079
Website
http //WWW mc-cert com
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Park, Dongguan,

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NTC
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Report No.: NICI.R24060161
Report
Version:
VI.6
TI--STlN(i
SVI.AP l.A» fODE'. «K)l5fW)
Product Service
4.2 GoniophotometerTest
Coefficients of Utilization
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Address 3F No
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Guangdong China
Tel
86-769-22212079
WeDste
http //www ntc-cert com
l»ate
12
of
16

---

[Faraj Plaza development plan]
WESTLAKE PLANNING COMMISSION
STAFF REPORT
2/26/26

PART I GENERAL INFORMATION

Faraj Plaza development plan, 27210 Center Ridge Rd., PP#21230015, Ward 4

PART II
PROJECT SUMMARY

Concept Plan
On 4/7/25, the Planning Commission reviewed the concept plan for the redevelopment of the redevelopment of
the former GetGo gas station into a shopping center. Below is a summary of the minutes from that meeting:

•
The conceptual plan was reviewed for the proposed redevelopment of the former GetGo gas station site
into a 4,740-square-foot shopping plaza with four tenant spaces, including a 2,373-square-foot addition.
o
Proposed improvements include new brick and stone veneer, aluminum storefronts, converting
the sloped roof to a flat roof, adding canopies for weather protection and recessed lighting, and
updating landscaping.
o
Additional landscaping may be incorporated where driveway aprons are required to be narrowed.
o
Twenty‑five parking spaces are provided (exceeding the required 20) and may be reduced if
needed to address other site considerations, though the owners prefer to retain the higher count to
accommodate tenants and employees.
o
A master sign plan will be required with the development plan.
o
Architect Mr. Fischer and owners Shadi and Fred Faraj discussed relocating the dumpster,
finalizing the lighting design, and increasing landscaping by removing portions of the rear drive
where it is not needed.
o
Commissioners raised questions regarding HVAC placement, driveway widths, pavement
reduction, rear-area use, roofline, and canopy impacts on signage.
o
Residents asked about potential right-of-way acquisition (none is proposed), traffic impacts, and
environmental remediation. Mr. Faraj confirmed that GetGo completed all required
environmental studies and cleanup, and documentation is available.

Development Plan
•
The building size remains the same – a 2,373 SF addition to the existing 2,367 SF structure, for a total of
4,740 square feet.
•
The building façade design is unchanged from the concept plan, with some material changes detailed in
Part IV below.
•
Driveway aprons were reduced, with additional landscaping added where pavement was removed and in
the area behind the building.
•
Twenty‑four parking spaces are shown (A‑103); the spaces previously located at the northwest corner of
the building were removed to address the inadequate 17.3‑foot backing‑up distance, and the revised
layout now meets the required 24‑foot maneuvering lane and functions properly.

PART III
DEPARTMENTAL REVIEWS

Fire
1. Construction will not interfere with access for emergency vehicle and/or fire department
personnel. 2017 OFC Section 504.1
2. Fire apparatus access roads/fire lanes shall have an unobstructed width of not less than 20 feet
and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2017 OFC 503.2.1
*the proposed parking design on the southwest corner reduces the required 20’ fire access to the
rear of the existing building and proposed addition (see drawing after this table)
3. Approved fire apparatus access roads/fire lanes shall be provided for every facility, building or

Page 2

portion of a building hereafter constructed or moved into or within the jurisdiction, The fire
apparatus access road/fire lane shall extend within 150 feet of ALL portions of the facility and all
portions of the exterior walls of the first story of the buildings as measured by an approved route
around the exterior of the building or facility. 2017 Ohio Fire Code 503, 1.1
*the proposed parking design on the southwest corner reduces the required 20’ fire access to the
rear of the existing building and proposed addition
*Approved signs shall be provided for fire apparatus access roads/fire lanes to identify such roads
or prohibit the obstruction thereof. 2017 OFC 503.3
4. A Knox Box (approved locking key box) is required to be installed in an approved location
determined by the Fire Department and 2017 OFC Section 506.1. Order the box at
www.knoxbox.com. Minimum requirement for existing structures is the Surface Mount, Model
3261. For new construction the flushed mounted Recessed Box, Model 3270, plus the mounting
kit Model 3290, is recommended. Contact the Westlake Fire Department at 440-835-6422 for more
information or to determine the approved location.
*at each separate tenant space if separate retail spaces.
5. Emergency Responder Radio coverage shall be provided in all new buildings in accordance with
2017 OFC 510. 2017 OBC 403.4.5 and 916.1

Redesign site circulation to provide the required fire‑lane access to the rear of the building,
which may necessitate removing one parking space.

PART IV
GUIDE PLAN/ ZONING

Guide Plan – the future land use plan identifies this area for retail/commercial use which supports this request.

Zoning Code Requirements

1133.02 MODIFICATIONS (excerpt).

Where the Planning Commission finds that the land involved in a subdivision or development plan is of such
size or shape, is subject to such title limitations, is affected by such topographical conditions or is to be devoted to
such usage that it is impossible or impracticable in the particular proposal for the developer to conform fully to a
provision of these Land Planning and Subdivision Regulations, the Commission may accept such adjustments as
may be reasonable, if within the general intent and purpose of these Regulations.

Page 3

1220.05 PLANNING COMMISSION REVIEW AND MODIFICATION (excerpt)
a)
The Commission, in reviewing the proposed development plans for conformity to the provisions of the
Zoning Code, may make adjustments to certain yards, area and other dimensioned requirements based on
the performance standards of Section 1220.06. If the applicant requests modifications or reductions to one
standard, the Planning Commission may recommend and request modifications to increase other standards
to offset the applicant’s request.

1220.06 PERFORMANCE STANDARDS (Excerpt)
Modifications to development plans in dimensioned and quantitative requirements for new development shall incorporate
the following performance standards:
(a)
Modifications to setbacks, height, parking spaces or lot coverage shall not increase the overall amount of building
square footage or intensity of use that could otherwise be developed on a parcel.
(c)
Modifications for dimensional standards in the Zoning Code should be designed to provide better utilization of the
land and offset by greater standards in other areas of the Zoning Code.
(d)
Modifications may be considered due to unique conditions of the parcel, building, design, parcel size, parcel
location, topography, adjacent uses of proposed use of the parcel.
(e)
Modifications shall be designed to protect the desirable characteristics of both existing and planned development as
adjacent properties.
(f)
Modifications shall promote the desirable and beneficial use of the land and promote the economic development of
the City.
(g)
Modification shall maintain convenient and safe access to properties and buildings.

Box Score
STANDARD
CODE
PLAN
DIFFERENCE
ZONING DISTRICT
H/General Business – permitted main use
MIN. LOT AREA 1216.04
1 acres
27,423 s.f., .63 acres

MIN. LOT WIDTH 1216.05
150’
+/- 160’ E/W, +/- 180’ N/S
OK
MAX. BUILDING HEIGHT
1216.08
50’
20’ – 6”
OK
% LOT COVERAGE FOR MAIN
BUILDING OR USE 1216.07
20%
Existing – 8.6%
Proposed – 18%
OK
% LANDSCAPING 1216.07 (b)
Not less than 25%
Existing – 6%
Proposed – 21%
A modification remains
necessary; however, the
proposal represents a significant
improvement, increasing from 6
percent to 21 percent.
SETBACKS FOR
MAIN/ACCESSORY
Front 60’
~67’ min. from CRR
~62’ min. from Dvr Cntr
OK
USES 1216.06
Side
10’

W = ~33’
N = 10’ min .
OK

Rear
10’
10’ min.
OK
SETBACKS
FOR PARKING
Front
20’
~7.8’ min. from CRR
+/- 7.5‘ min. frm Dvr Cntr
A modification remains
necessary; however, the existing
parking has the same
encroachment, and additional
landscaping is being added,
resulting in improved buffering.
1216.06
Side
10’
W = ~33.5’
N = ~17.5’.
OK

Rear
10’
~50’, ~59
N/A

Page 4

Box Score
STANDARD
CODE
PLAN
DIFFERENCE

PARKING 1221
19 spaces.
24 spaces
OK
DRIVEWAYS 1221.11
24 max. for 2 lane
driveway
24’
OK
CURBING 1216.13
ODOT Type 6 required
Detail on C105
OK
SIDEWALKS 1237.04(a)(4)(C)
5’ clear
Sidewalks are 5’ and
wheel blocks shown to
ensure they remain clear.
OK
BUFFERING 1130.04, 1130.05
Required where parked
car headlights can shine
into traffic
Per recommendation at
concept plan review,
boxwoods were changed
to Sea Green Junipers.
OK
TREES
Number
Acres X 15 = 9
9 Honey Locust
OK
1137
Caliper Inches
Acres X 60”= 38
Would require 4” caliper
trees but 2” are provided.
Staff recommends the smaller 2”
caliper trees because they
establish more easily and have a
higher likelihood of long-term
survival.
Front Yard Trees
7
7
OK
SIGNS
Total Area
1 SF per lin. ft = 177 s.f.
(assumes Planning
Commission will consider
corner location and count
a second side).
Assuming a
30‑square‑foot monument
sign, each tenant could
have up to 36.75 square
feet of wall signage,
which is adequate without
being excessive. The
rendering indicates that
canopy supports are
unlikely to interfere with
centering wall signs or
cause them to be placed
too high on the façade.
Requires a master sign plan.
Ground Signs Permitted
1
Monument sign location
shown at proper 10’
setback.
Future sign plan is needed.
LIGHTING 1230.03
Lighting Plan required
Data sheets for fixtures,
detailing lumens, color
temperature, and color
rendering index, are
required. Additionally, a
site photometric plan
must be provided.
Review cannot proceed without
this information.
TRASH ENCLOSURE
1216.03(j)
Required 6’ tall, solid
gates, at 10’ accessory
use setback
Dumpster is located ~5’
from north and ~4.75’
from east property line.
Modification to encroach into
setbacks. Detail of dumpster
enclosure is needed – review
cannot proceed without this
information.
HVAC LOCATION &
SCREENING 1237.04(a)(9)
RTUs ok but must be
screened by parapet or
appropriate mechanical
screening.
While the parapet walls
seem sufficient to provide
screening, the specific
placement of the HVAC
units and the associated
screening measures
remain unknown.
Review cannot proceed without
this information.

Page 5

Box Score
STANDARD
CODE
PLAN
DIFFERENCE
DESIGN REQUIREMENTS
(MATERIALS) 1237
Brick, stone or masonry
Stone is shown below
storefront windows, but
not on the “Material
Sample Board” so
unknown. “Nichiha
synthetic brick-vintage
brick” for the columns and
“Nichiha Synthetic stone
siding” for the main walls
of the building. Rear of
building on A-104 is
shown in a larger
masonry product but is
unknown.
Material samples are required for
review at the meeting.

Colors in earthtone, white,
red brick, etc.
Stone color is unknown.
“Nichiha synthetic brick-
vintage brick” shown on
the “Material Sample
Board” matches their
“White Wash” color.
“Nichiha Synthetic stone
siding – sandstone color”
Aluminum storefront
system, canopies and
cornice is shown in black
but exact color is
unknown. Color of rear
masonry material is
unknown.
Review cannot proceed without
this information.

Materials discouraged:
EIFS, concrete block,
colored metal panels
Rear facing areas on
north and west elevations
on A-104 appear to be
concrete masonry units.
Since the concept plan was
submitted prior to the text
change on 6/5/25, masonry units
are permissible but must be in a
split faced, flashed or smooth
finish in reduced size of 4” x 12”
or less with integral earth tone
colors: red, tan, brown, beige or
white – zoning modification
needed to allow standard size
units because reduced size is no
longer available.

PART V
DRAFT FINDINGS
Draft Findings of Fact

1. The plan maintains the previously reviewed 4,740‑square‑foot building footprint and improves landscaping
by adding planting beds where pavement was removed.
2. Modifications remain necessary for landscaping percentage, parking‑setback encroachment, and
rear‑elevation materials, while recognizing that the proposal does improve existing conditions.
3. Required submittals, including lighting data, a photometric plan, dumpster‑enclosure details, master sign
plan, stone material and concrete masonry unit information, and HVAC locations, are missing and prevent
full review and clarification of certain materials is also needed. In addition, site circulation must be designed
to provide the required fire-lane.