Agenda
PLANNING COMMISSION REGULAR DOCKET
TUESDAY, December 10, 2019 at 5:30 P.M.
CITY COUNCIL CHAMBERS
I. Commission Pre-Meeting (Agenda discussion(s))
Beginning: 4:30 p.m.
Location: City Hall, 2nd Floor, NDS Conference
II. Commission Regular Meeting
Beginning: 5:30 p.m.
Location: City Hall, 2nd Floor, Council Chambers
A. COMMISSIONERS' REPORTS
B. UNIVERSITY REPORT
C. CHAIR'S REPORT
D. DEPARTMENT OF NDS
E. MATTERS TO BE PRESENTED BY THE PUBLIC NOT ON THE FORMAL AGENDA
F. CONSENT AGENDA
(Items removed from the consent agenda will be considered at the end of the regular agenda)
1. Entrance Corridor Review - Recommendation on SUP for Barracks Road
III. JOINT MEETING OF COMMISSION/ COUNCIL
Beginning: 6:00 p.m.
Continuing: until all public hearings are completed
Format: (i) Staff Report, (ii) Applicant, (iii) Hearing
1. Charlottesville Capital Improvement Program FY 2021-2025: Consideration of the proposed 5-
year Capital Improvement Program totaling $127,952,881 in the areas of Affordable Housing,
Education, Economic Development, Public Safety & Justice, Facilities Management, Transportation &
Access, Parks & Recreation, Technology Infrastructure, Stormwater Initiatives and General Government
Infrastructure. A copy of the proposed CIP is available for review at
https://www.charlottesville.org/departments-and-services/departments-a-g/budget-and-performance-
management/fy-2021-budget-worksessions
Report prepared by Krisy Hammill, Office of Budget and Performance Management.
2. SP19-00009 – 900-1000 1st Street South – Riverbend Development, as the owner’s agent, has
submitted an application seeking approval of a Special Use Permit (SUP) request to allow private
outdoor parks, playgrounds, and/or basketball courts per City Code Section 34-420, and a reduction of
the minimum required setbacks per City Code Section 34-162(a), at 900-1000 1st Street S, also identified
on City Real Property Tax Map 26 Parcel 115 (“Subject Property”). The Subject Property has frontage
on 1st Street S and Elliott Avenue. The site is zoned R-3 Multifamily Residential. The property is
approximately 7.94 acres or 345,866 square feet. The Comprehensive Plan’s Land Use Plan calls for
High-Density Residential development at densities greater than 15 dwelling units per acre. Information
pertaining to request may be viewed online at http://www.charlottesville.org/departments-and-
services/departments-h-z/neighborhood-development-services or obtained from the Department of
Neighborhood Development Services, 2nd Floor of City Hall, 610 East Main Street. Persons interested
in this rezoning petition may contact Carrie Rainey by email (raineyc@charlottesville.org) of by telephone
(434-970-3453).
3. CP19 - 00002 – Fontaine Avenue Streetscape Concept - Pursuant to Virginia Code section 15.2-2232
and City Code sec. 34-28, the Planning Commission will review the proposed Fontaine Avenue
Streetscape conceptual design plan, for a planned improvement project located on Fontaine Avenue
between Ray C. Hunt Drive and Jefferson Park Avenue, to determine if the general location, character
and extent of the proposed improvements are substantially in accord with the City’s adopted
Comprehensive Plan or part thereof. The conceptual design of the proposed improvements may be
examined at the Department of Neighborhood Development Services, 610 East Market Street,
Charlottesville, Virginia, Monday – Friday between the hours of 8:00 a.m. and 5:00 p.m.
4. SP19-00008 –Chick-fil-A Barracks Road Drive Through – Landowner Federal Realty Investment
Trust by its contract purchaser Chick-fil-A, Inc. is requesting a Special Use Permit (SUP) pursuant to
City Code Sec. 34-796, to authorize a specific land use (drive-through window for a restaurant) for
property identified on City Tax Map 1 as a portion of Parcel 1 (“Subject Property”), having an area of
approximately 0.801 acre. The Subject Property is zoned “URB” (Urban Corridor Mixed Use District)
with Entrance Corridor Overlay and has frontage on Emmet Street North. The Comprehensive Land Use
Map for this area calls for Mixed Use development. Information pertaining to request may be viewed
online at http://www.charlottesville.org/departments-and-services/departments-h-z/neighborhood-development-
services or obtained from the Department of Neighborhood Development Services, 2nd Floor of City
Hall, 605 East Main Street. Persons interested in this SUP application may contact NDS Planner Joey
Winter by e-mail (winterj@charlottesville.org ) or by telephone (434-970-3991).
IV. COMMISSION’S ACTION ITEMS
Continuing: until all action items are concluded.
1. Critical Slopes – 900-1000 1st Street South – Phase II
2. Site Plan – Carlton Views – Phase III
V. FUTURE MEETING SCHEDULE/ADJOURN
Tuesday, December 24, 2019 – 5:00PM Work No meeting
Session
Tuesday, January 14, 2020 – 4:30 PM Pre-
Meeting
Tuesday, January 14, 2020 – 5:30 PM Regular Minutes – November 12, 2019 – Pre-
Meeting meeting and Regular meeting
Minutes – November 26, 2019 - Work
Session
ZTA and ZMA - DE- SIA
Anticipated Items on Future Agendas
Zoning Text Amendments –Off-street parking facilities requirements along streets designated as
“framework streets” (initiated May 8, 2018), Site Plan Requirements
SUP –MACAA (1021 Park Street)
EC - Barracks Road – restaurant site
Site Plan and Entrance Corridor – 1617 Emmet Street
Streetscape – Barracks and Emmet
Persons with Disabilities may request reasonable accommodations by contacting
ada@charlottesville.org or (434)970-3182
PLEASE NOTE: THIS AGENDA IS SUBJECT TO CHANGE PRIOR TO THE MEETING.
PLEASE NOTE: We are including suggested time frames on Agenda items. These times are subject to change at
any time during the meeting.
LIST OF SITE PLANS AND SUBDIVISIONS APPROVED ADMINISTRATIVELY
11/1/2019 TO 11/30/2019
1. Preliminary Site Plans
2. Final Site Plans
a. Locust Grove Ting Cabinet Utility Plan – November 14, 2019
b. Shentel Rugby Road Utility Extension Plan – November 20, 2019
3. Site Plan Amendments
a. Dairy Central Phase 2 – November 26, 2019
4. Subdivision
CITY OF CHARLOTTESVILLE
Department Of Neighborhood Development Services
Staff Report to the Entrance Corridor Review Board (ERB)
Entrance Corridor (EC)
Special Use Permit Request
Date of Planning Commission Meeting: December 10, 2019
Property Street Address: 1000 Emmet Street North
Zoning: URB
Entrance Corridor: Corridor 1, Route 29 North Sub-Area C
Tax Parcel: 010001000
Site Acreage: 39.83 acres
Date of Hearing: December 10, 2019
Application Number: SP-19-00008
Staff report prepared by: Jeff Werner, Preservation and Design Planner
----------------------------------------------------------------------------------------------------------------
Relevant Code Section: Sec. 34-157(7) When the property that is the subject of the application
for a special use permit is within a design control district, city council shall refer the application
to the BAR or ERB, as may be applicable, for recommendations as to whether the proposed use
will have an adverse impact on the district, and for recommendations as to reasonable conditions
which, if imposed, that would mitigate any such impacts. The BAR or ERB, as applicable, shall
return a written report of its recommendations to the city council.
Background:
This proposal involves a new structure that will include a covered, drive-through window. The
new structure will replace an existing fast food restaurant that also operated a drive-through
window.
Entrance Corridor Design Guidelines:
Within the City’s Entrance Corridor (EC) Design Guidelines there is nothing specific to drive-
through windows; however, the guidelines acknowledge the continued commercial nature of this
EC and Sub Area and that this area is both pedestrian and auto-oriented. The requested special
use permit (SUP) will allow the continuation of a use currently allowed at the existing structure.
The Guidelines Specific to the Zoning within this sub-area acknowledge that the intent is to
continue the close-in urban commercial activity that has been the traditional development
patterns in these areas. Development in this district is both pedestrian and auto-oriented, but is
evolving to more of a pedestrian center development pattern. The regulations provide for both a
mixture of uses or single use commercial activities. It encourages parking located behind the
structure and development of a scale and character that is respectful to the neighborhoods and
University uses adjacent.
Discussion: Before City Council takes action to permit the proposed use, they must consider the
ERB’s opinion whether there are any adverse impacts to the EC district that could be mitigated
1000 Emmet Street Chik-Fil-A (Final November 26, 2019) 1
with conditions. An SUP is an important zoning tool that allows City Council to impose
reasonable conditions to make a use more acceptable in a specific location, and to “protect the
welfare, safety and convenience of the public.”
The parcel’s zoning allows for a drive-through window via a SUP. In reviewing such a request,
the first factor to be considered is if the proposed use will be harmonious with existing patterns
of use and development within the neighborhood. Under the circumstances, allowing a new
drive-through window where one exists would not introduce something new or different; neither
as a use nor as constructed feature. Additionally, within the Barracks Road Shopping Center
there is one fast food restaurant with a drive-through window and three banks with multi-lane
drive-through windows. Just south of this shopping center is a fast food restaurant with a drive-
through window and a bank with multi-lane drive-through windows. Immediately north is a fast
food restaurant with a drive-through window.
Recommendation: For the reasons stated above, design staff recommends a finding that
approval of the requested SUP will not adversely impact Sub-Area C of the 29 North Entrance
Corridor.
Note: Staff’s recommendation is an evaluation only of the request to allow at this location a
restaurant with a drive-through window. This is not a recommendation of approval for any
presented design, site elements, materials, etc. Construction details--such as building design, site
layout, landscaping, lighting, signage—are subject to ERB review and the approval of a
Certificate of Appropriateness.
Suggested Motion: I move to find that, as related to the city’s Entrance Corridor Design
Guidelines, the proposed Special Use Permit to allow a drive through window at the proposed
Chik-Fil-A will not have an adverse impact on the Route 29 North [Emmet Street] Entrance
Corridor.
Alternate Motion: I move to find that, as related to the city’s Entrance Corridor Design
Guidelines, the proposed Special Use Permit to allow a drive through window at the proposed
Chik-Fil-A will, for the following reasons, have an adverse impact on the Route 29 North
[Emmet Street] Entrance Corridor…
1000 Emmet Street Chik-Fil-A (Final November 26, 2019) 2
FY 2021 CIP Budget Outlook - DRAFT
Year to Year Comparisions
FY 19 CIP Budget 23,401,942 FY 20 CIP Budget 35,400,151
FY 20 CIP Budget 35,400,151 FY 21 CIP Draft 35,803,678
$ change 11,998,209 $ change 403,527
% change 51.27% % change 1.14%
FY 21 CIP Budget at a Glance - DRAFT
Revenues FY20 FY21 Notable Changes
Cash - Transfer from General Fund 6,968,323 7,367,841
Mall Vendor Fees 125,000 125,000
Year End Appropriation 3,201,082 - FY19 YE still in progress
Reprogramming Existing CIP budget 1,872,833 -
Miscellaneous 497,500 1,390,000
Bonds 22,735,413 26,920,837
Total Revenue 35,400,151 35,803,678
Expenses
Category FY20 FY21 Notable Changes
Education 6,500,000 3,400,000 Reconfiguration $$ included in FY20
Facilities 1,520,491 3,495,491 $1.5M included in FY21 for Smith Air Quality
Public Safety 3,700,000 4,946,744 Fire and EMS Apparatus
$5M Belmont Bridge, $4.9M parking structure, $650k VDOT
Transportation and Access 9,828,714 18,421,232
Rev Share
Parks and Recreation 1,818,963 680,370 FY20 included $928k for Darden Towe
Affordable Housing - CAHF 2,050,000 2,200,000
Friendship Court 5,545,159 394,841
CRHA 3,000,000 1,500,000
Economic Development - 150,000
Stormwater Initiatives 50,000 -
Technology Infrastructure 297,500 290,000
Other Governmental Projects 1,089,324 325,000 FY20 included funding for Senior Center - $600k
Total Expenses 35,400,151 35,803,678
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ŽŶŝŶŐůĂƐƐŝĨŝĐĂƚŝŽŶƐ
ƉƉůŝĐĂŶƚ
WƌŽƉĞƌƚLJ
WŚĂƐĞ ϭ
zĞůůŽǁ͗ZĞƐŝĚĞŶƚŝĂů;ZͲϭ^Ϳ^ŝŶŐůĞͲ&ĂŵŝůLJ͕KƌĂŶŐĞ͗ZĞƐŝĚĞŶƚŝĂů;ZͲϮͿdǁŽͲ&ĂŵŝůLJ͕ĂƌŬKƌĂŶŐĞ͗ ZĞƐŝĚĞŶƚŝĂů
;ZͲϯͿDƵůƚŝͲĨĂŵŝůLJ͕WŝŶŬ͗ŽŵŵĞƌĐŝĂů;ͲϭͿ͕ZĞĚ͗ŽŵŵĞƌĐŝĂů;ͲϮͿ͕ ĂƌŬZĞĚ͗ŽŵŵĞƌĐŝĂů;ͲϯͿ͕WƵƌƉůĞ͗
DŝdžĞĚhƐĞ;ͿŽǁŶƚŽǁŶ džƚĞŶĚĞĚ͕'ƌĞĞŶ͗sĂƌŝĞƐ;WhͿWůĂŶŶĞĚhŶŝƚĞǀĞůŽƉŵĞŶƚ
ϮϬϭϯŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶ>ĂŶĚhƐĞDĂƉ
ƉƉůŝĐĂŶƚ
WƌŽƉĞƌƚLJ
WŚĂƐĞ ϭ
zĞůůŽǁ͗>ŽǁĞŶƐŝƚLJZĞƐŝĚĞŶƚŝĂů͕KƌĂŶŐĞ͗,ŝŐŚĞŶƐŝƚLJZĞƐŝĚĞŶƚŝĂů͕ZĞĚ͗EĞŝŐŚďŽƌŚŽŽĚŽŵŵĞƌĐŝĂů͕
WƵƌƉůĞ͗DŝdžĞĚhƐĞ͕'ƌĞĞŶ͗WĂƌŬŽƌWƌĞƐĞƌǀĞĚKƉĞŶ^ƉĂĐĞ
WĂŐĞϰŽĨϭϰ
WŚĂƐŝŶŐĂŶĚ>ĂLJŽƵƚĨƌŽŵ^ƉĞĐŝĂůhƐĞWĞƌŵŝƚƉƉůŝĐĂƚŝŽŶWůĂŶ
^ƚĂŶĚĂƌĚŽĨZĞǀŝĞǁ
ŝƚLJŽƵŶĐŝůŵĂLJŐƌĂŶƚĂŶĂƉƉůŝĐĂŶƚĂƐƉĞĐŝĂůƉĞƌŵŝƚŽƌƐƉĞĐŝĂůƵƐĞƉĞƌŵŝƚ͕ŐŝǀŝŶŐĐŽŶƐŝĚĞƌĂƚŝŽŶ
ƚŽĂŶƵŵďĞƌŽĨĨĂĐƚŽƌƐƐĞƚĨŽƌƚŚǁŝƚŚŝŶŽŶŝŶŐKƌĚŝŶĂŶĐĞ^ĞĐ͘ϯϰͲϭϱϳ͘/ĨŽƵŶĐŝůĨŝŶĚƐƚŚĂƚĂ
ƉƌŽƉŽƐĞĚƵƐĞŽƌĚĞǀĞůŽƉŵĞŶƚǁŝůůŚĂǀĞƉŽƚĞŶƚŝĂůůLJĂĚǀĞƌƐĞŝŵƉĂĐƚƐ͕ĂŶĚ ŝĨŽƵŶĐŝůŝĚĞŶƚŝĨŝĞƐ
ĚĞǀĞůŽƉŵĞŶƚĐŽŶĚŝƚŝŽŶƐƚŚĂƚĐŽƵůĚƐĂƚŝƐĨĂĐƚŽƌŝůLJŵŝƚŝŐĂƚĞƐƵĐŚŝŵƉĂĐƚƐ͕ƚŚĞŶŽƵŶĐŝůŵĂLJƐĞƚ
ĨŽƌƚŚƌĞĂƐŽŶĂďůĞĐŽŶĚŝƚŝŽŶƐǁŝƚŚŝŶŝƚƐ^hWĂƉƉƌŽǀĂů͘dŚĞƌŽůĞŽĨƚŚĞWůĂŶŶŝŶŐŽŵŵŝƐƐŝŽŶŝƐƚŽ
ŵĂŬĞĂŶĂĚǀŝƐŽƌLJƌĞĐŽŵŵĞŶĚĂƚŝŽŶƚŽƚŚĞŝƚLJŽƵŶĐŝů͕ĂƐƚŽ;ŝͿǁŚĞƚŚĞƌŽƌŶŽƚŽƵŶĐŝůƐŚŽƵůĚ
ĂƉƉƌŽǀĞĂƉƌŽƉŽƐĞĚ^hWĂŶĚŝĨƐŽ͕;ŝŝͿǁŚĞƚŚĞƌƚŚĞƌĞĂƌĞĂŶLJƌĞĂƐŽŶĂďůĞĚĞǀĞůŽƉŵĞŶƚ
ĐŽŶĚŝƚŝŽŶƐƚŚĂƚĐŽƵůĚŵŝƚŝŐĂƚĞƉŽƚĞŶƚŝĂůůLJĂĚǀĞƌƐĞŝŵƉĂĐƚƐŽĨƚŚĞƉƌŽƉŽƐĞƵƐĞŽƌĚĞǀĞůŽƉŵĞŶƚ͘
^ĞĐƚŝŽŶϯϰͲϭϱϳŽĨƚŚĞŝƚLJ͛ƐŽŶŝŶŐKƌĚŝŶĂŶĐĞůŝƐƚƐĂŶƵŵďĞƌŽĨĨĂĐƚŽƌƐƚŚĂƚŽƵŶĐŝůǁŝůů
ĐŽŶƐŝĚĞƌŝŶŵĂŬŝŶŐĂĚĞĐŝƐŝŽŶŽŶĂƉƌŽƉŽƐĞĚ^hW͘&ŽůůŽǁŝŶŐďĞůŽǁŝƐƐƚĂĨĨ͛ƐĂŶĂůLJƐŝƐŽĨƚŚŽƐĞ
ĨĂĐƚŽƌƐ͕ďĂƐĞĚŽŶƚŚĞŝŶĨŽƌŵĂƚŝŽŶƉƌŽǀŝĚĞĚďLJƚŚĞĂƉƉůŝĐĂŶƚ͘
;ϭͿ tŚĞƚŚĞƌƚŚĞƉƌŽƉŽƐĞĚƵƐĞŽƌĚĞǀĞůŽƉŵĞŶƚǁŝůůďĞŚĂƌŵŽŶŝŽƵƐǁŝƚŚĞdžŝƐƚŝŶŐƉĂƚƚĞƌŶƐŽĨ
ƵƐĞĂŶĚĚĞǀĞůŽƉŵĞŶƚǁŝƚŚŝŶƚŚĞŶĞŝŐŚďŽƌŚŽŽĚ͘
dŚĞƉƌŽƉĞƌƚŝĞƐŝŵŵĞĚŝĂƚĞůLJƐƵƌƌŽƵŶĚŝŶŐƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚLJĂƌĞĚĞƐĐƌŝďĞĚĂƐ͗
ŝƌĞĐƚŝŽŶ
EŽƌƚŚ DŝdžĞĚhƐĞ
^ŽƵƚŚ DƵůƚŝĨĂŵŝůLJZĞƐŝĚĞŶƚŝĂů;WŚĂƐĞϭͿ ZͲϯ
ĂƐƚ ^ŝŶŐůĞͲĨĂŵŝůLJĂŶĚdǁŽͲĨĂŵŝůLJZĞƐŝĚĞŶƚŝĂů ZͲϮ
tĞƐƚ ^ŝŶŐůĞͲĨĂŵŝůLJZĞƐŝĚĞŶƚŝĂů͕,ŽƵƐĞŽĨtŽƌƐŚŝƉ ZͲϭ^͕Ͳϭ
WĂŐĞϱŽĨϭϰ
dŚĞŵĂũŽƌŝƚLJŽĨƚŚĞĂƌĞĂƐƵƌƌŽƵŶĚŝŶŐƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚLJŝƐƌĞƐŝĚĞŶƚŝĂůǁŝƚŚƵŶŝƚƚLJƉĞƐ
ǀĂƌLJŝŶŐƵŶŝƚĨƌŽŵƐŝŶŐůĞͲĨĂŵŝůLJĚǁĞůůŝŶŐƐƚŽƚǁŽͲĨĂŵŝůLJƚŽŵƵůƚŝĨĂŵŝůLJ͘ŚŽƵƐĞŽĨǁŽƌƐŚŝƉŝƐ
ůŽĐĂƚĞĚƚŽƚŚĞŶŽƌƚŚǁĞƐƚ͕ĂŶĚĂĐƌŽƐƐůůŝŽƚƚǀĞŶƵĞ͕ƚŚĞ/yƉƌŽƉĞƌƚLJŝƐŚŽŵĞƚŽĂǀĂƌŝĞƚLJŽĨ
ĐŽŵŵĞƌĐŝĂůƵƐĞƐ͘dŚĞůĂƌŐĞƌĐŽŵŵƵŶŝƚLJĂƌŽƵŶĚƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚLJƚŽƚŚĞĞĂƐƚ͕ǁĞƐƚ͕ĂŶĚ
ƐŽƵƚŚŝƐƉƌĞĚŽŵŝŶĂŶƚůLJƐŝŶŐůĞͲĨĂŵŝůLJĂŶĚƚǁŽͲĨĂŵŝůLJĚǁĞůůŝŶŐƐ͕ǁŚŝůĞĂƌĞĂƐĨĂƌƚŚĞƌŶŽƌƚŚĂƌĞ
ĐůŽƐĞƌƚŽĚŽǁŶƚŽǁŶĂŶĚŚĂǀĞĂŐƌĞĂƚĞƌǀĂƌŝĞƚLJŽĨƵƐĞƐ͘
dŚĞĂƉƉůŝĐĂƚŝŽŶŶĂƌƌĂƚŝǀĞ;ƚƚĂĐŚŵĞŶƚͿŶŽƚĞƐƚŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚĐŽŵƉůŝĞƐǁŝƚŚ
ƚŚĞŚĞŝŐŚƚĂŶĚĚĞŶƐŝƚLJƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞZͲϯnjŽŶŝŶŐĚŝƐƚƌŝĐƚ͘dŚĞĂƉƉůŝĐĂƚŝŽŶŶĂƌƌĂƚŝǀĞ
ƐƚĂƚĞƐƚŚĞŽŶͲƐŝƚĞƌĞƐŝĚĞŶƚƐŚĂǀĞǁŽƌŬĞĚĨŽƌŵŽŶƚŚƐǁŝƚŚƚŚĞĂƉƉůŝĐĂŶƚƚĞĂŵƚŽĚĞƐŝŐŶƚŚĞŝƌ
ŽǁŶĐŽŵŵƵŶŝƚLJ͕ŝŶĐůƵĚŝŶŐĂǀĂƌŝĞƚLJŽĨŚŽƵƐŝŶŐƚLJƉĞƐĂŶĚŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůƐƉĂĐĞĂŶĚĂ
ĐŽŵŵƵŶŝƚLJĐĞŶƚĞƌĂƚƚŚĞŚĞĂƌƚŽĨƚŚĞĚĞǀĞůŽƉŵĞŶƚ͘KƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐĂƌĞĂůƐŽ
ůŽĐĂƚĞĚƚŚƌŽƵŐŚŽƵƚƚŚĞƐŝƚĞ͕ĂůůŽǁŝŶŐĂĐĐĞƐƐĨŽƌĂůůƌĞƐŝĚĞŶƚƐ͘
^ƚĂĨĨŶĂůLJƐŝƐ͗dŚĞƐƵƌƌŽƵŶĚŝŶŐĂƌĞĂŝƐĂŵŝdžŽĨƐŝŶŐůĞͲĨĂŵŝůLJĂŶĚƚǁŽͲĨĂŵŝůLJĚǁĞůůŝŶŐƵŶŝƚƐ͕
ǁŝƚŚƐŽŵĞŵƵůƚŝͲĨĂŵŝůLJĚǁĞůůŝŶŐĂŶĚĐŽŵŵĞƌĐŝĂůďƵŝůĚŝŶŐƐ͘dŚĞƉƌŽƉŽƐĞĚƵƐĞƐŽĨŽƵƚĚŽŽƌ
ƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐ͕ŝŶĐůƵĚŝŶŐƉƌŝǀĂƚĞƉĂƌŬƐ͕ƉůĂLJŐƌŽƵŶĚƐ͕ĂŶĚďĂůůĐŽƵƌƚƐ͕ĂƌĞŚĂƌŵŽŶŝŽƵƐ
ǁŝƚŚƚŚĞĞdžŝƐƚŝŶŐƉĂƚƚĞƌŶƐŽĨƵƐĞǁŝƚŚŝŶƚŚĞŶĞŝŐŚďŽƌŚŽŽĚ͘
;ϮͿ tŚĞƚŚĞƌƚŚĞƉƌŽƉŽƐĞĚƵƐĞŽƌĚĞǀĞůŽƉŵĞŶƚĂŶĚĂƐƐŽĐŝĂƚĞĚƉƵďůŝĐĨĂĐŝůŝƚŝĞƐǁŝůů
ƐƵďƐƚĂŶƚŝĂůůLJĐŽŶĨŽƌŵƚŽƚŚĞĐŝƚLJΖƐĐŽŵƉƌĞŚĞŶƐŝǀĞƉůĂŶ͘
dŚĞĂƉƉůŝĐĂƚŝŽŶŶĂƌƌĂƚŝǀĞ;ƚƚĂĐŚŵĞŶƚͿŶŽƚĞƐƚŚĞŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶ>ĂŶĚhƐĞDĂƉ
ĚĞƐŝŐŶĂƚĞƐƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚLJĂƐ,ŝŐŚĞŶƐŝƚLJZĞƐŝĚĞŶƚŝĂů͕ǁŚŝĐŚĐŽŶƚĞŵƉůĂƚĞƐĚĞŶƐŝƚLJ
ŐƌĞĂƚĞƌƚŚĂŶϭϱĚǁĞůůŝŶŐƵŶŝƚƐƉĞƌĂĐƌĞ;hͿ͘dŚĞŶĂƌƌĂƚŝǀĞŶŽƚĞƐƚŚĞƉƌŽƉŽƐĞĚ
ĚĞǀĞůŽƉŵĞŶƚŝƐĂƉƉƌŽdžŝŵĂƚĞůLJϭϱĚǁĞůůŝŶŐƵŶŝƚƐƉĞƌĂĐƌĞ;hͿ͕ǁŚŝůĞƉƌŽǀŝĚŝŶŐĂǀĂƌŝĞƚLJŽĨ
ĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐŽƉƚŝŽŶƐ͘dŚĞŶĂƌƌĂƚŝǀĞƐƚĂƚĞƐƚŚĞƉƌŝǀĂƚĞƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐƉƌŽǀŝĚĞĂ
ďĞŶĞĨŝƚƚŽƚŚĞƌĞƐŝĚĞŶƚƐĂŶĚƚŚĞŝƚLJ͕ŝŶƚŚĂƚƚŚĞƐĞĂŵĞŶŝƚŝĞƐƌĞĚƵĐĞƚŚĞďƵƌĚĞŶŽŶŝƚLJ
ƉƵďůŝĐƉĂƌŬƐ͘
ĞůŽǁĂƌĞĂƌĞĂƐŽĨƚŚĞŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶĨŽƌǁŚŝĐŚƚŚĞĚĞǀĞůŽƉŵĞŶƚŝƐŝŶĐŽŵƉůŝĂŶĐĞ͗
Ă͘ ŽŵŵƵŶŝƚLJsĂůƵĞƐ
sĂůƵĞϯ͗KƵƌŶĞŝŐŚďŽƌŚŽŽĚƐƌĞƚĂŝŶĂĐŽƌĞŚŝƐƚŽƌŝĐĨĂďƌŝĐǁŚŝůĞŽĨĨĞƌŝŶŐŚŽƵƐŝŶŐ
ƚŚĂƚŝƐĂĨĨŽƌĚĂďůĞĂŶĚĂƚƚĂŝŶĂďůĞĨŽƌƉĞŽƉůĞŽĨĂůůŝŶĐŽŵĞůĞǀĞůƐ͕ƌĂĐŝĂů
ďĂĐŬŐƌŽƵŶĚƐ͕ůŝĨĞƐƚĂŐĞƐ͕ĂŶĚĂďŝůŝƚŝĞƐ͘KƵƌŶĞŝŐŚďŽƌŚŽŽĚƐĨĞĂƚƵƌĞĂǀĂƌŝĞƚLJŽĨ
ŚŽƵƐŝŶŐƚLJƉĞƐ͕ŝŶĐůƵĚŝŶŐŚŝŐŚĞƌĚĞŶƐŝƚLJ͕ƉĞĚĞƐƚƌŝĂŶĂŶĚƚƌĂŶƐŝƚŽƌŝĞŶƚĞĚŚŽƵƐŝŶŐ
ĂƚĞŵƉůŽLJŵĞŶƚĂŶĚĐƵůƚƵƌĂůĐĞŶƚĞƌƐ͘tĞŚĂǀĞƌĞǀŝƚĂůŝnjĞĚƉƵďůŝĐŚŽƵƐŝŶŐ
ŶĞŝŐŚďŽƌŚŽŽĚƐƚŚĂƚŝŶĐůƵĚĞĂŵŝdžƚƵƌĞŽĨŝŶĐŽŵĞĂŶĚŚŽƵƐŝŶŐƚLJƉĞƐǁŝƚŚ
WĂŐĞϲŽĨϭϰ
ĞŶŚĂŶĐĞĚĐŽŵŵƵŶŝƚLJĂŵĞŶŝƚŝĞƐ͘KƵƌŚŽƵƐŝŶŐƐƚŽĐŬŝƐĐŽŶŶĞĐƚĞĚǁŝƚŚƌĞĐƌĞĂƚŝŽŶ
ĨĂĐŝůŝƚŝĞƐ͕ƉĂƌŬƐ͕ƚƌĂŝůƐ͕ĂŶĚƐĞƌǀŝĐĞƐ͘
ď͘ >ĂŶĚhƐĞ
Ϯ͘ϭ͗ tŚĞŶĐŽŶƐŝĚĞƌŝŶŐĐŚĂŶŐĞƐƚŽůĂŶĚƵƐĞƌĞŐƵůĂƚŝŽŶƐ͕ƌĞƐƉĞĐƚŶĞĂƌďLJ
ƌĞƐŝĚĞŶƚŝĂůĂƌĞĂƐ͘
Ϯ͘ϯ͗ ŶŚĂŶĐĞƉĞĚĞƐƚƌŝĂŶĐŽŶŶĞĐƚŝŽŶƐďĞƚǁĞĞŶƌĞƐŝĚĞŶĐĞƐ͕ĐŽŵŵĞƌĐŝĂůĐĞŶƚĞƌƐ͕
ƉƵďůŝĐĨĂĐŝůŝƚŝĞƐ͕ĂŵĞŶŝƚŝĞƐĂŶĚŐƌĞĞŶƐƉĂĐĞƐ͘
Đ͘ ,ŽƵƐŝŶŐ
ϭ͘ϯ͗ ǀĂůƵĂƚĞƚŚĞĞĨĨĞĐƚƐ ŶĞǁĚĞǀĞůŽƉŵĞŶƚƐŚĂǀĞŽŶƚƌĂŶƐŝƚ͕ƚŚĞĞŶǀŝƌŽŶŵĞŶƚ͕
ĚĞŶƐŝƚLJ͕ŽƉĞŶƐƉĂĐĞĐŽŶĨŝŐƵƌĂƚŝŽŶ͕ĐŽŵŵƵƚĞƌĐŽƐƚƐĂŶĚĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐ͘
ϯ͘ϭ͗ ŽŶƚŝŶƵĞƚŽǁŽƌŬƚŽǁĂƌĚƚŚĞŝƚLJ͛ƐŐŽĂůŽĨϭϱйƐƵƉƉŽƌƚĞĚĂĨĨŽƌĚĂďůĞ
ŚŽƵƐŝŶŐďLJϮϬϮϱ͘
ϳ͘ϭ͗ dŽƚŚĞŐƌĞĂƚĞƐƚĞdžƚĞŶƚĨĞĂƐŝďůĞ͕ĞŶƐƵƌĞĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐŝƐĂĞƐƚŚĞƚŝĐĂůůLJ
ƐŝŵŝůĂƌƚŽŵĂƌŬĞƚƌĂƚĞ͘
Ě͘ dƌĂŶƐƉŽƌƚĂƚŝŽŶ
Ϯ͘ϲ͗ WƌŽŵŽƚĞƵƌďĂŶĚĞƐŝŐŶƚĞĐŚŶŝƋƵĞƐ͕ƐƵĐŚĂƐƉůĂĐŝŶŐƉĂƌŬŝŶŐďĞŚŝŶĚďƵŝůĚŝŶŐƐ͕
ƌĞĚƵĐŝŶŐƐĞƚďĂĐŬƐĂŶĚŝŶĐƌĞĂƐŝŶŐŶĞƚǁŽƌŬĐŽŶŶĞĐƚŝǀŝƚLJ͕ƚŽĐƌĞĂƚĞĂŵŽƌĞ
ƉĞĚĞƐƚƌŝĂŶĨƌŝĞŶĚůLJƐƚƌĞĞƚƐĐĂƉĞĂŶĚƚŽƌĞĚƵĐĞƐƉĞĞĚƐŽŶŚŝŐŚǀŽůƵŵĞƌŽĂĚǁĂLJƐ͘
Ğ͘ ,ŝƐƚŽƌŝĐWƌĞƐĞƌǀĂƚŝŽŶĂŶĚhƌďĂŶĞƐŝŐŶ
ϭ͘ϰ͗ ĞǀĞůŽƉƉĞĚĞƐƚƌŝĂŶͲĨƌŝĞŶĚůLJĞŶǀŝƌŽŶŵĞŶƚƐŝŶŚĂƌůŽƚƚĞƐǀŝůůĞƚŚĂƚĐŽŶŶĞĐƚ
ŶĞŝŐŚďŽƌŚŽŽĚƐƚŽĐŽŵŵƵŶŝƚLJĨĂĐŝůŝƚŝĞƐ͕ƚŽĐŽŵŵĞƌĐŝĂůĂƌĞĂƐĂŶĚĞŵƉůŽLJŵĞŶƚ
ĐĞŶƚĞƌƐ͕ĂŶĚƚŚĂƚĐŽŶŶĞĐƚŶĞŝŐŚďŽƌŚŽŽĚƐƚŽĞĂĐŚŽƚŚĞƌ͕ƚŽƉƌŽŵŽƚĞĂŚĞĂůƚŚŝĞƌ
ĐŽŵŵƵŶŝƚLJ͘
ŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶ
dŚĞ'ĞŶĞƌĂů>ĂŶĚhƐĞWůĂŶĐĂůůƐĨŽƌƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚLJĂŶĚWŚĂƐĞϭĂƌĞĂƚŽďĞ,ŝŐŚ
ĞŶƐŝƚLJZĞƐŝĚĞŶƚŝĂůůĂŶĚƵƐĞ͕ĂƌĞĂƐŝŵŵĞĚŝĂƚĞůLJŶŽƌƚŚƚŽďĞDŝdžĞĚhƐĞůĂŶĚƵƐĞ͕ĂŶĚƚŚĞ
ƌĞŵĂŝŶŝŶŐƐƵƌƌŽƵŶĚŝŶŐĂƌĞĂƐƚŽďĞ>ŽǁĞŶƐŝƚLJZĞƐŝĚĞŶƚŝĂůůĂŶĚƵƐĞ͘,ŝŐŚĞŶƐŝƚLJ
ZĞƐŝĚĞŶƚŝĂůŝƐĚĞƐĐƌŝďĞĚĂƐŵƵůƚŝͲĨĂŵŝůLJƌĞƐŝĚĞŶƚŝĂůƚLJƉĞƐǁŝƚŚĂĚĞŶƐŝƚLJŵŽƌĞƚŚĂŶϭϱ
ĚǁĞůůŝŶŐƵŶŝƚƐƉĞƌĂĐƌĞ;hͿ͘ >ŽǁĞŶƐŝƚLJZĞƐŝĚĞŶƚŝĂůŝƐĚĞƐĐƌŝďĞĚĂƐƐŝŶŐůĞŽƌƚǁŽͲĨĂŵŝůLJ
ŚŽƵƐŝŶŐƚLJƉĞƐ͕ǁŝƚŚĂĚĞŶƐŝƚLJŽĨŶŽŐƌĞĂƚĞƌƚŚĂŶϭϱĚǁĞůůŝŶŐƵŶŝƚƐƉĞƌĂĐƌĞ;hͿ͘dŚĞ
ŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶƐƉĞĐŝĨŝĞƐƚŚĂƚDŝdžĞĚhƐĞĂƌĞĂƐĂƌĞŝŶƚĞŶĚĞĚƚŽďĞnjŽŶĞƐǁŚĞƌĞƚŚĞŝƚLJ
ĞŶĐŽƵƌĂŐĞƐĚĞǀĞůŽƉŵĞŶƚŽĨĂŵŽĚĞƌĂƚĞŽƌŚŝŐŚŝŶƚĞŶƐŝƚLJ͕ĂŶĚǁŚĞƌĞĂůĂƌŐĞǀĂƌŝĞƚLJŽĨƵƐĞƐ
ǁŝůůďĞƉĞƌŵŝƚƚĞĚ͕ŝŶĐůƵĚŝŶŐŵĂŶLJĐŽŵŵĞƌĐŝĂůƵƐĞƐ͕ƌĞƐŝĚĞŶƚŝĂůƵƐĞƐ͕ĂŶĚƐŽŵĞůŝŵŝƚĞĚ
ƌĞƐĞĂƌĐŚĂŶĚŵĂŶƵĨĂĐƚƵƌŝŶŐǁŚĞƌĞĂƉƉƌŽƉƌŝĂƚĞ͘
^ƚĂĨĨŶĂůLJƐŝƐ͗dŚĞ'ĞŶĞƌĂů>ĂŶĚhƐĞWůĂŶĐĂůůƐĨŽƌƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚŝĞƐƚŽďĞ,ŝŐŚĞŶƐŝƚLJ
ZĞƐŝĚĞŶƚŝĂůůĂŶĚƵƐĞǁŝƚŚĂhŽǀĞƌϭϱ͘dŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚǁŝůůŚĂǀĞĂhŽĨ
ϭϰ͘ϮϯĂĐĐŽƌĚŝŶŐƚŽƚŚĞĂƉƉůŝĐĂƚŝŽŶƉůĂŶ;ƚƚĂĐŚŵĞŶƚͿĂŶĚĚŽĞƐŶŽƚƋƵŝƚĞŵĞĞƚƚŚŝƐŐŽĂů͘
WĂŐĞϳŽĨϭϰ
,ŽǁĞǀĞƌ͕ƚŚĞƉƌŽƉŽƐĞĚŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐĂŶĚŽǀĞƌĂůůĚĞǀĞůŽƉŵĞŶƚƉƌŽũĞĐƚ
ŵĞĞƚƐĞǀĞƌĂůŐŽĂůƐŝŶƚŚĞŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶ͕ǁŚŝĐŚƐƉĞĂŬ ƚŽĂĚĞƐŝƌĞĨŽƌŚŝŐŚͲƋƵĂůŝƚLJ
ĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐŽƉƚŝŽŶƐ͕ĞŶŚĂŶĐĞĚĐŽŵŵƵŶŝƚLJĨĂĐŝůŝƚŝĞƐ͕ĂŶĚƉĞĚĞƐƚƌŝĂŶͲĂĐĐĞƐƐŝďůĞŐƌĞĞŶ
ƐƉĂĐĞƐ͘
;ϯͿ tŚĞƚŚĞƌƉƌŽƉŽƐĞĚƵƐĞŽƌĚĞǀĞůŽƉŵĞŶƚŽĨĂŶLJďƵŝůĚŝŶŐƐŽƌƐƚƌƵĐƚƵƌĞƐǁŝůůĐŽŵƉůLJǁŝƚŚĂůů
ĂƉƉůŝĐĂďůĞďƵŝůĚŝŶŐĐŽĚĞƌĞŐƵůĂƚŝŽŶƐ͘
ĂƐĞĚŽŶƚŚĞŝŶĨŽƌŵĂƚŝŽŶĐŽŶƚĂŝŶĞĚǁŝƚŚŝŶƚŚĞĂƉƉůŝĐĂƚŝŽŶ͕ƚŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚ
ǁŽƵůĚůŝŬĞůLJĐŽŵƉůLJǁŝƚŚ ĂƉƉůŝĐĂďůĞďƵŝůĚŝŶŐĐŽĚĞƌĞŐƵůĂƚŝŽŶƐ͘ ,ŽǁĞǀĞƌ͕ĨŝŶĂů
ĚĞƚĞƌŵŝŶĂƚŝŽŶƐĐĂŶŶŽƚďĞŵĂĚĞƉƌŝŽƌƚŽŚĂǀŝŶŐƚŚĞĚĞƚĂŝůƐƌĞƋƵŝƌĞĚĨŽƌĨŝŶĂůƐŝƚĞƉůĂŶĂŶĚ
ďƵŝůĚŝŶŐƉĞƌŵŝƚĂƉƉƌŽǀĂůƐ͘
;ϰͿ WŽƚĞŶƚŝĂůĂĚǀĞƌƐĞŝŵƉĂĐƚƐ͕ŝŶĐůƵĚŝŶŐ͕ďƵƚŶŽƚŶĞĐĞƐƐĂƌŝůLJůŝŵŝƚĞĚƚŽ͗
ĂͿ dƌĂĨĨŝĐŽƌƉĂƌŬŝŶŐĐŽŶŐĞƐƚŝŽŶ
dƌĂĨĨŝĐ
dƌĂĨĨŝĐŝŵƉĂĐƚƐĨŽƌƚŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚĂƌĞŐĞŶĞƌĂƚĞĚĨƌŽŵƚŚĞƉƌŽƉŽƐĞĚ
ŵƵůƚŝĨĂŵŝůLJĚǁĞůůŝŶŐƵŶŝƚƐ͕ĂŶĚŶŽƚƚŚĞƉƌŝǀĂƚĞŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐ
ĐŽŶƚĞŵƉůĂƚĞĚŝŶƚŚĞ^ƉĞĐŝĂůhƐĞWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶ͕ǁŚŝĐŚĂƌĞĨŽƌƚŚĞƵƐĞŽĨŽŶͲƐŝƚĞ
ƌĞƐŝĚĞŶƚƐ͘dŚĞŝƚLJdƌĂĨĨŝĐŶŐŝŶĞĞƌǁŝůůƌĞǀŝĞǁƚŚĞdƌĂĨĨŝĐDĞŵŽƌĂŶĚƵŵƉƌŽǀŝĚĞĚďLJƚŚĞ
ĂƉƉůŝĐĂŶƚĂƐƉĂƌƚŽĨƚŚĞĨŝŶĂůƐŝƚĞƉůĂŶƉƌŽĐĞƐƐ͘
WĂƌŬŝŶŐ
WĂƌŬŝŶŐŝŵƉĂĐƚƐĨŽƌƚŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚĂƌĞŐĞŶĞƌĂƚĞĚĨƌŽŵƚŚĞƉƌŽƉŽƐĞĚ
ŵƵůƚŝĨĂŵŝůLJĚǁĞůůŝŶŐƵŶŝƚƐ͕ĂŶĚŶŽƚƚŚĞƉƌŝǀĂƚĞŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐ
ĐŽŶƚĞŵƉůĂƚĞĚŝŶƚŚĞ^ƉĞĐŝĂůhƐĞWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶ͕ǁŚŝĐŚĂƌĞĨŽƌƚŚĞƵƐĞŽĨŽŶͲƐŝƚĞ
ƌĞƐŝĚĞŶƚƐ͘dŚĞĂƉƉůŝĐĂŶƚŵƵƐƚĚĞŵŽŶƐƚƌĂƚĞĂůůƌĞƋƵŝƌĞĚŽĨĨͲƐŝƚĞƉĂƌŬŝŶŐƌĞƋƵŝƌĞŵĞŶƚƐ
ƉĞƌŝǀŝƐŝŽŶϮKĨĨͲ^ƚƌĞĞƚWĂƌŬŝŶŐ;^ĞĐƚŝŽŶƐϯϰͲϵϳϬƚŚƌŽƵŐŚϯϰͲϵϴϲͿĂƌĞŵĞƚďĞĨŽƌĞĨŝŶĂů
ƐŝƚĞƉůĂŶĂƉƉƌŽǀĂů͘
^ƚĂĨĨŶĂůLJƐŝƐ͗dŚĞƉƌŝǀĂƚĞŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐĚŽŶŽƚĐƌĞĂƚĞĂĚǀĞƌƐĞƚƌĂĨĨŝĐŽƌ
ƉĂƌŬŝŶŐĐŽŶŐĞƐƚŝŽŶŝŵƉĂĐƚƐ͘
ďͿ EŽŝƐĞ͕ůŝŐŚƚƐ͕ĚƵƐƚ͕ŽĚŽƌ͕ĨƵŵĞƐ͕ǀŝďƌĂƚŝŽŶ͕ĂŶĚŽƚŚĞƌĨĂĐƚŽƌƐǁŚŝĐŚĂĚǀĞƌƐĞůLJĂĨĨĞĐƚƚŚĞ
ŶĂƚƵƌĂůĞŶǀŝƌŽŶŵĞŶƚ
dŚĞĂƉƉůŝĐĂƚŝŽŶŶĂƌƌĂƚŝǀĞ;ƚƚĂĐŚŵĞŶƚͿƐƚĂƚĞƐĂŶLJŽƵƚĚŽŽƌůŝŐŚƚŝŶŐŝŶƐƚĂůůĞĚĨŽƌƚŚĞ
ŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐǁŝůůĐŽŵƉůLJǁŝƚŚƚŚĞKƵƚĚŽŽƌ>ŝŐŚƚŝŶŐƌĞŐƵůĂƚŝŽŶƐ
;^ĞĐƚŝŽŶƐϯϰͲϭϬϬϬƚŚƌŽƵŐŚϯϰͲϭϬϬϱͿ͕ŝŶĐůƵĚŝŶŐƵƐĞŽĨĨƵůůĐƵƚͲŽĨĨĨŝdžƚƵƌĞƐ͘
WĂŐĞϴŽĨϭϰ
^ƚĂĨĨŶĂůLJƐŝƐ͗EŽŝŵƉĂĐƚƐĚƵĞƚŽĚƵƐƚ͕ŽĚŽƌƐ͕ĨƵŵĞƐ͕ĂŶĚǀŝďƌĂƚŝŽŶƐĂƌĞĂŶƚŝĐŝƉĂƚĞĚĨƌŽŵ
ŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐ͘DŝŶŝŵĂůŶŽŝƐĞŵĂLJďĞŐĞŶĞƌĂƚĞĚĨƌŽŵƌĞĐƌĞĂƚŝŽŶĂů
ĨĂĐŝůŝƚŝĞƐ͕ǁŝƚŚĐŚŝůĚƌĞŶƉůĂLJŝŶŐŽƵƚƐŝĚĞ͕ďƵƚƐƚĂĨĨĚŽĞƐŶŽƚďĞůŝĞǀĞƚŚĞŝŵƉĂĐƚƚŽďĞ
ĂĚǀĞƌƐĞ͘dŚĞůŝŐŚƚŝŶŐŽĨƚŚĞŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐǁŝůůďĞŐŽǀĞƌŶĞĚďLJƚŚĞ
KƵƚĚŽŽƌ>ŝŐŚƚŝŶŐƌĞŐƵůĂƚŝŽŶƐŝĨĨŝdžƚƵƌĞƐŵĞĞƚƚŚĞĂƉƉůŝĐĂďŝůŝƚLJƚŚƌĞƐŚŽůĚŽĨ^ĞĐƚŝŽŶϯϰͲ
ϭϬϬϭ͘,ŽǁĞǀĞƌ͕ĂĚĚŝƚŝŽŶĂůĐŽŶĚŝƚŝŽŶƐĐĂŶďĞƉůĂĐĞĚƚŽĞŶƐƵƌĞĂůůůŝŐŚƚŝŶŐĐŽŵƉůŝĞƐǁŝƚŚ
ƚŚĞƌĞŐƵůĂƚŝŽŶƐ͕ƌĞŐĂƌĚůĞƐƐŽĨĂƉƉůŝĐĂďŝůŝƚLJ͘
ĐͿ ŝƐƉůĂĐĞŵĞŶƚŽĨĞdžŝƐƚŝŶŐƌĞƐŝĚĞŶƚƐŽƌďƵƐŝŶĞƐƐĞƐ
dŚĞĂƉƉůŝĐĂƚŝŽŶŶĂƌƌĂƚŝǀĞ;ƚƚĂĐŚŵĞŶƚͿŝŶĚŝĐĂƚĞƐƚŚĞĐŽŶƐƚƌƵĐƚŝŽŶŽĨƚŚĞĚĞǀĞůŽƉŵĞŶƚ
ǁŝůůďĞƉŚĂƐĞĚƐŽŽŶůLJŵŝŶŝŵĂůƚĞŵƉŽƌĂƌLJĚŝƐƉůĂĐĞŵĞŶƚŽĨĞdžŝƐƚŝŶŐƌĞƐŝĚĞŶƚƐ͕ŝĨ
ŶĞĐĞƐƐĂƌLJ͕ǁŝůůƚĂŬĞƉůĂĐĞĚƵƌŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ͘
ĚͿ ŝƐĐŽƵƌĂŐĞŵĞŶƚŽĨĞĐŽŶŽŵŝĐĚĞǀĞůŽƉŵĞŶƚĂĐƚŝǀŝƚŝĞƐƚŚĂƚŵĂLJƉƌŽǀŝĚĞĚĞƐŝƌĂďůĞ
ĞŵƉůŽLJŵĞŶƚŽƌĞŶůĂƌŐĞƚŚĞƚĂdžďĂƐĞ
dŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚLJŝƐůŽĐĂƚĞĚŝŶƚŚĞZͲϯDƵůƚŝĨĂŵŝůLJZĞƐŝĚĞŶƚŝĂůŝƐƚƌŝĐƚ͘&Ğǁ
ĐŽŵŵĞƌĐŝĂůƵƐĞƐĂƌĞƉĞƌŵŝƚƚĞĚŝŶƚŚĞĚŝƐƚƌŝĐƚƚŽƉƌŽǀŝĚĞĂĚĞƐŝƌĂďůĞĞŵƉůŽLJŵĞŶƚŽƌ
ĞŶůĂƌŐĞƚŚĞƚĂdžďĂƐĞ͘
ĞͿ hŶĚƵĞĚĞŶƐŝƚLJŽĨƉŽƉƵůĂƚŝŽŶŽƌŝŶƚĞŶƐŝƚLJŽĨƵƐĞŝŶƌĞůĂƚŝŽŶƚŽƚŚĞĐŽŵŵƵŶŝƚLJĨĂĐŝůŝƚŝĞƐ
ĞdžŝƐƚŝŶŐŽƌĂǀĂŝůĂďůĞ
dŚĞ^ƉĞĐŝĂůhƐĞWĞƌŵŝƚƌĞƋƵĞƐƚĚŽĞƐŶŽƚŝŶĐůƵĚĞĂŶŝŶĐƌĞĂƐĞŽĨƌĞƐŝĚĞŶƚŝĂůĚĞŶƐŝƚLJ͘
ĨͿ ZĞĚƵĐƚŝŽŶŝŶƚŚĞĂǀĂŝůĂďŝůŝƚLJŽĨĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐŝŶƚŚĞŶĞŝŐŚďŽƌŚŽŽĚ
dŚĞĂƉƉůŝĐĂƚŝŽŶŶĂƌƌĂƚŝǀĞ;ƚƚĂĐŚŵĞŶƚͿŶŽƚĞƐƚŚĞƉƌŝŵĂƌLJŐŽĂůŽĨƚŚĞĚĞǀĞůŽƉŵĞŶƚŝƐ
ƚŽŝŶĐƌĞĂƐĞƚŚĞĂǀĂŝůĂďŝůŝƚLJŽĨĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐƵŶŝƚƐŝŶŚĂƌůŽƚƚĞƐǀŝůůĞ͘dŚƌŽƵŐŚƚŚĞ
ƉƌŽƉŽƐĞĚĚĞƐŝŐŶ͕ĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐǁŝůůďĞƐƵďƐƚĂŶƚŝĂůůLJŝŶĐƌĞĂƐĞĚǁŚŝůĞŵĂŝŶƚĂŝŶŝŶŐĂ
ĐŽŵŵƵŶŝƚLJĚĞƐŝŐŶƚŚĂƚŝƐŝŶŬĞĞƉŝŶŐǁŝƚŚƚŚĞƐƵƌƌŽƵŶĚŝŶŐŶĞŝŐŚďŽƌŚŽŽĚ͘
^ƚĂĨĨŶĂůLJƐŝƐ͗tŚŝůĞƚŚĞŝŶĐůƵƐŝŽŶŽĨŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐĚŽĞƐƌĞƐƵůƚŝŶůĞƐƐ
ůĂŶĚĂǀĂŝůĂďůĞĨŽƌĂĚĚŝƚŝŽŶĂůĂĨĨŽƌĚĂďůĞƵŶŝƚƐ͕ƐƚĂĨĨďĞůŝĞǀĞƐƚŚĞůĂLJŽƵƚƉƌŽƉŽƐĞĚƉƌŽǀŝĚĞƐ
ĂŚŝŐŚĞƌͲƋƵĂůŝƚLJĂŶĚůŝǀĂďůĞĐŽŵŵƵŶŝƚLJĨŽƌƌĞƐŝĚĞŶƚƐǁŚŝůĞƐƚŝůůƉƌŽǀŝĚŝŶŐĂŶŝŶĐƌĞĂƐĞŝŶ
ŽǀĞƌĂůůĂĨĨŽƌĚĂďůĞƵŶŝƚƐŝŶĚĞǀĞůŽƉŵĞŶƚ͘
ŐͿ /ŵƉĂĐƚŽŶƐĐŚŽŽůƉŽƉƵůĂƚŝŽŶĂŶĚĨĂĐŝůŝƚŝĞƐ
dŚĞĂƉƉůŝĐĂƚŝŽŶŶĂƌƌĂƚŝǀĞ;ƚƚĂĐŚŵĞŶƚͿŶŽƚĞƐƚŚĞƌĞŵĂLJďĞĂŶŝŶĐƌĞĂƐĞŝŶƐĐŚŽŽů
ƉŽƉƵůĂƚŝŽŶďLJƉƌŽǀŝĚŝŶŐĨĂŵŝůLJͲĨƌŝĞŶĚůLJĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐŽƉƚŝŽŶƐ͘Z,ƉůĂŶƐƚŽǁŽƌŬ
WĂŐĞϵŽĨϭϰ
ǁŝƚŚƚŚĞŚĂƌůŽƚƚĞƐǀŝůůĞ^ƵƉĞƌŝŶƚĞŶĚĞŶƚŽĨ^ĐŚŽŽůƐƚŽĞŶƐƵƌĞƚŚĞLJĂƌĞĨƵůůLJĂǁĂƌĞŽĨƚŚĞ
ƉƌŽũĞĐƚĂŶĚĐĂŶƉůĂŶĂŚĞĂĚĨŽƌǁŚĞŶŶĞǁƵŶŝƚƐďĞĐŽŵĞĂǀĂŝůĂďůĞƚŽĨĂŵŝůŝĞƐ͘
^ƚĂĨĨŶĂůLJƐŝƐ͗dŚĞƌĞŝƐĂƉŽƐƐŝďŝůŝƚLJƚŚĂƚĨĂŵŝůŝĞƐǁŝƚŚĐŚŝůĚƌĞŶĐŽƵůĚƚĂŬĞƌĞƐŝĚĞŶĐĞŝŶ
ƚŚĞƉƌŽƉŽƐĞĚ͘,ŽǁĞǀĞƌ͕ƚŚĞ^ƉĞĐŝĂůhƐĞWĞƌŵŝƚƌĞƋƵĞƐƚĚŽĞƐŶŽƚŝŶĐůƵĚĞĂŶŝŶĐƌĞĂƐĞŽĨ
ƌĞƐŝĚĞŶƚŝĂůĚĞŶƐŝƚLJ͘
ŚͿ ĞƐƚƌƵĐƚŝŽŶŽĨŽƌĞŶĐƌŽĂĐŚŵĞŶƚƵƉŽŶĐŽŶƐĞƌǀĂƚŝŽŶŽƌŚŝƐƚŽƌŝĐĚŝƐƚƌŝĐƚƐ
dŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚLJŝƐŶŽƚǁŝƚŚŝŶĂŶLJĚĞƐŝŐŶĐŽŶƚƌŽůĚŝƐƚƌŝĐƚ͘
ŝͿ ŽŶĨŽƌŵŝƚLJǁŝƚŚĨĞĚĞƌĂů͕ƐƚĂƚĞĂŶĚůŽĐĂůůĂǁƐ͕ĂƐĚĞŵŽŶƐƚƌĂƚĞĚĂŶĚĐĞƌƚŝĨŝĞĚďLJƚŚĞ
ĂƉƉůŝĐĂŶƚ
ĂƐĞĚŽŶƚŚĞŝŶĨŽƌŵĂƚŝŽŶĐŽŶƚĂŝŶĞĚǁŝƚŚŝŶƚŚĞĂƉƉůŝĐĂƚŝŽŶ͕ƚŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚ
ǁŽƵůĚůŝŬĞůLJĐŽŵƉůLJǁŝƚŚ ĂƉƉůŝĐĂďůĞĨĞĚĞƌĂůĂŶĚƐƚĂƚĞůĂǁƐ͘ƐƚŽůŽĐĂůŽƌĚŝŶĂŶĐĞƐ
;njŽŶŝŶŐ͕ǁĂƚĞƌƉƌŽƚĞĐƚŝŽŶ͕ĞƚĐ͘Ϳ͕ŝƚŐĞŶĞƌĂůůLJĂƉƉĞĂƌƐƚŚĂƚƚŚŝƐƉƌŽũĞĐƚ͕ĂƐĚĞƚĂŝůĞĚŝŶƚŚĞ
ĂƉƉůŝĐĂƚŝŽŶ͕ĐĂŶďĞĂĐĐŽŵŵŽĚĂƚĞĚŽŶƚŚŝƐƐŝƚĞŝŶĐŽŵƉůŝĂŶĐĞǁŝƚŚĂƉƉůŝĐĂďůĞůŽĐĂů
ŽƌĚŝŶĂŶĐĞƐ͖ŚŽǁĞǀĞƌ͕ĨŝŶĂůĚĞƚĞƌŵŝŶĂƚŝŽŶƐĐĂŶŶŽƚďĞŵĂĚĞƉƌŝŽƌƚŽŚĂǀŝŶŐƚŚĞĚĞƚĂŝůƐ
ƌĞƋƵŝƌĞĚĨŽƌĨŝŶĂůƐŝƚĞƉůĂŶĂŶĚďƵŝůĚŝŶŐƉĞƌŵŝƚĂƉƉƌŽǀĂůƐ͘^ƉĞĐŝĨŝĐ͘K͘ƌĞƋƵŝƌĞŵĞŶƚƐ
ƌĞǀŝĞǁĞĚƉƌĞůŝŵŝŶĂƌŝůLJĂƚƚŚŝƐƐƚĂŐĞŝŶĐůƵĚĞŵĂƐƐŝŶŐĂŶĚƐĐĂůĞĂŶĚŐĞŶĞƌĂůƉůĂŶŶĞĚƵƐĞƐ͘
ũͿ DĂƐƐŝŶŐĂŶĚƐĐĂůĞŽĨƉƌŽũĞĐƚ
WĞƌ͘K͘^ĞĐ͘ϯϰͲϯϱϯ;ĂͿ͕ďƵŝůĚŝŶŐƐŝŶƚŚĞZͲϯDƵůƚŝĨĂŵŝůLJZĞƐŝĚĞŶƚŝĂůŝƐƚƌŝĐƚŵĂLJďĞĂ
ŵĂdžŝŵƵŵŽĨϰϱĨĞĞƚŝŶŚĞŝŐŚƚ͘dŚĞĂƉƉůŝĐĂƚŝŽŶŶĂƌƌĂƚŝǀĞ;ƚƚĂĐŚŵĞŶƚͿƐƚĂƚĞƐƌĞƐŝĚĞŶƚƐ
ƉĂƌƚŝĐŝƉĂƚŝŶŐŝŶƚŚĞŵĂƐƚĞƌƉůĂŶŶŝŶŐƉƌŽĐĞƐƐƐƚƌŽŶŐůLJĨĞůƚďƵŝůĚŝŶŐŽŶƚŚĞƐƵďũĞĐƚ
ƉƌŽƉĞƌƚLJƐŚŽƵůĚďĞƉƌŝŵĂƌŝůLJƚǁŽ;ϮͿƚŽƚŚƌĞĞ;ϯͿƐƚŽƌŝĞƐŝŶŚĞŝŐŚƚ͕ĐŽŶƐŝƐƚŝŶŐŽĨ
ƚŽǁŶŚŽƵƐĞďƵŝůĚŝŶŐƐƚLJůĞƐĂŶĚƐŵĂůůĞƌĂƉĂƌƚŵĞŶƚďƵŝůĚŝŶŐƐ͘dŚĞĂƉƉůŝĐĂƚŝŽŶƉůĂŶ
;ƚƚĂĐŚŵĞŶƚͿƐƚĂƚĞƐƚŚĞĂƉƉƌŽdžŝŵĂƚĞŵĂdžŝŵƵŵďƵŝůĚŝŶŐŚĞŝŐŚƚǁŝůůďĞϯϱĨĞĞƚ͘
dŽǁŶŚŽƵƐĞƐƚLJůĞƵŶŝƚƐĂƌĞƉƌŽƉŽƐĞĚŵŽƐƚůLJĂůŽŶŐϭƐƚ^ƚƌĞĞƚ^ĂŶĚŝŶƚĞƌŶĂůůLJƚŽƚŚĞƐŝƚĞ
ǁŚŝůĞĂƉĂƌƚŵĞŶƚďƵŝůĚŝŶŐƐĂƌĞƉůĂĐĞĚĐůŽƐĞƌƚŽWŽůůŽĐŬƐƌĂŶĐŚĂŶĚůůŝŽƚƚǀĞŶƵĞ͘dŚĞ
ďƵŝůĚŝŶŐƐŝŵŵĞĚŝĂƚĞůLJƐƵƌƌŽƵŶĚŝŶŐƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚLJĂƌĞŵŽƐƚůLJŽŶĞ;ϭͿƚŽƚǁŽ;ϮͿ
ƐƚŽƌŝĞƐŝŶŚĞŝŐŚƚ͘
^ƚĂĨĨŶĂůLJƐŝƐ͗dŚĞƉƌŽƉŽƐĞĚƉƌŝǀĂƚĞŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĨĂĐŝůŝƚŝĞƐĚŽŶŽƚŝŶĐůƵĚĞ
ƐƚƌƵĐƚƵƌĞƐŽƚŚĞƌƚŚĂŶƉůĂLJŐƌŽƵŶĚĞƋƵŝƉŵĞŶƚ͕ĂŶĚĚŽŶŽƚĐƌĞĂƚĞĂŶĂĚǀĞƌƐĞŝŵƉĂĐƚ
ƚŚƌŽƵŐŚŵĂƐƐŝŶŐŽƌƐĐĂůĞ͘ /Ŷ ĂĚĚŝƚŝŽŶ͕ƚŚĞŵĂƐƐŝŶŐĂŶĚƐĐĂůĞŽĨƚŚĞ ƌĞƐŝĚĞŶƚŝĂů
ĐŽŵƉŽŶĞŶƚŽĨƚŚĞĚĞǀĞůŽƉŵĞŶƚĂƉƉĞĂƌŚĂƌŵŽŶŝŽƵƐǁŝƚŚƚŚĞŐĞŶĞƌĂůƐĐĂůĞŽĨ
ŶĞŝŐŚďŽƌŚŽŽĚ͘
WĂŐĞϭϬŽĨϭϰ
^ĞƚďĂĐŬƐ
ƐƉĂƌƚŽĨƚŚŝƐ^hWĂƉƉůŝĐĂƚŝŽŶ͕ƚŚĞĂƉƉůŝĐĂŶƚŝƐƌĞƋƵĞƐƚŝŶŐĂƌĞĚƵĐƚŝŽŶŝŶƚŚĞƌĞƋƵŝƌĞĚ
LJĂƌĚƐĞƚďĂĐŬƐƚŽĨŝǀĞ;ϱͿĨĞĞƚ͕ƉĞƌ͘K͘^ĞĐ͘ϯϰͲϭϲϮ;ĂͿ͘dŚĞĂƉƉůŝĐĂƚŝŽŶŶĂƌƌĂƚŝǀĞ
;ƚƚĂĐŚŵĞŶƚͿƐƚĂƚĞƐƚŚŝƐǁŝůůĂůůŽǁĨŽƌďĞƚƚĞƌƵƚŝůŝnjĂƚŝŽŶŽĨƚŚĞďƵŝůĚĂďůĞĂƌĞĂŽĨƚŚĞ
ƐŝƚĞ͕ĐƌĞĂƚĞĂŵŽƌĞĐŽŵĨŽƌƚĂďůĞƐƚƌĞĞƚĨƌŽŶƚĂŐĞ͕ĂŶĚĂůůŽǁĨŽƌďĞƚƚĞƌŽƵƚĚŽŽƌĂŵĞŶŝƚLJ
ƐƉĂĐĞƐǁŝƚŚŝŶƚŚĞĚĞǀĞůŽƉŵĞŶƚ͘
WĞƌ͘K^ĞĐ͘ϯϰͲϯϱϯ;ĂͿ͕ĂϮϱĨŽŽƚĨƌŽŶƚLJĂƌĚƐĞƚďĂĐŬŝƐĐƵƌƌĞŶƚƌĞƋƵŝƌĞĚĨŽƌůůŝŽƚƚ
ǀĞŶƵĞ͕ĂϮϱĨŽŽƚƌĞĂƌLJĂƌĚƐĞƚďĂĐŬŝƐƌĞƋƵŝƌĞĚŽŶƚŚĞƐŽƵƚŚĞƌŶƐŝĚĞŽĨƚŚĞƐƵďũĞĐƚ
ƉƌŽƉĞƌƚLJ͕ĂŶĚĂƐŝĚĞLJĂƌĚƐĞƚďĂĐŬŽĨϭϳ͘ϱĨĞĞƚŝƐƌĞƋƵŝƌĞĚŽŶϭ^ƚƌĞĞƚ^ĂŶĚĂůŽŶŐ
WŽůůŽĐŬƐƌĂŶĐŚŝĨƚŚĞƉƌŽƉŽƐĞĚĚĞŶƐŝƚLJĂŶĚďƵŝůĚŝŶŐŚĞŝŐŚƚƌĞŵĂŝŶĂƐƐŚŽǁŶ͘
^ƚƌĞĞƚƐƚŚĂƚtŽƌŬWůĂŶ
dŚĞDĂLJϮϬϭϲ^ƚƌĞĞƚƐƚŚĂƚtŽƌŬWůĂŶ;ĂƉƉƌŽǀĞĚ^ĞƉƚĞŵďĞƌϮϬϭϲĂƐĂŶĂŵĞŶĚŵĞŶƚƚŽ
ƚŚĞŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶͿůĂďĞůƐůůŝŽƚƚǀĞŶƵĞĂƐĂEĞŝŐŚďŽƌŚŽŽĚƚLJƉŽůŽŐLJ͕ĂŶĚϭƐƚ
^ƚƌĞĞƚ^ĂƐĂ>ŽĐĂů^ƚƌĞĞƚƚLJƉŽůŽŐLJ͘dŚĞĨƵůůƉůĂŶĐĂŶďĞǀŝĞǁĞĚĂƚ͗
ŚƚƚƉ͗ͬͬǁǁǁ͘ĐŚĂƌůŽƚƚĞƐǀŝůůĞ͘ŽƌŐͬĚĞƉĂƌƚŵĞŶƚƐͲĂŶĚͲƐĞƌǀŝĐĞƐͬĚĞƉĂƌƚŵĞŶƚƐͲŚͲ
njͬŶĞŝŐŚďŽƌŚŽŽĚͲĚĞǀĞůŽƉŵĞŶƚͲƐĞƌǀŝĐĞƐͬƐƚƌĞĞƚƐͲƚŚĂƚͲǁŽƌŬͬƐƚƌĞĞƚƐͲƚŚĂƚͲǁŽƌŬͲƉůĂŶ
EĞŝŐŚďŽƌŚŽŽĚƐƚƌĞĞƚƐĂƌĞĐŚĂƌĂĐƚĞƌŝnjĞĚĂƐŚĂǀŝŶŐƐŝĚĞǁĂůŬƐŽŶĂƚůĞĂƐƚŽŶƐŝĚĞ͕
ĚĞĚŝĐĂƚĞĚďŝĐLJĐůĞĨĂĐŝůŝƚŝĞƐ͕ƐŽŵĞŽŶͲƐƚƌĞĞƚƉĂƌŬŝŶŐ͕ĂŶĚĂĚũĂĐĞŶƚůŽǁĂŶĚŵĞĚŝƵŵͲ
ŝŶƚĞŶƐŝƚLJƌĞƐŝĚĞŶƚŝĂůůĂŶĚƵƐĞ͘dŚĞ^ƚƌĞĞƚƐƚŚĂƚtŽƌŬWůĂŶƌĞĐŽŵŵĞŶĚƐĂŵŝŶŝŵƵŵĐůĞĂƌ
njŽŶĞǁŝĚƚŚŽĨĨŝǀĞ;ϱͿƚŽƐŝdž;ϲͿĨĞĞƚĨŽƌƐŝĚĞǁĂůŬƐ͕ǁŚŝĐŚĂƌĞ ŶŽƚĞĚĂůŽŶŐǁŝƚŚďŝĐLJĐůĞ
ĨĂĐŝůŝƚŝĞƐĂƐƚŚĞŚŝŐŚĞƐƚƉƌŝŽƌŝƚLJŝƚĞŵƐ ŝŶƚŚĞEĞŝŐŚďŽƌŚŽŽĚƚLJƉŽůŽŐLJ͘>ŽĐĂů^ƚƌĞĞƚƐĂƌĞ
ĐŚĂƌĂĐƚĞƌŝnjĞĚĂƐƚŚĞŵĂũŽƌŝƚLJŽĨƚŚĞƐƚƌĞĞƚŶĞƚǁŽƌŬĂŶĚŚĂǀĞŶŽƐƉĞĐŝĨŝĐĂƐƐŽĐŝĂƚĞĚ
ƚLJƉŽůŽŐLJĚƵĞƚŽƚŚĞǀĂƌŝĂƚŝŽŶŽĨĐŽŶƚĞdžƚĂŶĚĂǀĂŝůĂďůĞƐƉĂĐĞ͘dŚĞ^ƚƌĞĞƚƐƚŚĂƚtŽƌŬWůĂŶ
ŶŽƚĞƐĚĞƐŝŐŶĞůĞŵĞŶƚƐŽŶ>ŽĐĂů^ƚƌĞĞƚƐƐŚŽƵůĚŶŽƚĞdžĐĞĞĚƚŚĞĚŝŵĞŶƐŝŽŶƐƐƉĞĐŝĨŝĞĚĨŽƌ
EĞŝŐŚďŽƌŚŽŽĚƐƚƌĞĞƚƐ͘ŵŝŶŝŵƵŵŽĨĨŝǀĞ;ϱͿƚŽƐŝdž;ϲͿĨĞĞƚŽĨĐůĞĂƌnjŽŶĞǁŝĚƚŚĨŽƌ
ƐŝĚĞǁĂůŬƐŝƐƌĞĐŽŵŵĞŶĚĞĚĨŽƌEĞŝŐŚďŽƌŚŽŽĚƐƚƌĞĞƚƐ͘^ŝĚĞǁĂůŬƐĂŶĚŽŶͲƐƚƌĞĞƚƉĂƌŬŝŶŐ
ĂƌĞŶŽƚĞĚĂƐƚŚĞŚŝŐŚĞƐƚƉƌŝŽƌŝƚLJƐƚƌĞĞƚĞůĞŵĞŶƚƐ͘ŽƚŚEĞŝŐŚďŽƌŚŽŽĚĂŶĚƚLJƉŽůŽŐŝĞƐ
ƌĞĐŽŵŵĞŶĚ ĂƚŚƌĞĞ;ϯͿƚŽƐŝdž;ϲͿĨŽŽƚĐƵƌďƐŝĚĞďƵĨĨĞƌnjŽŶĞ͕ŶŽƚŝŶŐĂŵŝŶŝŵƵŵĨŽƵƌ;ϰͿ
ĨĞĞƚŽĨǁŝĚƚŚĨŽƌƐƚƌĞĞƚƚƌĞĞƐ͘dŚĞ^ƚƌĞĞƚƐƚŚĂƚtŽƌŬWůĂŶƌĞĐŽŵŵĞŶĚƐϮϱϬĐƵďŝĐĨĞĞƚŽĨ
ƐŽŝůǀŽůƵŵĞĨŽƌƐŵĂůůƐƚƌĞĞƚƚƌĞĞƐĂŶĚϰϬϬĐƵďŝĐĨĞĞƚĨŽƌŵĞĚŝƵŵĂŶĚůĂƌŐĞƚƌĞĞƐ;ǁŝƚŚ
ϳϬϬĐƵďŝĐĨĞĞƚƉƌĞĨĞƌƌĞĚĨŽƌůĂƌŐĞƚƌĞĞƐͿ͘
^ƚĂĨĨŶĂůLJƐŝƐ͗^ƚĂĨĨŶŽƚĞƐƚŚĞƉƌŽƉĞƌƚLJůŝŶĞĨŽƌƚŚĞƐƵďũĞĐƚŝƐĂƉƉƌŽdžŝŵĂƚĞůLJĨŝǀĞ;ϱͿĨĞĞƚ
ďĞŚŝŶĚƚŚĞĞdžŝƐƚŝŶŐƉƵďůŝĐƐŝĚĞǁĂůŬŽŶϭƐƚ^ƚƌĞĞƚ^͕ĂŶĚƚŚĞĂƉƉůŝĐĂƚŝŽŶƉůĂŶ;ƚƚĂĐŚŵĞŶƚ
ͿƉƌŽƉŽƐĞƐƌĞƐŝĚĞŶƚŝĂůƵŶŝƚƐĂůŽŶŐƚŚĞƐƚƌĞĞƚǁŝƚŚƐŝdž;ϲͿĂǀĞƌĂŐĞĨƌŽŶƚƉŽƌĐŚĞƐ͕
WĂŐĞϭϭŽĨϭϰ
ƌĞƐƵůƚŝŶŐŝŶďƵŝůĚŝŶŐĨĂĕĂĚĞƐĂƉƉƌŽdžŝŵĂƚĞůLJϭϲĨĞĞƚĨƌŽŵƚŚĞƉƵďůŝĐƐŝĚĞǁĂůŬ;ǁŝƚŚĨƌŽŶƚ
ƉŽƌĐŚĞƐĂƉƉƌŽdžŝŵĂƚĞůLJϭϬĨĞĞƚĂǁĂLJͿ͘dŚĞƉƌŽƉĞƌƚLJůŝŶĞŽŶůůŝŽƚƚǀĞŶƵĞŝƐ
ĂƉƉƌŽdžŝŵĂƚĞůLJϭϱĨĞĞƚďĞŚŝŶĚƚŚĞƉƵďůŝĐƐŝĚĞǁĂůŬ͕ĂŶĚƚŚĞƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐĨĂĕĂĚĞŝƐ
ĂƚůĞĂƐƚϭϬĨĞĞƚĨƌŽŵƚŚŝƐƉƌŽƉĞƌƚLJůŝŶĞ͘^ƚĂĨĨďĞůŝĞǀĞƐƚŚĞƐĞƐĞƚďĂĐŬƐĂƌĞĂƉƉƌŽƉƌŝĂƚĞ͕ĂƐ
ƚŚĞLJĂƌĞĐůŽƐĞĞŶŽƵŐŚƚŽĂĐƚŝǀĂƚĞƚŚĞƐƚƌĞĞƚǁŚŝůĞĚĞĞƉĞŶŽƵŐŚƚŽďĞŝŶůŝŶĞǁŝƚŚƚŚĞ
ĞdžŝƐƚŝŶŐŶĞŝŐŚďŽƌŚŽŽĚĐŚĂƌĂĐƚĞƌ͘
tŚŝůĞŶĞŝƚŚĞƌϭƐƚ^ƚƌĞĞƚ^ŶŽƌůůŝŽƚƚǀĞŶƵĞĐƵƌƌĞŶƚůLJŚĂǀĞĐƵƌďƐŝĚĞďƵĨĨĞƌnjŽŶĞƐ͕ĂƐ
ƌĞĐŽŵŵĞŶĚĞĚďLJƚŚĞ^ƚƌĞĞƚƐƚŚĂƚtŽƌŬWůĂŶ͕ƚŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚĂƐƐŚŽǁŶĚŽĞƐ
ƉƌŽǀŝĚĞĂĚĞƋƵĂƚĞƐƉĂĐĞĨŽƌƐƚƌĞĞƚƐĐĂƉĞƚƌĞĞƉůĂŶƚŝŶŐƐ͕ĂƐƌĞƋƵŝƌĞĚƉĞƌ^ĞĐƚŝŽŶϯϰͲϴϳϬ
ĂŶĚŐĞŶĞƌĂůůLJƐŚŽǁŶŝŶƚŚĞĂƉƉůŝĐĂƚŝŽŶƉůĂŶ;ƚƚĂĐŚŵĞŶƚͿ͘^ƚƌĞĞƚƐĐĂƉĞƚƌĞĞƉůĂŶƚŝŶŐƐ
ǁŝůůƉƌŽǀŝĚĞƐŚĂĚĞĂŶĚŽƚŚĞƌďĞŶĞĨŝƚƐĨŽƌƉĞĚĞƐƚƌŝĂŶƐƚƌĂǀĞůŝŶŐŽŶƚŚĞĞdžŝƐƚŝŶŐƐŝĚĞǁĂůŬƐ͘
^ƚĂĨĨĨŝŶĚƐƚŚĞƌĞĚƵĐƚŝŽŶŝŶƌĞƋƵŝƌĞĚLJĂƌĚƐĞƚďĂĐŬƐĂůůŽǁĂĚĞƋƵĂƚĞƐƉĂĐĞŽŶƐŝƚĞĨŽƌƚŚĞ
ůŽĐĂƚŝŽŶŽĨƚŚĞƉƌŝǀĂƚĞŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐ͕ƉĞƌ^ĞĐƚŝŽŶϯϰͲϭϲϮ;ĂͿ;ϮͿ͘/Ŷ
ĂĚĚŝƚŝŽŶ͕ƐƚĂĨĨĨŝŶĚƐĂƌĞĚƵĐƚŝŽŶŝŶƌĞƋƵŝƌĞĚLJĂƌĚƐĞƚďĂĐŬƐĐŽƵůĚĂůůĞǀŝĂƚĞŝŵƉĂĐƚƐƚŽ
ƌŝƚŝĐĂů^ůŽƉĞƐĨŽƵŶĚŽŶƚŚĞƐŝƚĞ;ƐĞĞƌŝƚŝĐĂů^ůŽƉĞtĂŝǀĞƌƉƉůŝĐĂƚŝŽŶĨŽƌŵŽƌĞ
ŝŶĨŽƌŵĂƚŝŽŶͿ͕ǁŚŝĐŚŵĂLJďĞĚĞƐŝƌĂďůĞƉĞƌ^ĞĐƚŝŽŶϯϰͲϭϲϮ;ĂͿ;ϮͿ͘
;ϱͿ tŚĞƚŚĞƌƚŚĞƉƌŽƉŽƐĞĚƵƐĞŽƌĚĞǀĞůŽƉŵĞŶƚǁŝůůďĞŝŶŚĂƌŵŽŶLJǁŝƚŚƚŚĞƉƵƌƉŽƐĞƐŽĨƚŚĞ
ƐƉĞĐŝĨŝĐnjŽŶŝŶŐĚŝƐƚƌŝĐƚŝŶǁŚŝĐŚŝƚǁŝůůďĞƉůĂĐĞĚ͖
/ŶϭϵϰϵƚŚĞƉƌŽƉĞƌƚLJǁĂƐnjŽŶĞĚ/ŶĚƵƐƚƌŝĂůŝƐƚƌŝĐƚ͘/ŶϭϵϱϴƚŚĞƉƌŽƉĞƌƚLJǁĂƐnjŽŶĞĚZͲϯ
DƵůƚŝƉůĞǁĞůůŝŶŐŝƐƚƌŝĐƚ͘/ŶϭϵϳϲƚŚĞƉƌŽƉĞƌƚLJǁĂƐŵĂŝŶƚĂŝŶĞĚĂƐnjŽŶĞĚZͲϯDƵůƚŝƉůĞ
ǁĞůůŝŶŐŝƐƚƌŝĐƚ͘/ŶϭϵϵϭƚŚĞƉƌŽƉĞƌƚLJǁĂƐnjŽŶĞĚZͲϯZĞƐŝĚĞŶƚŝĂůDƵůƚŝƉůĞǁĞůůŝŶŐŝƐƚƌŝĐƚ͘
/ŶϮϬϬϯƚŚĞƉƌŽƉĞƌƚLJǁĂƐnjŽŶĞĚZͲϯDƵůƚŝĨĂŵŝůLJZĞƐŝĚĞŶƚŝĂůŝƐƚƌŝĐƚ͘
dŚĞĚĞƐĐƌŝƉƚŝŽŶĨŽƌDƵůƚŝĨĂŵŝůLJZĞƐŝĚĞŶƚŝĂůŝƐƚƌŝĐƚƐƐƚĂƚĞƐƚŚĞƉƵƌƉŽƐĞŽĨƚŚĞŵƵůƚŝĨĂŵŝůLJ
ƌĞƐŝĚĞŶƚŝĂůnjŽŶŝŶŐĚŝƐƚƌŝĐƚŝƐƚŽƉƌŽǀŝĚĞĂƌĞĂƐĨŽƌŵĞĚŝƵŵͲƚŽ ŚŝŐŚͲĚĞŶƐŝƚLJƌĞƐŝĚĞŶƚŝĂů
ĚĞǀĞůŽƉŵĞŶƚ͘dŚĞďĂƐŝĐƉĞƌŵŝƚƚĞĚƵƐĞŝƐŵĞĚŝƵŵͲĚĞŶƐŝƚLJƌĞƐŝĚĞŶƚŝĂůĚĞǀĞůŽƉŵĞŶƚ͖
ŚŽǁĞǀĞƌ͕ŚŝŐŚĞƌ ĚĞŶƐŝƚLJƌĞƐŝĚĞŶƚŝĂůĚĞǀĞůŽƉŵĞŶƚŵĂLJďĞƉĞƌŵŝƚƚĞĚǁŚĞƌĞŚĂƌŵŽŶŝŽƵƐ
ǁŝƚŚƐƵƌƌŽƵŶĚŝŶŐĂƌĞĂƐ͘ĞƌƚĂŝŶĂĚĚŝƚŝŽŶĂůƵƐĞƐŵĂLJďĞƉĞƌŵŝƚƚĞĚ͕ŝŶĐĂƐĞƐǁŚĞƌĞƚŚĞ
ĐŚĂƌĂĐƚĞƌ ŽĨƚŚĞĚŝƐƚƌŝĐƚǁŝůůŶŽƚďĞĂůƚĞƌĞĚďLJůĞǀĞůƐŽĨƚƌĂĨĨŝĐ͕ƉĂƌŬŝŶŐ͕ůŝŐŚƚŝŶŐ͕ŶŽŝƐĞ͕Žƌ
ŽƚŚĞƌ ŝŵƉĂĐƚƐĂƐƐŽĐŝĂƚĞĚǁŝƚŚƐƵĐŚƵƐĞƐ͘ ;͘K͘^ĞĐ͘ϯϰͲϯϱϬ;ĐͿͿ͘dŚĞZͲϯŝƐƚƌŝĐƚŝƐĨƵƌƚŚĞƌ
ĚĞƐĐƌŝďĞĚĂƐ ĐŽŶƐŝƐƚŝŶŐŽĨŵĞĚŝƵŵͲĚĞŶƐŝƚLJƌĞƐŝĚĞŶƚŝĂůĂƌĞĂƐŝŶǁŚŝĐŚŵĞĚŝƵŵͲĚĞŶƐŝƚLJ
ƌĞƐŝĚĞŶƚŝĂůĚĞǀĞůŽƉŵĞŶƚƐ͕ŝŶĐůƵĚŝŶŐŵƵůƚŝĨĂŵŝůLJƵƐĞƐ͕ĂƌĞĞŶĐŽƵƌĂŐĞĚ;͘K͘^ĞĐ͘ϯϰͲ
ϯϱϬ;ĐͿ;ϭͿͿ͘
WĂŐĞϭϮŽĨϭϰ
^ƚĂĨĨŶĂůLJƐŝƐ͗^ƚĂĨĨďĞůŝĞǀĞƐƚŚĞƉƌŝǀĂƚĞŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĨĂĐŝůŝƚŝĞƐĂƌĞĂƉƉƌŽƉƌŝĂƚĞ
ĂĚĚŝƚŝŽŶĂůƵƐĞƐǁŚĞƌĞƚŚĞĐŚĂƌĂĐƚĞƌŽĨƚŚĞĚŝƐƚƌŝĐƚǁŝůůŶŽƚďĞĂůƚĞƌĞĚďLJůĞǀĞůƐŽĨƚƌĂĨĨŝĐ͕
ƉĂƌŬŝŶŐ͕ůŝŐŚƚŝŶŐ͕ŶŽŝƐĞ͕ŽƌŽƚŚĞƌŝŵƉĂĐƚƐ͘
;ϲͿ tŚĞƚŚĞƌƚŚĞƉƌŽƉŽƐĞĚƵƐĞŽƌĚĞǀĞůŽƉŵĞŶƚǁŝůůŵĞĞƚĂƉƉůŝĐĂďůĞŐĞŶĞƌĂůĂŶĚƐƉĞĐŝĨŝĐ
ƐƚĂŶĚĂƌĚƐƐĞƚĨŽƌƚŚǁŝƚŚŝŶƚŚĞnjŽŶŝŶŐŽƌĚŝŶĂŶĐĞ͕ƐƵďĚŝǀŝƐŝŽŶƌĞŐƵůĂƚŝŽŶƐ͕ŽƌŽƚŚĞƌĐŝƚLJ
ŽƌĚŝŶĂŶĐĞƐŽƌƌĞŐƵůĂƚŝŽŶƐ͖ĂŶĚ
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SOUTH FIRST STREET, PHASE 2
SPECIAL USE PERMIT APPLICATION NARRATIVE
October 15, 2019
Special Use Permit Requests:
Private outdoor recreational facilities including: parks, playgrounds, ball fields and ball courts, and
picnic shelters.
Pursuant to Sec. 34-162, we request a reduction to yard requirements as follows: Minimum setback
of 5 feet along all yards/property lines.
Comprehensive Plan Land Use Map Designation: Zoning:
High Density Residential R-3
Sec. 34-157. - General standards for issuance.
In considering an application for a special use permit, the city council shall consider the following
factors:
(1) Whether the proposed use or development will be harmonious with existing patterns of use
and development within the neighborhood;
The proposed development of South First Street, Phase 2, fully complies with height and density
allowances within the by-right R-3 zoning regulations. On site public housing residents have
worked for months with our team to design their own community, including a variety of housing
types, outdoor recreational space and a community center at the heart of the development. This
Special Use Permit request is for private outdoor recreational facilities including: parks,
playgrounds, ball fields and ball courts, and picnic shelters. These spaces are included throughout
the site, allowing all residents access to outdoor recreation spaces. Also, many outdoor amenities,
including the basketball court, are sited within close proximity to the community center, in the
center of the development. This development also contemplates the Charlottesville
Redevelopment and Housing Authority Offices remaining onsite as the property management
entity. CRHA Offices will either locate along Elliott Avenue or within the Community Center.
1
As shown on the zoning map on page one, the surrounding neighborhood includes primarily R-1S
and R-2 zoning. This property will include a variety of housing types, creating a harmonious
transition towards Elliott Avenue and IX Art Park, which will likely increase in density in the future
(DE Zoning).
South First Street, Phase 1 + 2, Conceptual Master Plan
(2) Whether the proposed use or development and associated public facilities will substantially
conform to the city's comprehensive plan;
The Comprehensive Plan Land Use Designation for this property is High Density Residential.
This designation contemplates for residential densities that are greater than 15 dwelling units per
acre. The proposed development has a residential density of approximately 15 dwelling units per
acre, while providing a variety of affordable housing options. The proposed parks, playgrounds
and basketball courts provide a benefit to the residents and the City, in that these amenities
reduce the burden on City public parks.
(3) Whether proposed use or development of any buildings or structures will comply with all
applicable building code regulations;
All buildings and structures will apply with the applicable building code regulations.
(4) Whether the proposed use or development will have any potentially adverse impacts on the
surrounding neighborhood, or the community in general; and if so, whether there are any
reasonable conditions of approval that would satisfactorily mitigate such impacts. Potential
adverse impacts to be considered include, but are not necessarily limited to, the following:
a. Traffic or parking congestion;
A traffic study for this development was reviewed and approved by the City Traffic Engineer during
the South First Street, Phase 1 approvals. Carl Hultgren of Ramey Kemp, the author of the
2
original traffic study, has provided written confirmation that the approved study fully covers the
requested improvements and development in Phase 2 of South First Street. No adverse impacts
are anticipated. According to the approved traffic study, no improvements are warranted or
recommended at this intersection at build out of the proposed redevelopment.
b. Noise, lights, dust, odor, fumes, vibration, and other factors which adversely affect the
natural environment;
The existing South First Street development includes parks, playgrounds, ball fields and ball
courts. No additional impact is anticipated, and all lighting will comply with the City’s lighting
ordinance regulations including full cut-off lighting and no impact to adjacent residential
properties.
c. Displacement of existing residents or businesses;
The site work and construction of the South First Street development is being completed in
multiple phases, such that there should be no external displacement of existing residents. The
site construction may, in some cases, involve temporary relocation, either on or off-site, but this
will only be minimal. The primary purpose of the South First Street development is to create new
and modern affordable housing options that are available to public housing residents while
increasing the overall supply of affordable housing within the City of Charlottesville.
d. Discouragement of economic development activities that may provide desirable
employment or enlarge the tax base;
Throughout the redevelopment and renovation of CRHA’s public housing properties, CRHA will
be developing a strong Section 3 program to ensure public housing residents have access to job
and business development opportunities related to the construction and management of these
properties. Free training courses for advertised positions will be offered through the City’s Go
Program.
e. Undue density of population or intensity of use in relation to the community facilities
existing or available;
The proposed development is consistent with both the R-3 zoning of the property and the
Comprehensive Plan Land Use Designation of High Density Residential. Given the 58 units on
site now, the population density will double for Phase 2 portion of the South First Street, thus
aligning with the Comprehensive Plan’s vision for this area. As a reminder, additional density is
not part of this Special Use Permit request.
f. Reduction in the availability of affordable housing in the neighborhood;
The primary goal of the South First Street development (Phase 1 and 2), is to increase the
availability of affordable housing units in Charlottesville. Through this development, affordable
housing will be substantially increased while maintaining a community design that is in keeping
with the surrounding neighborhood.
g. Impact on school population and facilities;
3
By providing family-friendly affordable housing options at South First Street, this development will
likely increase the number of school aged children within this school district. Again, density is not
the subject of this Special Use Permit request, however CRHA will work closely with the
Superintendent of Schools to ensure that they are fully aware of the project and can plan ahead
for when these units become available to families.
h. Destruction of or encroachment upon conservation or historic districts;
No impact.
i. Conformity with federal, state and local laws, as demonstrated and certified by the
applicant; and,
South First Street, Phase 2, will conform with all federal, state and local laws.
j. Massing and scale of project.
An extensive resident engagement process has been underway since early summer, through
which we created the master plan for South First Street. The resident-led master planning
process and plan is the guiding document for the site plan exhibit of this Special Use Permit.
Residents felt strongly that Phase 2 buildings would primarily be 2-3 stories tall, consisting of
townhouses and smaller apartment buildings. The full documentation of the master planning
process can be found by following this link:
https://www.dropbox.com/sh/08quq5ex1o2blrw/AAABgxEPRJCxtlLTpX_dDUjwa?dl=0
Smaller buildings are consistent with the surrounding neighborhood and allow for ample access
to outdoor recreation spaces that are throughout the development.
Conceptual Project Massing from South First Street, Phase 2 Master Planning Process
4
(5) Whether the proposed use or development will be in harmony with the purposes of the
specific zoning district in which it will be placed;
The proposed development is harmonious with the intent of the R-3 zoning district, which
contemplates medium density, residential developments with a by-right density of up to 21
dwelling units per acre.
(6) Whether the proposed use or development will meet applicable general and specific
standards set forth within the zoning ordinance, subdivision regulations, or other city ordinances
or regulations; and
The proposed development will comply with all applicable regulations.
(7) When the property that is the subject of the application for a special use permit is within a
design control district, city council shall refer the application to the BAR or ERB, as may be
applicable, for recommendations as to whether the proposed use will have an adverse impact on
the district, and for recommendations as to reasonable conditions which, if imposed, that would
mitigate any such impacts. The BAR or ERB, as applicable, shall return a written report of its
recommendations to the city council.
The property is not within a design control district.
Information and data identifying how many, if any, existing dwelling units on the development site
meet the city's definition of an "affordable dwelling unit" and whether any such existing units, or
equivalent affordable units, will remain following the development;
The existing property consists of 58 affordable dwelling units. All 58 units will be replaced with
new affordable housing as a part of this development, and affordable housing options will be
greatly expanded at this site.
Neighborhood Characteristics, as developed by the residents of South First Street
5
Sec. 34-162. - Exceptions and modifications as conditions of permit.
(a) In reviewing an application for a special use permit, the city council may expand, modify,
reduce or otherwise grant exceptions to yard regulations, standards for higher density,
parking standards, and time limitations, provided:
In this Special Use Permit Request, we are requesting a reduction to the yard regulations.
Specifically, we ask that all yard requirements be reduced to a minimum 5-foot setback from the
property lines.
(1) Such modification or exception will be in harmony with the purposes and intent of this
division, the zoning district regulations under which such special use permit is being
sought; and
The requested modification is in keeping with the intent of the Zoning Ordinance and
Comprehensive Plan, which contemplate higher densities at this location, while also being
respectful and harmonious with the surrounding residential neighborhood.
(2) Such modification or exception is necessary or desirable in view of the particular nature,
circumstances, location or situation of the proposed use; and
Smaller yard setbacks will allow for better utilization of the buildable area of this site to create a
significant amount of new affordable housing stock for Charlottesville. Smaller setbacks also
create a more comfortable street frontage and allow for better outdoor amenity spaces within the
development. By moving buildings closer to the street frontage, we are able to have less impact
on critical slopes while providing an ample number of affordable housing units.
The resident master planning team has been meeting weekly since the beginning of summer to design their
community.
6
October 18, 2019
Dear Neighbor,
On behalf of Charlottesville Redevelopment and Housing Authority and the residents of South First
Street, please join us for a community meeting to discuss a proposed Special Use Permit at 900 South
First Street. This property, which currently includes 58 residential units, a community center and
outdoor recreation space, will be redeveloped in multiple phases (as conceptually depicted below).
Phase 1 of the property, 62 apartment units and a community center, will be under construction starting
the first quarter of 2020.
South First Street, Phase 1 + 2, Conceptual Master Plan
In Phase 2, the residents of South First Street and CRHA propose a variety of townhouse units, small
apartment buildings, a community center and retaining CRHA offices on site. The Special Use Permit
under review for Phase 2 is a requirement for private outdoor recreational facilities including: parks,
playgrounds, ball fields and ball courts, and picnic shelters.
The applicant and planning staff from Neighborhood Development Services will be available at the
community meeting to present the project details and answer questions regarding the proposal.
COMMUNITY MEETING DETAILS
DATE: November 7, 2019
TIME: 6:30pm-8pm
LOCATION: South First Street Community Center (1000 South First Street)
APPLICANT CONTACT: Ashley Davies, Riverbend Development
ashley@riverbenddev.com
434-245-4971
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City of Charlottesville
Department of Neighborhood Development Services
Staff Report
CITY COUNCIL AND PLANNING COMMISSION
JOINT PUBLIC HEARING
DATE OF HEARING: December 10, 2019
RE: FONTAINE AVENUE STREETSCAPE PROJECT
Project Manager: Kyle Kling
Date of Staff Report: December 10, 2019
Action Required: Pursuant to Virginia Code section 15.2-2232, the Planning
Commission will review the proposed Fontaine Avenue Streetscape
concept, located on Fontaine Avenue from the City limit to
Jefferson Park Avenue in the City of Charlottesville, to determine if
the general character, approximate location and extent of the
proposed improvements are substantially in accord with the City’s
adopted Comprehensive Plan or part thereof.
Background:
Fontaine Avenue serves as a mixed use residential/commercial Gateway corridor into the City of
Charlottesville, the University of Virginia, and the UVA Hospital. This Project includes a
comprehensive revitalization and a corridor improvement program for Fontaine Avenue from the
City Limit (near Stribling Avenue) to the intersection of Fontaine Avenue with Maury Avenue and
Jefferson Park Avenue. The corridor has been selected to receive funding for improvements
described herein through the VDOT Smartscale process. Key components in the scope of work for
the project include:
x Enhanced gateway corridor into the City of Charlottesville
x Improved pedestrian access, including wider sidewalks
x Improved crosswalks at key intersections
x Improved bicycle facilities with the addition of bicycle lanes
x Incorporation of landscaping and street trees
x Implementation of green infrastructure for stormwater treatment
x Improved access to existing transit facilities
x Installation of energy efficient pedestrian lighting
City Staff established the scope and design parameters of this project as part of the Smartscale
application that was submitted to VDOT and was awarded the funding based on the scope and
1
potential value that this project has for the corridor and the community. The scope and elements
of the project were established by staff utilizing a variety of initiatives within the City of
Charlottesville that are focused on enhancing the vibrancy and quality of life, including the City
of Charlottesville Comprehensive Plan, the Bicycle and Pedestrian Master Plan, and Streets That
Work. With a firm grasp of background information, the project team has begun the concept
design and the public involvement process to ensure agreement with the project’s purpose and
need during development of a conceptual design for the corridor.
Community Engagement:
To help guide the project, the City appointed a project Steering Committee. The process also
involves coordination with the following City Council appointed stakeholder groups:
x PLACE Design Task Force
x Planning Commission
The City of Charlottesville and project design team have provided multiple opportunities for the
public to provide input into the plan development process. These include:
x A project website
x An on-line survey
x Two Public Workshops
x Four Steering Committee Meetings
x Two meetings with the PLACE Design Task Force
x Planning Commission Work Session
Each of the above meetings have been open to the public and all information is recorded and can
be found at www.fontainestreetscape.com, however a summary of each event is below:
Project Website:
The Project website (www.fontainestreetscape.com) contains information that has been
presented to date as part of the process. Information presented includes:
x Project background
x Project schedule
x A “Public Events” page that provides the presentations from Public Open Houses,
Steering Committee, Planning Commission, and PLACE, as well as feedback received
x A contact form
x A “resources” page with links to studies and guidelines
Between September 2018 and November 25, 2019, the project website has logged over 67,748-
page views, and approximately 9,285 users.
2
Community Event 1: Public Open House, January 31, 2019
The first Public Workshop was held on January 31st at the Virginia Department of Forestry from
5:30 PM to 7:30 PM. The event was set up as an interactive workshop designed to provide
information and gather input on the Fontaine Streetscape project. Presentation boards were set
up around the room to display key project information, as well as options on various design
elements for public input. A board enabled participants to identify areas of concern along the
corridor, along with suggestions on improvements. A comment form was also distributed
gathering information on how people use the corridor, their needs, and how to prioritize future
conditions.
The comment form was available on the project website, www.fontainestreetscape.com, from
January 31, 2019 to February 15, 2019 to enable people unable to make the meeting to
participate. Mail in comments were also received by the City. The following feedback as
summarized from the meeting:
Problematic Existing Conditions:
- Want safe pedestrian connection at Piedmont/ Appletree/ Mimosa
- Add/ widen sidewalks is desired
- Site distances onto Fontaine are currently poor
- More green space/ trees and/ or maintain existing tree canopy
- Safety for bicycles is needed
Current Conditions in the Neighborhood:
- Biking is dangerous
- On street parking is not a neighborhood benefit (Primarily used by UVA)
- Site distances onto the street
Design Development Recommendations:
- Want safe pedestrian connection at Piedmont/ Appletree/ Mimosa
- Avoid reducing existing front lawns; Maintain existing Right-of-Way
- Include streetlighting
- Follow Streets that Work guidelines
- Include protected bike lanes
- Consider how to best utilize the paper alleys (parking or access)
- Preserve trees and include green infrastructure
Additional Information to Include at Future Meetings:
- Coordinate with the County to include Fontaine Research Park and the Route 29 ramps
- Is UVA contributing to the solution?
- Will Environmental Assessments be completed?
- Production of sections, noting that multiple sections for the street might be required
3
The full summary document from the meeting can be found on the project website.
Community Event 2: Public Open House, April 18, 2019
The project team held a Public Open House on April 18, 2019, at the Fire Station located on
Fontaine Avenue from 5:30 PM to 7:00 PM. This meeting content reviewed the feedback from
the first Public Open House, and presented initial cross sections for comment. The common
feedback from the comment form and meeting feedback for this meeting was that users wanted
to see trees and green infrastructure, as well as safer/wider sidewalks. Placing a priority on
maintaining existing property features and making parking more efficient was also frequently
mentioned.
4
The comment form was available between April 18, 2019 and May 3, 2019 and produced
feedback demonstrating the following:
A full summary sheet of the feedback received can be found on the project website,
www.fontainestreetscape.com.
Steering Committee and Stakeholder Meetings
Throughout the process, the design team collaborated with the Steering Committee and various
other boards, committees and agencies to receive input and feedback during the design process.
Steering committee meetings were open to the public. Meetings with groups took place on the
following dates:
x Steering Committee
o November 15, 2018
o February 28, 2019
o March 25, 2019
o September 17, 2019
x PLACE:
o March 14, 2019
o July 18, 2019
x Planning Commission (Work Session):
o July 23, 2019
Meeting agendas and summaries can be found under the “Public Events” tab on the project website
www.fontainestreetscape.com. Additionally, a Technical Committee was formed which is
comprised of representatives from appropriate City departments. The Technical Committee held
meetings on the project on February 25, 2019, and June 21, 2019. The Technical Committee
5
members validated information provided from the public, and ensured it was technical feasible in
accordance with City standards.
Standard of Review
Pursuant to Virginia Code section 15.2-2232, the Planning Commission will review the proposed
Fontaine Avenue Streetscape concept, located on Fontaine Avenue between the City limit and
Jefferson Park Avenue in the City of Charlottesville, to determine if the general character and
extent of the proposed improvements are substantially in accord with the City’s adopted
Comprehensive Plan or part thereof. The Planning Commission shall communicate its findings to
the Charlottesville City Council, with written reasons for its approval or disapproval.
Comprehensive Plan Alignment:
The following denotes alignment with the City of Charlottesville adopted 2013 Comprehensive
Plan.
Economic Development
• Goal 1 - Sense of Place
f 1.1: Examine opportunities in the following areas: Downtown to Elliott
between Avon and Ridge; Woolen Mills; West Main/Ridge McIntire;
Cherry/Roosevelt Brown; Fontaine Neighborhood Commercial; Rose Hill;
Preston Avenue; McIntire/Harris/Allied; River Road; Emmet Street North
of the 250 bypass; High Street/Martha Jefferson; and Fifth Street Extended.
Develop a sense of place entering Charlottesville
• Goal 2 - Mixed Use
f 2.1: When considering changes to land use regulations, respect nearby
residential areas.
Including residential feedback and ensuring character of
neighborhood remains
f 2.3: Enhance pedestrian connections between residences, commercial
centers, public facilities, amenities and green spaces.
Enhances pedestrian connectivity throughout the corridor
• Goal 4 - Regional Cooperation
f 4.1: Coordinate with Albemarle County and other regional stakeholders to
create a link between the City’s pedestrian infrastructure and Monticello.
Albemarle County and UVA have been active on the Steering
Committee
f 4.3: Coordinate with the University of Virginia to take advantage of
opportunities that arise from any potential future expansion of the
University and in particular the University Health System.
UVA has been active on the Steering Committee
Community Facilities
• Goal 1 - Fire Department
f 1.1: Maintain the response time standard of within 6 minutes for 80% of the
6
service calls in the City. Take measures to maintain this standard when
increased traffic results from growth, tourism, special events and
entertainment venues.
Team has been working with the Fire Chief to ensure project does
not reduce response time
• Goal 2 - Emergency Rescue Services
f 2.2: Develop a strategy to address the issue of City‐wide and County
accessibility so that a quick response time can be maintained.
Team has been working with the Fire Chief to ensure project does
not reduce response time
• Goal 5 – Water Infrastructure
f 5.1: Maintain, repair and replace water lines where necessary.
Project will minimize impacts to waterlines and replace as necessary
• Goal 7 - Parks and Recreation (Use)
f 9.5: Enhance multimodal access to parks.
Provides access to existing trails and bicycle facilities
• Goal 11 - Parks and Recreation (Trails)
f 11.1: Fully Implement the Bicycle, Pedestrian, and Greenway Plan that has
been approved by City Council.
Provides access to existing trails and bicycle facilities
Economic Sustainability
• Goal 2 - Sustaining Business
f Improve access to local businesses
Environment
• Goal 2 - Urban Landscape & Habitat Enhancement
f 2.2: Expand and protect the overall tree canopy of the City and increase the
canopy of neighborhoods in an effort to achieve American Forest canopy
recommendations (urban: 25%, suburban: 50% and center business zones:
15%).
Adding canopy trees in landscape buffers to support the overall City
tree canopy
• Goal 4 - Water Resources Protection
f 4.5: Reduce and/or eliminate stormwater runoff impacts from sites that lack
adequate stormwater treatment by incentivizing reductions in overall
imperviousness (i.e., effective imperviousness) and encouraging retrofits on
developed properties to address stormwater management.
Implementation of green infrastructure practices for stormwater
management
Transportation
• Goal 1 - Complete Streets
f 1.2: Provide convenient and safe pedestrian connections within 1/4 miles of
all commercial and employment centers, transit routes, schools and parks.
Pedestrian crossing methods are to be added at strategic placement
throughout the corridor
f 1.3: Provide design features on roadways, such as street trees within buffers,
street furniture and sidewalk widths that improve the safety and comfort
7
level of all users and contribute to the City’s environmental goals.
Sidewalk widths will be increased, and street trees are to be placed
within landscape buffers
f 1.4: Explore and implement safe, convenient and visually attractive
crossing alternatives to enable pedestrians and bicyclists to cross major
thoroughfares.
Pedestrian crossing methods are to be added at strategic placement
throughout the corridor
f 1.5: Continue to include bicycle and pedestrian accommodations in
conjunction with the planning and design of all major road projects, all new
development and road paving projects.
Bicycle lanes and wider sidewalks are anticipated, along with
enhanced roadway crossings
f 1.6: Consistently apply ADA standards to facility design and ensure that
accessible curb ramps exist at all pedestrian crossings where conditions
allow.
Consistent application of ADA standards
f 1.9: Seek to expand and anticipate traffic calming where applicable
throughout the City in collaboration with neighborhood residents and as part
of the development process.
Placement of street trees and bicycle lanes are anticipated to aid in
traffic calming throughout the corridor
• Goal 2 - Land Use & Community Design
f 2.1: Provide convenient and safe bicycle and pedestrian connections
between new and existing residential developments, employment areas and
other activity centers to promote the option of walking and biking.
Project designed with new bicycle lanes and wider sidewalks, with
enhanced roadway crossings
• Goal 7 – Regional Transportation
f 7.1: Actively work with VDOT, TJPDC, Albemarle County and the
University of Virginia to develop a regional transportation network
surrounding the City.
Representatives from VDOT, Albemarle County, and the University
of Virginia Parking and Transportation are all active on the project
Steering Committee
• Goal 9 - Infrastructure Funding
f 9.3: Coordinate the funding and development of transportation facilities
with regional transportation and land use plans and with planned public and
private investments.
Project is fully funded through SmartScale (HB2)
Historic Preservation & Urban Design
• Goal 1 – Urban Design
f 1.2: Promote Charlottesville’s diverse architectural and cultural heritage by
recognizing, respecting, and enhancing the distinct characteristics of each
neighborhood.
Recognizes and respects the distinct characteristics of the adjacent
8
neighborhoods
f 1.4: Develop pedestrian‐friendly environments in Charlottesville that
connect neighborhoods to community facilities, to commercial areas and
employment centers, and that connect neighborhoods to each other, to
promote a healthier community.
Enhanced sidewalks and bicycle lanes promote connectivity from
neighborhoods to businesses and the University of Virginia
• Goal 4 - Resource Inventory
f 4.2: Continue to identify and survey additional significant individual
properties located outside historic districts. In addition to historic buildings,
consider significant buildings from the recent past (less than 50 years old),
structures such as sculptures, landscapes such as public spaces and
cemeteries, and archaeological sites.
Identified cultural and historic resources prior to the development of
concepts
• Goal 7 - Comprehensive Approach
f 7.4: Evaluate zoning map districts and amendments to the zoning map,
including PUD’s, for their consistency with preservation goals, and impacts
on the historic character of City neighborhoods. Provide property owners
with information on historic rehabilitations, financial incentives and
context‐sensitive design.
Consulted zoning maps to ensure compliance with goals and
impacts
f 7.8: Coordinate with the Public Works and Parks Departments regarding
maintenance and construction that would affect historic features of the
City’s neighborhoods. Where possible, maintain and repair granite curbs,
retaining walls, distinctive paving patterns and other features instead of
replacing them.
Coordination underway with Public Works and Parks Departments
f 7.11: Encourage retaining and replenishing shade trees, particularly large
trees where possible, in all neighborhoods as we strive to make the City
more walkable.
Shade trees planned for landscape buffers along central part of
corridor
• Goal 8 - Entrance Corridors
f 8.1: Emphasize placemaking elements and examine opportunities to create
destinations.
Emphasizing placemaking to create a sense of place and character
with landscaping
f 8.4: Use street trees, landscaping, and pedestrian routes to provide shade,
enclosure, and accessibility in streetscapes.
Shade trees planned for landscape buffers along central part of
corridor
f 8.7: When appropriate, coordinate the City’s Entrance Corridor Design
Guidelines with Albemarle County’s Design Guidelines. Encourage
continuity of land use, design, and pedestrian orientation between
9
contiguous corridors in the City and County.
Guidelines referenced to promote continuity of land use, design, and
pedestrian orientation
Suggested Motions for Amendment of Comprehensive Plan Text and Map
1. I move that the proposed Fontaine Avenue Streetscape Project concept’s, located on Fontaine
Avenue between the City limit and Jefferson Park Avenue in the City of Charlottesville, general
character, location and extent of the proposed improvements are substantially in accord with the
City’s adopted 2013 Comprehensive Plan or part thereof.
2. I move to deny that the proposed Fontaine Avenue Streetscape Project concept’s, located on
Fontaine Avenue between the City limit Hunt Drive and Jefferson Park Avenue in the City of
Charlottesville, general character, location and extent of the proposed improvements are
substantially in accord with the City’s adopted Comprehensive Plan or part thereof for the
following reasons:
Attachments
Resolution
10
RESOLUTION
OF THE CHARLOTTESVILLE PLANNING COMMISSION
RECOMMENDING THE FONTAINE AVENUE STREETSCAPE
PROJECT IS IN CONFORMANCE WITH THE CITY’S
COMPREHENSIVE PLAN
Whereas, this Planning Commission and City Council jointly held a public
hearing on the proposed Fontaine Avenue Streetscape Project concept, after
notice given as required by law, NOW THEREFORE,
BE IT RESOLVED that this Planning Commission confirms that the
general character, location and extent of the proposed improvements are
substantially in accord with the City’s adopted Comprehensive Plan or part
thereof.
Adopted by the Charlottesville Planning Commission, the 10th day of
December 2019.
Attest: _________________________
Secretary, Charlottesville Planning Commission
11
Fontaine Avenue
Streetscape Improvements
City of Charlottesville Planning Commission
December 10, 2019
In Conjunction
With
Agenda
Project Overview / Background
Schedule and Process
Overview of Public Outreach
Conceptual Design
Review of Comprehensive Plan Consistency
2
Project Overview / Background
Project Area
Project Area as defined by the project SMARTSCALE application
Project Budget
PE (Survey, Environmental, Design)= $1,200,000
RW (Right of Way and Easement
Acquisition, Utility Relocation = $3,700,000
CN (Construction, Oversight,
Inspection, Contingencies) = $6,800,000
TOTAL PROPOSED PROJECT FUNDING = $11,700,000
Project Is Fully Funded Through Smartscale (HB2)
Evolution
Previous Fontaine Ave Study in 2005
What Remains the Same
• Context sensitive design for Fontaine
Avenue
• Transit, pedestrian-friendly, neighborhood
orientation
• Improving the “quality of life” and
multimodal opportunities
What is Different
• State of the practice/New techniques
• Charlottesville Transit Study – 2013
• Bicycle and Pedestrian Master Plan – 2015
• Streets That Work Plan – 2016
Draft Design Principles
Based on the Charlottesville’s Bike/Ped Plan, Streets That Work Plan,
and the VDOT Smart Scale Application
Create a Complete Street
• Improve pedestrian, bicycle and transit facilities
• Accommodate the needs of all travel modes
Increase Safety and Comfort for Pedestrians and Bicyclists
• Provide a buffer between roadway and facilities
• Where feasible, provide physical separation for facilities
Beautify the Corridor as a Gateway
• Provide landscaping and hardscape materials that provide shade,
comfort, safety, and increases the attractiveness of the gateway
Fontaine Avenue Streetscape Improvements
Regional and local benefits:
• Increase opportunities for
walking, bicycling, and the use of
transit
• Connect to proposed bicycle and
pedestrian facilities to Fontaine
Research Park and beyond
• Improve access to:
f US-29
f UVA
f University Health System
Schedule and Process
Initial Project Schedule
CONCEPTUAL DEVELOPMENT
Fall 2018 •Data Collection
•Traffic Analysis
Spring 2019 •Alternative Concepts
PRELIMINARY DESIGN
Spring 2019 •Refine Concepts
•Prepare 30% Plans
Fall 2019 •Agency Review
DESIGN DEVELOPMENT
Fall 2019 •Prepare 60% Plans
Winter 2020 •Incorporate Feedback
RIGHT OF WAY AND UTILITIES
Winter 2019
•Request Right of Way Authorization
Winter •Utility Relocations
•Easements
2020
FINAL DESIGN
•Prepare 100% Plans
Winter 2020 •Coordinate Bid Package
Fall 2021 •Final Agency Review
•Request Authorization for Construction
ADVERTISEMENT AND BIDDING
•Advertise for Contractor
Fall 2021 •Complete Bidding Process
•Prepare Contract
•Award Contract
CONSTRUCTION PHASE
Winter 2021
Meeting Updates
11/15/18 - Steering Committee Meeting #1
1/31/19 - Public Information Meeting #1
2/25/19 – Technical Committee Meeting #1
2/28/19 - Steering Committee Meeting #2
3/14/19 - PLACE Task Force Meeting #1
3/25/19 - Steering Committee Meeting #3
4/18/19 - Public Open House #2
6/21/19 – Technical Committee Meeting #2
7/11/19 – PLACE Task Force Meeting #2
7/23/19 – Planning Commission Work Session
9/17/19 – Steering Committee #4
12/10/19 – Planning Commission
Overview of Public Outreach
Steering Committee #1 – Key Findings
Goals:
• Safety for all users alleviate congestion
• Create a sense of place Opportunities
Concerns:
• Right of way and site limitations
• Gap between City Limit and Research Park
Opportunities:
• Improve access management
Concerns Goals
• Stormwater management
• Beautification / gateway to Charlottesville
General:
• On-street parking not a priority
• Need to account for trash / deliveries
Public Outreach
Held 2 Public Meetings
To Encourage Participation,
Completed the Following
Outreach:
• Flyers to businesses along
Fontaine Avenue
• Flyers to UVA Housing
• UVA bus advertisements
• Message board in front of Fire
Station (PCMS)
• Direct mailings / E-mail
• Social media
Public Information Meeting #1 - Key Findings
Common Feedback:
• Safe pedestrian crossings at side
streets
• Add / widen sidewalks
• Provide more green space
• Preserve trees
• Safe routes for bicycles
Public Open House #1 - Responses
Importance of Future Conditions
Sidewalk / Crosswalk
Bike Lanes
Vehicle Speeds
Reduce Traffic Congestion
Bus Stops
Sense of Place
Trail Connnections
Additional Parking
Least Important Most Important
Steering Committee #2 – Streetscape Layout
Key Feedback:
• On-street parking is not a priority (Steering Committee consensus)
• Focused on a typical section with dedicated bicycle lanes, preferably with a buffer, a
landscape buffer strip and a sidewalk (minimum of 6’)
• A 4’ landscape buffer is not sufficient for most street trees
Public Open House #2 - Responses
Compiled Importance
Bike Lanes
Emergency Vehicle Access
Wider Sidewalks
Transit Drop Off / Pick Up
Landscaped Buffer Between Curb
Bike Lanes with Buffers
Dedicated Turn Lanes
On-Street Parking
Least Important Most Important
Conceptual Design
Typical Sections: City Limit to Summit Street
Typical Sections: Summit Street to Lewis Street
Typical Sections: Lewis Street to Jefferson Park Avenue
Mimosa/Summit
Mimosa/Summit: Curbside and Median Refuge and RRFB
Piedmont Avenue
Piedmont Avenue: Curbside Refuge and RRFB
Lewis Street
Lewis Street: Island Refuge and RRFB, with Median
Review of Comprehensive Plan
Consistency
Comprehensive Plan Consistency
Based on the City of Charlottesville’s 2013 Comprehensive Plan
Economic Development
• Sense of Place
f Develop a sense of place entering Charlottesville
• Mixed Use
f Enhances pedestrian connectivity throughout the corridor
• Regional Cooperation
f Albemarle County and UVA have been active on the Steering Committee
Community Facilities
• Fire Department / Emergency Rescue Services
f Team has been working with the Fire Chief
• Utility Infrastructure
f Will maintain existing services to the neighborhood and businesses
• Parks and Recreation (Use and Trails)
f Provide access to existing trails and bicycle facilities
Comprehensive Plan Consistency
Based on the City of Charlottesville’s 2013 Comprehensive Plan
Economic Sustainability
• Sustaining Business
f Improve access to local businesses
Environment
• Urban Landscape & Healthy Habitat / Water Resources Protection
f Implement green infrastructure practices for stormwater management
Transportation
• Complete Streets
f Bicycle lanes and enhanced sidewalks incorporated into the corridor
f Street trees in landscape buffers
f Safe, convenient crossing alternatives
f Consistent application of ADA standards
• Land Use & Community Design
f Design to promote walking and bicycling
Comprehensive Plan Consistency
Based on the City of Charlottesville’s 2013 Comprehensive Plan
Transportation (Continued)
• Regional Transportation
f VDOT, Albemarle County, and UVA all serve on the Steering Committee
• Infrastructure Funding
f Fully funded through SmartScale (HB2)
Historic Preservation & Urban Design
• Urban Design
f Recognize and respect the distinct characteristics of the neighborhood
• Resource Inventory
f Identified cultural and historic resources prior to the development of concepts
• Comprehensive Approach
f Consulted zoning maps to ensure compliance with goals and impacts
f Coordination underway with Public Works and Parks Departments
• Entrance Corridors
f Emphasize placemaking to create a sense of place and character with landscaping
Thank you!
In Conjunction
With
CITY OF CHARLOTTESVILLE
DEPT. OF NEIGHBORHOOD DEVELOPMENT SERVICES
STAFF REPORT
APPLICATION FOR A SPECIAL USE PERMIT
JOINT CITY COUNCIL & PLANNING COMMISSION PUBLIC HEARING
DATE OF HEARING: Tuesday, December 10, 2019
PROJECT NAME: Chick-fil-A Barracks Road Drive Through SUP
APPLICATION NUMBER: SP19-00008
REASON FOR SPECIAL USE PERMIT: To authorize a specific land use (drive through
window for restaurant)
Project Planner: Joey Winter (winterj@charlottesville.org)
Date of Staff Report: December 3, 2019
Applicant: Mr. John Martinez – Chick-fil-A Inc.
Applicants Representative: Mr. Ryan Yauger – Bohler Engineering
Owner of Record: Federal Realty investment Trust
Application Information
Property Street Address: 1000 Emmet Street North (“Subject Property”)
Tax Map | Parcel Number: TM 1-1 (portion) | 010001000
Site Area (per application): 0.801 acres (34,892 ft2)
Comprehensive Plan (Land Use Plan): Mixed Use
Current Zoning Classification: Urban Corridor Mixed Used District (URB)
Overlay Districts: Entrance Corridor Overlay
Completeness:
x Application contains all info required by Zoning Ordinance Secs. 34-41(d), 34-158(a), & 34-158(b)
x Existing dwelling units on site: 0
x Dwelling units proposed by this development: 0
x Pre-application meeting required by Sec. 34-41(b)(1) was conducted on: June 5, 2019
x Community meeting required by Sec. 34-41(c)(2) was conducted on: November 14, 2019
Meeting location – Venable Elementary School (406 14th St NW, Charlottesville, VA 22903)
Page 1 of 11
SP19-00008 Chick-fil-A Barracks Road Drive Though SUP
Vicinity Map
Zoning Map
Page 2 of 11
SP19-00008 Chick-fil-A Barracks Road Drive Though SUP
Application Components
Per Sec. 34-158(a), the procedure for filing and consideration of an application for a special use permit is the
same as that required by section 34-41 for an owner-initiated petition for a zoning map amendment, except
that a complete application for a special use permit shall also include:
(1) A site plan when required by section 34-802 of
ATTACHMENT 2
the City Code;
(2) A written disclosure of the information required
by section 34-8 of the City Code and, if the
applicant is not the owner of the property, written
evidence of his status as (i) the authorized agent of ATTACHMENT 1, Pages 6-8
the property owner, or (ii) a contract purchaser of
the property whose application is with the
permission of the property owner;
(3) For developments including any non-residential
uses, and developments proposing the construction
of three (3) or more single- or two-family dwellings, ATTACHMENT 1, Page 10
the applicant shall provide a completed low-impact
development ("LID") methods worksheet;
(4) For applications proposing the alteration of the
footprint or height of an existing building, or the
ATTACHMENT 3
construction of one (1) or more new buildings: (i) a
building massing diagram and (ii) elevations;
(5) Information and data identifying how many, if
any, existing dwelling units on the development
site meet the city's definition of an "affordable
ATTACHMENT 1
dwelling unit" and whether any such existing units,
or equivalent affordable units, will remain
following the development;
(6) Other supporting data sufficient to demonstrate
compliance with the purposes and standards of this
Zoning Ordinance, including, without limitation,
See list of attachments on page 14 of this staff report
graphic materials that illustrate the context of the
project as well as information and data addressing
the factors set forth within section 34-157 above.
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SP19-00008 Chick-fil-A Barracks Road Drive Though SUP
Applicant’s Request
Mr. John Martinez of Chick-fil-a Inc. has submitted a Special Use Permit (SUP) application to authorize a drive
through window for a restaurant at 1000 Emmet Street North in the Barracks Road Shopping Center. This SUP
is being requested to authorize a specific land use pursuant to Sec. 34-796 of the City Code. The site is zoned
URB with Entrance Corridor overlay and is approximately .801 acres. The property is further identified on a
portion of City Real Property Tax Map 1 Parcel 1. The General Land Use Plan calls for Mixed Use development.
Background
The contract purchaser, Chick-fil-A, is proposing to demolish the existing Burger King at this location and
construct a Chick-fil-A restaurant with a drive through window. The proposed use (“restaurant”) is allowed by
right within the URB zoning district classification. However, per the use matrix in Sec. 34-796 of the City Code,
a Special Use Permit is required for the drive through window. Modifications to yard regulations are being
requested by the applicant due to the large utility easements that cross the property near Emmet Street
North. A preliminary site plan exhibit was submitted as a supplement to this SUP application and is included
with this staff report as ATTACHMENT 2. At the request of the applicant, this site plan is being treated only as
a supplement to the SUP application and has not gone through a full staff review.
Drive Through Window Use
Planning Commission review of this Special Use Permit request should focus solely on whether a drive through
window is appropriate for a restaurant in this location. Elements such as restaurant branding, signage, site
lighting, landscaping, or building materials should not be considered when evaluating this request if they
directly relate to the proposed drive through window. As previously stated in this report, a Chick-fil-A
restaurant is allowed by right in the URB zoning district. The role of Planning Commission is to recommend
approval or disapproval of this SUP request to City Council.
On Emmet Street North between the interchange with the Route 250 Bypass and the intersection with Massie
Road, a distance of just over one mile, there are currently eleven businesses operating drive through windows
- six restaurants, five banks, and one pharmacy. There are four drive through windows north of the Barracks
Road intersection (Cookout, Zaxby’s, Arby’s, and SunTrust Bank). There are seven drive through windows
south of the Barracks Road intersection (Bank of America, CVS Pharmacy, Burger King, McDonald’s, Wells
Fargo Bank, Virginia National Bank, and Taco Bell). There are currently businesses operating drive through
windows in the Barracks Road Shopping Center- two restaurants and three banks.
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SP19-00008 Chick-fil-A Barracks Road Drive Though SUP
Drive Through Windows in the Barracks Road Shopping Center
Drive Through Windows Along Emmet Street North
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SP19-00008 Chick-fil-A Barracks Road Drive Though SUP
Modification of Yard Regulations
Modifications to yard regulations are being recommended by the City’s Utilities Engineer to allow for access to
public utility lines on the Subject Property. Pursuant to City Code Sec. 34-162(a), in reviewing an application
for a special use permit, the city council may modify yard regulations provided:
1. Such modification will be in harmony with the purposes and intent of [the special use permits] division,
the zoning district regulations under which such special use permit is being sought; and
2. Such modification is necessary or desirable in view of the particular nature, circumstances, location or
situation of the proposed use; and
3. No such modification shall be authorized to allow a use that is not otherwise allowed by this chapter
within the zoning district in which the subject property is situated.
REQUESTED FRONT YARD MODIFICATION ALONG EMMET STREET NORTH:
A setback of five (5) feet, minimum; forty (40) feet, maximum shall be required.
STAFF ANALYSIS: The City’s Utilities Engineer has recommended that front yard regulations be modified to
allow for access to the sanitary sewer line and storm sewer culverts that run across the front of the Subject
Property.
Sanitary Sewer Line (RED) and Storm Sewer Culvert (BLUE) locations. (Source: applicant)
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SP19-00008 Chick-fil-A Barracks Road Drive Though SUP
Standard of Review
City Council may grant an applicant a special permit or special use permit, giving consideration to a number of
factors set forth within Zoning Ordinance Sec. 34-157. If Council finds that a proposed use or development
will have potentially adverse impacts, and if Council identifies development conditions that could satisfactorily
mitigate such impacts, then Council may set forth reasonable conditions within its SUP approval. The role of
the Planning Commission is to make an advisory recommendation to the City Council, as to (i) whether or not
Council should approve a proposed SUP and if so, (ii) whether there are any reasonable development
conditions that could mitigate potentially adverse impacts of the propose use or development.
Section 34-157 of the City’s Zoning Ordinance lists a number of factors that Council will consider in making a
decision on a proposed SUP. Staff’s analysis of those factors, based on the information provided by the
applicant is as follows:
Sec. 34-157. - General standards for issuance.
(a) In considering an application for a special use permit, the city council shall consider the following
factors:
1. Whether the proposed use or development will be harmonious with existing patterns of use and
development within the neighborhood;
Staff Analysis:
The proposed use (restaurant with a drive through window) is identical to the existing use of the
Subject Property. The proposed development is harmonious with existing patterns of use and
development within the neighborhood and the Barracks Road Shopping Center. The properties
immediately surrounding the subject property are described as follows:
Direction Address Use TMP Zoning
North
West 1117+ Emmet Street North Barracks Rd. Shopping Center 1-1 URB
South
East 1001 Emmet Street North Academic Office Building 1-18 ES
2. Whether the proposed use or development and associated public facilities will substantially
conform to the city's comprehensive plan;
Staff Analysis:
The Subject Property is designated as a site for Mixed Use development in the City’s Comprehensive
Plan. Per Chapter 2 of the Comprehensive Plan, the goal of the Mixed Use development is to
“[e]stablish a mix of uses within walking distance of residential neighborhoods that will enhance
opportunities for small group interaction throughout Charlottesville.” More specifically (Goal 2.3),
Mixed Use development should “[e]nhance pedestrian connections between residences,
commercial centers, public facilities, amenities and green spaces.” To substantially conform to the
Comprehensive Plan, the proposed development should include facilities that establish pedestrian
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SP19-00008 Chick-fil-A Barracks Road Drive Though SUP
connections from the restaurant to the sidewalk on Emmet Street North and adjacent areas of the
Barracks Road Shopping Center.
3. Whether proposed use or development of any buildings or structures will comply with all
applicable building code regulations;
Staff Analysis: Renovation and expansion of the existing structure cannot proceed without approval
by the City’s Building Code Official. Any buildings or structures on this site will be required to comply
with all applicable building code regulations per City Code Chapter 5.
4. Whether the proposed use or development will have any potentially adverse impacts on the
surrounding neighborhood, or the community in general; and if so, whether there are any
reasonable conditions of approval that would satisfactorily mitigate such impacts. Potential
adverse impacts to be considered include, but are not necessarily limited to, the following:
a. Traffic or parking congestion;
Staff Analysis: City Traffic Engineering has no concerns with the proposed layout for the
proposed development as it pertains to traffic. The traffic will be controlled on private property
and should have minimum impact to the city’s public right-of-way. The proposed development
will be required to comply with all applicable site plan regulations per City Code Chapter 34.
b. Noise, lights, dust, odor, fumes, vibration, and other factors which adversely affect the
natural environment;
Staff Analysis: The proposed use (restaurant with a drive through window) is identical to the
current use of the Subject Property. Changes in yard regulations will not adversely affect the
natural environment.
c. Displacement of existing residents or businesses;
Staff Analysis: The proposed development will not cause displacement of existing residents. The
new business will replace an existing business.
d. Discouragement of economic development activities that may provide desirable employment
or enlarge the tax base;
Staff Analysis: The proposed development will not cause discouragement of economic
development activities that may provide desirable employment or enlarge the tax base.
e. Undue density of population or intensity of use in relation to the community facilities existing
or available;
Staff Analysis: The proposed development will not cause undue density of population or
intensity of use in relation to the community facilities existing or available.
f. Reduction in the availability of affordable housing in the neighborhood;
Staff Analysis: The proposed development will not cause a reduction in the availability of
affordable housing in the neighborhood.
g. Impact on school population and facilities;
Staff Analysis: The proposed development will not impact on school population and facilities.
h. Destruction of or encroachment upon conservation or historic districts;
Page 8 of 11
SP19-00008 Chick-fil-A Barracks Road Drive Though SUP
Staff Analysis: The proposed development will not cause destruction of or encroachment upon
conservation or historic districts.
i. Conformity with federal, state and local laws, as demonstrated and certified by the applicant;
Staff Analysis: The applicant has certified that the proposed development will conform to
federal, state and local laws. However, the preliminary site plan submitted for this proposed
development does not specify an accessible route from the public sidewalk to the primary
entrance of the proposed restaurant in accordance with construction standards set forth within
the most recent version of the City of Charlottesville Standards and Design Manual as required
by Sec. 34-897(b). Therefore, proposed staff condition 3 has been included to ensure that an
accessible route from the public sidewalk to the primary entrance shall be provided.
j. Massing and scale of project.
Staff Analysis: The Entrance Corridor Review Board will review the appropriateness of the
massing and scale of this proposed development.
5. Whether the proposed use or development will be in harmony with the purposes of the specific
zoning district in which it will be placed;
Staff Analysis:
URBAN CORRIDOR (URB) DISTRICT: Per City Code Sec. 34-541(10), the intent of the Urban Corridor
district is to continue the close-in urban commercial activity that has been the traditional
development patterns in these areas. Development in this district is both pedestrian and auto
oriented, but is evolving to more of a pedestrian center development pattern. The regulations
provide for both a mixture of uses or single use commercial activities. It encourages parking located
behind the structure and development of a scale and character that is respectful to the
neighborhoods and university uses adjacent.
6. Whether the proposed use or development will meet applicable general and specific standards
set forth within the zoning ordinance, subdivision regulations, or other city ordinances or
regulations;
Staff Analysis: The proposed restaurant building on the Subject Property will not conform to specific
Streetwall regulations for the Urban Corridor district:
- Per Sec. 34-758(1), the maximum setback where the Subject Property fronts Emmet Street North
(road classification= primary street) is thirty (30) feet. The proposed restaurant building will be
approximately ninety-two (92) feet from Emmet Street North due to storm sewer and sanitary
sewer utility easements.
7. When the property that is the subject of the application for a special use permit is within a design
control district, city council shall refer the application to the BAR or ERB, as may be applicable, for
recommendations as to whether the proposed use will have an adverse impact on the district,
and for recommendations as to reasonable conditions which, if imposed, that would mitigate any
such impacts. The BAR or ERB, as applicable, shall return a written report of its recommendations
to the city council.
Page 9 of 11
SP19-00008 Chick-fil-A Barracks Road Drive Though SUP
Staff Analysis: This application will discussed before a meeting of the City of Charlottesville Entrance
Corridor Review Board (ERB) on December 10, 2019. ERB will return a written report of its
recommendations to City Council.
(b) Any resolution adopted by city council to grant a special use permit shall set forth any reasonable
conditions which apply to the approval.
Staff Analysis: Conditions recommended by staff are found on page 10 of this report.
Public Comments Received
COMMUNITY MEETING: As required by Sec. 34-41(c)(2), the applicant held a community meeting for this SUP
application on November 14, 2019, at Venable Elementary School (406 14th St NW, Charlottesville, VA 22903).
NDS Staff did not attend this meeting. One member of the public was in attendance.
WRITTEN COMMENT: Staff received no written comment in favor of or against this SUP request.
Staff Recommendations and Proposed Staff Conditions
Staff recommends Planning Commission focus on the following questions during review:
x Is a restaurant drive through window an appropriate use at this location?
x What is the impact of granting modifications to yard regulations?
If the Planning Commission recommends approval of SP19-00008, staff recommends the following conditions
be placed on the Special Use Permit:
1. An accessible pedestrian route from the public sidewalk on Emmet Street North to the primary entrance of
the restaurant shall be provided. City staff shall have the authority to require additional safety measures
be taken to protect pedestrian traffic in this route from vehicle traffic related to the drive through window
use.
2. An accessible pedestrian route from the internal parking areas of the Barracks Road Shopping Center to
the primary entrance of the restaurant shall be provided. City staff shall have the authority to require
additional safety measures be taken to protect pedestrian traffic in this route from vehicle traffic related
to the drive through window use.
3. Setbacks shall be required, as follows:
a. Primary street frontage along Emmet Street North: Five (5) feet, minimum; ninety-two (92) feet,
maximum.
Page 10 of 11
SP19-00008 Chick-fil-A Barracks Road Drive Though SUP
Possible Motion(s)
1. On the basis that the proposal would service public necessity, convenience, general welfare, and good
zoning practice, I move to recommend approval of this application for a Special Use Permit to authorize a
restaurant with a drive through window on the Subject Property, subject to the following conditions:
x The three (3) conditions presented in the staff report
x [alternative conditions, or additional condition(s)….list here]
OR,
2. On the basis that the proposal would NOT service public necessity, convenience, general welfare, and good
zoning practice, I move to recommend denial of application SP19-00008.
Attachments
1. Special Use Permit Application SP19-00008 - submitted October 14, 2019
2. Preliminary Site Plan Exhibit for SP19-00008 - submitted October 14, 2019
3. Preliminary Elevations and Renderings for SP19-00008 - submitted October 14, 2019
4. Applicant Narrative for SP19-00008 - submitted October 14, 2019
5. General Standards For Issuance Of A Special Use Permit - City Code Section 34-157
6. Exceptions And Modifications As Conditions Of Permit Special Use Permit - City Code Section 34-162
Page 11 of 11
SITE PLAN DOCUMENTS
FOR
KNOW WHAT'S BELOW
It's fast. It's free. It's the law.
STORE # 4332
LOCATION OF SITE
1000 EMMET STREET NORTH
CITY OF CHARLOTTESVILLE
CHARLOTTESVILLE, VA 22903
TAX MAP NUMBER: 010001000
CONTACT INFORMATION SHEET INDEX
SHEET TITLE SHEET NUMBER
COVER SHEET C-0.0
REFERENCES UTILITIES
CITY OF CHARLOTTESVILLE DEPT. OF UTILITIES GENERAL NOTES C-0.1
ALTA/NSPS LAND TITLE SURVEY:
BOHLER ENGINEERING 605 EAST MAIN STREET, CHARLOTTESVILLE, VA 22902
ROY NESTER (WATER AND SANITARY) GENERAL NOTES AND LEGEND C-0.2
12825 WORLDGATE DRIVE, SUITE 700, HERNDON, VA, 20170
(434) 970-3908 (P)
PHONE: (703) 709-9500
NESTERR@CHARLOTTESVILLE.ORG (E) ALTA/NSPS LAND TITLE SURVEY C-1.0 - C1.1
FAX: (703) 709-9501
DAVID FRAZIER (STORM)
DATED: 05/21/19
(434) 970-3800 (P) DEMOLITION PLAN C-1.2
FRAZIERD@CHARLOTTESVILLE.ORG (E)
SITE PLAN C-2.0
FIRELANE PLAN C-2.1
ADA COMPLIANCE PLAN C-2.2
GRADING AND DRAINAGE PLAN C-3.0
GOVERNING AGENCIES
EROSION AND SEDIMENT CONTROL PLAN PHASE I C-3.1
CITY OF CHARLOTTESVILLE DEPARTMENT OF
EROSION AND SEDIMENT CONTROL PLAN PHASE II C-3.2
NEIGHBORHOOD DEVELOPMENT SERVICES
610 EAST MARKET STREET, CHARLOTTESVILLE, VA 22903
EROSION AND SEDIMENT CONTROL NOTES C-3.3
JOEY WINTER
(434) 970-3991 (P) 28 BLACKWELL PARK LANE, SUITE 201
EROSION AND SEDIMENT CONTROL DETAILS C-3.4 WARRENTON, VIRGINIA 20186
WINTERJ@CHARLOTTESVILLE.ORG (E)
Phone: (540) 349-4500
SITE DETAILS C-4.0 - C-4.3 Fax: (540) 349-0321
VA@ BohlerEng.com
PLUMBING SITE PLAN PS-1.0
STORMWATER MANAGEMENT PLAN PS-1.1
SWM AND BMP COMPUTATIONS PS-1.2
STORM COMPUTATIONS AND PROFILES PS-1.3
LOCATION MAP
LANDSCAPE PLAN L-1.0
COPYRIGHT 2016
MICROSOFT CORPORATION
LANDSCAPE NOTES AND DETAILS L-1.1
SCALE: 1" = 2,000'
PHOTOMETRIC PLAN E-102
OWNER/DEVELOPER
CHICK-FIL-A
5200 BUFFINGTON ROAD
ATLANTA, GA 30349-2998
CONTACT: JOHN MARTINEZ
PHONE: (609) 955-0450
FAX: (404) 765-8330 COVER SHEET
SD0
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@BOHLERENG.COM
CONTACT: RYAN T. YAUGER, P.E.
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:53 PM LAST SAVED BY: EVAN.NEWMAN
24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE.
22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS
GENERAL NOTES: SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE.
PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S GENERAL GRADING & UTILITY NOTES
PRICE.
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION.
REQUIREMENTS. APPROVED SUPPLEMENT. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS
THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS.
1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE
CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS)
x SEE COVER SHEET FOR PLAN REFERENCES 27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER
HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER CONSTRUCTION.
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE SUITABLE MATERIAL.
INCURS.
DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY.
2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT 28. SEWERS CONVEYING SANITARY FLOW, COMBINED SANITARY AND STORMWATER FLOW, OR INDUSTRIAL FLOW MUST BE
25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC.
2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION
AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER
THE REQUIREMENTS OF THE “AMERICANS WITH DISABILITIES ACT” (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE
IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE
et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH
TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING
AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. JURISDICTION OVER SAME.
RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED
THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION.
3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND x WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF
26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT
RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE
APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES
27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR
OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED.
REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE
4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE 29. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE KNOW WHAT'S BELOW
28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE
CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO
5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF APPROVAL, APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. It's fast. It's free. It's the law.
HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE
AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF SAID FAILURE.
OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE 30. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY
29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION AND/OR STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF
COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL
DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.
REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS
RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING 31. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR
TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS REMOVED/RELOCATED DURING SITE ACTIVITY.
IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE
APPROPRIATE.
AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL
5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE
30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE
7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM
PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES
THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT
“PROFESSIONAL OPINION” REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY
ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF BLOCKAGES CAN BE ADDRESSED.
KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND
THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. CODES. 32. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT
8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL
CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING.
WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND
EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST 33. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS “OF RECORD” FOR EXACT LOCATIONS AND COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT 34. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE
ADA INSTRUCTIONS TO CONTRACTOR INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER
LOCATIONS.
CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND THE PROPERTY.
CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO
10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE
COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME.
SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE
AMBIGUITIES WHICH EXIST. BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY
LIMITED TO THE FOLLOWING: COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES
11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID
WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE
x PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.
CONSTRUCTION.
x CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%).
12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED
x LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE
ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS EXCEED 1:50 (2.0%) IN ANY DIRECTION.
STRUCTURES AND PROPERTIES. PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS.
x PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS
GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN
CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP REQUIREMENTS MUST BE ADHERED TO.
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE
A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, SHALL BE PROVIDED. THE RAMP MUST HAVE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION
REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE ADA HAND RAILS AND LEVEL LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY
PROJECT. REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS
DIRECTION (2.0%) FOR POSITIVE DRAINAGE. PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE
x DOORWAYS - MUST HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS
STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE
THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY
REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCED INCORPORATED BY COD.)
ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH
DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES
x WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE
EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING
EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,
ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS
CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR
CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.
MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
CONSTRUCTION. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE
COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL
15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS
UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND
x THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.
16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
OR FOR THE CONSTRUCTION MEANs, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED NON-CONFORMING CONCRETE.
BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS,
RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL IS RESPONSIBLE FOR DETERMINING THE “MEANS AND METHODS” REQUIRED TO MEET THE INTENT AND PERFORMANCE
OF CONSTRUCTION. BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING
17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO
RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S EXCAVATION AND TRENCHING PROCEDURES.
SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY
JOB SITE SAFETY ISSUES, AT ANY TIME. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE
GENERAL DEMOLITION NOTES: FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE
18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.
LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
28 BLACKWELL PARK LANE, SUITE 201
THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS
WARRENTON, VIRGINIA 20186
OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, SEE COVER SHEET FOR THIS REFERENCE NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, Phone: (540) 349-4500
RULES, STATUTES, LAWS, ORDINANCES AND CODES. Fax: (540) 349-0321
EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS
ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY VA@ BohlerEng.com
AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER
TO SAME. MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY
3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT
THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER
SUPERVISION, OR ANYTHING RELATED TO SAME. ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE
THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, COMPLETION OF WORK.
4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND
DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE,
SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER,
DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES
IMPROVEMENTS. UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE
OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN
ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND
5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST
CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN
SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK.
WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE
CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN
HEREUNDER.
WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY
DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%
19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS
OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM
SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT
REQUIREMENTS, STATUTES, ORDINANCES AND CODES. ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST
ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION
SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC
OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE
6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION
GENERAL
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER,
A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS,
NOTES
HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS
OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME.
WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT
DEMOLITION WORK.
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER
ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6” ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS
AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS SD0
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO
RECEIVED. INSTALLATION OF SAME.
20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES.
AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS,
PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND 20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN
ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS.
MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING,
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE 21. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF
ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO
PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY ENGINEER AND OWNER PRIOR TO INITIATING WORK.
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH
OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS,
BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL
ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS
INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN
ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL
NOTE 19 FOR JOB SITE SAFETY.
DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSEE IN THE STATE WHERE THE
CONSTRUCTION OCCURS.
21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE
23. STORM DRAINAGE PIPE:
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE
WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD
SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST
HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19
CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT
HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED
TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED
TO SAME.
OTHERWISE.
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:53 PM LAST SAVED BY: EVAN.NEWMAN
STANDARD DRAWING LEGEND STANDARD
FOR ENTIRE PLAN SET
(NOT TO SCALE)
ABBREVIATIONS
LIMIT OF WORK LOW LOW LOW
FOR ENTIRE PLAN SET
LIMIT OF DISTURBANCE LOD LOD LOD AC ACRES
AMERICANS WITH
ADA
DISABILITY ACT
TYPICAL NOTE TEXT PROPOSED NOTE
ARCH ARCHITECTURAL
ONSITE PROPERTY
LINE / R.O.W. LINE BC BOTTOM OF CURB
NEIGHBORING BF BASEMENT FLOOR
PROPERTY LINE /
INTERIOR PARCEL LINE BK BLOCK
EASEMENT BL BASELINE
LINE BLDG BUILDING
SETBACK BM BUILDING BENCHMARK
LINE
BRL BUILDING RESTRICTION LINE
CF CUBIC FEET
CL CENTERLINE KNOW WHAT'S BELOW
CURB AND GUTTER
CMP CORRUGATED METAL PIPE
SPILL CURB TRANSITION CURB It's fast. It's free. It's the law.
CONN CONNECTION
CONCRETE CURB &
GUTTER CONC CONCRETE
DEPRESSED CURB AND GUTTER
CPP CORRUGATED PLASTIC PIPE
CY CUBIC YARDS
UTILITY POLE
WITH LIGHT DEC DECORATIVE
DEP DEPRESSED
POLE
LIGHT DIP DUCTILE IRON PIPE
TRAFFIC DOM DOMESTIC
LIGHT
ELEC ELECTRIC
UTILITY ELEV ELEVATION
POLE
EP EDGE OF PAVEMENT
TYPICAL
LIGHT ES EDGE OF SHOULDER
EW END WALL
ACORN
LIGHT EX EXISTING
TYPICAL FES FLARED END SECTION
SIGN
FF FINISHED FLOOR
PARKING FH FIRE HYDRANT
COUNTS X
FG FINISHED GRADE
G GRADE
GF GARAGE FLOOR (AT DOOR)
CONTOUR
LINE GH GRADE HIGHER SIDE OF WALL
GL GRADE LOWER SIDE OF WALL
SPOT TC516.00 TC 516.00
ELEVATIONS BC 515.55 GRT GRATE
GV GATE VALVE
HIGH DENSITY
HDPE
POLYETHYLENE PIPE
SANITARY
LABEL HP HIGH POINT
STORM HOR HORIZONTAL
LABEL
HW HEADWALL
SANITARY SEWER INT INTERSECTION
LATERAL
INV INVERT
UNDERGROUND
WATER LINE LF LINEAR FOOT
UNDERGROUND LOC LIMITS OF CLEARING
ELECTRIC LINE
LOD LIMITS OF DISTURBANCE
UNDERGROUND LOS LINE OF SIGHT
GAS LINE
LP LOW POINT
OVERHEAD
L/S LANDSCAPE
WIRE
MAX MAXIMUM
UNDERGROUND
TELEPHONE LINE MIN MINIMUM
UNDERGROUND MH MANHOLE
CABLE LINE
MJ MECHANICAL JOINT
STORM OC ON CENTER
SEWER
PA POINT OF ANALYSIS
SANITARY
PC POINT CURVATURE
SEWER MAIN
POINT OF COMPOUND
HYDRANT PCCR
CURVATURE, CURB RETURN
28 BLACKWELL PARK LANE, SUITE 201
PI POINT OF INTERSECTION WARRENTON, VIRGINIA 20186
SANITARY Phone: (540) 349-4500
MANHOLE POG POINT OF GRADE Fax: (540) 349-0321
VA@ BohlerEng.com
STORM PROP PROPOSED
MANHOLE
PT POINT OF TANGENCY
WATER POINT OF TANGENCY,
PTCR
METER CURB RETURN
WATER PVC POLYVINYL CHLORIDE PIPE
VALVE
POINT OF VERTICAL
PVI
INTERSECTION
GAS
VALVE PVT POINT OF VERTICAL TANGENCY
GAS R RADIUS
METER
RCP REINFORCED CONCRETE PIPE
TYPICAL END RET WALL RETAINING WALL
SECTION
R/W RIGHT OF WAY
HEADWALL OR
ENDWALL S SLOPE NOTES AND
SAN SANITARY SEWER LEGEND
GRATE
INLET SF SQUARE FEET
CURB STA STATION
INLET SD0
STM STORM
CLEAN S/W SIDEWALK
OUT
TBR TO BE REMOVED
ELECTRIC
MANHOLE TBRL TO BE RELOCATED
TC TOP OF CURB
TELEPHONE
MANHOLE TELE TELEPHONE
ELECTRIC TPF TREE PROTECTION FENCE
BOX
TW TOP OF WALL
ELECTRIC
PEDESTAL TYP TYPICAL
UG UNDERGROUND
UP UTILITY POLE
MONITORING W WIDE
WELL W/L WATER LINE
TEST W/M WATER METER
PIT
± PLUS OR MINUS
BENCHMARK ° DEGREE
Ø DIAMETER
BORING
# NUMBER
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:53 PM LAST SAVED BY: EVAN.NEWMAN
C-1.0
C-1.1
DEMOLITION/REMOVAL
LEGEND
DEMOLITION/REMOVAL NOTE TYPICAL NOTE TEXT
EASEMENT
LINE
CONCRETE CURB &
GUTTER
UTILITY POLE
WITH LIGHT
POLE
KNOW WHAT'S BELOW
LIGHT
TRAFFIC
LIGHT It's fast. It's free. It's the law.
UTILITY
POLE
TYPICAL
LIGHT
ACORN
LIGHT
TYPICAL
SIGN
PARKING
COUNTS
SPOT
ELEVATIONS
SANITARY
LABEL
STORM
LABEL
SANITARY SEWER
LATERAL
UNDERGROUND
WATER LINE
UNDERGROUND
ELECTRIC LINE
UNDERGROUND
GAS LINE
OVERHEAD
WIRE
UNDERGROUND
TELEPHONE LINE
UNDERGROUND
CABLE LINE
STORM
SEWER
SANITARY
SEWER MAIN
HYDRANT
SANITARY
MANHOLE
STORM
MANHOLE
WM WATER
METER
WV WATER
VALVE
GAS
VALVE
GAS
METER
LEGEND
PROP SAWCUT
LIMIT OF SOIL
LOD LOD
DISTURBANCE
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@ BohlerEng.com
DEMOLITION NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SITE CONDITIONS PRIOR TO ANY
CONSTRUCTION ACTIVITIES. ANY DISCREPANCIES WITH THIS PLAN SHALL BE REPORTED IN WRITING
TO THE OWNER AND BOHLER ENGINEERING PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE
CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ANY DISCREPANCIES NOT REPORTED IN
WRITING.
2. THE CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES NOT SHOWN OR NOTED TO BE
DEMOLISHED WITH THIS PLAN. CONTRACTOR SHALL REPLACE ANY EXISTING SITE FEATURE DAMAGED
BY CONSTRUCTION ACTIVITIES.
DEMOLITION
PLAN
SS 0
20 10 5 0 20
1"= 20'
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SS0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:54 PM LAST SAVED BY: EVAN.NEWMAN
BULK REQUIREMENTS SITE PLAN DESIGN NOTES & KEY PLAN
ALLOWED/REQUIRED PROVIDED
DIRECTIONAL ARROW
A. MIN. LOT AREA 0.80 AC.
±4,588 SF DRIVE-THRU GRAPHICS
B. BUILDING AREA
C. MIN. BUILDING SETBACK
STOP LINE GRAPHIC
FRONT SETBACK (EMMET STREET) 25' ±92.3'
REAR SETBACK (INTERNAL DRIVE) 12' ±37.7' PAINTED HANDICAP PARKING SYMBOL
SIDE SETBACK (WISE STREET) 12' ±17.2'
SIDE SETBACK 5' ±82' DIRECTIONAL SIGNAGE
ALL SIGNS SHALL CONFORM TO SIGNAGE PLAN. PLANS
E. PARKING REQUIREMENTS
PREPARED BY CLAYTON SIGNS.
PARKING REQUIREMENT:
1 SPACE/250 SF OF SEATING AREA 15 51 STOP SIGN
ADA REQUIREMENT: (1 FOR EACH 25 TOTAL 2 3 HANDICAP SIGN
SPACES)
"DRIVE-THRU ONLY"
F. FLOOR AREA RATIO (F.A.R.) 100% 13.15%
"RIGHT-TURN ONLY" SIGN
G. MIN. PARKING SPACE DIMENSIONS 9' X 18' 9' X 18'
"ONE WAY" SIGN (USE APPLICABLE DIRECTION)
H. MIN. DRIVE AISLE (ONE-WAY) (60 DEGREE PARKING) 20' 22'
NOT USED "LEFT-TURN ONLY" SIGN
I. BUILDING HEIGHT 40' 21' 4" "CAUTION - WATCH FOR PEDESTRIANS" SIGN KNOW WHAT'S BELOW
"DO NOT ENTER" SIGN
MOBILE PICKUP SIGN It's fast. It's free. It's the law.
STANDARD PARKING STALL
MAIN ENTRANCE HANDICAP RAMP
NOT USED HANDICAP RAMP w/ FLARED SIDE
NOT USED RETURNED CURB HANDICAP RAMP
NOT USED TRUNCATED DOMES
TYPICAL CONCRETE SIDEWALK
SIDEWALK w/ CURB & GUTTER
CURB SECTION AT DRIVE-THRU
NOT USED ASPHALT RAMP
NOT USED LANDSCAPE & IRRIGATION PROTECTOR
24" CURB AND GUTTER - CATCHING
24" CURB AND GUTTER - SPILLING
24" CURB AND GUTTER - TRANSITION
NOT USED ROLLOVER/MOUNTABLE CURB
REFUSE ENCLOSURE FOUNDATION
BOLLARD
TYPICAL PAVEMENT SECTION
NOT USED TRANSVERSE & LONGITUDINAL CONTRACTION JOINT
HATCH LEGEND NOT USED TRANSVERSE & LONGITUDINAL DOWELED CONST. JOINT
CONCRETE APRON @ TRASH ENCLOSURE
PAVEMENT PROP BUILDING CONCRETE PAVING @ DRIVE THRU LANE
& ( SEE ARCH
ADA STRIPING DRAWINGS) FLAGPOLE
FLAG POLE PACKAGE, BY APPROVED VENDORS
MENU BOARD & CANOPY ORDERING STATION
CLEANOUT
EX TRANSFORMER
CONCRETE STANDARD DUTY
PAVEMENT ASPHALT PAVEMENT NOT USED ROOF DOWNSPOUT (TO CONNECT TO SITE DRAINAGE SYSTEM)
GREASE TRAP (REFER TO BUILDING PLAN FOR MORE DETAIL)
NOT USED CHICK-FIL-A PRIME SIGN
NOT USED PRE-SELL MENUBOARD
NOT USED CHICK-FIL-A "ENTER" SIGN
SIDEWALK
CONCRETE NOT USED CHICK-FIL-A "EXIT" SIGN
4" WIDE WHITE STRIPE
4" THICK CONCRETE STRIP BETWEEN BUILDING AND BACK OF CURB
28 BLACKWELL PARK LANE, SUITE 201
PROP. HANDRAIL
SITE NOTES WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
1. FINAL DRY UTILITY DESIGN (ELECTRIC, CATV, TELEPHONE, GAS) IS TO BE OUTDOOR SEATING AREA VA@ BohlerEng.com
COORDINATED BETWEEN THE CONTRACTOR AND LOCAL UTILITY COMPANIES.
THE CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL,
2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING
ELECTRIC, TELEPHONE, AND CATV. SAFETY BARRICADES, LIGHTING, AND OTHER REQUIRED CONTROL
MEASURES TO SECURE THE WORK AREA FROM EXISTING TRAFFIC
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND AND TO ASSURE PUBLIC SAFETY.
SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF LOCAL, STATE,
AND FEDERAL REGULATIONS. BITUMASTIC EXPANSION JOINT, TYPICAL. INSTALL EXPANSION JOINT
BETWEEN ALL CONCRETE PAVEMENT INTERFACE WITH BUILDINGS,
4. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE
CURB & GUTTER, AND OTHER CONSTRAINED OBJECTS.
VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING
CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS SITE CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR THE
WORK FORCE. EXACT DIMENSIONS OF THE BUILDING, CANOPY, AND THE LOCATION OF
DOORWAYS, UTILITIES, ETC.
5. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED
BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY GATES TO BE INSTALLED BY BUILDING CONTRACTOR WITH
THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH DUMPSTER STRUCTURE. COORDINATE WITH PAVEMENT
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
INSTALLATION.
COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR REMEDIAL WORK SITE PLAN
DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SAWCUT LINE
SUCH NOTIFICATION HAS NOT BEEN GIVEN.
6. ALL HANDICAP SPACES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS. NOT USED RELOCATED MAILBOX
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, TIER 3 FACE TO FACE ORDER CANOPY (CONTRACTOR TO REFER TO
DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. CONTRACTOR BUILDING PLANS FOR EXACT DIMENSIONS) SS 0
SHALL USE MUTCD STANDARD R1-1 STOP SIGNS AND 24 INCH WHITE STOP
STRIPE AT ALL INTERNAL INTERSECTIONS WITHIN PROPOSED DEVELOPMENT. TIER 3 OUTSIDE MEAL DELIVERY CANOPY
8. ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED TO MEET VDOT CG-12 2' CURB CUT
DETAILS, FOR DIMENSIONS AND MAXIMUM SLOPES.
NOT USED 5' CROSSWALK
MONUMENT SIGN (REFER TO SIGNAGE PLAN FOR DETAILS)
CLEARANCE BAR
THE CONTRACTOR SHALL INSTALL DRAINS IN
DUMPSTER ENCLOSURE WALL
20 10 5 0 20
PROP. GRAVEL PATH
1"= 20' PROP. SITE LIGHT. SEE PHOTOMETRIC PLAN.
PROP. LANDSCAPE PLANTER. SEE LANDSCAPE PLAN ON SHEET L-1.0
PROP. GATE TO MATCH CHARACTERISTICS
OF TYPICAL GUARDRAIL.
OUTDOOR MEAL DELIVERY SIGN
OMD YELLOW SAFETY POSTS 15' ON CENTER. 2' FROM FACE OF CURB.
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SS0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:54 PM LAST SAVED BY: EVAN.NEWMAN
KNOW WHAT'S BELOW
It's fast. It's free. It's the law.
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@ BohlerEng.com
LEGEND
PAINTED YELLOW CURB
TO DESIGNATE FIRE LANE
UNPAINTED CURB
FIRE LANE SIGN
TYPE "1" OR "2"
FIRELANE
PLAN
SS 0
20 10 5 0 20
1"= 20'
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SS0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:54 PM LAST SAVED BY: EVAN.NEWMAN
ADA CONSTRUCTION NOTES TO CONTRACTOR
1. NO SIDEWALK AND/OR CROSSWALK IS TO EXCEED 2.00% CROSS SLOPE.
2. NO ADA PARKING SPACE IS TO EXCEED 2.00% SLOPE IN ANY DIRECTION.
3. NO ADA CURB RAMP IS TO EXCEED 8.33%.
4. THE CONTRACTOR IS RESPONSIBLE DURING THE FORMING OF SIDEWALKS, RAMPS, CROSSWALKS, AND ADA
PARKING TO VERIFY THAT ADA COMPLIANCE IS ACHIEVED.
5. IF DURING THAT CHECK ANY NON-CONFORMANCE IS DETERMINED, THE ENGINEER IS TO BE IMMEDIATELY
NOTIFIED PRIOR TO POURING CONCRETE AND/OR LAYING ASPHALT.
LEGEND
ADA COMPLIANT PATHWAY
KNOW WHAT'S BELOW
It's fast. It's free. It's the law.
ADA COMPLIANT LANDING/ TURN
AROUND
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@ BohlerEng.com
ADA
COMPLIANCE
PLAN
SS 0
10 5 2.5 0 10
1"= 10'
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SS0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:54 PM LAST SAVED BY: EVAN.NEWMAN
GRADING LEGEND
TYPICAL NOTE TEXT PROPOSED NOTE
CONTOUR
LINE
SPOT TC516.00 TC 516.00
ELEVATIONS BC 515.55
SANITARY
LABEL
KNOW WHAT'S BELOW
STORM
LABEL
It's fast. It's free. It's the law.
STORM
SEWER
STORM
MANHOLE
TYPICAL END
SECTION
HEADWALL OR
ENDWALL
YARD
INLET
CURB
INLET
MONITORING
WELL
BORING
BENCHMARK
TEST
PIT
BURIED
FOUNDATION
GRADING NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE REFERENCED
SURVEYOR'S BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR PRIOR TO GROUNDBREAK.
2. ALL ADA SPACES AND ACCESS PATHS SHALL BE CONSTRUCTED TO MEET ADA
GUIDELINES. CONTRACTOR TO ENSURE THAT ADA PARKING AREA DOES NOT
EXCEED 2% IN ANY DIRECTION.
3. CONTRACTOR SHALL CONFIRM ADA ACCESSIBILITY PRIOR TO INSTALLING
FINISHING COURSES OF SIDEWALKS AND PARKING AREAS.
4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE (MIN. 1%) AWAY FROM THE
BUILDING.
5. CONTRACTOR TO REFER TO PLANS AND DETAILS TO ENSURE PROPER CURB
CONSTRUCTION (SPILL/CATCH, GUTTER SIZE, CURB HEIGHT, ETC.)
NOTICE:
PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY, STORM DRAINAGE FACILITIES, GRADING
AND PAVING, AND OTHER RELATED CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY
LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE REQUIRED TO COORDINATE DIRECTLY (AS NECESSARY) WITH
EACH APPLICABLE UTILITY AGENCY FOR APPROPRIATE FIELD LOCATION MARKING. THE CONTRACTOR SHALL BE
RESPONSIBLE TO ASSURE THAT ALL EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED TO PERFORM THE WORK IN
A SAFE MANNER WITHOUT DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER,
PIPE MATERIAL AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE, PRIOR TO CONSTRUCTION. 28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@ BohlerEng.com
GRADING AND
DRAINAGE
20 10 5 0 20
PLAN
1"= 20' SS 0
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SS0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:54 PM LAST SAVED BY: EVAN.NEWMAN
VIRGINIA UNIFORM CODING SYSTEM
NO. TITLE KEY SYMBOL
SAF
3.01 SAFETY FENCE
KNOW WHAT'S BELOW
It's fast. It's free. It's the law.
EROSION NOTES:
1. CONTRACTOR TO REPAIR AND/OR REPLACE ANY ASPHALT DAMAGE DURING
CONSTRUCTION.
2. WHEN DEMOLISHING AREA TO CONSTRUCT NEW CONCRETE, CONTRACTOR TO
ENSURE FRESH STONE AND CONCRETE IS PLACED IMMEDIATELY FOLLOWING
REMOVAL OF EXISTING CONCRETE/ASPHALT.
3. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM
TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC
RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE
STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE
STREETS ARE MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALL TIMES.
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@ BohlerEng.com
20 10 5 0 20
1"= 20'
EROSION AND
SEDIMENT
CONTROL PLAN
PHASE I
OA0
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OA0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:54 PM LAST SAVED BY: EVAN.NEWMAN
VIRGINIA UNIFORM CODING SYSTEM
NO. TITLE KEY SYMBOL
SAF
3.01 SAFETY FENCE
KNOW WHAT'S BELOW
It's fast. It's free. It's the law.
EROSION NOTES:
1. CONTRACTOR TO REPAIR AND/OR REPLACE ANY ASPHALT DAMAGE DURING
CONSTRUCTION.
2. WHEN DEMOLISHING AREA TO CONSTRUCT NEW CONCRETE, CONTRACTOR TO
ENSURE FRESH STONE AND CONCRETE IS PLACED IMMEDIATELY FOLLOWING
REMOVAL OF EXISTING CONCRETE/ASPHALT.
3. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM
TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC
RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE
STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE
STREETS ARE MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALL TIMES.
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@ BohlerEng.com
20 10 5 0 20
1"= 20'
EROSION AND
SEDIMENT
CONTROL PLAN
PHASE II
OB0
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OB0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:55 PM LAST SAVED BY: EVAN.NEWMAN
EROSION AND SEDIMENT CONTROL NARRATIVE: EROSION AND SEDIMENT CONTROL NOTES ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.
PROJECT DESCRIPTION: MINIMUM STANDARDS: B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:
THIS PROPERTY IS LOCATED AT 1000 EMMET STREET NORTH, CHARLOTTESVILLE, VIRGINIA. THE PURPOSE OF THIS MS-1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF
PROJECT IS TO CONSTRUCT A ±4,588 SF BUILDING, DRIVE THRU CANOPIES, MINOR ADJUSTMENTS TO THE PARKING DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE
LOT, AND UTILITY RECONFIGURATION. THE TOTAL AREA OF SOIL DISTURBANCE IS ±0.80AC. APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN AREA OF THE PROJECT IN QUESTION; OR
DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2) YEAR STORM TO VERIFY
EXISTING SITE CONDITIONS: THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR
THE EXISTING 0.80 ACRE SITE IS CURRENTLY A RESTAURANT, DRIVE THRU AND PARKING LOT. TREE PROTECTION, BANKS; AND
INLET AND OUTLET PROTECTION WILL SERVE AS PERIMETER CONTROLS TO PROTECT THE EXISTING VEGETATION R-1: TEMPORARY SOIL STABILIZATION WILL BE APPLIED TO NEWLY GRADED AND DENUDED AREAS THAT WILL (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF
OUTSIDE THE LIMITS OF CLEARING AND TO PREVENT SEDIMENT FROM EXITING THE SITE. THE SLOPES ON THE SITE REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 7 DAYS. PERMANENT STABILIZATION WILL BE APPLIED A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS BY THE USE
ARE BETWEEN 0.14% AND 34.86%, AND GENERALLY DRAIN TO THE SOUTHEAST OF THE SITE INTO AN EXISTING WITHIN 14 DAYS TO DENUDED AREAS WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED FOR LONGER OF A TWO (2) YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF
STORM SYSTEM. THAN 14 DAYS. CHANNEL BED OR BANKS; AND PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE
ADJACENT PROPERTY: USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE
MS-2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR
PIPE OR SYSTEM.
THIS PROPERTY IS BORDERED ALONG THE NORTHWEST TO NORTHEAST BY PARKING LOTS ASSOCIATED WITH THE PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT RESPONSIBLE FOR THE TEMPORARY
BARRACKS ROAD SHOPPING CENTER, TO THE SOUTHWEST BY ZOES KITCHEN, AND TO THE SOUTHEAST BY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR
UNIVERSITY OF VIRGINIA'S FINANCIAL AID OFFICE. SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:
OFF-SITE AREAS: (1) IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN (10) YEAR STORM WILL NOT OVERTOP THE
BANKS AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR
NO OFFSITE AREAS REQUIRED FOR EXPORT OF MATERIALS ARE ANTICIPATED WITH THE PROJECT. IF EXCAVATED R-2: NOT APPLICABLE.
MATERIAL IS GENERATED, IT SHALL BE DISPOSED OF IN A LAWFUL MANNER AND THE CONTRACTOR SHALL (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS
COORDINATE THE HAUL ROUTE WITH THE CHESTERFIELD COUNTY CIVIL INSPECTOR. ANY OFFSITE AREAS SHALL BE CONTAINED WITHIN THE APPURTENANCES; OR
MS-3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED.
APPROVED AND PERMITTED BY CHESTERFIELD COUNTY PRIOR TO USE. (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A
PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS
UNIFORM, MATURE ENOUGH TO SURVIVE, AND WILL INHIBIT EROSION. TWO (2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT
SOILS:
CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10) YEAR STORM TO INCREASE WHEN
PER NRCS SOILS INFORMATION, THE SOIL FOUND ON-SITE IS 91 (URBAN LAND). RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR
R-3: PERMANENT VEGETATION WILL BE PROVIDED FOR ALL DENUDED AREAS. (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER
CRITICAL AREAS:
MEASURE WHICH IS SATISFACTORY TO THE PLAN-APPROVING AUTHORITY TO PREVENT DOWNSTREAM
NO KNOWN CRITICAL AREAS SUCH AS STEEP SLOPES, CHANNELS, OR UNDERGROUND SPRINGS HAVE BEEN MS-4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO EROSION.
IDENTIFIED WITHIN THE PROPOSED LIMITS OF DISTURBANCE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.
THE APPROPRIATE SAFETY MEASURES AND EROSION CONTROLS DURING THE CONSTRUCTION ACTIVITIES. FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. KNOW WHAT'S BELOW
E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE
EROSION AND SEDIMENT CONTROL MEASURES: ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT.
R-4: INLET PROTECTION IS PROPOSED AT EXISTING INLETS NEAR DISTURBED AREAS AND WILL BE FUNCTIONAL F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN
UNLESS OTHERWISE NOTED ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES It's fast. It's free. It's the law.
BEFORE UPSLOPE LAND DISTURBANCE COMMENCES. APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN
SHALL BE CONSTRUCTED AND MAINTAINED, ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE
SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF THE VESCH SHALL
PERFORMING THE MAINTENANCE.
BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. MS-5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY
SPECIFIC EROSION AND SEDIMENT MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOW: DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A
STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL.
1. SAFETY FENCE - 3.01 - A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION AND R-5: NOT APPLICABLE. THERE ARE NO PROPOSED EARTHEN STRUCTURES.
CONTROL MEASURE. H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT
2. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 - A STABILIZED STONE PAD WITH A FILTER FABRIC MS-6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A
UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION LINE. DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. DETENTION FACILITY.
3. SILT FENCE - 3.05 - A TEMPORARY SEDIMENT BARRIER CONSISTING OF SYNTHETIC FILTER FABRIC STRETCHED A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL,
ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE (3) ACRES. COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT
4. STORM INLET PROTECTION - 3.07 - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A GREATER THAN OR EQUAL TO THREE (3) ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE
STORM DRAIN DROP INLET OR CURB INLET. STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE USED IN ALL ENGINEERING CALCULATIONS.
OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER
5. TEMPORARY SEEDING - 3.31 - THE ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS
TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS
BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS.
SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE AND OTHER WATERS OF THE STATE.
6. PERMANENT SEEDING - 3.32 - ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED ARES BY SEDIMENT BASIN IS UTILIZED. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT
PLANTING SEED TO REDUCE EROSION AND DECREASE SEDIMENT YIELD, IMPROVED WILDLIFE HABITAT, ADDRESSES ANY FLOW
ENHANCE NATURAL BEAUTY AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS R-6: NOT APPLICABLE. THERE ARE NO PROPOSED SEDIMENT TRAPS. RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE
ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE
MATERIALS. PRACTICES ARE DESIGNED TO
MS-7: CUT AND FILL SLOPES SHALL BE ASSIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION.
7. MULCHING - 3.35 - APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL I. DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS;
BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. II. DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE
8. SOIL STABILIZATION BLANKETS & MATTING - 3.36 - THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET)
YEAR, 24- HOUR
OR A SOIL STABILIZATION MAT ON A PREPARED PLANTING AREA OF A STEEP SLOPE, CHANNEL OR SHORELINE.
R-7: NOT APPLICABLE. THERE ARE NO CUT OR FILL SLOPES PROPOSED WITH THESE IMPROVEMENTS. STORM; AND
9. TREE PROTECTION - 3.38 - PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING III. REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR
LAND DISTURBING AND CONSTRUCTION ACTIVITY. STORMS TO A LEVEL THAT
MS-8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN
10. DUST CONTROL - 3.39 - REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD
DEMOLITION AND CONSTRUCTION ACTIVITIES. FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE
BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A
SEQUENCE OF CONSTRUCTION: R-8: CONCENTRATED RUN-OFF IS NOT EXPECTED DURING CONSTRUCTION, ANY CONCENTRATED RUN-OFF GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED
ENCOUNTERED DURING CONSTRUCTION WILL BE CONTAINED WITHIN AN ADEQUATE, CHANNEL, FLUME OR SLOPE CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS
PHASE I DRAIN. FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT
1. THE OWNER SHALL CONTACT THE CITY INSPECTOR AND GIVE A 48 HOUR NOTIFICATION, PRIOR TO ANY EARTH TO § 10.1-562 OR 10.1-570 OF THE ACT.
DISTURBANCE, TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND MS-9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY
DISTURBANCE PERMIT. PROVIDED. REQUIREMENTS OF § 10.1-561 A
2. A CERTIFIED RESPONSIBLE LAND DISTURBER MUST ATTEND THE PRE-CONSTRUCTION MEETING. OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY
R-9: IT IS NOT ANTICIPATED HOWEVER, CONTRACTOR SHALL ENSURE ADEQUATE MEASURES ARE PROVIDED REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND
3. INSTALL INLET PROTECTION ON EXISTING INLETS. SHOULD THIS CONDITION ARISE. ATTENDANT REGULATIONS, UNLESS SUCH LAND DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH
4VAC50-60-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS.
4. INSTALL TREE PROTECTION AS NECESSARY.
N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC50-60-66 OF THE VIRGINIA
MS-10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO STORMWATER
5. INSTALL PERIMETER CONTROLS AS SHOWN BY TEH EROSION AND SEDIMENT CONTROL PLAN.
THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR
OTHERWISE TREATED TO REMOVE SEDIMENT. MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS
PHASE II OF MINIMUM
1. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE STANDARD 19.
MOST RECENT LAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL R-10: INLET PROTECTION IS PROPOSED TO PREVENT UNFILTERED WATER FROM ENTERING THE CONVEYANCE
STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE. SYSTEM.
R-19: SEE SHEET PS-1.1 STORMWATER COMPUTATIONS & NARRATIVE.
2. BEGIN REMOVING THE EXISTING PAVEMENT, CURB AND SURROUNDING DISTURBED AREAS.
MS-11: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL,
3. BEGIN GRADING THE DISTURBED AREAS AND PREPARING SUBGRADES AND SOIL IMPROVEMENTS. ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE
INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
4. INSTALL UTILITIES AS SHOWN ON THE UTILITY PLAN.
5. START CONSTRUCTION OF CURB AND GUTTER, PARKING LOT ISLANDS, AND SIDEWALK. R-11: INLET PROTECTION IS PROPOSED ON NEWLY CONSTRUCTED STORM PIPES TO PREVENT UNFILTERED WATER
FROM ENTERING THE CONVEYANCE SYSTEM.
6. PREPARE SITE FOR PAVING.
7. PAVE SITE IN NECESSARY AREAS. MS-12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE
ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT
8. INSTALL APPROPRIATE PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. POSSIBLE DURING CONSTRUCTION. NON-ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF
9. PERMANENTLY STABILIZED AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
NON-ERODIBLE COVER MATERIALS.
10. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, IF NECESSARY.
11. INSTALL LANDSCAPE PLANTING AS SHOWN IN THE LANDSCAPE PLAN. R-12: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE.
12. OBTAIN CONCURRENCE FROM THE CITY INSPECTOR THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL
CONSTRUCTION HAS BEEN COMPLETED, THEN: MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN A SIX (6)
MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON-ERODIBLE MATERIALS SHALL
A. WITHIN 30 DAYS REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. BE PROVIDED.
B. REMOVE ALL TEMPORARY CONSTRUCTION EQUIPMENT, CONSTRUCTION MATERIALS AND DEBRIS R-13: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE.
FROM THE SITE.
C. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY MEASURES. 28 BLACKWELL PARK LANE, SUITE 201
MS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE
NOTE: THE CONTRACTOR SHALL CONTRACT WITH A GEOTECHNICAL ENGINEER FOR SPECIFIC CONSTRUCTION WATERCOURSES SHALL BE MET. WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
RECOMMENDATIONS REGARDING MATERIALS AND TESTING. Fax: (540) 349-0321
MAINTENANCE PROGRAM: R-14: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. VA@ BohlerEng.com
1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS
SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. MS-15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE
WATERCOURSE IS COMPLETED.
2. STORM DRAIN INLET PROTECTION - THE MEASURE SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAINFALL
AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. R-15: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE.
REMOVED SEDIMENTS SHALL BE DEPOSITED IN A SUITABLE AREA AND SUCH A MANNER THAT IT WILL NOT
ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA MS-16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN
HAS BEEN PROPERLY STABILIZED. ADDITION TO OTHER APPLICABLE CRITERIA:
3. NO AREA SHALL BE LEFT DENUDED FOR A PERIOD LONGER THAN 7 DAYS WITHOUT CONSTRUCTION ACTIVITY. A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
4. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE,
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED
BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS.
SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT
5. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES. FLOWING STREAMS OR OFFSITE PROPERTY.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE
PERMANENT STABILIZATION: EROSION AND PROMOTE STABILIZATION.
PERMANENT STABILIZATION SHALL BE PROVIDED ONCE ALL CONSTRUCTION ACTIVITIES ARE COMPLETE. THE E. RE-STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. EROSION AND
SPECIFICATIONS AND DETAILS FOR THE PERMANENT STABILIZATION ARE INCLUDED ON THIS SHEET. PERMANENT F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
STABILIZATION INCLUDES PERMANENT SEEDING, SODDING, AND MULCHING. THE SITE CONTRACTOR SHALL USE THE SEDIMENT
STABILIZATION METHOD AS DEEMED MOST APPROPRIATE FOR EACH GIVEN PERVIOUS AREA. CONTROL
R-16: CONTRACTOR TO ENSURE THAT STANDARDS ARE MET WHEN RELOCATING UTILITIES.
STORMWATER RUNOFF CONSIDERATIONS: NOTES
SEE SHEET PS-1.1 STORMWATER COMPUTATIONS & NARRATIVE. MS-17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL
CALCULATIONS: BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SD0
THERE ARE NO CALCULATIONS REQUIRED FOR THE PROPOSED EROSION AND SEDIMENT CONTROLS. SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR
OTHER IMPORTANT NOTES: SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED
ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT
1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON SITE AT ALL LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.
TIMES.
2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS R-17: ANY AND ALL MATERIAL OR DEBRIS TRACKED ONTO A PUBLIC OR PRIVATE ROAD SURFACE WILL BE REMOVED
(INCLUDING BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A THOROUGHLY AT THE END OF EACH DAY BY THE CONTRACTOR. SEDIMENT SHALL BE REMOVED FROM ROADS BY
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. THE EXISTING
APPROVING AUTHORITY. ASPHALT ENTRANCE AS SPECIFIED IN THIS SITE PLAN SET WILL BE UTILIZED AS THE SITE CONSTRUCTION
ENTRANCE AND WILL BE MAINTAINED IN ACCORDANCE WITH THIS STATEMENT.
3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES AND
INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION AND
SEDIMENTATION AS DETERMINED BY CHESTERFIELD COUNTY. MS-18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE
4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS
CLEARING AND GRADING. RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.
5. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF
TEMPORARY VEGETATION COVER.
R-18: TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE REMOVED UPON APPROVAL BY THE CITY
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER INSPECTORS AND ANY AREA DISTURBED BY THE REMOVAL WILL BE IMMEDIATELY STABILIZED.
EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE
MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALL TIMES. MS-19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM
SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE
THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. FOLLOWING STANDARDS AND CRITERIA:
A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY
8. PRIOR TO FORECAST OF A LARGE STORM EVENT, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR
MEASURES AND ENSURE THEY ARE FUNCTIONAL. ANY OPEN TRENCHES SHALL BE TEMPORARILY BACKFILLED. THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:55 PM LAST SAVED BY: EVAN.NEWMAN
KNOW WHAT'S BELOW
It's fast. It's free. It's the law.
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@ BohlerEng.com
EROSION AND
SEDIMENT
CONTROL
DETAILS
SD0
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:55 PM LAST SAVED BY: EVAN.NEWMAN
1'-8" CIVIL TO VERIFY STATE/LOCAL
3'-0" PAINT SOLID NOTE: 18"
10 TRUNCATED DOMES PAINTED ACCESSIBILITY 4 12"
C-4.0 (ONLY IF REQUIRED) REQUIREMENTS AND MODIFY SYMBOL C-4.0 SIGNS SHALL BE FABRICATED USING S/F
PAINT SOLID 0.08 NON-ILLUMINATED ALUMINUM WITH 2"X2" SQUARE
LAYOUT TO MATCH SITE
1'-2"
30" VINYL COPY APPLIED TO THE FIRST TUBING WHITE
1'-8"
7 SIDEWALK ACCESSIBLE 24" CONCRETE 17 Circle
SURFACE. 'REFLECTIVE'
8"
3'-0"
3'-0"
C-4.0 RAMP CURB & GUTTER C-4.1 RED Left
Building LETTERS
4"
6 ACCESSIBLE PARKING 'REFLECTIVE' NOTE:
C-4.0 SIGN IN BOLLARD For
24"
BOLLARD 20 VERIFY COLORS WITH LOCAL Turn
18.5"
COLOR
1'-8"
MUNICIPALITY. Drive -Thru FACE:
1'-2"
C-4.1
AWNING
8"
4" 24" Service 3M REFLECTIVE COPY Only
6" DIA. SCH. 80 STEEL
3'R
1'-4"
30"
(#3272 RED)COLOR
3'-0"
1'-8" STOP PIPE BOLLARD PAINTED
6'-0"
OSHA YELLOW FILLED
7' MIN.
10.39' WITH CONCRETE C F
CIRCLE BUILDING FOR DRIVE-THRU SIGN LEFT TURN ONLY SIGN
1'-0" 6'-0" 1'-2" 1'-0" 1'-2" WHITE
30° (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE)
4.5'
'REFLECTIVE'
3'-0"
3'-0"
3"x3" SQUARE COLOR 18"
60° ALUMINUM TUBING, PAINT CONCRETE BLACK 12"
1 DIRECTIONAL ARROW N ' ' DARK BRONZE COLOR 12" AFTER CURING AT
' VA 5.0 AR 5.0 9' WHITE
C-4.0 NOT TO SCALE .0' 'C OR AS REQUIRED BY ASPHALT LOCATIONS
4" 4" 9.0 AL 11 8.0 GREEN 'REFLECTIVE' 'REFLECTIVE'
LOCAL JURISDICTION
20.1'
PIC COLOR
TY ' OR LANDLORD LETTERS
TYPICAL
NOTES: 2 DRIVE-THRU GRAPHICS 4.0
Right
REQUIREMENTS.
1. GENERAL CONTRACTOR SHALL REFER TO 4000 PSI
24"
CHICK-FIL-A PARKING LOT STRIPING C-4.0 NOT TO SCALE BLUE 'REFLECTIVE' Turn FACE:
18.5"
5 COLOR CONCRETE 3M REFLECTIVE COPY
SPECIFICATIONS, SEE DETAIL
7'-0" TO BOTTOM OF LOWEST REQUIRED SIGN
7'-0"
C-4.0 NOTES:
18"
2. CONTRACTOR SHALL USE WHITE Only (#3272 RED)COLOR pedestrian
1. GENERAL CONTRACTOR SHALL REFER TO
REFLECTIVE PAINT ON ASPHALT & YELLOW CHICK-FIL-A PARKING LOT STRIPING 5 crosswalk
REFLECTIVE PAINT ON CONCRETE. 60° PARKING 90° PARKING WHITE 'REFLECTIVE'
SPECIFICATIONS, SEE DETAIL C-4.0
COLOR
2. CONTRACTOR SHALL USE WHITE D G KNOW WHAT'S BELOW
NOTES : 1"R
STOP REFLECTIVE PAINT ON ASPHALT & YELLOW PARKING LOT STRIPING SPECIFICATIONS: BLUE 'REFLECTIVE' RIGHT TURN ONLY SIGN PEDESTRIAN CROSSWALK
BAR REFLECTIVE PAINT ON CONCRETE. COLOR WITH WHITE
1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT VAN (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) It's fast. It's free. It's the law.
6"
STANDARDS: 'REFLECTIVE TEXT'
EXCEED 1:50 IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS ACCESSIBLE
2'-0"
1. ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS. 18" 30"
ISLE IS INSTALLED, IT IS TO BE A VAN SIZE.
1"
2. SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING WHITE 'REFLECTIVE'
8" DIAM. PAINT. REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER FOREIGN COLOR BLACK
LENGTH VARIES 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH
2'-6"
MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR OR PENALTY SIGN WITH 'REFLECTIVE'
APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND
1'-4"
PAINT FULL LANE SURFACE TEMPERATURES ARE BELOW 40°F. COLOR
IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING WORDING AS REQUIRED
WIDTH 3. APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT DO NOT
2'-0"
SHOWN ON THE SITE LAYOUT PLAN. BY STATE OR LOCAL LAW ONE
A300 WHITE OR A303 YELLOW USING EITHER AIRLESS OR CONVENTIONAL LINE 8"Ø CONCRETE
WHITE
30"
10"
24"
5'
STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A GUIDE-ACTUAL BASE
6"
3. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING 2"x2" SQ. TUBING WAY 'REFLECTIVE'
SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF
8"
LOT STRIPING SPECIFICATIONS. LETTERING STYLE TO BE COLOR ENTER
2'-0" (MIN.)
APPLICATION:
4" PAINTED LINE (TYP.) HELVETICA MEDIUM
CENTER "STOP" 1'-2" 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR
3'-0"
1'-10"
IN DRIVE LANE AIRLESS
STRIPING ON ASPHALT PARKING LOTS.
x PRESSURE 1800-2700 PSI A B
4" TYP. 14"R 3
E H
1
5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR x HOSE 4"-8" ID STOP SIGN & STANDARD ACCESSIBLE PARKING SIGN
x TIP 0.015"-0.017" 2'-0" ONE WAY SIGN DO NOT ENTER
PAINTED STRIPING ON CONCRETE PARKING LOTS. MOUNTING POST (MUTCD R 7-8 AND R 7-8P5)
x FILTER 60 MESH (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE)
6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT x REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL (MUTCD R 1-1)
3 STOP LINE GRAPHIC 4 ACCESSIBILITY SYMBOL TO SIDEWALK. VM&P NAPTHA R1K3 (CIVIL TO VERIFY SIGN PANELS
C-4.0 NOT TO SCALE C-4.0 NOT TO SCALE AND COLORS WITH STATE/LOCAL
7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED CONVENTIONAL 6 DIRECTIONAL SIGNAGE
x GUN BLINKS 21 (BLEEDER) OR EQUIVALENT REQUIREMENTS)
WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP.
x FLUID NOZZLE #68 C-4.0 NOT TO SCALE
NOTES: NOTES: x AIR NOZZLE INTERNAL MIX, #709 NOTE:
1. GENERAL CONTRACTOR SHALL REFER TO 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A x ATOMIZATION PRESSURE 45-80 PSI "SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR"
5 x FLUID PRESSURE 40-70 PSI
CHICK-FIL-A PARKING LOT STRIPING 5 PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL
C-4.0 x REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL
SPECIFICATIONS, SEE DETAIL C-4.0 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON
2. CONTRACTOR SHALL USE WHITE ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, VM&P NAPTHA R1K3
REFLECTIVE PAINT ON ASPHALT & YELLOW UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR
REFLECTIVE PAINT ON CONCRETE. IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES x MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION
3. IF STOP SIGN IS PROPOSED, STOP LINE DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATE
BOTH RAMP CURBS TO
GRAPHIC IS NOT R3EQUIRED. OF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON.
BE PAINTED YELLOW, SEE 5
APPLIED AT THIS RATE AT 70 DEGREES F AND 50% RELATIVE
PARKING LOT STRIPING C-4.0
HUMIDITY, PAINT WILL DRY WITH NO TRAFFIC PICKUP AFTER 20
SPECIFICATION
MINUTES.
x GENERAL CONTRACTOR TO RE-STRIPE THE LOT 45 DAYS AFTER EXPANSION JOINT 11
2% CROSS SLOPE 4" THICK CONCRETE
NOTE: OPENING. 11 CONCRETE C-4.0
MAX. SIDEWALK SECTION 1:20 SE VA
INSTALL 1" TOOLED RADIUS ON ALL E C-4.0 SIDEWALK
MAX. 7'
MIN SIT RIES CIVIL TO VERIFY RAMP
RAMP EXPOSED EDGES SIMILAR AS MINIMUM 1% SLOPE .W EP 6" STANDUP CURB OR CURB &
(BEYOND) SHOWN ON CURB DETAIL AWAY FROM BUILDING. ID LAN
TH 5 STANDARD PARKING STALL REQUIREMENTS BY STATE. GUTTER AS APPLICABLE (SEE
MAXIMUM 2% SLOPE IN PROVIDE 5' SQUARE MINIMUM
RETAINING CURB (BEYOND) C-4.0 NOT TO SCALE LANDING AT TOP OF RAMP FOR SITE PLAN)
ALL DIRECTIONS AT LANDSCAPE AREA
CURB CHANGE IN DIRECTION
LANDING.
6"
CONCRETE FLUSH WITH 6" MATCH SIDEWALK WIDTH
4"
CONCRETE MATCH SIDEWALK WIDTH
PAVEMENT 5' MIN. (3' MIN. RAMP) 5' MIN.
12 1' MIN. (3' MIN. RAMP) 1' MIN.
TRANSITION TRANSITION
6"
MP TRANSITION TRANSITION
6"
A 6" 1 RA
11 EXPANSION
1V:10H MAX . C-4.0 JOINT
. 1V:10H MAX
CURB
N CURB
LA
SUBGRADE COMPACTED AS SPECIFIED EP
SIT LIGHT BROOM FINISH
IN GEOTECHNICAL REPORT EE .
, S MIN
4" AGGREGATE R IES 5' MONOLITHIC CONCRETE
BASE COURSE VA ACCESSIBLE RAMP (3000 PSI)
3'x3'
A GUTTER SLOPE SHALL NOT
3'x3'
SECTION A-A
LANDING
EXCEED 5% AT LANDING AREA
LANDING
12 1 * SIDE FLARES TO BE 1:12
WHERE THERE IS NO
MP LANDING AT TOP OF
RA
RAMP.
4" TRUNCATED DOMES 10
. . 6" (ONLY IF REQUIRED) C-4.0 1V:12H MAX. 1V:12H MAX.
AX MIN
0M G S SIDEWALK
1:2 DIN X.
N OR LIGHT BROOM FINISH TRUNCATED DOMES 10
A SIDEWALK GRASS
LA % M DO GRASS (ONLY IF REQUIRED) C-4.0
5' 2 Y 11 EXPANSION JOINT
TR
EN
6' MIN.
24" CONCRETE 17 C-4.0
6' MIN.
AT TRUNCATED DOMES 10
CURB & GUTTER C-4.1
(ONLY IF REQUIRED) C-4.0
24"
BOTH RAMP CURBS TO BE
24"
IF CHANGE IN DIRECTION OR IF LANDSCAPE AREA
RAMP EXCEEDS 30 FEET PAINTED YELLOW, SEE PARKING 5
LOT STRIPING SPECIFICATION C-4.0 CURB CURB
6"
6"
7 SIDEWALK ACCESSIBLE RAMP 10 TRUNCATED DOMES PAVEMENT FLARED SIDES 1V:10H MAX. PAVEMENT FLARED SIDES
C-4.0 (ONLY IF REQUIRED)
C-4.0 NOT TO SCALE GUTTER SLOPE SHALL NOT
EXCEED 5% AT LANDING AREA 9 RETURNED CURB ACCESSIBLE RAMP
C-4.0 NOT TO SCALE
24.625" 8 SPACES OUT TO OUT 8 CURB RAMP w/ FLARED SIDES 8A CURB RAMP w/ SHORT FLARED SIDES 28 BLACKWELL PARK LANE, SUITE 201
@ 3.00" O/C NOM. WARRENTON, VIRGINIA 20186
1.2625" 1.2625" 3.00" 3.00" C-4.0 NOT TO SCALE C-4.0 NOT TO SCALE Phone: (540) 349-4500
Fax: (540) 349-0321
14 DOMES @ 1.670" O/C INTERNAL EMBEDMENT
FLANGE 9 PER TILE 0.625" TYP. VA@ BohlerEng.com
DETAIL-1
1.2625"
SMOOTH TOOLED 1
1 2"CONTRACTION JOINT
FINISH AROUND 2" EXPANSION JOINT
(SEE NOTE #1)
ALL EDGES (TYP) (SEE NOTE #1)
8.0'
8.0"
0.750" TYP.
24.625"
0.1875" DIA. x 0.0625" HIGH NOTES:
SEE PLAN
MICRO-TEXTURE UNDERSIDE
SIDEWALK ELEVATIONS VARY - HOLD
OF TILE EXPANSION JOINT 11
0.625" 0.625" 1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER FLUSH WITH FINISHED FLOOR AT
14 DOMES @ 1.670" O/C
0.625" DIA. HOLES C-4.0
THAN 1:12 AND CROSS SLOPE SHALL BE 2% OR FLATTER. ENTRANCE WAYS. PLANTING AREAS MAY
THROUGH EMBEDMENT EXIST BETWEEN THE BUILDING AND THE 11
FLANGES REFLECTED PLAN BACK-OF-SIDEWALK (SEE SITE PLAN).
2. DETECTABLE WARNING SURFACES SHALL BE C-4.0
1.2625" 1.670" TYP. CONSTRUCTED BY TEXTURING PRODUCTS CONFORMING EXPANSION JOINTS DO NOT APPLY TO
5'-0" (TYP) SIDEWALK SECTION ADJACENT TO 24" CONCRETE 17
PLAN TO PROWAG R304. TRANSITION SLOPES ARE NOT TO HAVE 6.5' MIN. CURB & GUTTER C-4.1 SITE
PLANTING AREAS.
1.2625"
1.2625" 1.670" TYP. 1.670" TYP. 1.2625"
0.20"
DETECTABLE WARNINGS. CONTRACTOR SHALL CONFIRM (SEE SITE PLAN)
0.1875"
LOCAL CODES ARE MET. LIGHT BROOM FINISH DETAILS
(PERPENDICULAR TO TRAVEL BUILDING
NOTICE: ALWAYS ALIGN CURB
PATH) CONCRETE SURFACE PAVEMENT,
3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN AND SIDEWALK JOINTS. SLOPE 1:50 MAX.
AREA INSIDE OF TOOLED EDGE AS SPECIFIED IN
EXISTING CURB, CURB & GUTTER AND/OR SIDEWALK, THE TO CREATE PICTURE FRAME
5" GEOTECHNICAL REPORT
BUILDING FOOTING
1.375"
1.2625"
37 EXISTING CURB & GUTTER SHALL BE REMOVED TO THE EFFECT URETHANE JOINT SEALING 6"x6"x6 GAUGE WELDED
12"
R
0. NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO COMPOUND, "ZIP STRIP" OR
OD 0
WIRE FABRIC SEATED AND
THE EXTENT THAT NO REMAINING SECTION OF CURB OR APPROVED EQUAL. 11 EXPANSION JOINT
0.1875" 0.625" HOLE THROUGH SECURED ON STANDS
0.1875" DIA. VENT P. CURB & GUTTER IS LESS THAN 5' LONG. THE EXISTING 3000 PSI COMPRESSIVE C-4.0
EMBEDMENT FLANGES AS Y
2"
2"
2"
HOLE (ONE PER 6"
Ø0.90"
SHOWN IN REFLECTED PLAN 0 "T SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT 2" STRENGTH CONCRETE 2"
CELL EACH SIDE) 5 BEYOND THE TRANSITION SLOPE WALK AROUND OR TO MIX PER SPECIFICATION.
CENTERED TYP. SECTION A-A .3
2
1
4T
THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK 4" AGGREGATE
90° POINTS X X X X X X X X X X X X BASE COURSE STABILIZED AGGREGATE
4"
4"
IS LESS THAN 5'. BASE COARSE, AS SPECIFIED
1.2625" 1.670" TYP. 0.045" HIGH 1.670" TYP. 1.2625"
0.1875" DIA. VENT FOR PAVEMENT
4. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING
0.20"
HOLE (ONE PER
Ø0.45"
0.250"
.01875"
CELL EACH SIDE) SURFACE COLORS OR MATERIALS THAT PROVIDE THE 1 COMPACTED SUBGRADE AS SPECIFIED
CONTRACTION JOINT
1.670" TYP.
1 4" AGGREGATE 2"
NECESSARY CONTRAST, EITHER DARK-ON-LIGHT, OR DECK-O-FOAM EXPANSION
2" (SEE NOTE #1)
LIGHT-ON-DARK. STANDARD DOME COLOR IS BRICK RED. JOINT FILLER W/ PRE-SCORED BASE COURSE
STRIP OR OTHER CFA APPROVED
5. TRUNCATED DOMES TO BE INSTALLED USING ARMOR TILE MATERIAL
1.375"
CAST IN PLACE DOME TACTILE TILE. PART NUMBER
ADA-2424 OR OTHER EQUIVALENT APPROVED MATERIAL. EXPANSION JOINT CONTRACTION JOINT
3.00" TYP. 3.00" 12 SIDEWALK WITH CURB & GUTTER SECTION
0.1875' 0.625" DIA. HOLE PREFERRED MANUFACTURER ARMOR TILE TACTILE
EMBEDMENT INTERNAL EMBEDMENT NOTE: OPTIONAL C-4.0
3.00" SYSTEMS LANCE MITCHELL(919)622-4615 UNLESS PAVERS NOT TO SCALE
0.0625
FLANGES AS FLANGE @ 3" O/C (SEE SOUND AMPLIFYING 0.09' 0.09'
PLAN FOR ORIENTATION) PLATE ADDED BY NOTE: ARE REQUIRED, CONTRACTOR TO VERIFY THAT CURB 11 TYPICAL CONCRETE SIDEWALK
SHOWN IN
REFLECTED PLAN MANUFACTURER FIELD LEVEL RAMPS MEET LOCAL CODES AND ADA REQUIREMENTS.
0.09' 0.09' MICRO-TEXTURE
C-4.0 NOT TO SCALE ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND
SECTION B-B
41 POINTS PER SQUARE NOTES: ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER
10 TRUNCATED DOMES - CAST IN PLACE DETAIL-1 INCH ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF
1. JOINTS AT 5'-0" O.C. TOOLED 21" WIDE, 1" DEEP OR MAX. D4 DEEP
WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS
C-4.0 NOT TO SCALE AND/OR STRUCTURAL FAILURE.
P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN
ONLY IF REQUIRED BY STATE/LOCAL ORDINANCE VIEW JOINT PATTERN.
(CIVIL ENGINEER TO VERIFY)
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OD0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:55 PM LAST SAVED BY: EVAN.NEWMAN
DETAIL NOT USED
24"
24"
24" CONCRETE 17
CURB & GUTTER C-4.1
20'-0" ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND
12'-0" 10'-0" 10'-0" 12'-0"
ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER ,
2'-0" CHAMFER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF RB
RAMP LANDING LANDING RAMP CU HT 12
ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS ER IG '
AND/OR STRUCTURAL FAILURE. AD HE NOTES:
HE BLE EA
IA AR PA ASP 1. MATERIAL: SOLID POLYETHYLENE
V AR TE VE HA
° RE ME LT 2. WHEEL STOP COLOR: YELLOW
45 NC NT
CO 3. MANUFACTURER - PLASTICS-R-UNIQUE, INC.
6" HEADER CURB 352 MILL STREET
WADSWORTH, OH 44281
CONCRETE
CONTACT - BOBBIE PERTIE
DRIVE-THRU LANE DOW
17 24" CONCRETE CURB 330-334-4820 PHONE
C.J.
C.J.
C.J.
WIN
C.J.
END 24" CURB
12'-8"
& GUTTER 6" HEADER RU 330-334-4720 FAX
C-4.1
2.0%
AND GUTTER FACE OF CURB -TH 4. USE ONLY MANUFACTURER SUPPLIED LAGS AND
CURB
X-SLOPE
1'-0" IVE SPIKES
EL. = -8" FACE OF BUILDING DR CJ
5. PRE-DRILL HOLES THROUGH PARKING SURFACES
EL. = -2" EL. = -2" EL. = -8" 2" (3 4" BIT FOR LAGS AND 3 8" BIT FOR SPACES
0'-6" 12
D (S
'M 6. FILL PRE-DRILLED HOLES WITH HEAVY DUTY
AR CR
LL EE 10 IN. T OS 2% ' CONSTRUCTION ADHESIVE SUCH AS PL400
EL. = -2" EL. = -2" BO CIV ' MIN O F
A
SS 12 DN
EL. = -2" 1'-2" IL . LO
20.1 PL WIT CE
OF PE MP KNOW WHAT'S BELOW
6"Ø BOLLARD 20
AN H
C RA
C-4 FO NO
R CU URB 0"
C-4.1 CJ D IM RB 6'-
EN
, SIO It's fast. It's free. It's the law.
RB 0" NS
CU HT 2" 1'- )
ER IG
AD HE
HE BLE
RIA ' TE
ING VA 10
RE G
ILD CE NC DIN
BU FA CO LAN
EA CJ
AR
13 DRIVE-THRU PLAN TE
RE
ER NC 1'- E
4-21"
C-4.1 NOT TO SCALE AD RB CO 2"
LIN RU
HE CU 6"
6" NT
ER E TH
' E CE DRIV
10 RET
G 7"
NOTE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0' NC DIN OF (3) 8" LAGS FOR CONCRETE PAVEMENT OR 12"
CO LAN
GALVANIZED PLATED SPIKES FOR ASPHALT PAVEMENT
REQUIRED FOR EACH WHEEL STOP. SEE
CJ MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.
C AGGREGATE BASE COURSE
PA ONC
90° VE R SEE NOTE #1.
ME ET
NT E
'
12 UP
MP
RA
14 DRIVE-THRU ISOMETRIC 15 SOLID PLASTIC WHEEL STOP
RADIUS PROTECTION APRON SHALL MEET C-4.1 NOT TO SCALE C-4.1 NOT TO SCALE
THE MINIMUM LENGTH AND WIDTH
DIMENSIONS AS PROVIDED ON THE SITE NOTE: NOTE:
PLAN. 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL WHEEL STOPS ONLY TO BE USED WHEN NO OTHER
2'R
REPORT FOR PAVEMENT SECTION REQUIREMENTS. PRACTICAL OPTION EXISTS
(TYP.)
CONTRACTION JOINTS
AT 5' MAX. SPACING PAVEMENT DIMENSION REFER TO PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED FACE OF CURB UNLESS INDICATED DETAIL NOT USED
90° OTHERWISE OTHERWISE
LIGHT BROOM FINISH 2'-0" 2'-0"
1 1
2"R 2"R
6" 6"
1" 1"
.
MIN
121"R 121"R 1-1/8"
3.0'
1-1/8"
3
6"
6"
4" PER FT.
3
4" PER FT.
13"
12"
12"
7"
6"
PLAN VIEW
#4's @ 12"O.C.
EACH WAY
3"
LIGHT BROOM FINISH
3.0' PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED SPILLING CURB AND GUTTER
11 EXPANSION JOINT OTHERWISE
A B CATCHING CURB AND GUTTER
8"
C-4.0
PAVEMENT DIMENSION REFER TO PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED FACE OF CURB UNLESS INDICATED
EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, OTHERWISE OTHERWISE
UNLESS APPROVED OR INDICATED OTHERWISE
ON PLAN VIEW JOINT PATTERN. 2'-0"
24" CONCRETE CURB 17 2'-0"
& GUTTER C-4.1
3-12 MOUNTABLE DOME CURB
7" 7" (N.T.S.)
6" 6"
1 1
2"R 2"R NOTES
3/4"
121"R 121"R
12"
1. PRE-CUT EXPANSION JOINT MATERIAL SHALL BE USED IN ALL
3/4"
5.0% MAX. EXPANSION JOINTS.
5.0% MAX. 2. DUMMY JOINTS SHALL BE INSTALLED AT 10 ft. INTERVALS,
MAXIMUM.
3. INSTALL EXPANSION JOINTS EVERY 40 ft., MAXIMUM, AT ENDS
OF RADIUS, AND A MINIMUM OF 5 ft. FROM INLET STRUCTURES.
7 1/2"
6"
4. BREAK AS NEEDED TO ENSURE POSITIVE DRAINAGE
5. CONCRETE TO BE 5,000 P.S.I. 6. MOUNTABLE CURB TO BE
LIGHT BROOM FINISH PAINTED YELLOW.
SEE GEOTECHNICAL REPORT FOR THICKNESS OF LIGHT BROOM FINISH
AGGREGATE UNDERNEATH PAVEMENT AND CURB
CONCRETE FOR RADIUS PROTECTION SUBBASE PREPARED AND COMPACTED TO A MINIMUM AND GUTTER
SHALL HAVE A MINIMUM COMPRESSIVE DENSITY OF 95% MODIFIED PROCTOR OR AS
STRENGTH OF 3000 P.S.I. AT 28 DAYS. SPECIFIED BY A GEOTECHNICAL ENGINEER C DEPRESSED SPILLING CURB AND GUTTER D DEPRESSED CATCHING CURB AND GUTTER
SEE NOTE #1 AT CONTRACTOR'S OPTION THE GUTTER THICKNESS
CONCRETE FOR CURBING SHALL HAVE CONSTRUCTION STAKING FOR CURBING
CROSS SECTION A MINIMUM COMPRESSIVE STRENGTH INSTALLATION SHALL BE REFERENCED MAY BE INCREASED AT THE EDGE OF PAVEMENT TO
OF 3000 P.S.I. AT 28 DAYS. (CUT OR FILL) TO THE TOP OF CURB MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING ROLLOVER/MOUNTABLE CURB
OF BASE COURSE.
18
C-4.1 NOT TO SCALE
CONTRACTION JOINTS AT 10'-0" O.C. TOOLED 1/4" (±1/16",-0) WIDE, 1" OR MAX. D/4 DEEP WHICHEVER
LANDSCAPE & IRRIGATION PROTECTOR 28 BLACKWELL PARK LANE, SUITE 201
16 IS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P.C.'s, UNLESS APPROVED OR INDICATED NOTES:
WARRENTON, VIRGINIA 20186
C-4.1 NOT TO SCALE OTHERWISE ON PLAN VIEW JOINT PATTERN. 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT Phone: (540) 349-4500
FOR PAVEMENT SECTION REQUIREMENTS. Fax: (540) 349-0321
24" CONCRETE CURB & GUTTER 2. EXPANSION JOINT FILLER SHALL BE FLEXIBLE, LIGHTWEIGHT, VA@ BohlerEng.com
NOTE: 17 NON-STAINING, POLYETHYLENE, CLOSED-CELL EXPANSION JOINT
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL NOT TO SCALE
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
C-4.1
2'-0"
2'-0" REFUSE ENCLOSURE PLAN GENERAL NOTES: TYP.
TYP. 2'-0"
1. SEE SITE PLAN FOR LAYOUT OF CONCRETE LOADING
2'-0"
TYP. TROWELED, ROUNDED
TYP.
2'-0"
PAD.
TYP.
CONCRETE
2'-0"
2. SEE GRADING PLAN FOR ELEVATIONS ON DUMPSTER
EQUAL
PAD AND DRAINAGE OF INTERIOR TRASH ENCLOSURE. 6" THICK 4000 PSI CONCRETE SAW JOINT
EQUAL
SAW JOINT APPROACH PAD WITH #3's @ 6"° STEEL PIPE
EQUAL
3. PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY 12" ON CENTER EACH WAY (SCHEDULE 80) FILLED
FROM DUMPSTER. WITH CONCRETE
4. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS 6" THICK 4000 PSI CONCRETE PAINT BOLLARD WITH DARK
6" THICK 4000 PSI CONCRETE ON TRASH ENCLOSURE APPROACH PAD WITH #3's @ BRONZE TONE EXTERIOR
35'-0"
APPROACH PAD WITH #3's @
EQUAL
12" ON CENTER EACH WAY ENAMEL PAINT AT DRIVE THRU.
35'-0"
5. GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE
EQUAL
12" ON CENTER EACH WAY PAINT BOLLARD WITH BRONZE SITE
35'-0"
PINS IN BOTH THE OPEN AND CLOSED POSITION.
COLOR AT ALL OTHER
EQUAL
SAW JOINT
LOCATIONS. DETAILS
SAW JOINT
SAW JOINT
12' 3 1/2" 9" 12' 3 1/2" 8'-0" ANCHOR STEEL PIPE IN CONCRETE FOOTING,
12' 3 1/2" 9" 12' 3 1/2" 8'-0" 0'-0" TOP OF 2'-0" DIAMETER x 2'-6" DEPTH EXPANSION JOINT 11
6"
3'-0" UNLESS NOTED OTHERWISE
GATE POSTS 3" C-4.0 OD 0
8"
SLAB
6"
3" 521" 521" 3"
GATE POSTS 8"
8"
3" FOUNDATION
EQUAL
1:12
12'-1021" 12'-1021"
6'-3"
RAMP
FOUNDATION RE: CIVIL 2'-0"
RE: CIVIL 2'-0" 2'-0"
TYP. ASPHALT PAVEMENT CONCRETE PAVEMENT/
2'-0" TYP.
TYP. 8" APPLICATIONS SLAB APPLICATIONS
TYP. EDGE OF FOOTING 8"
8" +6" TOP 8"
EDGE OF FOOTING 8" 0'-6" BELOW 8"
BELOW 8" +6" TOP 8" TOP OF OF SLAB
8'-8"
SAW CUT
RE: CIVIL
8"
10'-0"
10'-0"
9"
OF SLAB
8'-8"
SAW CUT
RE: CIVIL
8" SLAB
TYP.
2'-0"
TYP.
10'-0"
10'-0"
8"
9"
PIPE BOLLARDS EMBED
TYP.
2'-0"
TYP.
8"
PIPE BOLLARDS EMBED BOLLARDS IN 18" DIA. x
10'-0"
BOLLARDS IN 18" DIA. x
1'-0"
BLOCK LEDGE 3'-6" CONCRETE FILLED
3'-6" CONCRETE FILLED HOLE
HOLE 13'-4" 8"
8"
13'-4" 8"
2'-6"
0'-6"
8"
EDGE OF SPREAD
8"
3'-9" 4'-0" 9'-2" 4'-0" 4'-5"
8"
3'-9" 4'-0" 9'-2" 4'-0" 4'-5" FOOTING TOP OF
8" 6'-8" 8" 8" 25'-4" 8" 6'-8" 8"
SLAB
8" 25'-4" 8" 6'-8" 8"
34'-0"
IF INTERIOR DRAIN IS NOT
6"
34'-0" EQ 4'-0" EQ
REQUIRED, OMIT 8" BLOCK WIDTH CONNECT FLOOR DRAIN TO STORM DRAIN
10'-0"
TYP TYP TYP SYSTEM, PER LOCAL REQUIREMENTS
AT FLOOR LEVEL BOTH SIDES, IF INTERIOR DRAIN IS NOT
IF INTERIOR DRAIN IS NOT FOR DRAINAGE OUTSIDE OF REQUIRED, OMIT 8" BLOCK
NOTES:
REQUIRED, OMIT 8" BLOCK DUMPSTER AREA. WIDTH AT FLOOR LEVEL, BOTH
NOTES: 1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH
WIDTH AT FLOOR LEVEL, BOTH SIDES, FOR DRAINAGE OUTSIDE
1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH 8" STRUCTURAL ENGINEER.
SIDES, FOR DRAINAGE OUTSIDE OF DUMPSTER AREA.
STRUCTURAL ENGINEER. 13' 13' 8"
OF DUMPSTER AREA. 2'-0"
34'-0" 2. RE: CIVIL FOR DRAINAGE.
2. RE: CIVIL FOR DRAINAGE.
19 SCREENED REFUSE ENCLOSURE FOUNDATION PLAN 19 REFUSE ENCLOSURE FOUNDATION PLAN (ALT) 19 REFUSE ENCLOSURE ALTERNATE DRAINAGE PLAN 20 CONCRETE BOLLARD
C-4.1 NOT TO SCALE C-4.1 NOT TO SCALE C-4.1 NOT TO SCALE C-4.1 NOT TO SCALE
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OD0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:55 PM LAST SAVED BY: EVAN.NEWMAN NOTE: BOLLARD HEIGHT SHALL BE 5'-0" AT DRIVE-THRU WINDOW
EXTEND BASE 6" BEYOND FOR
APPLICATIONS WITHOUT CURB & JOINT SEALANT SAWCUT EXISTING ASPHALT
GUTTER, SIDEWALKS, BUILDINGS (AC-20, OR EQUIVALENT) FULL DEPTH FOR CLEAN
4000 PSI COMPRESSIVE
TACK COAT OR OTHER STRUCTURES. CONSTRUCTION JOINT
STRENGTH CONCRETE
(APPLICATION RATE PER LOCAL
D.O.T. SPECIFICATIONS) ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND
ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER
1 ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF
1.5" THICK ASPHALTIC 4" WIDE SAWED OR PREMOLDED JOINT, 12' MAX.
CONCRETE SURFACE COURSE 2.5" THICK ASPHALTIC SPACING, SEAL JOINTS WITH POLYURETHANE ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS
CONCRETE BINDER COURSE SEALANT TO WITHIN 41" FROM TOP.
AND/OR STRUCTURAL FAILURE.
4
D
D
PROPOSED EXISTING 4000 PSI COMPRESSIVE
ASPHALT PAVEMENT ASPHALT PAVEMENT STRENGTH CONCRETE
ASPHALT PAVEMENT
AND BASE COURSE
BUTT JOINT #3 @ 12" ON CENTER
23A EACH WAY
IF PRESENT ON-SITE, UNSUITABLE SUBGRADE SEE PLAN FOR SLAB SUBBASE C-4.2 NOT TO SCALE
MATERIAL SHALL BE REPLACED WITH SUITABLE THICKNESS SEE NOTE #1
MATERIAL AS SPECIFIED IN THE GEOTECHNICAL 4000 PSI COMPRESSIVE
SUBBASE
REPORT.
6"
STRENGTH CONCRETE
MIN.
SEE NOTE #1 PAVEMENT
6" THICK AGGREGATE TRANSVERSE AND LONGITUDINAL SEE PLAN FOR SLAB THICKNESS
10" MIN
DOWELED CONSTRUCTION JOINT SEE NOTE #1
BASE COURSE THICKNESS
2"
22 CONTRACTION JOINT
C-4.2 NOT TO SCALE
D
KNOW WHAT'S BELOW
NOTE:
21 TYPICAL PAVEMENT SECTION 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL PROPOSED PAVING EXISTING PAVING 6" SUBBASE
REPORT FOR PAVEMENT SECTION REQUIREMENTS. 12" 9" SEE NOTE #1
C-4.2 NOT TO SCALE It's fast. It's free. It's the law.
NOTE:
6" AGGREGATE BASE COURSE
1. GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC
SUBBASE SEE NOTE #1.
GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND
SEE NOTE #1 #4 REBAR FOR CONTINUOUS
SUBGRADE SECTION REQUIREMENTS.
3 REINFORCEMENT OF THICKENED
2. MINIMUM PAVEMENT THICKNESS SHOULD BE 6" GRADED 4"GRADE A36 STEEL DOWEL 14"
AGGREGATE BASE, 2.5"ASPHALT PAVEMENT BINDER & 1.5" LENGTH, 12" O.C. SPACING, EDGE
ASPHALT PAVEMENT SURFACE COURSE TACK COAT. GREASE OR SLEEVE ONE END
24 CONCRETE APRON @ TRASH ENCLOSURE
C-4.2 NOT TO SCALE
ASPHALT PAVEMENT
REQUIRED AT ALL JUNCTIONS WITH CONCRETE
TRANSVERSE AND LONGITUDINAL NOTE:
AND BASE COURSE
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
23 DOWELED CONSTRUCTION JOINT REPORT FOR PAVEMENT SECTION REQUIREMENTS.
C-4.2 NOT TO SCALE
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
10" MIN
PAVEMENT REPORT FOR PAVEMENT SECTION REQUIREMENTS.
THICKNESS
SEE NOTE #1
DETAIL NOT USED
12"
21A PAVEMENT EDGE DETAIL
C-4.2 NOT TO SCALE PAINT HANDRAIL
DARK BRONZE "A"
NOTE: 1'-0"
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL 30" MAX. RISE BEFORE A 5'-0" LONG INTERMEDIATE RAMPS SECTION 405
REPORT FOR PAVEMENT SECTION REQUIREMENTS. LANDING IS REQUIRED HANDRAIL
1'-0" 36" CLEAR *
"ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN
(MIN)
1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH 4.8"
34"-38"
"B" * "THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP."
* "THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 36"."
27" MAX.
4000 PSI COMPRESSIVE 60" MIN
* MAXIMUM SLOPE FOR A RAMP SHALL BE 1:12. RISE FOR ANY RAMP RUN
34"-38"
< 4"
STRENGTH CONCRETE LANDING
SHALL 30" MAXIMUM.
MIX PER SPECIFICATION.
6"x6"x6 GAUGE WELDED
27" MAX.
WIRE FABRIC SEATED AND
RISE
SECURED ON STANDS SECTION 405.7
2"
LANDINGS
12"
* LEVEL LANDINGS WILL BE PROVIDED AT TOP AND BOTTOM OF EACH
HORIZONTAL PROJECTION 60" MINIMUM LANDING RAMP. LANDING LENGTH SHALL BE MIN. 60" AND BE AS WIDE AS RAMP
X X X X HANDRAIL SET PIPE IN
(RUN) MIN. 36".
6"
CONC.
ELEVATION FOOTING * IF RAMP CHANGES DIRECTION LANDING WILL BE MIN. 60"x60"
* "IF A DOORWAY IS LOCATED AT A LANDING, THEN THE AREA IN FRONT
OR THE DOORWAY SHALL COMPLY WITH 404.2.4 AND 404.3.2
141"Ø TO 121"Ø
VERIFY
HANDRAILS SECTION 505
* "IF A RAMP HAS A SLOPE GREATER THAN 5% AND A RISE GREATER
1'-0"
THAN 6" OR A HORIZONTAL PROJECTION GREATER THAN 72", THEN IT
4" AGGREGATE BASE COURSE SHALL HAVE HANDRAILS ON BOTH SIDES"
A.F.F.
34"-38"
RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH HANDRAIL
SEE NOTE #1. SECTION 405 & 505 OF THE 2010 ADA STANDARDS FOR * HANDRAIL WILL BE CONSTRUCTED OF WELDED STEEL PIPE - GRIND
3"
SUBBASE
MIN
SEE NOTE #1 ACCESSIBLE DESIGN. SMOOTH AND PAINT TO MATCH DARK BRONZE.
DETAIL "A"
CROSS SLOPE SECTION 405.3
8" SQUARE * THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN
25 CONCRETE PAVING DRIVE-THRU LANE 27 TYPICAL ADA RAMP AND HANDRAIL 1:50.
* NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE
C-4.2 NOT TO SCALE C-4.2 NOT TO SCALE DETAIL "B" EXCEED 1:50.
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL NOTE:
REPORT FOR PAVEMENT SECTION REQUIREMENTS. 1. USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITH NOTE: VERIFY ALL STATE AND LOCAL
DARK BRONZE POWDER COAT FINISH
26 TYPICAL GUARDRAIL REQUIREMENTS FOR RAMPS
C-6 NOT TO SCALE
AND HANDRAILS.
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@ BohlerEng.com
THESE DETAILS APPLY TO CONCRETE PAVED LOTS
SAWCUT FULL
DEPTH & CURB
& GUTTER
CONTRACTOR TO SAW CUT, REMOVE 9"-15"
VERTICAL SAW CUT URETHANE AND REPLACE 2' OF EX. ASPHALT
3 JOINT SEALING COMPOUND 4:1 SLOPE
8" WIDE (MIN.) PAVEMENT TO CONSTRUCT KEY JOINT.
(TOP 41" NO SEALING COMPOUND) 24" LUBRICATED NO. 8 SMOOTH
24" LUBRICATED SMOOTH NO. 8 DOWEL BAR DOWEL
EXISTING ASPHALT VERTICAL SAW
PAVEMENT AND TOP 41" NO SEALING URETHANE JOINT
COMPOUND CUT 38" (MIN.) SEALING COMPOUND
BASE COURSE
PROPOSED URETHANE JOINT
DEPTH
5" TYPICAL (SEE GEOTECH
REPORT FOR
RECOMMENDATIONS
DEPTH
5" TYPICAL (SEE GEOTECH
REPORT FOR
RECOMMENDATIONS
SEALING COMPOUND
1
2
5" TYPICAL (SEE GEOTECH
REPORT FOR
RECOMMENDATIONS
CONCRETE PAVING
DEPTH
1
2
5" TYPICAL (SEE GEOTECH
REPORT FOR
RECOMMENDATIONS
1
2
T
4
141" MIN.
1
4T
1
4T
2" (MIN.) CLEARANCE
X X X X X X
PROPOSED EXISTING
0.1 SITE
PAVING PAVING
DETAILS
1'-3" MIN. #3 BARS ON 16" DOWEL SLEEVE (CLOSED END) TO
ON CENTER EACH WAY FIT DOWEL AND BE SECURED.
2' DOWEL SPACED ON TWO (2) TO BE INSTALLED 1'-0" C.C.
REMOVAL #3 BARS ON 16" FOOT CENTER TO CENTER, 1
SAWCUT LINE 2"DECK-O-FOAM EXPANSION JOINT
ZONE ON CENTER EACH WAY 6 INCHES OFF TIE BARS.
OD 0
LUBRICATE EPOXY FILLER W/ PRE-SCORED STRIP OR LUBRICATE THIS END
#3 BARS ON 18" CTRS. BOTH SUBBASE
OTHER CFA APPROVED MATERIAL
WAYS SEE NOTE #1
NOTES: NOTES: NOTES:
1. JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT
AN EXPANSION JOINT. THICKNESS. THICKNESS.
2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF
LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION.
3. DOWEL BARS SHALL BE DRILLED & EPOXIED INTO PAVEMENT HORIZONTALLY 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF
BY USE OF MECHANICAL EQUIP. A MECHANICAL EQUIPMENT.
4. PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 4. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET
CONCRETE NOT ACCEPTABLE.
5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT)
28 CONTRACTION JOINT 29 KEYED CONSTRUCTION JOINT 30 LONGITUDINAL BUTT JOINT
C-4.2 NOT TO SCALE C-4.2 NOT TO SCALE C-4.2 NOT TO SCALE
NOTE:
31 EXPANSION JOINT
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL C-4.2 NOT TO SCALE
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OD0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:55 PM LAST SAVED BY: EVAN.NEWMAN
CANOPY ABOVE
MENU BOARD
MICROPHONE
3' CLEAR PERIMETER, FREE
PAINT SOLID PAINT SOLID FROM REBAR, WIRE SCREEN,
RESUME TYP. 12' RESUME TYP. REINFORCING BARS, ELECTRIC
CJ PATTERN CJ PATTERN CABLE OR METAL OBJECTS. SPEAKER
1.5'
1.5'
CONCRETE SLAB
8'-0" POURED WITH ISLAND
7
6"
5'
5'
2
3'
6'
1
3'-0"
12 - 18" 6
2
4
2.5'
2.5'
4
3' LOOP
12"
7.5'
1.5 x 5 FEET 1 3
6" PIPE BOLLARD 20 5
FILLED w. CONCRETE
PAINTED DARK BRONZE C-4.1
3'
5 2
MULTI-LANE SPLIT MULTI-LANE MERGE EXTEND CJ PAINT 2" TOP OF
THROUGH CURB CURB YELLOW 9' - 9.5'
KNOW WHAT'S BELOW
(TYP.) NE
MENU BOARD LA ING
RU AV
It's fast. It's free. It's the law.
TH E P
CJ = CONTRACTION JOINT E
RIV RET
EJ = EXPANSION JOINT D NC
32 MULTI-LANE DIRECTIONAL GRAPHICS ISLAND CURB PLAN CO
C-4.3 NOT TO SCALE
NOTES:
PLAN VIEW
1. GENERAL CONTRACTOR SHALL REFER TO
6"
CHICK-FIL-A PARKING LOT STRIPING
SPECIFICATIONS, SEE DETAIL
5
2. CONTRACTOR SHALL USE WHITE C-4.0
REFLECTIVE PAINT ON ASPHALT & YELLOW ISOMETRIC VIEW
REFLECTIVE PAINT ON CONCRETE.
MENU BOARD
PAINT FACE OF
CURB YELLOW
PARTS LIST
8" WHITE
DRIVE THRU LANE 2" CLEAR BETWEEN
CONCRETE PAVING LOOP AND SURFACE 1 PREFAB (FOLDED) LOOP (1.5' x 5')
4" WHITE CONDUIT FROM 2 1/2" PVC COUPLING
BUILDING
3 1/2" PVC SLEEVE COUPLING
4 1/2" PVC TUBING (3' LENGTH)
3' 5 1/2" PVC CORNER FITTING
5'
°
60
6 1/2" PVC 90° ELBOW
ISLAND CURB ELEVATION VEHICLE LOOP LOOP 7 1/2" PVC TUBING (2' LENGTH)
DETECTOR SUPPORT
MENU BOARD
FOUNDATION
33 CROSSWALK DETAIL 34 DRIVE THRU ORDER POINT ISLAND CURB
C-4.3 NOT TO SCALE C-4.3 NOT TO SCALE
SECTION VIEW
NOTES:
1. REFER TO PARKING LOT STRIPING SPECIFICATION 5 35 MENU BOARD LOOP DETECTION SYSTEM
C-4.0 C-4.3 NOT TO SCALE
2. CROSSWALK ALONG AN ACCESSIBLE ROUTE SHALL
MAINTAIN A CROSS SLOPE OF 2% MAX AND A NOTES:
RUNNING SLOPE OF 5% MAX. 1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION
LOOP MANUFACTURED BY MH ELECTRONICS, INC.
2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR
INSTALLATION.
3'-0"
TRANSITION
BLDG. LINE TYP. ALL
AROUND
ASPHALT PAVEMENT
CLEAN OUT AND COVER,
4" THICK CONCRETE PAD P-15, PRIME AND PAINT FLUSH
FLAT BLACK.
5"x 6" DOWNSPOUT
OPTION "B" - SMALLER BUILDINGS
ASPHALT PAVING
SECTION. SEE AGGREGATE BASE
11 COURSE
1/2" EXPANSION JOINT MATERIAL 6" SCHEDULE 40 PVC WITH
C-4.0
WIRE SCREEN FOR RODENTS-SEE DETAIL THIS SHEET
6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND
SECURED ON STANDS
EXTERIOR
2" MAXIMUM WIRE SCREEN
PIPING IS FREE OF C.O.
COVER SUCH THAT FOR RODENTS
MATCH SIDEWALK SECTION FOR LOADING IS NOT
CONCRETE (4" MIN.) TRANSMITTED TO PIPING. TYPICAL SECTION AT MANHOLE
PCC SIDEWALK IF
REQUIRED
SANITARY SEE NOTE #1
COMBINATION, TYP. 1% MINIMUM SLOPE 3'-0"
TRANSITION FLUSH
28 BLACKWELL PARK LANE, SUITE 201
TYP. ALL
c ASPHALT PAVEMENT WARRENTON, VIRGINIA 20186
AROUND Phone: (540) 349-4500
l Fax: (540) 349-0321
VA@ BohlerEng.com
SEE NOTE #2
45° BEND STORM SEWER PIPE (SIZE VARIES)
(SCH 40 PVC) SEE GRADING PLAN FOR LOCATION
TO WITHIN 5' FROM BUILDING, REMAINDER AGGREGATE BASE
TO BUILDING & HOOKUP IS TENANT RESPONSIBILITY COURSE
NON-WOVEN
FILTER FABRIC
38 BUILDING DOWNSPOUT CONNECTION DETAIL WASHED STONE
ALL AROUND
C-4.3 NOT TO SCALE 1" DIA. WEEPHOLE
NOTES: (4 REQ'D.)
SEE FDN. PLAN FOR WALL REINF.
1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE
SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2)
FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR TYPICAL SECTION AT INLET/CATCH BASIN
ALLOWABLE PIPE TYPES.
2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY
TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE.
3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE 39 TYPICAL SECTION AT INLET/CATCH BASIN DETAIL SITE
MIRAFI 140N DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK
NON-WOVEN FILTER CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING C-4.3 NOT TO SCALE DETAILS
FABRIC OR EQUAL THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE
RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN.
WASHED STONE
1" DIA. WEEPHOLE (4 REQ'D.) OD 0
(3 REQ'D. AT CURB INLETS)
NOTE:
REQUIRED AT ALL STORM
SEWER STRUCTURES
PRE-CAST CATCH BASIN PER
D.O.T. HEAVY DUTY TRAFFIC ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND
ENTRY DOOR FROST SLAB DETAIL RATING. ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER
36 CONFORMING TO ASTM C478 ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF
C-4.3 NOT TO SCALE ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS
AND/OR STRUCTURAL FAILURE.
40 STORM WEEP HOLE DETAIL
C-4.3 NOT TO SCALE
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OD0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:55 PM LAST SAVED BY: EVAN.NEWMAN
UTILITY PLAN DESIGN NOTES & KEY PLAN
THE CONTRACTOR SHALL PROVIDE THE NECESSARY FITTINGS TO CONNECT THE NEW SERVICE
LINE EXTENSION TO THE EXISTING SEWER STUB. THE CONTRACTOR SHALL VERIFY SIZE,
LOCATION, MATERIAL AND INVERT ELEVATION PRIOR TO INSTALLING ANY SEWER FACILITIES.
MINOR ADJUSTMENTS TO THE NEW SERVICE LINE INVERT ELEVATION MAY BE NECESSARY
DEPENDING UPON FIELD MEASUREMENTS.
CAUTION/WARNING
THE CONTRACTOR SHALL USE EXTREME CAUTION TO PROPERLY SHEET, SHORE, AND
DEWATER EXCAVATION TO COMPLETE THE CONNECTION IN A SAFE MANNER, AND WITHOUT
DAMAGE OR SETTLEMENT TO EXISTING FACILITIES, ROAD OR SHOPPING CENTER DRIVE.
PROVIDE THE NECESSARY TRAFFIC CONTROL MEASURES TO PREVENT TRAFFIC FROM
DRIVING TO CLOSE TO THE EXCAVATIONS AND OTHER RELATED WORK AREAS.
INSTALL CLEANOUT. USE TRAFFIC RATED CLEANOUT IN ALL PAVEMENT AREAS AS
REQUIRED.
NOT USED EX. WATER METER FOR DOMESTIC WATER SUPPLY
CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING METER. CONTRACTOR SHALL
COORDINATE WITH THE CITY OF CHARLOTTESVILLE FOR INSTALLATION OF WATER SERVICE TAP,
WATER METER, AND METER BOX. CONTRACTOR'S BID PRICE SHALL INCLUDE THE COST OF THE
WORK PERFORMED BY THE CITY (INCLUDING TAP FEES). TAPS SHALL BE MADE INITIALLY IN KNOW WHAT'S BELOW
CONTRACTOR'S NAME AND TRANSFERRED AT PROJECT COMPLETION.
DOMESTIC WATER LINE SHALL BE TYPE K COPPER.
It's fast. It's free. It's the law.
EX. WATER METER FOR IRRIGATION WATER SUPPLY. CONTRACTOR TO VERIFY LOCATION
NOT USED AND CONDITION OF EXISTING METER. ON-SITE IRRIGATION LINES AND MATERIALS SHALL BE
INSTALLED BY THE IRRIGATION CONTRACTOR AS INDICATED ON THE IRRIGATION PLAN.
1.5" BACKFLOW PREVENTER FOR DOMESTIC WATER SERVICE.
THE CONTRACTOR SHALL INSTALL A BACKFLOW PREVENTER (FEBCO, WATTS, OR APPROVED
EQUAL) FOR EACH WATER SERVICE LINE AS INDICATED ON THE DRAWINGS. INSTALLATION SHALL
INCLUDE BOX OR VAULT, AS APPLICABLE. THE CONTRACTOR SHALL COORDINATE WITH THE CITY
OF CHARLOTTESVILLE PUBLIC UTILITIES DEPARTMENT FOR INSPECTION, TESTING, AND
CERTIFICATION OF ALL BACKFLOW PREVENTORS. ALL BACKFLOW DEVICES SHALL BE INSTALLED
IN ACCORDANCE WITH THE CITY STANDARDS/SPECIFICATIONS. CONTRACTORS BID PRICE SHALL
INCLUDE ALL COSTS ASSOCIATED WITH DEVICE INSTALLATION, INSPECTION , TESTING,
CERTIFICATION, ETC., TO INCLUDE ANY FEES REQUIRED BY THE CITY.
NOT USED 1" BACKFLOW PREVENTER FOR IRRIGATION WATER SERVICE. (SEE NOTE #5 ABOVE).
GREASE TRAP TO BE INSTALLED BY SITE UTILITY CONTRACTOR. COORDINATE
INSTALLATION WITH BUILDING CONTRACTOR AND ARCHITECTURAL PLUMBING PLANS.
CONNECT RESTROOM SERVICE LINE DOWNSTREAM OF GREASE TRAP OUTLET SIDE AT
INVERT ELEVATION INDICATED. COORDINATE TOP ELEVATION OF GREASE TRAP WITH
DRIVEWAY PAVEMENT ELEVATION.
4" SEWER SERVICE LINE AND CLEANOUT FROM RESTROOM FACILITIES TO BE INSTALLED BY
SITE UTILITY CONTRACTOR. COORDINATE INSTALLATION WITH BUILDING CONTRACTOR AND
ARCHITECTURAL PLUMBING PLANS. SERVICE LINE SHALL BY-PASS GREASE TRAP AND CONNECT
BEYOND THE OUTLET SIDE.
3" VENT LINE TO BE INSTALLED BY SITE UTILITY CONTRACTOR. SEE ARCHITECT PLUMBING PLANS.
TELEPHONE SERVICE CONNECTION LOCATION AT BUILDING. COORDINATE WITH BUILDING
CONTRACTOR AND ARCHITECTURAL PLANS.
1-1/2" DOMESTIC WATER SERVICE LINE CONNECTION LOCATION AT BUILDING. SITE
UTILITY CONTRACTOR SHALL INSTALL DOMESTIC WATER SERVICE LINE FROM THE
EXISTING WATER MAIN TO THE MAIN BUILDING CUTOFF VALVE . (SEE ARCHITECT
PLUMBING PLAN).
4" KITCHEN WASTE LINE. INSTALL CLEANOUT APPROXIMATELY 6' FROM FACE OF BUILDING.
COORDINATE WITH BUILDING CONTRACTOR AND ARCHITECTURAL PLUMBING PLANS.
GAS SERVICE LINE AND METER INSTALLATION LOCATION. SEE ARCHITECTS PLUMBING PLANS
FOR SIZE REQUIREMENTS AND EXACT CONNECTION LOCATION. COORDINATE WITH GAS
COMPANY FOR GAS SERVICE LINE INSTALLATION.
ELECTRICAL SERVICE LINE CONNECTION AT BUILDING. CONTRACTOR SHALL INSTALL 4"
DIAMETER SCHD 40 PVC CONDUIT WITH PULL WIRE FROM EXISTING ELECTRICAL FACILITIES
WITHIN THE RIGHT-OF-WAY TO THE TRANSFORMER & ELECTRICAL PULL BOX LOCATED BEHIND
THE CHICK-FIL-A SERVICE AREA. COORDINATE CROSSING OF CONDUIT WITH OTHER UTILITIES.
CONDUIT SHALL BE BURIED A MINIMUM OF 36" BELOW FINISHED GRADE. ABRUPT BENDS SHALL
NOT BE ALLOWED, USE LONG SWEEP ELBOWS AND OTHER NECESSARY FITTINGS TO PROVIDE
GRADUAL CHANGES IN DIRECTION. ELECTRIC SERVICE INSTALLATION TO BE COORDINATED
WITH LOCAL ELECTRIC COMPANY.
NOT USED 4" DIP WATER LINE FOR SPRINKLER SYSTEM.
6" PVC SCH 40 SANITARY SERVICE LINE.
INSTALL 2" SCH 40 PVC CONDUIT WITH PULL WIRE AND PULL BOX FOR TELEPHONE SERVICE LINE
NOT USED
INSTALLATION. USE LONG SWEEP RADIUS AT 90° AND 45° BENDS TO AVOID ABRUPT CHANGES IN
DIRECTION. COORDINATE WITH TELEPHONE COMPANY FOR SPECIFIC LOCATION OF CONDUIT AT
THE EXISTING PEDESTAL.
3/4" C.W. TO DUMPSTER POST HYDRANT. SEE ARCHITECTS PLUMBING PLANS
NOT USED 1 EACH - 4" DIAMETER, SCHEDULE 40 PVC CONDUIT, TYPICAL. SEE BLANK CONDUIT
INSTALLATION NOTE.
EX. TRANSFORMER.
NOT USED 1-1/2" CORPORATION STOP. 28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
NOT USED 4" SPRINKLER LINE LOCATION AT BUILDING. Phone: (540) 349-4500
Fax: (540) 349-0321
CONTRACTOR TO INSTALL CANOPY DRAIN AT 2.00% MIN. SLOPE. VA@ BohlerEng.com
NOT USED SEE ARCH. PLAN FOR DOWNSPOUT DETAILS
CANOPY DOWNSPOUT TO SPILL ON GRADE.
UTILITY NOTES:
1. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY
UTILITIES, THE CONTRACTOR SHALL HAND EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY
CROSSINGS AND INFORM THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION TO
THE CITY OF CHARLOTTESVILLE SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. OWNER/DEVELOPER AND
ARCHITECT SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.
2. LOCATION OF ALL EXISTING AND PROPOSED UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH
20 10 5 0 20 LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER
UTILITY SERVICES CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR INFIELD PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. PLUMBING
CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST POINTS. CROSSINGS WITH EXISTING UNDERGROUND INSTALLATIONS
1"= 20' SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. SITE PLAN
3. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. DISCONNECTIONS SHALL NOT BE
CONDUCTED BY CONTRACTOR. ALL STORM DRAIN, WATER, SEWER AND PRODUCT PIPING UTILITIES SHALL BE INSTALLED IN
ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF CHARLOTTESVILLE STANDARDS AND SPECIFICATION FOR UTILITY
CONSTRUCTION. SS 0
4. ANY SEDIMENT CONTROL MEASURES REMOVED FOR THE PURPOSE OF UTILITY CONSTRUCTION SHALL BE REPLACED AT THE END OF
THE DAY BY THE UTILITY CONTRACTORS.
5. SANITARY CLEANOUT TOPS TO BE ADJUSTED TO MATCH CROSS-PITCH AND SLOPE OF PROPOSED GRADES. CLEANOUT TOPS TO BE
IDENTIFIED AS SANITARY CLEANOUTS, THREADED AND CONTAIN COUNTERSUNK PLUGS.
6. WATER SERVICE SHALL BE A 1-1/2" INCH TYPE "K" COPPER TUBING. SANITARY SEWER PIPE SHALL BE A SIX (6) INCH PVC SCH 40 AT
CONNECTION OF KITCHEN WASTE AND RESTROOM WASTE. SEWER SERVICES TO BE 4 (4) INCH PVC SCH 40 AT CONNECTIONS AT
SANITARY LATERAL SCHEDULE BUILDING. WATER AND SEWER SERVICES SHALL BE COORDINATED WITH THE BUILDING CONTRACTOR FOR HORIZONTAL AND VERTICAL
ALIGNMENT AND CONNECTIONS.
Invert Elev. Length Slope Dia. Material 7. ALL FILL, COMPACTION AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS
Upper Lower PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS.
Upper Lower
Structure Structure
8. SEE ARCHITECTURAL PLANS FOR GREASE TRAP DETAILS.
(ft) (ft) (ft) (%) (in)
9. ALL PIPES UNDER PRESSURE SHALL BE CONNECTED WITH WATER TIGHT JOINTS. INSPECTOR SHALL VERIFY MATERIALS AND INSPECT
Building CO5 465.30 465.20 4.46 2.24% 4 PVC PRESSURE TREATED PIPE PRIOR TO COVERING UP OR PRESSURE TEST PIPE PER CITY STANDARDS.
CO5 CO4 465.20 464.95 11.15 2.24% 4 PVC 10. ALL MATERIALS USED IN THE CONSTRUCTION OF THE PUBLIC WATER SYSTEM SHALL BE IN COMPLIANCE WITH PUBLIC LAW 111-380,
THE REDUCTION OF LEAD IN DRINKING WATER ACT. PRODUCTS SHALL BEAR THE NSF/ANSI STANDARD 61 ANNEX G NSF 61-G
CO4 CO3 464.95 464.85 4.65 2.15% 4 PVC CERTIFICATION MARK WEAR SPECIFIED BY LAW.
CO3 Grease Trap 464.85 464.75 3.00 3.33% 4 PVC 11. CONTRACTOR MUST UNCOVER AND EXPOSE THE CONNECTION POINTS OF BOTH WATER AND SEWER PRIOR TO CONSTRUCTION OF
ANY WATER OR SEWER FACILITIES. THE ENGINEER MUST BE NOTIFIED OF ANY DISCREPANCIES WITH THE PLAN DESIGN.
Grease Trap CO2 464.50 464.45 1.91 2.62% 4 PVC
CO2 CO1 464.45 463.80 32.46 2.00% 6 PVC
CO1 EX. MH 463.80 463.50 12.03 2.49% 6 PVC
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SS0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:56 PM LAST SAVED BY: EVAN.NEWMAN
Building CO2 464.80 464.45 7.55 4.64% 4 PVC
KNOW WHAT'S BELOW
It's fast. It's free. It's the law.
PRE DEVELOPED DRAINAGE PLAN POST DEVELOPED DRAINAGE PLAN
30 15 7.5 0 30 30 15 7.5 0 30
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
EXISTING IMPERVIOUS AREAS - 27,799 SF (0.64 AC) PROPOSED IMPERVIOUS AREAS - 29,368 SF (0.67 AC) Phone: (540) 349-4500
1"= 30' 1"= 30' Fax: (540) 349-0321
VA@ BohlerEng.com
EXISTING PERVIOUS AREAS - 7,040 SF (0.16 AC) PROPOSED PERVIOUS AREAS - 5,471 SF (0.13 AC)
STORMWATER MANAGEMENT NARRATIVE STORMWATER
MANAGEMENT
OVERVIEW STORMWATER NARRATIVE AS SHOWN BY THE CULVERT COMPUTATION ON SHEET PS-1.2, THE EXISTING DUAL 6'X6' STORM CULVERT HAS
ADEQUATE CAPACITY TO HANDLE THE POST-DEVELOPMENT RUNOFF CONDITION. BECAUSE THE EXISTING PLAN
THE SUBJECT SITE IS CURRENTLY DEVELOPED WITH AN EXISTING RESTAURANT, DRIVE-THRU, AND WATER QUALITY REQUIREMENTS FOR THIS SITE WILL BE MET THROUGH THE PURCHASE OF 0.15 LBS/YR OF STORM SYSTEM CAN ADEQUATELY CONVEY THE POST-DEVELOPMENT FLOWS FROM THE DEVELOPMENT
ASSOCIATED PARKING AND UTILITIES. THE PROPOSED IMPROVEMENTS INCLUDE THE CONSTRUCTION OF A NUTRIENT OFFSET CREDITS TO ENSURE THAT THERE IS NO DEGRADATION TO THE STORMWATER QUALITY AREA TO A POINT OF ANALYSIS WHICH IS LESS THAN 1% OF THE TOTAL CONTRIBUTING DRAINAGE AREA, BOTH
NEW RESTAURANT, DRIVE THRU LANES, ASSOCIATED UTILITIES AND, MODIFICATIONS TO THE EXISTING CAUSED BY THE DEVELOPMENT OF THIS SITE. CHANNEL PROTECTION AND FLOOD PROTECTION REQUIREMENTS HAVE BEEN MET. SINCE BOTH FLOOD SW0
PARKING AREA, AND OTHER ASSOCIATED SITE FEATURES. PROTECTION AND CHANNEL PROTECTION REQUIREMENTS HAVE BEEN SATISFIED, ALL STORMWATER
WATER QUANTITY REQUIREMENTS WILL BE MET BY ANALYZING THE EXISTING DOWNSTREAM SYSTEM WHICH QUANTITY REQUIREMENTS HAVE BEEN MET AND NO FURTHER ANALYSIS OR CALCULATIONS ARE REQUIRED.
EXISTING CONDITIONS DRAINS TO THE POINT OF ANALYSIS, POI #1. THE SITE RUNOFF ENTERS THE EXISTING DUAL 6'X6' STORM
CULVERT, FLOWING TO THE INTERSECTION OF EMMET STREET AND BARRACKS ROAD. AT THIS POINT OF BEST MANAGEMENT PRACTICES NARRATIVE
THE EXISTING PROPERTY IS CURRENTLY DEVELOPED AS AN EXISTING DRIVE-THRU RESTAURANT WITH ANALYSIS, THE CONTRIBUTING DRAINAGE AREA FROM THE SUBJECT SITE (0.80 AC) IS LESS THAN 1% OF THE
ASSOCIATED PARKING, UTILITIES, AND LANDSCAPING. THE EXISTING RUNOFF FLOWS INTO EXISTING STORM TOTAL WATERSHED AREA (96.0 ACRES), THEREFORE SATISFYING THE LIMIT OF ANALYSIS FOR CHANNEL AND SINCE THE SUBJECT SITE IS A REDEVELOPED SITE, WATER QUALITY REQUIREMENTS WERE CALCULATED
INLETS THROUGHOUT THE SITE WHICH CONVEY THE DRAINAGE TO AN EXISTING DUAL 6' X 6' STORM BOX FLOOD PROTECTION. USING THE VIRGINIA RUNOFF REDUCTION METHOD (VRRM) RE DEVELOPMENT SPREADSHEET. USING THIS
CULVERT THAT RUNS SOUTHEAST TO NORTHEAST OF THE SITE. THIS DUAL BOX CULVERT CONTINUES SPREADSHEET, IT WAS DETERMINED THAT THE DEVELOPMENT OF THIS SITE WOULD REQUIRE THE
THROUGH BARRACKS ROAD SHOPPING CENTER, PASSES UNDER THE INTERSECTION OF EMMET STREET AND PLEASE SEE SHEET PS-1.2 FOR DRAINAGE MAPS SHOWING THE TOTAL WATERSHED AREA. TREATMENT OF A TOTAL OF 0.20 LB/YR OF PHOSPHORUS REMOVAL. THE REMOVAL REQUIREMENT WILL BE
BARRACKS ROAD, AND ULTIMATELY OUTFALLS TO MEADOWBROOK CREEK WHICH FLOWS TO THE JAMES MET THROUGH THE PURCHASE OF NUTRIENT CREDITS. BECAUSE THE DEVELOPER SHALL PURCHASE AN
RIVER. SINCE THE CHANGE IN RUNOFF COEFFICIENT FROM PRE-DEVELOPMENT TO POST-DEVELOPMENT CONDITIONS AMOUNT OF CREDITS WITHIN THE SITE'S WATERSHED EQUIVALENT TO THE REQUIRED REMOVAL AMOUNT, ALL
IS SO MINOR, THE AMOUNT OF INCREASED RUNOFF TO THE POINT OF ANALYSIS IS CONSIDERED TO BE STORMWATER QUALITY REQUIREMENTS FOR THIS PROJECT HAVE BEEN MET AND NO FURTHER ANALYSIS IS
PROPOSED IMPROVEMENTS NEGLIGIBLE. THEREFORE, TO ANALYZE THE ADEQUACY OF THE EXISTING UNDERGROUND CULVERT AT POI REQUIRED.
#1, THE FOLLOWING FLOW RATES FROM USGS STREAMSTATS DATA WERE UTILIZED:
THE PURPOSE OF THIS PROJECT IS TO DEMOLISH THE EXISTING BUILDING AND CONSTRUCT A NEW CONCLUSION
RESTAURANT, DRIVE-THRU LANES, AND ASSOCIATED UTILITIES AND SITE FEATURES, INCLUDING THE URBAN PEAK-FLOW RATES BASED ON A 94.9%-DEVELOPED REGION FROM USGS:
MODIFICATIONS TO THE EXISTING PARKING AREA. THE PROPOSED DISTURBANCE AREA IS APPROXIMATELY SINCE CHANNEL AND FLOOD PROTECTION REQUIREMENTS HAVE BEEN MET AND THE AMOUNT OF NUTRIENT
0.80 ACRES. 1-YEAR FLOW = 228 CFS CREDITS PROPOSED TO BE PURCHASED MEETS THE THE VRRM REQUIREMENTS; IT IS THE OPINION OF THE
ENGINEER THAT ALL STORMWATER REQUIREMENTS HAVE BEEN MET FOR THIS SITE.
2-YEAR FLOW = 256 CFS
10-YEAR FLOW = 405 CFS ADEQUATE OUTFALL NARRATIVE
THE EXISTING ONSITE STORMWATER PIPES OUTFALL TO AN EXISTING DOWNSTREAM UNDERGROUND
CULVERT. SINCE THE EXISTING UNDERGROUND CULVERT CAN ADEQUATELY CONVEY FLOW IN THE
POST-DEVELOPED CONDITION AT THE POINT OF ANALYSIS, THE OUTFALL POINT IS CONSIDERED ADEQUATE.
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SW0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:56 PM LAST SAVED BY: EVAN.NEWMAN
KNOW WHAT'S BELOW
It's fast. It's free. It's the law.
NUTRIENT CREDIT AVAILABILITY LETTER
VRRM SPREADSHEET SUMMARY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@ BohlerEng.com
POI #1 DRAINAGE AREA MAP
SWM AND
BMP
COMPUTATIONS
SW0
DUAL CULVERT CAPACITY COMPUTATION POI #1 DRAINAGE AREA REPORT POI #1 FLOW VALUES
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SW0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:56 PM LAST SAVED BY: EVAN.NEWMAN
10 YEAR STORM COMPUTATIONS
From To Drain. Runoff CA Inlet Rainfall Q Invert Elev. Length Slope Dia. n Capacity Velocity Flow Time Q/ V/ Vfull Remarks
Point Point Area Coeff. Incr. ∑ Time Intensity Incr. Known ∑ Upper Lower Incr. ∑ Qfull Vfull
(acres) C (min) (in/hr) (cfs) (cfs) (cfs) (ft) (ft) (ft) (%) (in) (cfs) (fps) (min) (min) rev9/03
A2 A1 0.24 0.85 0.20 0.20 5.00 6.64 1.33 – 1.33 465.00 464.43 26.27 2.17% 15 0.013 9.54 5.32 0.08 5.08 0.14 0.68 7.77
10 YEAR HGL COMPUTATIONS KNOW WHAT'S BELOW
Structure Outlet Do Qo Lo Sfo Hf Final Inlet Flow Inlet Pre-Cast Junction Remarks
JUNCTION LOSS
No. WSE H WSE Line Shaping Structure Loss It's fast. It's free. It's the law.
(in) (%) Vo Ho Qi Vi Qi · Vi Vi^2/2g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht Elev. Reduction rev9/03
A2 465.43 15 1.33 26.27 0.04% 0.01 5.32 0.11 0.11 0.14 0.07 0.08 465.51 468.50 Yes Yes Yes
10 YEAR INLET COMPUTATIONS
Inlet DA C I Q Qb Qt S Sx n T W Sw On Grade Inlets Only Sag Inlets Only Remarks
No. Type Length Drain Runoff Inten Incr. Carry Accum. Gutter Pvmt Spread Gutter W Gutter Sw Eo a S'w Se=Sx Lt,Comp. L,Spec L E Qi Qb Down Qi d h d Ts
Area Coeff- -sity Flow -over Flow Slope Cross On Width / Cross / (App. =a/ + S'w Length -ified / Eff. Int'x Byp. Stream Int'x Depth / Spread
icient Flow Slope Grade T Slope Sx 9C-8) (12W) (Eo) (9C-17) Length Lt (9C-18) Flow Flow Str. Flow h In Sag
(ft) (acres) (in/hr) (cfs) (cfs) (cfs) (%) (%) (ft) (ft) (%) (in) (%) (%) (ft) (ft) (cfs) (cfs) (cfs) (ft) (ft) (ft) rev9/03
A2 Curb DI-3C 6 0.24 0.85 6.64 1.35 – 1.35 1.00 2.00 0.015 – 2.00 8.33 3.52 – – – 1.35 0.16 0.46 0.34 1.87 In Sag
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@ BohlerEng.com
STORM
COMPUTATIONS
AND
PROFILES
SW0
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SW0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:56 PM LAST SAVED BY: EVAN.NEWMAN
KNOW WHAT'S BELOW
It's fast. It's free. It's the law.
20 10 5 0 20
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
1"= 20' Fax: (540) 349-0321
VA@ BohlerEng.com
LANDSCAPE
PLAN
LP0
LEGEND
PARKING LOT AREA
40 20 10 0 40
L-1.0
PARKING LOT LANDSCAPE AREA
1"= 40'
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-LP0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:57 PM LAST SAVED BY: EVAN.NEWMAN
1. SCOPE OF WORK: 9. PLANTING
THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT
PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.
TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS
THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH
TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. DO NOT WRAP TRUNK
2. MATERIALS
A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN REINFORCED RUBBER HOSE ONLY TREES WITH ONE MAIN LEADER
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. (1/2" DIA.) SHALL BE PURCHASED. DO NOT PRUNE
PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. TREE AT PLANTING UNLESS DIRECTED
B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE TO BY PROJECT LANDSCAPE ARCHITECT
BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING 2" DIA. HARDWOOD STAKES 2/3 TREE HT.
2 PER TREE SET ROOT BALL FLUSH TO GRADE
MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.
OR SEVERAL INCHES HIGHER IN
EXISTING GRADE
POORLY DRAINING SOILS.
C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS
AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED
PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. 3" THICK LAYER OF DARK
1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. BROWN DOUBLE SHREDDED
1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL HARDWOOD MULCH
1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. UNDISTURBED SUBGRADE 4" BUILT-UP EARTH SAUCER
BEFORE PLANTING ADD 3 TO 4" OF
D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE WELL-COMPOSTED LEAVES OR RECYCLED
BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. YARD WASTE TO BED AND TILL INTO TOP 6"
DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS OF PREPARED SOIL.
FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE KNOW WHAT'S BELOW
E. FERTILIZER FOLLOWING PLANTING SEASONS: REMOVE THE TOP 1/3 OF THE WIRE BASKET
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE
1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 IF PRESENT. ANY AND ALL TWINE SHALL BE
BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 REMOVED FROM THE TREE BEFORE
REMOVED FROM THE TREE BEFORE It's fast. It's free. It's the law.
TAMP SOIL SOLIDLY AROUND BACKFILLING. BURLAP SHALL BE FOLDED
WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. BACKFILLING. BURLAP SHALL BE FOLDED
BASE OF ROOT BALL BACK INTO PLANTING HOLE
1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT BACK INTO PLANTING HOLE
4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING SET ROOT BALL ON FIRM
A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. PAD IN BOTTOM OF HOLE
F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH
1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS
NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING EVERGREEN TREE PLANTING DETAIL TREE PLANTING ON SLOPE DETAIL
ASSOCIATION. SEASON:
1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACERIFOLIA
PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES
1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES
ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES
1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼", KOELREUTERIA QUERCUS VARIETIES SEEDING SPECIFICATIONS
WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA
WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES
1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF 1. MATERIAL:
GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL.
DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT
1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: THE SPECIFIED COMPOSITION:
INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. x 1 PART PEAT MOSS 1.1.1. 80% - TURF TYPE TALL FESCUE SEED
IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE x 1 PART COMPOSTED COW MANURE BY VOLUME 1.1.2. 10% - KENTUCKY BLUEGRASS SEED
CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. x 3 PARTS TOPSOIL BY VOLUME 1.1.3. 10% - ANNUAL RYE GRASS SEED
1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE x 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: 1.2. INSTALLATION RATES:
LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF
1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT
C) 4 TABLETS PER 15 GALLON PLANT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE
3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED.
A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A
CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF)
MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5
GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS
B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND
SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP INITIAL ESTABLISHMENT.
OF THE ROOT BALL. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A
4. SITE PREPARATIONS RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT
A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE
OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. THROUGH THE STRAW LAYER.
B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL 2. EXECUTION AND PREPARATION:
ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT
SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO
REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF
NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED.
TO PREVENT SHOCK OR DECLINE. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE
O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING
C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. TO SOIL ANALYSIS.
TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS DECIDUOUS TREE PLANTING DETAIL 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE
PRIOR TO THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE
WATERING SPECIFICATIONS AS LISTED HEREIN. HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL
5. TREE PROTECTION WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW
A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED) SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO
A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE
PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF
PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC
CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE
DEBRIS ARE PRESENT ON THE INSTALLATION AREAS.
STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
OF ALL DEBRIS LARGER THAN 2" DIAMETER.
B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR
2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF
APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.
ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS
PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED
ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF
WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.
COMPACTION.
C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.
3. INSTALLATION:
AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING
ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES
3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS
MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE
AND RECOMMENDATIONS.
MUNICIPALITY'S TREE REPLACEMENT GUIDELINES.
3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO
D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT
HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN.
STANDING IN THE TREE PROTECTION ZONE. 11. WATERING
HYDROSEEDING MAY ALSO BE PERFORMED WITH THE
A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.
ENGINEER/ARCHITECT'S APPROVAL.
6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO
3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING
A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL
DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED.
SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.
3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO
AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND
B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE
VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE
THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED
APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A
BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. 28 BLACKWELL PARK LANE, SUITE 201
RATE OF 80LBS PER ACRE.
3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE WARRENTON, VIRGINIA 20186
C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT Phone: (540) 349-4500
RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO Fax: (540) 349-0321
COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER
PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. VA@ BohlerEng.com
AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET).
1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF
MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING
PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC
OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A PRODUCT MANUFACTURER RECOMMENDATIONS.)
1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE
COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN 4. MAINTENANCE
USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. DECIDUOUS AND EVERGREEN
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS
1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. SHRUB PLANTING DETAIL IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF
CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE
DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER
7. FINISHED GRADING APPLICATION RATES.
A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT 4.2. REPAIR ALL SEED WASHINGS AND EROSION.
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PLANT MATERIAL SPACED AS
SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD INCORPORATE 2" OF PEAT INTO 6" OF SPECIFIED. SEE LANDSCAPE
CONDITION AND FREE OF INSECTS AND DISEASE. PLANTING MIXTURE, AS SPECIFIED SCHEDULE FOR PROPOSED SPACING.
B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN
ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER
THICKNESS (1"±). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, OWNER MAINTENANCE RESPONSIBILITIES LANDSCAPE
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS
CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL
DETAILS
BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND
CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND
AREAS ARE TO BE CLEANED. AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT
D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND
LIMITED TO, THE FOLLOWING: SD0
AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER
x TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO
8. TOPSOILING OR AUTHORIZED REPRESENTATIVE.
ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL
A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH
LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED OF TRAVEL.
SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS.
x TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE
B. ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS
BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. OTHERWISE INDICATED ON THE PLANS.
C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE x VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED
TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL
THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS.
SECTION ABOVE.
x FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY
D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY
FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK D D OTHER HAZARDS.
PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO
DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS
1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL D REQUIRED TO PROVIDE.
1.2. 20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP
E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
PERENNIAL/GROUND COVER PLANTING DETAIL
H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-0.DWG PRINTED BY: EVAN.NEWMAN 9.17.19 @ 5:57 PM LAST SAVED BY: EVAN.NEWMAN
FOR REFERENCE ONLY
4 3 2 1
EC-1
21'-4"
BR-A
EC-2
15'-8"
E E
10'-8"
BR-B
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia 30349-
2998
T.O. SLAB 0"
1/4" = 1'-0"
1 EXTERIOR ELEVATION - NORTH
EC-2 EC-1
21'-4"
E+H ARCHITECTS P.C.
750 OLD HICKORY BLVD. SUITE 250
BR-A BRENTWOOD, TN 37027
D D PHONE: 615.377.3111
FAX: 615.377.0978
15'-8" EMAIL: GENMAIL@EANDHARCH.COM
I HEREBY CERTIFY THAT THESE PLANS
HAVE BEEN PREPARED UNDER MY
SUPERVISION AND THAT TO THE BEST OF
MY KNOWLEDGE, THE SAME COMPLY WITH
ALL RULES, REGULATIONS AND
ORDINANCES OF
10'-8"
BR-B
BR-A
T.O. SLAB 0"
EXTERIOR ELEVATION - SOUTH
2 1/4" = 1'-0"
EC-1
C C
EC-2 21'-4"
BR-A
EC-2
15'-8"
10'-8"
BR-B
BR-A
EXTERIOR FINISHES
T.O. SLAB 0"
B B
Barracks Road
Emmet Street
Charlottesville, VA 22903
EXTERIOR ELEVATION - EAST
BR-A (BRICK VENEER) 3 1/4" = 1'-0"
TBD
SELECT TO MATCH SHOPPING
CENTER MATERIALS
EC-1
21'-4"
FSR# 04332
BUILDING TYPE / SIZE: P12 LS ALL
RELEASE: v2_19.05
BR-B (BRICK VENEER)
TBD REVISION SCHEDULE
SELECT TO MATCH SHOPPING EC-2 BR-A NO. DATE DESCRIPTION
CENTER MATERIALS
EC-2
15'-8"
EC-1
PREFINISHED METAL COPING
MFR: EXCEPTIONAL METALS
COLOR: "DARK BRONZE" (MATT)
10'-8"
EC-2
PREFINISHED METAL COPING
MFR: EXCEPTIONAL METALS
COLOR: "SNOWWHITE"
CONSULTANT PROJECT # ####
A A PRINTED FOR
PRELIMINARY
PT-9 (EXTERIOR PAINT) DATE
08/20/2019
COLOR: DARK BRONZE
DRAWN BY
BR-B Author
Information contained on this drawing and in all digital files
produced for above named project may not be reproduced in
BR-A any manner without express written or verbal consent from
authorized project representatives.
ST-1 (STOREFRONT) 0"
SHEET
COLOR: DARK BRONZE
FINISH: SEMI-GLOSS ELEVATIONS
PRELIMINARY
1/4" = 1'-0"
4 EXTERIOR ELEVATION - WEST SHEET NUMBER
BIM 360://VA_04332_Barracks Road_Charlottesville_FSR_Custom FSR_Custom FSR/04332_Barracks Road_ARC.rvt
8/22/2019 3:51:33 PM
LS-04332-G-009-ELEVATIONS
G-009
4 3 2 1
4 3 2 1
E E
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia 30349-
2998
E+H ARCHITECTS P.C.
750 OLD HICKORY BLVD. SUITE 250
BRENTWOOD, TN 37027
D D PHONE: 615.377.3111
FAX: 615.377.0978
EMAIL: GENMAIL@EANDHARCH.COM
I HEREBY CERTIFY THAT THESE PLANS
HAVE BEEN PREPARED UNDER MY
SUPERVISION AND THAT TO THE BEST OF
MY KNOWLEDGE, THE SAME COMPLY WITH
ALL RULES, REGULATIONS AND
ORDINANCES OF
C
1 PERSPECTIVE VIEW - SOUTH 2 PERSPECTIVE VIEW - EAST C
B B
Barracks Road
Emmet Street
Charlottesville, VA 22903
FSR# 04332
BUILDING TYPE / SIZE: P12 LS ALL
RELEASE: v2_19.05
REVISION SCHEDULE
NO. DATE DESCRIPTION
CONSULTANT PROJECT # ####
A A PRINTED FOR
PRELIMINARY
DATE
08/20/2019
3 PERSPECTIVE VIEW - NORTH 4 PERSPECTIVE VIEW - WEST DRAWN BY
Author
Information contained on this drawing and in all digital files
produced for above named project may not be reproduced in
any manner without express written or verbal consent from
authorized project representatives.
SHEET
PERSPECTIVES
PRELIMINARY
SHEET NUMBER
BIM 360://VA_04332_Barracks Road_Charlottesville_FSR_Custom FSR_Custom FSR/04332_Barracks Road_ARC.rvt
8/22/2019 3:52:30 PM
80-LS-04332-G-010-PERSPECTIVES
G-010
4 3 2 1
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dK&W>EE/E'KDD/^^/KEDd/E'͗ĞĐĞŵďĞƌϭϬ͕ϮϬϭϵ
WƌŽũĞĐƚWůĂŶŶĞƌ͗ĂƌƌŝĞZĂŝŶĞLJ
ĂƚĞŽĨ^ƚĂĨĨZĞƉŽƌƚ͗ĞĐĞŵďĞƌϮ͕ϮϬϭϵ
ƉƉůŝĐĂŶƚ͗ŚĂƌůŽƚƚĞƐǀŝůůĞZĞĚĞǀĞůŽƉŵĞŶƚĂŶĚ,ŽƵƐŝŶŐƵƚŚŽƌŝƚLJ;Z,Ϳ
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ƉƉůŝĐĂƚŝŽŶ/ŶĨŽƌŵĂƚŝŽŶ
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ĐƌŝƚŝĐĂůƐůŽƉĞƐĂƌĞĂ
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ĂĐŬŐƌŽƵŶĚ
ƐŚůĞLJĂǀŝĞƐŽĨZŝǀĞƌďĞŶĚĞǀĞůŽƉŵĞŶƚ͕ŽŶďĞŚĂůĨŽĨŚĂƌůŽƚƚĞƐǀŝůůĞZĞĚĞǀĞůŽƉŵĞŶƚĂŶĚ
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ϭƐƚ^ƚƌĞĞƚ^ŽŶKĐƚŽďĞƌϭϲ͕ϮϬϭϵ͘WƌŽƉŽƐĞĚŝŵƉƌŽǀĞŵĞŶƚƐĂƐƐŽĐŝĂƚĞĚǁŝƚŚƚŚŝƐƉƌŽũĞĐƚǁŝůů
ŝŵƉĂĐƚĐƌŝƚŝĐĂůƐůŽƉĞƐŽŶͲƐŝƚĞĂŶĚĂƉƉƌŽǀĂůŽĨĂĐƌŝƚŝĐĂůƐůŽƉĞǁĂŝǀĞƌŝƐƌĞƋƵŝƌĞĚƉĞƌ^ĞĐƚŝŽŶϯϰͲ
ϭϭϮϬ;ďͿ͘dŚĞĂƉƉůŝĐĂŶƚƉƌŽǀŝĚĞĚƵƉĚĂƚĞĚŵĂƚĞƌŝĂůƐŽŶEŽǀĞŵďĞƌϴ͕ϮϬϭϵ͘ĨŝŶĂůƐŝƚĞƉůĂŶŝƐ
ƌĞƋƵŝƌĞĚƉƌŝŽƌƚŽƌĞĚĞǀĞůŽƉŵĞŶƚŽĨƚŚĞƐŝƚĞ͕ĂŶĚƚŚĞĨŝŶĂůƐŝƚĞƉůĂŶŵƵƐƚĐŽŶĨŽƌŵƚŽĂůů
ƌĞƋƵŝƌĞŵĞŶƚƐĂŶĚƐƚĂŶĚĂƌĚƐƉƌŝŽƌƚŽĂƉƉƌŽǀĂů͘ĞƚĂŝůƐŽŶƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞǁĂŝǀĞƌƌĞƋƵĞƐƚĂƌĞ
ƉƌŽǀŝĚĞĚďĞůŽǁ͘
ƉƉůŝĐĂƚŝŽŶĞƚĂŝůƐ
ƐŚůĞLJĂǀŝĞƐŽĨZŝǀĞƌďĞŶĚĞǀĞůŽƉŵĞŶƚ͕ŽŶďĞŚĂůĨŽĨŚĂƌůŽƚƚĞƐǀŝůůĞZĞĚĞǀĞůŽƉŵĞŶƚĂŶĚ
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;ƌŝƚŝĐĂů^ůŽƉĞKƌĚŝŶĂŶĐĞͿƚŽĂůůŽǁĨŽƌĐŽŶƐƚƌƵĐƚŝŽŶŽĨϭϭϯŵƵůƚŝĨĂŵŝůLJƌĞƐŝĚĞŶƚŝĂůƵŶŝƚƐ͕Ă
ĐŽŵŵƵŶŝƚLJĐĞŶƚĞƌ͕Z,ŽĨĨŝĐĞƐ͕ƐƵƌĨĂĐĞƉĂƌŬŝŶŐůŽƚƐ͕ĂŶĚƉƌŝǀĂƚĞŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂů
ĨĂĐŝůŝƚŝĞƐ͘^ƉĞĐŝĂůhƐĞWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶ;^WϭϵͲϬϬϬϬϵͿŚĂƐďĞĞŶƐƵďŵŝƚƚĞĚƚŽĂƵƚŚŽƌŝnjĞ
ĞƐƚĂďůŝƐŚŵĞŶƚŽĨƚŚĞƉƌŝǀĂƚĞŽƵƚĚŽŽƌƌĞĐƌĞĂƚŝŽŶĂůĨĂĐŝůŝƚŝĞƐ͕ĂŶĚŝƐĂůƐŽďĞĨŽƌĞƚŚĞWůĂŶŶŝŶŐ
ŽŵŵŝƐƐŝŽŶĨŽƌĂƌĞĐŽŵŵĞŶĚĂƚŝŽŶ͘
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ĂƉƉƌŽǀĞĚĂƌĞƐŚŽǁŶŽŶƚŚĞƌŝƚŝĐĂů^ůŽƉĞdžŚŝďŝƚ;ƚƚĂĐŚŵĞŶƚͿĂŶĚŝŶĐůƵĚĞŵƵůƚŝĨĂŵŝůLJ
ƌĞƐŝĚĞŶƚŝĂůďƵŝůĚŝŶŐƐ͕ƐŝĚĞǁĂůŬƐ͕ƉĂƌŬŝŶŐůŽƚƐ͕ĂďĂƐŬĞƚďĂůůĐŽƵƌƚ͕ĂŶĚƐƚŽƌŵǁĂƚĞƌŵĂŶĂŐĞŵĞŶƚ
ĨĂĐŝůŝƚŝĞƐ͘
džŝƐƚŝŶŐĐƌŝƚŝĐĂůƐůŽƉĞƐĂƌĞĂƐůŽĐĂƚĞĚŽŶƚŚŝƐWƌŽƉĞƌƚLJŝŶĐůƵĚĞϮ͘ϬϮĂĐƌĞƐŽƌϮϲƉĞƌĐĞŶƚŽĨƚŚĞ
ƐŝƚĞ͘dŚĞĂƉƉůŝĐĂďůĞĚĞĨŝŶŝƚŝŽŶŽĨ͞ĐƌŝƚŝĐĂůƐůŽƉĞ͟ŝƐĂƐĨŽůůŽǁƐ͗
ŶLJƐůŽƉĞǁŚŽƐĞŐƌĂĚĞŝƐϮϱйŽƌŐƌĞĂƚĞƌ͕ĂŶĚ;ĂͿĂƉŽƌƚŝŽŶŽĨƚŚĞƐůŽƉĞŚĂƐĂ
ŚŽƌŝnjŽŶƚĂůƌƵŶŽĨŐƌĞĂƚĞƌƚŚĂŶϮϬĨĞĞƚ͕ĂŶĚŝƚƐƚŽƚĂůĂƌĞĂŝƐϲ͕ϬϬϬ^&ŽƌŐƌĞĂƚĞƌ͕
ĂŶĚ;ďͿĂƉŽƌƚŝŽŶŽĨƚŚĞƐůŽƉĞŝƐǁŝƚŚŝŶϮϬϬĨĞĞƚŽĨĂǁĂƚĞƌǁĂLJ͘^ĞĞŝƚLJŽĚĞ^ĞĐ͘
ϯϰͲϭϭϮϬ;ďͿ;ϮͿ͘
ĂƐĞĚŽŶƚŚĞŝŶĨŽƌŵĂƚŝŽŶƉƌĞƐĞŶƚĞĚǁŝƚŚŝŶƚŚĞĂƉƉůŝĐĂƚŝŽŶŵĂƚĞƌŝĂůƐ͕^ƚĂĨĨǀĞƌŝĨŝĞƐƚŚĂƚ
ƚŚĞĂƌĞĂĨŽƌǁŚŝĐŚƚŚŝƐǁĂŝǀĞƌŝƐƐŽƵŐŚƚŵĞĞƚƐĂůůŽĨƚŚĞĂďŽǀĞͲƌĞĨĞƌĞŶĐĞĚĐŽŵƉŽŶĞŶƚƐ
ŽĨƚŚĞĚĞĨŝŶŝƚŝŽŶŽĨ͞ĐƌŝƚŝĐĂůƐůŽƉĞ͘͟
dŚĞĨŽůůŽǁŝŶŐŝŶĨŽƌŵĂƚŝŽŶŝƐƌĞůĞǀĂŶƚƚŽƚŚĞĞǀĂůƵĂƚŝŽŶŽĨƚŚŝƐƌĞƋƵĞƐƚ͗
x >ĂƌŐĞƐƚĂŶĚƐŽĨƚƌĞĞƐ͗dŚĞƌĞĂƌŽĨƚŚĞƐŝƚĞŝƐǁŽŽĚĞĚ͘
x ZŽĐŬŽƵƚĐƌŽƉƉŝŶŐƐ͗EŽƚƐƉĞĐŝĨŝĞĚ͘
x ^ůŽƉĞƐŐƌĞĂƚĞƌƚŚĂŶϲϬй͗EŽƚƐƉĞĐŝĨŝĞĚ
x tĂƚĞƌǁĂLJǁŝƚŚŝŶϮϬϬĨĞĞƚ͗WŽůůŽĐŬƐƌĂŶĐŚ͘
x >ŽĐĂƚŝŽŶŽĨŽƚŚĞƌĂƌĞĂƐŽĨƚŚĞWƌŽƉĞƌƚLJ͕ŽƵƚƐŝĚĞĐƌŝƚŝĐĂůƐůŽƉĞƐĂƌĞĂƐ͕ƚŚĂƚĨŝƚƚŚĞ
ĚĞĨŝŶŝƚŝŽŶŽĨĂ͞ďƵŝůĚŝŶŐƐŝƚĞ͟ĂŶĚĐŽƵůĚĂĐĐŽŵŵŽĚĂƚĞƚŚŝƐƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚ͗dŚĞ
ŵĂũŽƌŝƚLJŽĨƚŚĞƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐĨŽŽƚƉƌŝŶƚƐĂŶĚƉĂƌŬŝŶŐĂƌĞĂƐ͕ĂŶĚƌĞůĂƚĞĚŐƌĂĚŝŶŐͬ
ůĂŶĚĚŝƐƚƵƌďĂŶĐĞ͕ĂƌĞůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞƐĂƌĞĂƐ͘ĂƐĞĚŽŶƚŚĞ
ŝŶĨŽƌŵĂƚŝŽŶĂǀĂŝůĂďůĞƚŽƐƚĂĨĨĂƚƚŚŝƐƚŝŵĞ͗ƚŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚ͕ĐŽƵůĚŶŽƚďĞ
ĐŽŶĚƵĐƚĞĚǁŝƚŚŽƵƚĚŝƐƚƵƌďŝŶŐĐƌŝƚŝĐĂůƐůŽƉĞĂƌĞĂƐ͘,ŽǁĞǀĞƌ͕ĂĚĞǀĞůŽƉŵĞŶƚŽĨƐŝŵŝůĂƌ
ƵƐĞĂŶĚƌĞƐŝĚĞŶƚŝĂůĚĞŶƐŝƚLJĐŽƵůĚƉŽƚĞŶƚŝĂůůLJďĞĂĐĐŽŵŵŽĚĂƚĞĚŽƵƚƐŝĚĞŽĨĐƌŝƚŝĐĂů
ƐůŽƉĞĂƌĞĂƐǁŝƚŚĂĚŝĨĨĞƌĞŶƚƐŝƚĞĚĞƐŝŐŶ͘
sŝĐŝŶŝƚLJDĂƉ
WƌŽǀŝĚĞĚŽŶƌŝƚŝĐĂů^ůŽƉĞtĂŝǀĞƌƉƉůŝĐĂƚŝŽŶWůĂŶ͕ĚĂƚĞĚEŽǀĞŵďĞƌϴ͕ϮϬϭϵ
ƌĞĂdŽƉŽŐƌĂƉŚLJ
ƉƉůŝĐĂŶƚ
WƌŽƉĞƌƚLJ
^ƚĂŶĚĂƌĚŽĨZĞǀŝĞǁ
ĐŽƉLJŽĨ^ĞĐ͘ϯϰͲϭϭϮϬ;ďͿ;ƌŝƚŝĐĂů^ůŽƉĞƐZĞŐƵůĂƚŝŽŶƐͿŝƐŝŶĐůƵĚĞĚĂƐƚƚĂĐŚŵĞŶƚĨŽƌLJŽƵƌ
ƌĞĨĞƌĞŶĐĞ͘dŚĞƉƌŽǀŝƐŝŽŶƐŽĨ^ĞĐ͘ϯϰͲϭϭϮϬ;ďͿŵƵƐƚŐƵŝĚĞLJŽƵƌĂŶĂůLJƐŝƐĂŶĚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͘
/ƚŝƐƚŚĞWůĂŶŶŝŶŐŽŵŵŝƐƐŝŽŶ͛ƐƌĞƐƉŽŶƐŝďŝůŝƚLJ͕ǁŚĞŶĂǁĂŝǀĞƌĂƉƉůŝĐĂƚŝŽŶŚĂƐďĞĞŶĨŝůĞĚ͕ƚŽ
ƌĞǀŝĞǁƚŚĞĂƉƉůŝĐĂƚŝŽŶĂŶĚŵĂŬĞĂƌĞĐŽŵŵĞŶĚĂƚŝŽŶƚŽŝƚLJŽƵŶĐŝůĂƐƚŽǁŚĞƚŚĞƌŽƌŶŽƚƚŚĞ
ǁĂŝǀĞƌƐŚŽƵůĚďĞŐƌĂŶƚĞĚďĂƐĞĚŽĨĨƚŚĞĨŽůůŽǁŝŶŐ͗
ŝ͘ dŚĞƉƵďůŝĐďĞŶĞĨŝƚƐŽĨĂůůŽǁŝŶŐĚŝƐƚƵƌďĂŶĐĞŽĨĂĐƌŝƚŝĐĂůƐůŽƉĞŽƵƚǁĞŝŐŚƚŚĞƉƵďůŝĐ
ďĞŶĞĨŝƚƐŽĨƚŚĞƵŶĚŝƐƚƵƌďĞĚƐůŽƉĞ;ƉƵďůŝĐďĞŶĞĨŝƚƐŝŶĐůƵĚĞ͕ďƵƚĂƌĞŶŽƚůŝŵŝƚĞĚƚŽ͕
ƐƚŽƌŵǁĂƚĞƌĂŶĚĞƌŽƐŝŽŶĐŽŶƚƌŽůƚŚĂƚŵĂŝŶƚĂŝŶƐƚŚĞƐƚĂďŝůŝƚLJŽĨƚŚĞƉƌŽƉĞƌƚLJĂŶĚͬŽƌ
ƚŚĞƋƵĂůŝƚLJŽĨĂĚũĂĐĞŶƚŽƌĞŶǀŝƌŽŶŵĞŶƚĂůůLJƐĞŶƐŝƚŝǀĞĂƌĞĂƐ͖ŐƌŽƵŶĚǁĂƚĞƌƌĞĐŚĂƌŐĞ͖
ƌĞĚƵĐĞĚƐƚŽƌŵǁĂƚĞƌǀĞůŽĐŝƚLJ͖ŵŝŶŝŵŝnjĂƚŝŽŶŽĨŝŵƉĞƌǀŝŽƵƐƐƵƌĨĂĐĞƐ͖ĂŶĚƐƚĂďŝůŝnjĂƚŝŽŶ
ŽĨŽƚŚĞƌǁŝƐĞƵŶƐƚĂďůĞƐůŽƉĞƐͿ͖Žƌ
ŝŝ͘ ƵĞƚŽƵŶƵƐƵĂůƐŝnjĞ͕ƚŽƉŽŐƌĂƉŚLJ͕ƐŚĂƉĞ͕ůŽĐĂƚŝŽŶ͕ŽƌŽƚŚĞƌƵŶƵƐƵĂůƉŚLJƐŝĐĂů
ĐŽŶĚŝƚŝŽŶƐ͕ŽƌĞdžŝƐƚŝŶŐĚĞǀĞůŽƉŵĞŶƚŽĨĂƉƌŽƉĞƌƚLJ͕ŽŶĞ;ϭͿŽƌŵŽƌĞŽĨƚŚĞƐĞĐƌŝƚŝĐĂů
ƐůŽƉĞƐƉƌŽǀŝƐŝŽŶƐǁŽƵůĚĞĨĨĞĐƚŝǀĞůLJƉƌŽŚŝďŝƚŽƌƵŶƌĞĂƐŽŶĂďůLJƌĞƐƚƌŝĐƚƚŚĞƵƐĞ͕ƌĞƵƐĞ
ŽƌƌĞĚĞǀĞůŽƉŵĞŶƚŽĨƐƵĐŚƉƌŽƉĞƌƚLJŽƌǁŽƵůĚƌĞƐƵůƚŝŶƐŝŐŶŝĨŝĐĂŶƚĚĞŐƌĂĚĂƚŝŽŶŽĨƚŚĞ
ƐŝƚĞŽƌĂĚũĂĐĞŶƚƉƌŽƉĞƌƚŝĞƐ͘
/ĨƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶŝƐĨŽƌŝƚLJŽƵŶĐŝůƚŽŐƌĂŶƚƚŚĞƌĞƋƵĞƐƚĞĚǁĂŝǀĞƌ͕ƚŚĞWůĂŶŶŝŶŐ
ŽŵŵŝƐƐŝŽŶŵĂLJĂůƐŽŵĂŬĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐĂƐƚŽƚŚĞĨŽůůŽǁŝŶŐ͗
ŝ͘ tŚĞƚŚĞƌĂŶLJƐƉĞĐŝĨŝĐĨĞĂƚƵƌĞƐŽƌĂƌĞĂƐǁŝƚŚŝŶƚŚĞƉƌŽƉŽƐĞĚĂƌĞĂŽĨĚŝƐƚƵƌďĂŶĐĞ
ƐŚŽƵůĚƌĞŵĂŝŶƵŶĚŝƐƚƵƌďĞĚ;ĨŽƌĞdžĂŵƉůĞ͗ůĂƌŐĞƐƚĂŶĚƐŽĨƚƌĞĞƐ͖ƌŽĐŬŽƵƚĐƌŽƉƉŝŶŐƐ͖
ƐůŽƉĞƐŐƌĞĂƚĞƌƚŚĂŶϲϬй͕ĞƚĐ͘Ϳ͍
ŝŝ͘ tŚĞƚŚĞƌƚŚĞƌĞĂƌĞĂŶLJĐŽŶĚŝƚŝŽŶƐƚŚĂƚĐŽƵůĚďĞŝŵƉŽƐĞĚďLJŝƚLJŽƵŶĐŝůƚŚĂƚǁŽƵůĚ
ŵŝƚŝŐĂƚĞĂŶLJƉŽƐƐŝďůĞĂĚǀĞƌƐĞŝŵƉĂĐƚƐŽĨƚŚĞƉƌŽƉŽƐĞĚĚŝƐƚƵƌďĂŶĐĞ͍
ZĞǀŝĞǁĂŶĚŶĂůLJƐŝƐŽĨƚŚĞtĂŝǀĞƌZĞƋƵĞƐƚ
ĂĐŚĂƉƉůŝĐĂŶƚĨŽƌĂĐƌŝƚŝĐĂůƐůŽƉĞƐǁĂŝǀĞƌŝƐƌĞƋƵŝƌĞĚƚŽĂƌƚŝĐƵůĂƚĞĂũƵƐƚŝĨŝĐĂƚŝŽŶĨŽƌƚŚĞǁĂŝǀĞƌ
;ƚƚĂĐŚŵĞŶƚͿ͕ĂŶĚƚŽĂĚĚƌĞƐƐŚŽǁƚŚĞůĂŶĚĚŝƐƚƵƌďĂŶĐĞ͕ĂƐƉƌŽƉŽƐĞĚ͕ǁŝůůƐĂƚŝƐĨLJƚŚĞƉƵƌƉŽƐĞ
ĂŶĚŝŶƚĞŶƚŽĨƚŚĞƌŝƚŝĐĂů^ůŽƉĞƐZĞŐƵůĂƚŝŽŶƐ͕ĂƐĨŽƵŶĚǁŝƚŚŝŶŝƚLJŽĚĞ^ĞĐ͘ϯϰͲϭϭϮϬ;ďͿ;ϭͿ͘/Ŷ
ŽƌĚĞƌƚŽŐƌĂŶƚĂǁĂŝǀĞƌ͕ŝƚLJŽƵŶĐŝůŝƐƌĞƋƵŝƌĞĚƚŽŵĂŬĞŽŶĞŽĨƚǁŽƐƉĞĐŝĨŝĐĨŝŶĚŝŶŐƐ͕ĞŝƚŚĞƌ͗
;ϭͿƉƵďůŝĐĞŶǀŝƌŽŶŵĞŶƚĂůďĞŶĞĨŝƚƐŽĨĂůůŽǁŝŶŐĚŝƐƚƵƌďĂŶĐĞŽĨƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞŽƵƚǁĞŝŐŚƚŚĞ
ďĞŶĞĨŝƚƐĂĨĨŽƌĚĞĚďLJƚŚĞĞdžŝƐƚŝŶŐƵŶĚŝƐƚƵƌďĞĚƐůŽƉĞƉĞƌŝƚLJŽĚĞϯϰͲϭϭϮϬ;ďͿ;ϲͿ;Ě͘ŝͿ͕Žƌ
;ϮͿĚƵĞƚŽƵŶƵƐƵĂůƉŚLJƐŝĐĂůĐŽŶĚŝƚŝŽŶƐŽƌĞdžŝƐƚŝŶŐĚĞǀĞůŽƉŵĞŶƚŽĨĂƐŝƚĞ͕ƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞƐ
ƌĞƐƚƌŝĐƚŝŽŶƐǁŽƵůĚƵŶƌĞĂƐŽŶĂďůLJůŝŵŝƚƚŚĞƵƐĞŽƌĚĞǀĞůŽƉŵĞŶƚŽĨƚŚĞƉƌŽƉĞƌƚLJ͕ƐĞĞŝƚLJŽĚĞϯϰͲ
ϭϭϮϬ;ďͿ;ϲͿ;Ě͘ŝŝ͘Ϳ͘
ƉƉůŝĐĂŶƚ͛Ɛ:ƵƐƚŝĨŝĐĂƚŝŽŶĨŽƌ&ŝŶĚŝŶŐηϭ
dŚĞĂƉƉůŝĐĂŶƚƐƚĂƚĞƐƚŚĂƚ͞ƚŚĞƉƌŽƉŽƐĞĚĚĞǀĞůŽƉŵĞŶƚƵƚŝůŝnjĞƐZ,ƉƌŽƉĞƌƚLJĨŽƌƚŚĞĐƌĞĂƚŝŽŶŽĨ
ŶĞǁĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐƵŶŝƚƐ͘KƵƌŐŽĂůĂƐĂĚĞǀĞůŽƉŵĞŶƚƚĞĂŵŚĂƐďĞĞŶƚŽŵŝŶŝŵŝnjĞŝŵƉĂĐƚƐƚŽ
ĞŶǀŝƌŽŶŵĞŶƚĂůůLJƐĞŶƐŝƚŝǀĞĂƌĞĂƐŽĨƚŚĞƐŝƚĞ͕ŝŶĐůƵĚŝŶŐĐƌŝƚŝĐĂůƐůŽƉĞƐ͘ĞĐĂƵƐĞŽĨƚŚŝƐŐŽĂů͕ϱϬйŽĨ
ƚŚĞĞŶƚŝƌĞĂƌĞĂŽĨĐƌŝƚŝĐĂůƐůŽƉĞƐƌĞŵĂŝŶƐƵŶĚŝƐƚƵƌďĞĚ͘EĞǁĚǁĞůůŝŶŐƵŶŝƚƐĂƌĞŐĞŶĞƌĂůůLJŝŶƚŚĞ
ĂƌĞĂƐŽĨƚŚĞƐŝƚĞƚŚĂƚŚĂǀĞďĞĞŶƉƌĞǀŝŽƵƐůLJĚĞǀĞůŽƉĞĚ͕ĂŶĚƐĞƚďĂĐŬƐŚĂǀĞďĞĞŶŵŝŶŝŵŝnjĞĚƚŽ
ŬĞĞƉŶĞǁĚǁĞůůŝŶŐƵŶŝƚƐĂǁĂLJĨƌŽŵĂŵĂũŽƌŝƚLJŽĨƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞƐ͘dŚĞƐŝƚĞǁŝůůďĞĚĞƐŝŐŶĞĚƚŽ
ĐŽŶƚƌŽůƐƚŽƌŵǁĂƚĞƌĂŶĚĞƌŽƐŝŽŶǁŚŝůĞĐƌĞĂƚŝŶŐƚŚĞƉƌŝŵĂƌLJƉƵďůŝĐďĞŶĞĨŝƚŽĨĂƐŝŐŶŝĨŝĐĂŶƚ
ŶƵŵďĞƌŽĨŶĞǁĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐƵŶŝƚƐĨŽƌŚĂƌůŽƚƚĞƐǀŝůůĞ͘͟
ƉƉůŝĐĂŶƚ͛Ɛ:ƵƐƚŝĨŝĐĂƚŝŽŶĨŽƌ&ŝŶĚŝŶŐηϮ
dŚĞĂƉƉůŝĐĂŶƚƐƚĂƚĞƐƚŚĂƚ͞ŽƵƌƐŝƚĞĚĞƐŝŐŶŐĞŶĞƌĂůůLJĨŽůůŽǁƐĂƌĞĂƐŽĨƚŚĞƐŝƚĞƚŚĂƚŚĂǀĞďĞĞŶ
ƉƌĞǀŝŽƵƐůLJĚĞǀĞůŽƉĞĚ͕ǁŝƚŚƐŽŵĞŵŝŶŝŵĂůĚĞǀŝĂƚŝŽŶƐ͕ƐƐƵĐŚ͕ŝƚLJ'/^ůĂLJĞƌƐƐŚŽǁĐƌŝƚŝĐĂů
ƐůŽƉĞƐƵŶĚĞƌĞdžŝƐƚŝŶŐďƵŝůĚŝŶŐƐĂŶĚŝŶĂƌĞĂƐŽĨĞdžŝƐƚŝŶŐǁĂůůƐĂŶĚŐƌĞĞŶƐƉĂĐĞ͘/ŶŽƌĚĞƌƚŽƵƚŝůŝnjĞ
ƚŚĞƐŝƚĞĨŽƌƚŚĞŐƌĞĂƚĞƐƚŐŽŽĚĂŶĚĐƌĞĂƚĞŶĞǁĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐƵŶŝƚƐĂŶĚƌĞƐŝĚĞŶƚĂŵĞŶŝƚŝĞƐ
ƐŽŵĞĚŝƐƚƵƌďĂŶĐĞŽĨƚŚĞƐůŽƉĞƐŝƐŶĞĐĞƐƐĂƌLJ͘dŚĞƌĞŝƐŶŽĂŶƚŝĐŝƉĂƚĞĚĚĞŐƌĂĚĂƚŝŽŶŽĨƚŚĞƐŝƚĞŽƌ
ĂĚũĂĐĞŶƚƉƌŽƉĞƌƚŝĞƐĂŶĚĂůůƐůŽƉĞƐǁŝůůďĞĂƉƉƌŽƉƌŝĂƚĞůLJƐƚĂďŝůŝnjĞĚ͘dŚĞƉƌŽƉŽƐĞĚƐŝƚĞƉůĂŶĂŶĚ
ĐƌŝƚŝĐĂůƐůŽƉĞƐĞdžŚŝďŝƚĂůůŽǁĨŽƌĂĐŽŶƐĞƌǀĂƚŝǀĞĂŵŽƵŶƚŽĨƐƉĂĐŝŶŐĂƌŽƵŶĚĂůůƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐƐ
ƚŽĞŶƐƵƌĞĂĚĞƋƵĂƚĞĂĐĐĞƐƐĨŽƌĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚďƵŝůĚŝŶŐŵĂŝŶƚĞŶĂŶĐĞƉƵƌƉŽƐĞƐ͘͟
ƉƉůŝĐĂŶƚ͛ƐŶĂůLJƐŝƐŽĨWŽƚĞŶƚŝĂů/ŵƉĂĐƚƐ
WĞƌ^ĞĐƚŝŽŶϯϰͲϭϭϮϬ;ďͿ;ϭͿ͕ƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞƐƉƌŽǀŝƐŝŽŶƐĂƌĞŝŶƚĞŶĚĞĚƚŽƉƌŽƚĞĐƚƚŽƉŽŐƌĂƉŚŝĐĂů
ĨĞĂƚƵƌĞƐƚŚĂƚŚĂǀĞĂƐůŽƉĞŝŶĞdžĐĞƐƐŽĨƚŚĞŐƌĂĚĞĞƐƚĂďůŝƐŚĞĚĂŶĚŽƚŚĞƌĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐĨŽƌƚŚĞ
ĨŽůůŽǁŝŶŐƌĞĂƐŽŶƐĂŶĚǁŚŽƐĞĚŝƐƚƵƌďĂŶĐĞĐŽƵůĚĐĂƵƐĞŽŶĞ;ϭͿŽƌŵŽƌĞŽĨƚŚĞĨŽůůŽǁŝŶŐ
ŶĞŐĂƚŝǀĞŝŵƉĂĐƚƐ͘
͘ ƌŽƐŝŽŶĂĨĨĞĐƚŝŶŐƚŚĞƐƚƌƵĐƚƵƌĂůŝŶƚĞŐƌŝƚLJŽĨƚŚŽƐĞĨĞĂƚƵƌĞƐ͗dŚĞĂƉƉůŝĐĂƚŝŽŶƐƚĂƚĞƐƚŚĞ
ƐƚƌƵĐƚƵƌĂůŝŶƚĞŐƌŝƚLJŽĨĐƌŝƚŝĐĂůƐůŽƉĞƐŝƐƉƌĞƐĞƌǀĞĚƚŚƌŽƵŐŚƚŚĞƉƌŽƉŽƐĞĚůĂLJŽƵƚ͘/ŶŵŽƐƚ
ĐĂƐĞƐ͕ĐƌŝƚŝĐĂůƐůŽƉĞƐĂƌĞĂǀŽŝĚĞĚďLJĐŽŶĐĞŶƚƌĂƚŝŶŐĚĞǀĞůŽƉŵĞŶƚŽŶƉƌĞǀŝŽƵƐůLJ
ĚĞǀĞůŽƉĞĚĂƌĞĂƐŽĨƚŚĞƐŝƚĞ͘
͘ ^ƚŽƌŵǁĂƚĞƌĂŶĚĞƌŽƐŝŽŶͲƌĞůĂƚĞĚŝŵƉĂĐƚƐŽŶĂĚũĂĐĞŶƚƉƌŽƉĞƌƚŝĞƐ͗dŚĞĂƉƉůŝĐĂƚŝŽŶƐƚĂƚĞƐ
ƐƚŽƌŵǁĂƚĞƌŝƐŚĂŶĚůĞĚǀŝĂŽŶͲƐŝƚĞĚĞƚĞŶƚŝŽŶĨĂĐŝůŝƚŝĞƐĂŶĚĂƌĞĂƐŶĞĂƌƚŚĞĞdžŝƐƚŝŶŐƐƚƌĞĂŵ
ĂƌĞůĞĨƚƵŶĚŝƐƚƵƌďĞĚ͘
͘ ^ƚŽƌŵǁĂƚĞƌĂŶĚĞƌŽƐŝŽŶͲƌĞůĂƚĞĚŝŵƉĂĐƚƐƚŽĞŶǀŝƌŽŶŵĞŶƚĂůůLJƐĞŶƐŝƚŝǀĞĂƌĞĂƐƐƵĐŚĂƐ
ƐƚƌĞĂŵƐĂŶĚǁĞƚůĂŶĚƐ͗dŚĞĂƉƉůŝĐĂƚŝŽŶƐƚĂƚĞƐƚŚĞƌĞĂƌĞŶŽƉƌŽƉŽƐĞĚŝŵƉĂĐƚƐƚŽƐƚƌĞĂŵƐ
ĂŶĚǁĞƚůĂŶĚƐ͘
͘ /ŶĐƌĞĂƐĞĚƐƚŽƌŵǁĂƚĞƌǀĞůŽĐŝƚLJĚƵĞƚŽůŽƐƐŽĨǀĞŐĞƚĂƚŝŽŶ͗dŚĞĂƉƉůŝĐĂƚŝŽŶƐƚĂƚĞƐ
ǀĞŐĞƚĂƚŝŽŶŽŶƐůŽƉĞƐĂŶĚĂƌĞĂƐŶĞĂƌƚŚĞƐƚƌĞĂŵĂƌĞƉƌĞƐĞƌǀĞĚ͘
͘ ĞĐƌĞĂƐĞĚŐƌŽƵŶĚǁĂƚĞƌƌĞĐŚĂƌŐĞĚƵĞƚŽĐŚĂŶŐĞƐŝŶƐŝƚĞŚLJĚƌŽůŽŐLJ͗dŚĞĂƉƉůŝĐĂƚŝŽŶ
ƐƚĂƚĞƐŶŽŝŵƉĂĐƚƐƚŽŐƌŽƵŶĚǁĂƚĞƌƌĞĐŚĂƌŐĞĂƌĞĂŶƚŝĐŝƉĂƚĞĚ͘
&͘ >ŽƐƐŽĨŶĂƚƵƌĂůŽƌƚŽƉŽŐƌĂƉŚŝĐĨĞĂƚƵƌĞƐƚŚĂƚĐŽŶƚƌŝďƵƚĞƐƵďƐƚĂŶƚŝĂůůLJƚŽƚŚĞŶĂƚƵƌĂů
ďĞĂƵƚLJĂŶĚǀŝƐƵĂůƋƵĂůŝƚLJŽĨƚŚĞĐŽŵŵƵŶŝƚLJ͕ƐƵĐŚĂƐůŽƐƐŽĨƚƌĞĞĐĂŶŽƉLJ͕ĨŽƌĞƐƚĞĚĂƌĞĂƐ
ĂŶĚǁŝůĚůŝĨĞŚĂďŝƚĂƚ͗dŚĞĂƉƉůŝĐĂƚŝŽŶƐƚĂƚĞƐĂƌĞĂƉƌŽƉŽƐĞĚĨŽƌƌĞĚĞǀĞůŽƉŵĞŶƚŝƐŶŽƚĂ
ŶĂƚƵƌĂůŽƌĨŽƌĞƐƚĞĚĂƌĞĂ͘
^ƚĂĨĨŶĂůLJƐŝƐ
ŶǀŝƌŽŶŵĞŶƚĂů^ƵƐƚĂŝŶĂďŝůŝƚLJĞƉĂƌƚŵĞŶƚŽŵŵĞŶƚƐ
͘ ƌŽƐŝŽŶĂĨĨĞĐƚŝŶŐƚŚĞƐƚƌƵĐƚƵƌĂůŝŶƚĞŐƌŝƚLJŽĨƚŚŽƐĞĨĞĂƚƵƌĞƐ͗EŽĐŽŵŵĞŶƚ͘
͘ ^ƚŽƌŵǁĂƚĞƌĂŶĚĞƌŽƐŝŽŶͲƌĞůĂƚĞĚŝŵƉĂĐƚƐŽŶĂĚũĂĐĞŶƚƉƌŽƉĞƌƚŝĞƐ͗EŽĐŽŵŵĞŶƚ͘
͘ ^ƚŽƌŵǁĂƚĞƌĂŶĚĞƌŽƐŝŽŶͲƌĞůĂƚĞĚŝŵƉĂĐƚƐƚŽĞŶǀŝƌŽŶŵĞŶƚĂůůLJƐĞŶƐŝƚŝǀĞĂƌĞĂƐƐƵĐŚĂƐ
ƐƚƌĞĂŵƐĂŶĚǁĞƚůĂŶĚƐ͗dŚĞĂƉƉůŝĐĂŶƚƐƚĂƚĞƐƚŚĂƚ͞dŚĞƌĞĂƌĞŶŽƉƌŽƉŽƐĞĚŝŵƉĂĐƚƐƚŽ
ƐƚƌĞĂŵƐĂŶĚǁĞƚůĂŶĚƐ͘͟,ŽǁĞǀĞƌ͕ƚŚĞĂƉƉůŝĐĂŶƚŝƐƉƌŽƉŽƐŝŶŐƚŽƐĂƚŝƐĨLJƚŚĞŝƌ
ƐƚŽƌŵǁĂƚĞƌƋƵĂůŝƚLJƌĞƋƵŝƌĞŵĞŶƚƐďLJƉƵƌĐŚĂƐŝŶŐŶƵƚƌŝĞŶƚĐƌĞĚŝƚƐŽĨĨͲƐŝƚĞ͘dŚĞƐĞ
ƌĞƋƵŝƌĞŵĞŶƚƐĂƌĞŵĞĂŶƚƚŽĞŶƐƵƌĞƚŚĂƚŶŽŝŶĐƌĞĂƐĞŝŶƉŽůůƵƚĂŶƚƐŽĐĐƵƌƐĂƐƚŚĞƌĞƐƵůƚ
ŽĨůĂŶĚƵƐĞĐŽŶǀĞƌƐŝŽŶĨƌŽŵƌĞĚĞǀĞůŽƉŵĞŶƚ͘ƵƚŝĨƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐĂƌĞŵĞƚ͕ĞǀĞŶŝŶ
ƉĂƌƚďLJƉƵƌĐŚĂƐŝŶŐĐƌĞĚŝƚƐ͕ƚŚĞŶďLJĚĞĨĂƵůƚƚŚĞƉŽůůƵƚĂŶƚůŽĂĚŝŶŐĨƌŽŵƚŚĞƐŝƚĞŝŶƚŚĞ
ƉŽƐƚͲĚĞǀĞůŽƉŵĞŶƚƐƚĂƚĞǁŝůůďĞŚŝŐŚĞƌ͕ĂŶĚƚŚĞƌĞǁŝůůďĞƌĞƐƵůƚŝŶŐƐƚŽƌŵǁĂƚĞƌͲƌĞůĂƚĞĚ
ŝŵƉĂĐƚƐƚŽĞŶǀŝƌŽŶŵĞŶƚĂůůLJƐĞŶƐŝƚŝǀĞĂƌĞĂƐƐƵĐŚĂƐWŽůůŽĐŬƐƌĂŶĐŚ͕ǁŚŝĐŚŝƐƐŝƚƵĂƚĞĚ
ŝŵŵĞĚŝĂƚĞůLJďĞůŽǁƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚ͘dŚĞĂƉƉůŝĐĂŶƚĚŝĚŶŽƚŝŶĐůƵĚĞƚŚĞůŽĐĂƚŝŽŶŽĨ
WŽůůŽĐŬƐƌĂŶĐŚŽŶ^ŚĞĞƚϰ͕ƌŝƚŝĐĂů^ůŽƉĞƐ/ŵƉĂĐƚDĂƉ͕ŽĨƚŚĞƌŝƚŝĐĂů^ůŽƉĞƐtĂŝǀĞƌ
ZĞƋƵĞƐƚƐƵďŵŝƐƐŝŽŶĚĂƚĞĚϭϭͬϴͬϭϵ͘ƐĂƌĞƐƵůƚ͕ŝƚŝƐĚŝĨĨŝĐƵůƚƚŽĂƐƐĞƐƐƚŚĞĨƵůůŝŵƉĂĐƚŽĨ
ƚŚĞƉƌŽƉŽƐĞĚĚŝƐƚƵƌďĂŶĐĞŽĨĐƌŝƚŝĐĂůƐůŽƉĞƐŽŶWŽůůŽĐŬƐƌĂŶĐŚ͘
͘ /ŶĐƌĞĂƐĞĚƐƚŽƌŵǁĂƚĞƌǀĞůŽĐŝƚLJĚƵĞƚŽůŽƐƐŽĨǀĞŐĞƚĂƚŝŽŶ͗dŚĞĂƉƉůŝĐĂŶƚƐƚĂƚĞƐ
͞sĞŐĞƚĂƚŝŽŶŽŶƐůŽƉĞƐĂŶĚĂƌĞĂƐŶĞĂƌƚŚĞƐƚƌĞĂŵĂƌĞƉƌĞƐĞƌǀĞĚ͕͟ŚŽǁĞǀĞƌ͕ƚŚĞƌĞĂƌĞ
ƉƌŽƉŽƐĞĚŝŵƉĂĐƚƐƚŽĐƌŝƚŝĐĂůƐůŽƉĞƐĨŽƌƚŚĞĐƌĞĂƚŝŽŶŽĨƚǁŽŶĞǁƐƚŽƌŵǁĂƚĞƌŽƵƚĨĂůůƐƚŚĂƚ
ǁŝůůŝŶĚĞĞĚŚĂǀĞƚŽƌĞŵŽǀĞĞdžŝƐƚŝŶŐǀĞŐĞƚĂƚŝŽŶŽŶĐƌŝƚŝĐĂůƐůŽƉĞƐĂŶĚŶĞĂƌWŽůůŽĐŬƐ
ƌĂŶĐŚ͘dŚĞĂƉƉůŝĐĂŶƚĚŝĚŶŽƚŝŶĐůƵĚĞƚŚĞůŽĐĂƚŝŽŶŽĨWŽůůŽĐŬƐƌĂŶĐŚŽŶ^ŚĞĞƚϰ͕
ƌŝƚŝĐĂů^ůŽƉĞƐ/ŵƉĂĐƚDĂƉ͕ŽĨƚŚĞƌŝƚŝĐĂů^ůŽƉĞƐtĂŝǀĞƌZĞƋƵĞƐƚƐƵďŵŝƐƐŝŽŶĚĂƚĞĚ
ϭϭͬϴͬϭϵ͘ƐĂƌĞƐƵůƚ͕ŝƚŝƐĚŝĨĨŝĐƵůƚƚŽĂƐƐĞƐƐƚŚĞĨƵůůŝŵƉĂĐƚŽĨƚŚĞƉƌŽƉŽƐĞĚĚŝƐƚƵƌďĂŶĐĞ
ŽĨĐƌŝƚŝĐĂůƐůŽƉĞƐŽŶWŽůůŽĐŬƐƌĂŶĐŚ͘
E. ĞĐƌĞĂƐĞĚŐƌŽƵŶĚǁĂƚĞƌƌĞĐŚĂƌŐĞĚƵĞƚŽĐŚĂŶŐĞƐŝŶƐŝƚĞŚLJĚƌŽůŽŐLJ͗dŚĞĂƉƉůŝĐĂŶƚƐƚĂƚĞƐ
ƚŚĂƚ͞EŽŝŵƉĂĐƚƐƚŽŐƌŽƵŶĚǁĂƚĞƌĂƌĞĂŶƚŝĐŝƉĂƚĞĚ͘͟,ŽǁĞǀĞƌ͕ƚŚĞĂƉƉůŝĐĂŶƚŝƐƉƌŽƉŽƐŝŶŐ
ƚŽŵĞĞƚƚŚĞŝƌƐƚŽƌŵǁĂƚĞƌƋƵĂůŝƚLJƌĞƋƵŝƌĞŵĞŶƚƐďLJƉƵƌĐŚĂƐŝŶŐŽĨĨͲƐŝƚĞŶƵƚƌŝĞŶƚ
ĐƌĞĚŝƚƐ͘dŚŝƐƵŶĚĞƌŵŝŶĞƐƚŚĞƉƵƌƉŽƐĞͬŝŶƚĞŶƚ͞ƚŽƌĞĐŽŐŶŝnjĞƚŚĂƚƚŚĞĚĞǀĞůŽƉŵĞŶƚŽĨ
ĐƌŝƚŝĐĂůƐůŽƉĞƐŵĂLJƌĞƐƵůƚŝŶĐŽŶĐĞŶƚƌĂƚĞĚĂŶĚͬŽƌĞdžĐĞƐƐŝǀĞƐƚŽƌŵǁĂƚĞƌƌƵŶŽĨĨ͘͟dŚĞ
ĂĚĚŝƚŝŽŶŽĨϭ͘ϴϮĂĐƌĞƐŽĨŝŵƉĞƌǀŝŽƵƐĐŽǀĞƌƚŽƚŚĞƐŝƚĞǁŝůůĚĞĐƌĞĂƐĞƚŚĞĂŵŽƵŶƚŽĨ
ŐƌŽƵŶĚǁĂƚĞƌƌĞĐŚĂƌŐĞĂĐĐŽŵƉůŝƐŚĞĚďLJƚŚĞƐŝƚĞĂƐĂǁŚŽůĞ͘
F. >ŽƐƐŽĨŶĂƚƵƌĂůŽƌƚŽƉŽŐƌĂƉŚŝĐĨĞĂƚƵƌĞƐƚŚĂƚĐŽŶƚƌŝďƵƚĞƐƵďƐƚĂŶƚŝĂůůLJƚŽƚŚĞŶĂƚƵƌĂů
ďĞĂƵƚLJĂŶĚǀŝƐƵĂůƋƵĂůŝƚLJŽĨƚŚĞĐŽŵŵƵŶŝƚLJ͕ƐƵĐŚĂƐůŽƐƐŽĨƚƌĞĞĐĂŶŽƉLJ͕ĨŽƌĞƐƚĞĚĂƌĞĂƐ
ĂŶĚǁŝůĚůŝĨĞŚĂďŝƚĂƚ͗dŚĞĂƉƉůŝĐĂŶƚƐƚĂƚĞƐ͞ƌĞĂƉƌŽƉŽƐĞĚĨŽƌƌĞĚĞǀĞůŽƉŵĞŶƚŝƐŶŽƚĂ
ŶĂƚƵƌĂůŽƌĨŽƌĞƐƚĞĚĂƌĞĂ͕͟ŚŽǁĞǀĞƌƚŚĞĂƉƉůŝĐĂŶƚƉƌŽƉŽƐĞƐƚŽĚŝƐƚƵƌďĐƌŝƚŝĐĂůƐůŽƉĞƐƚŚĂƚ
ĂƌĞĐƵƌƌĞŶƚůLJĨŽƌĞƐƚĞĚĨŽƌŝŶƐƚĂůůĂƚŝŽŶŽĨƚǁŽŶĞǁƐƚŽƌŵǁĂƚĞƌŽƵƚĨĂůůƐ͘dŚŝƐůŽƐƐŽĨ
ĞdžŝƐƚŝŶŐƚƌĞĞĐĂŶŽƉLJǁŝůůĂĨĨĞĐƚƚŚĞŶĂƚƵƌĂůďĞĂƵƚLJŽĨƚŚĞĐŽŵŵƵŶŝƚLJĂŶĚƌĞĚƵĐĞǁŝůĚůŝĨĞ
ŚĂďŝƚĂƚ͘
ĚĚŝƚŝŽŶĂůŽŵŵĞŶƚƐ^ƉĞĐŝĨŝĐƚŽƌŝƚŝĐĂů^ůŽƉĞtĂŝǀĞƌdžŚŝďŝƚ
^ŚĞĞƚϮ
ϭ͘ WůĞĂƐĞĚĞƉŝĐƚƚŚĞĞdžƚĞŶƚƐŽĨĐƌŝƚŝĐĂůƐůŽƉĞƐƉƌŽƉŽƐĞĚƚŽďĞĚŝƐƚƵƌďĞĚŽŶƚŚŝƐƐŚĞĞƚƐŽ
ƚŚĂƚƐƚĂĨĨĐĂŶĚĞƚĞƌŵŝŶĞǁŚŝĐŚĂƌĞĂƐŽĨĐƌŝƚŝĐĂůƐůŽƉĞƐƉƌŽƉŽƐĞĚƚŽďĞĚŝƐƚƵƌďĞĚĂƌĞ
ĂůƌĞĂĚLJĚĞǀĞůŽƉĞĚ͘
Ϯ͘ ŶƐƵƌĞĂůůĞdžŝƐƚŝŶŐƵƚŝůŝƚLJůŝŶĞƐƚŚĂƚĂƌĞƚŽďĞĚĞŵŽůŝƐŚĞĚ͕ĞƐƉĞĐŝĂůůLJƚŚŽƐĞŝŶĐƌŝƚŝĐĂůƐůŽƉĞ
ĂƌĞĂƐ͕ĂƌĞůĂďĞůĞĚĂŶĚĚĞƉŝĐƚĞĚĂƐƐƵĐŚ͘^ŽŵĞĞdžŝƐƚŝŶŐůŝŶĞƐƚŚĂƚĂƌĞƉƌĞƐƵŵĂďůLJƚŽďĞ
ĚĞŵŽůŝƐŚĞĚĂƌĞŶŽƚůĂďĞůĞĚͬĚĞƉŝĐƚĞĚĂĐĐŽƌĚŝŶŐůLJ͘
ϯ͘ ŶƐƵƌĞĂůůĞdžŝƐƚŝŶŐƚƌĞĞƐƚŽďĞƌĞŵŽǀĞĚ͕ĞƐƉĞĐŝĂůůLJƚŚŽƐĞŝŶĐƌŝƚŝĐĂůƐůŽƉĞĂƌĞĂƐ͕ĂƌĞ
ůĂďĞůĞĚĂŶĚĚĞƉŝĐƚĞĚĂƐƐƵĐŚ͘^ĞǀĞƌĂůƚƌĞĞƐƚŚĂƚĂƌĞƉƌĞƐƵŵĂďůLJƚŽďĞƌĞŵŽǀĞĚĂƐŶŽƚ
ůĂďĞůĞĚͬĚĞƉŝĐƚĞĚĂĐĐŽƌĚŝŶŐůLJ͘
ϰ͘ džŝƐƚŝŶŐĐŚĂŝŶůŝŶŬĨĞŶĐĞƐĂƌĞŶŽƚůĂďĞůĞĚƚŽďĞƌĞŵŽǀĞĚŽƌƚŽďĞƉƌĞƐĞƌǀĞĚ͘WůĞĂƐĞůĂďĞů
ĂĐĐŽƌĚŝŶŐůLJ͘
^ŚĞĞƚϰ
ϱ͘ WůĞĂƐĞĚĞƉŝĐƚƚŚĞůŽĐĂƚŝŽŶŽĨWŽůůŽĐŬƐƌĂŶĐŚĂŶĚĂŶLJŽƚŚĞƌƐƚƌĞĂŵƐ͖ƚŚĞůŽĐĂƚŝŽŶŽĨĂŶLJ
ĞdžŝƐƚŝŶŐƐůŽƉĞƐŐƌĞĂƚĞƌƚŚĂŶϲϬй͖ĂŶĚƚŚĞůŽĐĂƚŝŽŶŽĨĂŶLJĞdžŝƐƚŝŶŐƌŽĐŬŽƵƚĐƌŽƉƉŝŶŐƐŽŶ
ƚŚĞƌŝƚŝĐĂů^ůŽƉĞƐ/ŵƉĂĐƚDĂƉ͘
ϲ͘ /ƚĂƉƉĞĂƌƐƚŚĂƚĞdžŝƐƚŝŶŐĐƌŝƚŝĐĂůƐůŽƉĞƐŝŶƚŚĞǀŝĐŝŶŝƚLJŽĨƚŚĞƉƌŽƉŽƐĞĚƐƚŽƌŵǁĂƚĞƌŽƵƚĨĂůů
ŽŶƚŚĞƐŽƵƚŚĞŶĚŽĨƚŚĞƉƌŽƉĞƌƚLJǁŝůůďĞŝŵƉĂĐƚĞĚďĞLJŽŶĚƚŚŽƐĞƚŚĂƚŚĂǀĞďĞĞŶ
ŝĚĞŶƚŝĨŝĞĚ͘ŶƐƵƌĞĂůůĐƌŝƚŝĐĂůƐůŽƉĞƐƚŚĂƚǁŝůůďĞŝŵƉĂĐƚĞĚĂƌĞĚĞƉŝĐƚĞĚĂŶĚŝŶĐůƵĚĞĚŝŶ
ƚŚĞĂƐƐŽĐŝĂƚĞĚĐĂůĐƵůĂƚŝŽŶƐŽĨƐƋƵĂƌĞĨĞĞƚĂŶĚƉĞƌĐĞŶƚĂŐĞŽĨĐƌŝƚŝĐĂůƐůŽƉĞƐŝŵƉĂĐƚĞĚ͘
ϳ͘ dŚĞƌĞŝƐĂƚŚŝĐŬďůĂĐŬůŝŶĞĚĞƉŝĐƚĞĚŽŶƚŚĞƐŽƵƚŚĞŶĚŽĨƚŚĞƉƌŽƉĞƌƚLJ͕ǁŝƚŚŝŶƚŚĞĂƌĞĂŽĨ
ĐƌŝƚŝĐĂůƐůŽƉĞƐƉƌŽƉŽƐĞĚƚŽďĞĚŝƐƚƵƌďĞĚ͕ƚŚĂƚŝƐŶŽƚůĂďĞůĞĚ͘tŚĂƚŝƐƚŚŝƐĨĞĂƚƵƌĞ͍
ŶŐŝŶĞĞƌŝŶŐĞƉĂƌƚŵĞŶƚŽŵŵĞŶƚƐ
'ĞŶĞƌĂů
/ŶƐƵĨĨŝĐŝĞŶƚŝŶĨŽƌŵĂƚŝŽŶŝƐƉƌĞƐĞŶƚĞĚƚŽĚĞƚĞƌŵŝŶĞƚŚĞĞdžƚĞŶƚĂŶĚůŽĐĂƚŝŽŶƐŽĨŝŵƉĂĐƚƚŽƚŚĞ
ĐƌŝƚŝĐĂůƐůŽƉĞƐŽŶͲƐŝƚĞ͘ŶĂƉƉƌŽǀĞĚƐƚŽƌŵǁĂƚĞƌŵĂŶĂŐĞŵĞŶƚƉůĂŶŚĂƐŶŽƚďĞĞŶĂĐƋƵŝƌĞĚ͘dŽ
ƚŚĂƚĞŶĚ͕ĐŚĂŶŐĞƐƚŽƚŚĞƐŝƚĞĚĞǀĞůŽƉŵĞŶƚŵĂLJƌĞƐƵůƚŝŶƐŝŐŶŝĨŝĐĂŶƚĐŚĂŶŐĞƐƚŽƚŚĞƉƌŽƉŽƐĞĚ
ƌŝƚŝĐĂů^ůŽƉĞƐ/ŵƉĂĐƚDĂƉƉƌĞƐĞŶƚĞĚ͘
ĚĚŝƚŝŽŶĂůŽŵŵĞŶƚƐ^ƉĞĐŝĨŝĐƚŽƌŝƚŝĐĂů^ůŽƉĞtĂŝǀĞƌdžŚŝďŝƚ
^ŚĞĞƚϰ
dŚĞŝŵƉĂĐƚŽĨĐƌŝƚŝĐĂůƐůŽƉĞƐŽƵƚƐŝĚĞŽĨƉĂƌĐĞůĂƌĞĂĂƌĞŶŽƚƐŚŽǁŶ͖ƵƚŝůŝƚLJŝŵƉĂĐƚŝƐƐŚŽǁŶŽŶĂ
^ƚŽŶĞŚĞŶŐĞǀĞŶƵĞƉƌŽƉĞƌƚLJ͘
WůĂŶŶŝŶŐĞƉĂƌƚŵĞŶƚŽŵŵĞŶƚƐ
WĞƌ^ĞĐƚŝŽŶϯϰͲϭϭϮϬ;ďͿ;ϲͿ;ĚͿ;ŝŝͿ͕ƚŚĞƐŚĂƉĞĂŶĚůŽĐĂƚŝŽŶŽĨƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞƐŵĂLJƵŶƌĞĂƐŽŶĂďůLJ
ƌĞƐƚƌŝĐƚƚŚĞƵƐĞĂŶĚĚĞǀĞůŽƉŵĞŶƚŽĨƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚŝĞƐŝŶĂŵĂŶŶĞƌŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞ
ŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶ͘ůƚĞƌŶĂƚŝǀĞƐŝƚĞůĂLJŽƵƚƐŵĂLJƌĞĚƵĐĞŝŵƉĂĐƚƐƚŽĐƌŝƚŝĐĂůƐůŽƉĞĂƌĞĂƐ͕ďƵƚ
ŵĂLJĂůƐŽŝŵƉĂĐƚŽƚŚĞƌĚĞǀĞůŽƉŵĞŶƚĨĂĐƚŽƌƐƐƵĐŚĂƐĂĐŚŝĞǀĂďůĞƌĞƐŝĚĞŶƚŝĂůƵŶŝƚĐŽƵŶƚƐĚƵĞƚŽ
ŝŶĐƌĞĂƐĞĚĐŽŶƐƚƌƵĐƚŝŽŶĐŽƐƚƐ͘
ϮϬϭϯŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶ
^ƚĂĨĨƌĞĐŽŵŵĞŶĚƐƚŚĞWůĂŶŶŝŶŐŽŵŵŝƐƐŝŽŶĐŽŶƐŝĚĞƌƚŚĞĨŽůůŽǁŝŶŐŐŽĂůƐŽĨƚŚĞŽŵƉƌĞŚĞŶƐŝǀĞ
WůĂŶǁŚŝůĞŵĂŬŝŶŐĂƌĞĐŽŵŵĞŶĚĂƚŝŽŶ͗
ŚĂƉƚĞƌϭ>ĂŶĚhƐĞ͕'ŽĂůϯ͘ϭZĞƐƉĞĐƚŶĂƚƵƌĂůƌĞƐŽƵƌĐĞƐĂŶĚƐĞŶƐŝƚŝǀĞĞŶǀŝƌŽŶŵĞŶƚĂů
ĂƌĞĂƐ͕ŝŶĐůƵĚŝŶŐĚĞƐŝŐŶĂƚĞĚĨůŽŽĚƉůĂŝŶĂƌĞĂƐ͕ƌŝǀĞƌƐĂŶĚƐƚƌĞĂŵƐ͘
ŚĂƉƚĞƌϰŶǀŝƌŽŶŵĞŶƚ͕'ŽĂůϯ͘ϱ/ŵƉƌŽǀĞƐƚƌĞĂŵĂŶĚǀĞŐĞƚĂƚĞĚďƵĨĨĞƌĐŽŶĚŝƚŝŽŶƐƚŽ
ŝŶĐƌĞĂƐĞǁŝůĚůŝĨĞĂŶĚĂƋƵĂƚŝĐŚĂďŝƚĂƚ͕ŐƌŽƵŶĚǁĂƚĞƌƌĞĐŚĂƌŐĞĂŶĚƐƚƌĞĂŵďĂƐĞĨůŽǁ͕
ĚĞĐƌĞĂƐĞƐĞĚŝŵĞŶƚĂƚŝŽŶĂŶĚŝŵƉƌŽǀĞĞŶǀŝƌŽŶŵĞŶƚĂůĂĞƐƚŚĞƚŝĐƐ͘
ŚĂƉƚĞƌϱ,ŽƵƐŝŶŐ͕'ŽĂůϯ͘ϭŽŶƚŝŶƵĞƚŽǁŽƌŬƚŽǁĂƌĚƚŚĞŝƚLJ͛ƐŐŽĂůŽĨϭϱйƐƵƉƉŽƌƚĞĚ
ĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐďLJϮϬϮϱ
ŚĂƉƚĞƌϱ,ŽƵƐŝŶŐ͕'ŽĂůϱ͘ϱ^ƵƉƉŽƌƚƌĞĚĞǀĞůŽƉŵĞŶƚŽĨƉƵďůŝĐĂŶĚͬŽƌŽƚŚĞƌƐƵďƐŝĚŝnjĞĚ
ŚŽƵƐŝŶŐƚŽƌĞͲŝŶƚĞŐƌĂƚĞƚŚŽƐĞƉƌŽƉĞƌƚŝĞƐŝŶƚŽĞdžŝƐƚŝŶŐŶĞŝŐŚďŽƌŚŽŽĚƐ͕ĐŽŶƐŝƐƚĞŶƚǁŝƚŚ
ŽƚŚĞƌŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶŽďũĞĐƚŝǀĞƐͬƐƚƌĂƚĞŐŝĞƐ͘tŚĞƌĞĂƉƉůŝĐĂďůĞ͕ƐƵƉƉŽƌƚƌĞƐŝĚĞŶƚďŝůů
ŽĨƌŝŐŚƚƐĂƐĨŽƌŵĂůůLJĂĚŽƉƚĞĚ͘
'ĞŶĞƌĂů>ĂŶĚhƐĞWůĂŶ
dŚĞĂƉƉƌŽǀĞĚ>ĂŶĚhƐĞWůĂŶĐĂůůƐĨŽƌƚŚĞƐŝƚĞƚŽďĞ,ŝŐŚĞŶƐŝƚLJZĞƐŝĚĞŶƚŝĂů͕ǁŚŝĐŚŝƐĚĞĨŝŶĞĚĂƐ
ĂĚĞŶƐŝƚLJŽĨŵŽƌĞƚŚĂŶϭϱĚǁĞůůŝŶŐƵŶŝƚƐƉĞƌĂĐƌĞ;hͿďLJƚŚĞϮϬϭϯŽŵƉƌĞŚĞŶƐŝǀĞWůĂŶ͘dŚĞ
ĂƉƉůŝĐĂŶƚĐƵƌƌĞŶƚůLJƉƌŽƉŽƐĞƐĂĚĞŶƐŝƚLJŽĨϭϰ͘Ϯϯh͘
^ƚĂĨĨZĞĐŽŵŵĞŶĚĂƚŝŽŶ
^ƚĂĨĨƌĞĐŽŵŵĞŶĚƐƚŚĞWůĂŶŶŝŶŐŽŵŵŝƐƐŝŽŶĨŽĐƵƐĞƐŽŶǁŚĞƚŚĞƌƚŚĞƉƵďůŝĐďĞŶĞĨŝƚƐŽĨ
ĚŝƐƚƵƌďĂŶĐĞŽĨƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞŽƵƚǁĞŝŐŚƚŚĞƉƵďůŝĐďĞŶĞĨŝƚƐŽĨŬĞĞƉŝŶŐƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞƐ
ƵŶĚŝƐƚƵƌďĞĚ͕ĂƐǁĞůůĂƐƚŚĞƉŽƚĞŶƚŝĂůŶĞŐĂƚŝǀĞĞƌŽƐŝŽŶĂŶĚƐƚŽƌŵǁĂƚĞƌŝŵƉĂĐƚƐƚŽ
ĞŶǀŝƌŽŶŵĞŶƚĂůůLJƐĞŶƐŝƚŝǀĞĂƌĞĂƐƚŚĂƚŵĂLJďĞĚĞƚƌŝŵĞŶƚĂůƚŽƚŚĞŚĞĂůƚŚ͕ƐĂĨĞƚLJ͕ĂŶĚǁĞůĨĂƌĞŽĨ
ƚŚĞƉƵďůŝĐ͘
WŽƚĞŶƚŝĂůŽŶĚŝƚŝŽŶƐ
^ŚŽƵůĚƚŚĞWůĂŶŶŝŶŐŽŵŵŝƐƐŝŽŶƌĞĐŽŵŵĞŶĚĂƉƉƌŽǀĂůŽĨƚŚĞƌŝƚŝĐĂů^ůŽƉĞǁĂŝǀĞƌ͕ƐƚĂĨĨ
ƌĞĐŽŵŵĞŶĚƐƚŚĞĐŽŶƐŝĚĞƌĂƚŝŽŶŽĨƚŚĞĨŽůůŽǁŝŶŐĐŽŶĚŝƚŝŽŶƐ͗
ϭ͘ ZĞƋƵŝƌĞĞƌŽƐŝŽŶĂŶĚƐĞĚŝŵĞŶƚĐŽŶƚƌŽůŵĞĂƐƵƌĞƐƚŚĂƚĞdžĐĞĞĚŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŝŶ
ŽƌĚĞƌƚŽŵŝƚŝŐĂƚĞƉŽƚĞŶƚŝĂůŝŵƉĂĐƚƐƚŽƵŶĚŝƐƚƵƌďĞĚĐƌŝƚŝĐĂůƐůŽƉĞƐĂƌĞĂƐ͕ƉĞƌ^ĞĐƚŝŽŶϯϰͲ
ϭϭϮϬ;ďͿ;ϭͿ;ĂͲĐͿ͕ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽ͗
Ă͘ ^ŝůƚĨĞŶĐĞǁŝƚŚǁŝƌĞƌĞŝŶĨŽƌĐĞŵĞŶƚĂŶĚƐŝdž;ϲͿĨĞĞƚƐƚĂŬĞƐƉĂĐŝŶŐ͕ĂŶĚ
ď͘ KƚŚĞƌŵĞĂƐƵƌĞƐŝŶĞdžĐĞƐƐŽĨŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐĚĞƚĞƌŵŝŶĞĚďLJŝƚLJ
ŶŐŝŶĞĞƌŝŶŐ^ƚĂĨĨƚŽďĞŶĞĐĞƐƐĂƌLJƚŽƉƌŽƚĞĐƚWŽůůŽĐŬƐƌĂŶĐŚĨƌŽŵƐĞĚŝŵĞŶƚĂƚŝŽŶ͘
Ϯ͘ dŚĞĐƌŝƚŝĐĂůƐůŽƉĞĂƌĞĂŽƵƚƐŝĚĞŽĨĂƉƉƌŽǀĞĚĞŶĐƌŽĂĐŚŵĞŶƚďŽƵŶĚĂƌŝĞƐƐŚĂůůďĞĐůĞĂƌůLJ
ŵĂƌŬĞĚŝŶƚŚĞĨŝĞůĚ͕ĂŶĚƚŚĞĂƉƉƌŽǀĞĚƐƚŽƌŵǁĂƚĞƌŵĂŶĂŐĞŵĞŶƚƉůĂŶĂŶĚĐŽŶƐƚƌƵĐƚŝŽŶ
ƉůĂŶƐŚĂůůŝŶĐůƵĚĞĂŶŽƚĞƌĞƋƵŝƌŝŶŐƐƵĐŚůŝŵŝƚƐŽĨĚŝƐƚƵƌďĞĚĂƌĞĂƚŽƌĞŵĂŝŶĨŽƌƚŚĞ
ĚƵƌĂƚŝŽŶŽĨĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚůĂŶĚĚŝƐƚƵƌďŝŶŐĂĐƚŝǀŝƚŝĞƐ͘
ϯ͘ &ŝŶĂůƐƚĂďŝůŝnjĂƚŝŽŶŽĨƚŚĞĂƌĞĂƐŽĨĐƌŝƚŝĐĂůƐůŽƉĞƐĚŝƐƚƵƌďĞĚƐŚĂůůďĞƉĞƌŵĂŶĞŶƚŵĞĂƐƵƌĞƐ
ƚŽŝŶĐůƵĚĞƌĞƉůĂŶƚŝŶŐŽĨŶĂƚŝǀĞƚƌĞĞĂŶĚƐŚƌƵďƐƉĞĐŝĞƐƚŽƌĞƐƚĂďŝůŝnjĞƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞƐ
ĂŶĚƉŽƚĞŶƚŝĂůǁŝůĚůŝĨĞŚĂďŝƚĂƚ͘
ϰ͘ ZĞƋƵŝƌĞĐŽŶƐƚƌƵĐƚŝŽŶŵĞƚŚŽĚƐƚŽƉŚĂƐĞĐŽŶƐƚƌƵĐƚŝŽŶŽĨƚŚĞďƵŝůĚŝŶŐƐ;ƚŚĞďƵŝůĚŝŶŐƐ
ĂĚũĂĐĞŶƚƚŽϭƐƚ^ƚƌĞĞƚƚŽďĞĐŽŶƐƚƌƵĐƚĞĚĨŝƌƐƚͿŝŶŽƌĚĞƌƚŽĐƌĞĂƚĞĂďĞƚƚĞƌƐƚĂďŝůŝnjĞĚƐŝƚĞ
ĂŶĚĐƌĞĂƚĞĂŵŽƌĞĞĨĨŝĐŝĞŶƚĞƌŽƐŝŽŶŵĞĂƐƵƌĞ͘
ϱ͘ WƌŝŽƌƚŽĚŝƐƚƵƌďĂŶĐĞĂƚƚŚĞƐŝƚĞ͕ŝŶƐƚĂůůĂĨŝdžĞĚ͕ŝŵŵŽǀĞĂďůĞďĂƌƌŝĞƌƚŽƉƌŽƚĞĐƚƌŽŽƚnjŽŶĞƐ
ŽĨĞdžŝƐƚŝŶŐƚƌĞĞƐŝĚĞŶƚŝĨŝĞĚƚŽďĞƉƌĞƐĞƌǀĞĚĂƚƚŚĞĚƌŝƉůŝŶĞƚŽƌĞŵĂŝŶƚŚƌŽƵŐŚŽƵƚĨƵůů
ĐŽŵƉůĞƚŝŽŶŽĨƚŚĞĐŽŶƐƚƌƵĐƚŝŽŶ͘
WůĂŶŶŝŶŐŽŵŵŝƐƐŝŽŶZŽůĞ͗ĚǀŝƐŽƌLJZĞĐŽŵŵĞŶĚĂƚŝŽŶ
dŚĞWůĂŶŶŝŶŐŽŵŵŝƐƐŝŽŶƐŚŽƵůĚĐŽŶƐŝĚĞƌĂůůŽĨƚŚĞŝŶĨŽƌŵĂƚŝŽŶƉƌĞƐĞŶƚĞĚďLJZ,ǁŝƚŚŝŶƚŚĞ
ǁĂŝǀĞƌĂƉƉůŝĐĂƚŝŽŶ͕ĂƐǁĞůůĂƐƚŚĞŝŶĨŽƌŵĂƚŝŽŶĂŶĚĂŶĂůLJƐŝƐƉƌŽǀŝĚĞĚďLJ^ƚĂĨĨ͕ĂŶĚƚŚĞŶ
ĚĞƚĞƌŵŝŶĞǁŚĞƚŚĞƌŽƌŶŽƚ͗
͘ tŝƚŚŝŶƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞĂƌĞĂ͕ĚŽƚŚĞƌĞĞdžŝƐƚĂŶLJŽĨƚŚĞĨŽůůŽǁŝŶŐƚŽƉŽŐƌĂƉŚŝĐĨĞĂƚƵƌĞƐ
ǁŚŽƐĞĚŝƐƚƵƌďĂŶĐĞŵĂLJĐĂƵƐĞŶĞŐĂƚŝǀĞŝŵƉĂĐƚƐ͍
;ŝͿ ƌŽƐŝŽŶĂĨĨĞĐƚŝŶŐƚŚĞƐƚƌƵĐƚƵƌĂůŝŶƚĞŐƌŝƚLJŽĨƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞƐ͕ĂĚũĂĐĞŶƚ
ƉƌŽƉĞƌƚŝĞƐ͕ŽƌĞŶǀŝƌŽŶŵĞŶƚĂůůLJƐĞŶƐŝƚŝǀĞĂƌĞĂƐ͘
;ŝŝͿ ^ƚŽƌŵǁĂƚĞƌŝŵƉĂĐƚƐƚŽĂĚũĂĐĞŶƚƉƌŽƉĞƌƚŝĞƐŽƌĞŶǀŝƌŽŶŵĞŶƚĂůůLJƐĞŶƐŝƚŝǀĞĂƌĞĂƐ͘
;ŝŝŝͿ >ŽƐƐŽĨƚƌĞĞĐĂŶŽƉLJĂŶĚǁŝůĚůŝĨĞŚĂďŝƚĂƚƚŚĂƚĐŽŶƚƌŝďƵƚĞƚŽƚŚĞŶĂƚƵƌĂůďĞĂƵƚLJĂŶĚ
ǀŝƐƵĂůƋƵĂůŝƚLJŽĨƚŚĞĐŽŵŵƵŶŝƚLJ͘
͘ ƌĞƚŚĞƌĞŐƌŽƵŶĚƐĨŽƌĂǁĂŝǀĞƌ͕ƉƵƌƐƵĂŶƚƚŽΑϯϰͲϭϭϮϬ;ďͿ;ϲͿ;ĚͿ͍
;ŝͿ WƵďůŝĐďĞŶĞĨŝƚƐŽĨĂůůŽǁŝŶŐĚŝƐƚƵƌďĂŶĐĞŽĨƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞƐŽƵƚǁĞŝŐŚƉƵďůŝĐ
ďĞŶĞĨŝƚƐŽĨŬĞĞƉŝŶŐƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞƐƵŶĚŝƐƚƵƌďĞĚ͘
;ŝŝͿ dŚĞ^ŝƚĞŚĂƐŝƐƐƵĞƐƐƵĐŚĂƐƵŶƵƐƵĂůƐŝnjĞ͕ƵŶƵƐƵĂůƚŽƉŽŐƌĂƉŚLJ͕ƵŶƵƐƵĂůƐŚĂƉĞ͕
ƵŶƵƐƵĂůůŽĐĂƚŝŽŶ͕ŽƌŽƚŚĞƌƵŶƵƐƵĂůƉŚLJƐŝĐĂůĐŽŶĚŝƚŝŽŶƐ͕ƚŚĞƌĞĨŽƌĞ͕ƌĞƋƵŝƌŝŶŐƚŚĞ
ĐƌŝƚŝĐĂůƐůŽƉĞƐƚŽƌĞŵĂŝŶƵŶĚŝƐƚƵƌďĞĚǁŽƵůĚĞĨĨĞĐƚŝǀĞůLJƉƌŽŚŝďŝƚŽƌƵŶƌĞĂƐŽŶĂďůLJ
ƌĞƐƚƌŝĐƚƚŚĞƵƐĞ͕ƌĞƵƐĞ͕ŽƌƌĞĚĞǀĞůŽƉŵĞŶƚŽĨƚŚĞ^ŝƚĞ͕KZǁŽƵůĚƌĞƐƵůƚŝŶ
ƐŝŐŶŝĨŝĐĂŶƚĚĞŐƌĂĚĂƚŝŽŶŽĨƚŚĞ^ŝƚĞŽƌĂĚũĂĐĞŶƚƉƌŽƉĞƌƚŝĞƐ͘
;ŝŝŝͿ tŽƵůĚŐƌĂŶƚŝŶŐƚŚĞƌĞƋƵĞƐƚĞĚǁĂŝǀĞƌďĞĚĞƚƌŝŵĞŶƚĂůƚŽƚŚĞŚĞĂůƚŚ͕ǁĞůĨĂƌĞ͕Žƌ
ƐĂĨĞƚLJŽĨƚŚĞƉƵďůŝĐ͍ĞƚƌŝŵĞŶƚĂůƚŽƚŚĞŽƌĚĞƌůLJĚĞǀĞůŽƉŵĞŶƚŽĨƚŚĞ^ŝƚĞŽƌ
ĂĚũĂĐĞŶƚƉƌŽƉĞƌƚŝĞƐ͍ŽŶƚƌĂƌLJƚŽƐŽƵŶĚĞŶŐŝŶĞĞƌŝŶŐƉƌĂĐƚŝĐĞƐ͍
͘ /ĨƚŚĞWůĂŶŶŝŶŐŽŵŵŝƐƐŝŽŶƌĞĐŽŵŵĞŶĚƐƚŚĂƚŽƵŶĐŝůƐŚŽƵůĚĂƉƉƌŽǀĞƚŚĞǁĂŝǀĞƌ
ƌĞƋƵĞƐƚ͕ĂƌĞƚŚĞƌĞĂŶLJĐŽŶĚŝƚŝŽŶƐƚŚĂƚĐŽƵůĚŵŝƚŝŐĂƚĞƚŚĞĂĚǀĞƌƐĞŝŵƉĂĐƚƐŽĨĚŝƐƚƵƌďŝŶŐ
ƚŚĞƌŝƚŝĐĂů^ůŽƉĞƌĞĂ͍
^ƵŐŐĞƐƚĞĚDŽƚŝŽŶƐ
ϭ͘ ͞/ŵŽǀĞƚŽƌĞĐŽŵŵĞŶĚĂƉƉƌŽǀĂůŽĨƚŚĞƌĞƋƵĞƐƚĞĚĐƌŝƚŝĐĂůƐůŽƉĞǁĂŝǀĞƌǁŝƚŚŶŽĐŽŶĚŝƚŝŽŶƐ͕
ďĂƐĞĚŽŶĂĨŝŶĚŝŶŐƚŚĂƚƌĞĨĞƌĞŶĐĞĂƚůĞĂƐƚŽŶĞ͗
x dŚĞƉƵďůŝĐďĞŶĞĨŝƚƐŽĨĂůůŽǁŝŶŐƚŚĞĚŝƐƚƵƌďĂŶĐĞŽƵƚǁĞŝŐŚƚŚĞďĞŶĞĨŝƚƐĂĨĨŽƌĚĞĚďLJ
ƚŚĞĞdžŝƐƚŝŶŐƵŶĚŝƐƚƵƌďĞĚĐƌŝƚŝĐĂůƐůŽƉĞ͕ƉĞƌ^ĞĐƚŝŽŶϯϰͲϭϭϮϬ;ďͿ;ϲͿ;ĚͿ;ŝͿ
x ƵĞƚŽƵŶƵƐƵĂůƉŚLJƐŝĐĂůĐŽŶĚŝƚŝŽŶƐ͕ŽƌƚŚĞĞdžŝƐƚŝŶŐĚĞǀĞůŽƉŵĞŶƚŽĨƚŚĞƉƌŽƉĞƌƚLJ͕
ĐŽŵƉůŝĂŶĐĞ ǁŝƚŚ ƚŚĞ ŝƚLJ͛Ɛ ĐƌŝƚŝĐĂů ƐůŽƉĞƐ ƌĞŐƵůĂƚŝŽŶƐ ǁŽƵůĚ ƉƌŽŚŝďŝƚ Žƌ
ƵŶƌĞĂƐŽŶĂďůLJ ƌĞƐƚƌŝĐƚ ƚŚĞ ƵƐĞ Žƌ ĚĞǀĞůŽƉŵĞŶƚ ŽĨ ƚŚĞ ƉƌŽƉĞƌƚLJ͕ ƉĞƌ ^ĞĐƚŝŽŶ ϯϰͲ
ϭϭϮϬ;ďͿ;ϲͿ;ĚͿ;ŝŝͿ
Ϯ͘ ͞/ŵŽǀĞƚŽƌĞĐŽŵŵĞŶĚĂƉƉƌŽǀĂůŽĨƚŚĞĐƌŝƚŝĐĂůƐůŽƉĞǁĂŝǀĞƌ͕ƐƵďũĞĐƚƚŽĐŽŶĚŝƚŝŽŶƐ͕ďĂƐĞĚ
ŽŶĂĨŝŶĚŝŶŐƚŚĂƚƌĞĨĞƌĞŶĐĞĂƚůĞĂƐƚŽŶĞ͗
x dŚĞƉƵďůŝĐďĞŶĞĨŝƚƐŽĨĂůůŽǁŝŶŐƚŚĞĚŝƐƚƵƌďĂŶĐĞŽƵƚǁĞŝŐŚƚŚĞďĞŶĞĨŝƚƐĂĨĨŽƌĚĞĚďLJ
ƚŚĞĞdžŝƐƚŝŶŐƵŶĚŝƐƚƵƌďĞĚĐƌŝƚŝĐĂůƐůŽƉĞ͕ƉĞƌ^ĞĐƚŝŽŶϯϰͲϭϭϮϬ;ďͿ;ϲͿ;ĚͿ;ŝͿ
x ƵĞƚŽƵŶƵƐƵĂůƉŚLJƐŝĐĂůĐŽŶĚŝƚŝŽŶƐ͕ŽƌƚŚĞĞdžŝƐƚŝŶŐĚĞǀĞůŽƉŵĞŶƚŽĨƚŚĞƉƌŽƉĞƌƚLJ͕
ĐŽŵƉůŝĂŶĐĞ ǁŝƚŚ ƚŚĞ ŝƚLJ͛Ɛ ĐƌŝƚŝĐĂů ƐůŽƉĞƐ ƌĞŐƵůĂƚŝŽŶƐ ǁŽƵůĚ ƉƌŽŚŝďŝƚ Žƌ
ƵŶƌĞĂƐŽŶĂďůLJ ƌĞƐƚƌŝĐƚ ƚŚĞ ƵƐĞ Žƌ ĚĞǀĞůŽƉŵĞŶƚ ŽĨ ƚŚĞ ƉƌŽƉĞƌƚLJ͕ ƉĞƌ ^ĞĐƚŝŽŶ ϯϰͲ
ϭϭϮϬ;ďͿ;ϲͿ;ĚͿ;ŝŝͿ
DLJŵŽƚŝŽŶĨŽƌĂƉƉƌŽǀĂůŝŶĐůƵĚĞƐƚŚĞĨŽůůŽǁŝŶŐĐŽŶĚŝƚŝŽŶƐ͗
ͺͺͺͺͺƚŚĞĨŽůůŽǁŝŶŐĨĞĂƚƵƌĞƐŽƌĂƌĞĂƐƐŚŽƵůĚƌĞŵĂŝŶƵŶĚŝƐƚƵƌďĞĚƐƉĞĐŝĨLJ
ͺͺͺͺͺ
ϯ͘ ͞/ŵŽǀĞƚŽƌĞĐŽŵŵĞŶĚĚĞŶŝĂůŽĨƚŚĞƌĞƋƵĞƐƚĞĚĐƌŝƚŝĐĂůƐůŽƉĞǁĂŝǀĞƌ͟
ƚƚĂĐŚŵĞŶƚƐ
͘ ƌŝƚŝĐĂů^ůŽƉĞtĂŝǀĞƌƉƉůŝĐĂƚŝŽŶ͕ƐƵďŵŝƚƚĞĚKĐƚŽďĞƌϭϲ͕ϮϬϭϵ
͘ ƌŝƚŝĐĂů^ůŽƉĞtĂŝǀĞƌ^ƵƉƉůĞŵĞŶƚ͕ƵƉĚĂƚĞƐƵďŵŝƚƚĞĚEŽǀĞŵďĞƌϴ͕ϮϬϭϵ
͘ ƌŝƚŝĐĂů^ůŽƉĞtĂŝǀĞƌdžŚŝďŝƚ͕ƵƉĚĂƚĞƐƵďŵŝƚƚĞĚEŽǀĞŵďĞƌϴ͕ϮϬϭϵ
͘ ƌŝƚŝĐĂů^ůŽƉĞƐKƌĚŝŶĂŶĐĞ
200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
SCALE
JOB NO.
SHEET NO.
STORMWATER MANAGEMENT NARRATIVE:
SUMMARY:
THE PROPOSED STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB REQUIREMENTS. THE STORMWATER RUNOFF RATES,
VOLUMES, AND VELOCITIES RESULTING FROM THIS DEVELOPMENT WILL BE IMPROVED PRIOR TO ENTERING THE CITY's STORM SEWER
SYSTEM. PLEASE SEE THE ATTACHED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR DETAILS, AND THIS SET OF PLANS FOR
ADDITIONAL INFORMATION AND SUMMARIZING TABLES.
STORMWATER QUANTITY:
THE POINT OF ANALYSIS FOR THIS PROJECT IS LOCATED ALONG THE DOWNSTREAM EXISTING CREEK, AS NOTED ON THIS PLAN. THE
SITE IN THE PRE-DEVELOPMENT AND POST-DEVELOPMENT SCENARIOS DRAIN TO THE POINT OF ANALYSIS.
THE SUBJECT PROPERTY IS CURRENTLY HEAVILY IMPERVIOUS AND HAS MULTIPLE EXISTING PIPE OUTFALLS DISCHARGING DIRECTLY
TO THE CREEK. THESE OUTFALLS ARE LABELED EXISTING SITE OUTFALL #1, EXISTING SITE OUTFALL #2, EXISTING SITE OUTFALL #3,
EXISTING SITE OUTFALL #4 AND EXISTING SITE OUTFALL #5. THE PRE-DEVELOPMENT SCENARIO ALSO RELEASES ONSITE RUNOFF VIA
OVERLAND FLOW. THIS IS REPRESENTED BY EXISTING SITE OUTFALL #6 AND EXISTING SITE OUTFALL #7. PRE-DEVELOPMENT SITE
OUTFALLS #1, 2 & 6 ARE PART OF ONE CHANNEL AND FLOOD PROTECTION ANALYSIS. PRE-DEVELOPMENT SITE OUTFALLS #3, 4, 5 & 7
ARE PART OF A SECOND SEPARATE CHANNEL AND FLOOD PROTECTION ANALYSIS.
IN THE POST-DEVELOPMENT STATE THERE ARE TWO PIPED OUTFALLS THAT DISCHARGE DIRECTLY TO THE CREEK. THESE TWO
OUTFALLS ARE LABELED PROPOSED SITE OUTFALL #1 AND PROPOSED SITE OUTFALL #2. THE POST-DEVELOPMENT STATE ALSO
RELEASES ONSITE RUNOFF VIA OVERLAND FLOW. THIS IS REPRESENTED BY PROPOSED SITE OUTFALLS #3 AND 4.
POST-DEVELOPMENT SITE OUTFALLS #1 & 3 ARE PART OF ONE CHANNEL AND FLOOD PROTECTION ANALYSIS. POST-DEVELOPMENT SITE
OUTFALLS #2 & 4 ARE PART OF A SECOND SEPARATE CHANNEL AND FLOOD PROTECTION ANALYSIS.
THE TOTAL ONSITE DRAINAGE AREA FOR EXISTING SITE OUTFALLS #1-7 IS EQUAL TO THE TOTAL ONSITE DRAINAGE AREA FOR
PROPOSED SITE OUTFALLS #1-4.
IN SUMMARY, CHANNEL PROTECTION FOR THE ONSITE AREAS IS MET THROUGH 9VAC25-870-66 SECTION B.3.a AND FLOOD
PROTECTION IS MET THROUGH 9VAC25-870-66 SECTION C.2.b. FOR BOTH ANALYSES. COMPLIANCE WITH THESE SECTIONS IS
ACHIEVED PRIMARILY THROUGH TWO PROPOSED SWM FACILITIES AND THE REDUCTION OF RUNOFF EXITING THE PROPERTY
UNDETAINED. PLEASE NOTE, THE LOCATION OF THE UNDERGROUND DETENTION FACILITIES IS LOCATED AWAY FROM THE CRITICAL SLOPES AREA.
PLEASE SEE THE ATTACHED CALCULATIONS PACKET AND THIS PLAN FOR ADDITIONAL DETAILS.
STORMWATER QUALITY:
WITH THE REDEVELOPMENT OF THE PROPERTY AND INCORPORATING THE DESIGN OF THE UNITS (AS REQUESTED BY THE RESIDENTS), THERE ARE NO
AVAILABLE SPACES FOR TRADITIONAL SWM FEATURES. IN ADDITION, ANY ONSITE FACILITY WOULD REQUIRE ADDITIONAL FUNDS FOR MAINTENANCE
AND UPKEEP. THESE COSTS WOULD TAKE AWAY FROM THE FUNDS AVAILABLE FOR USE ON RENTS AND DOWN PAYMENTS FOR AFFORDABLE
HOUSING IN THE COMMUNITY. BECAUSE OF THIS, THE BEST MANAGEMENT PRACTICES CHOSEN FOR THIS DEVELOPMENT ARE
PRESERVING OPEN SPACES AND PURCHASING OF NUTRIENT CREDITS. THE PRESERVED OPEN SPACES WILL BE PROTECTED BY AN
EASEMENT WITH A MAINTENANCE AGREEMENT. AFTER THE APPLICATION OF THE PRESERVED OPEN SPACES, A FINAL PHOSPHOROUS
REMOVAL RATE OF 4.24 lbs/yr. IS REQUIRED FOR THIS DEVELOPMENT.
200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
JOB NO.
SCALE
SHEET NO.
200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
SCALE
JOB NO.
SHEET NO.
5/8/2018 Charlottesville, VA Code of Ordinances
Sec. 34-1120. - Lot regulations, general.
(a) Frontage requirement. Every lot shall have its principal frontage on a street or place (i) that
has been accepted by the city for maintenance, or (ii) that a subdivider or developer has been
contractually obligated to install as a condition of subdivision or site plan approval and for
which an adequate Ònancial guaranty has been furnished to the city. Except for Óag lots,
stem lots, and cul-de-sac lots, or other circumstances described within the city's subdivision
ordinance, no lot shall be used, in whole or in part, for any residential purpose unless such
lot abuts a street right-of-way for at least the minimum distance required by such subdivision
ordinance for a residential lot.
(b) Critical slopes.
(1) Purpose and intent. The provisions of this subsection (hereinafter, "critical slopes
provisions") are intended to protect topographical features that have a slope in excess
of the grade established and other characteristics in the following ordinance for the
following reasons and whose disturbance could cause one (1) or more of the following
negative impacts:
a. Erosion a×ecting the structural integrity of those features.
b. Stormwater and erosion-related impacts on adjacent properties.
c. Stormwater and erosion-related impacts to environmentally sensitive areas such
as streams and wetlands.
d. Increased stormwater velocity due to loss of vegetation.
e. Decreased groundwater recharge due to changes in site hydrology.
f. Loss of natural or topographic features that contribute substantially to the natural
beauty and visual quality of the community such as loss of tree canopy, forested
areas and wildlife habitat.
These provisions are intended to direct building locations to terrain more suitable to
development and to discourage development on critical slopes for the reasons listed
above, and to supplement other regulations and policies regarding encroachment of
development into stream bu×ers and Óoodplains and protection of public water
supplies.
(2) DeÒnition of critical slope. A critical slope is any slope whose grade is 25% or greater
and:
a. A portion of the slope has a horizontal run of greater than twenty (20) feet and its
total area is six thousand (6,000) square feet or greater; and
b. A portion of the slope is within two hundred (200) feet of any waterway as
identiÒed on the most current city topographical maps maintained by the
department of neighborhood development services.
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5/8/2018 Charlottesville, VA Code of Ordinances
Parcels containing critical slopes are shown on the map entitled "Properties
Impacted by Critical Slopes" maintained by the department of neighborhood
development services. These critical slopes provisions shall apply to all critical slopes
as deÒned herein, notwithstanding any subdivision, lot line adjustment, or other
action a×ecting parcel boundaries made subsequent to the date of enactment of this
section.
(3) Building site required. Every newly created lot shall contain at least one (1) building site.
For purposes of this section, the term building site refers to a contiguous area of land in
slopes of less than 25%, as determined by reference to the most current city
topographical maps maintained by the department of neighborhood development
services or a source determined by the city engineer to be of superior accuracy,
exclusive of such areas as may be located in the Óood hazard overlay district or under
water.
(4) Building site area and dimensions. Each building site in a residential development shall
have adequate area for all dwelling unit(s) outside of all required yard areas for the
applicable zoning district and all parking areas. Within all other developments subject to
the requirement of a site plan, each building site shall have adequate area for all
buildings and structures, parking and loading areas, storage yards and other
improvements, and all earth disturbing activity related to the improvements.
(5) Location of structures and improvements. The following shall apply to the location of
any building or structure for which a permit is required under the Uniform Statewide
Building Code and to any improvement shown on a site plan pursuant to Article VII of
this chapter:
a. No building, structure or improvement shall be located on any lot or parcel within
any area other than a building site.
b. No building, structure or improvement, nor any earth disturbing activity to
establish such building, structure or improvement shall be located on a critical
slope, except as may be permitted by a modiÒcation or waiver.
(6) ModiÒcation or waiver.
a. Any person who is the owner, owner's agent, or contract purchaser (with the
owner's written consent) of property may request a modiÒcation or waiver of the
requirements of these critical slopes provisions. Any such request shall be
presented in writing and shall address how the proposed modiÒcation or waiver
will satisfy the purpose and intent of these provisions.
b. The director of neighborhood development services shall post on the city website
notice of the date, time and place that a request for a modiÒcation or waiver of the
requirements of these critical slopes provisions will be reviewed and cause written
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5/8/2018 Charlottesville, VA Code of Ordinances
notice to be sent to the applicant or his agent and the owner or agent for the
owner of each property located within Òve hundred (500) feet of the property
subject to the waiver. Notice sent by Òrst class mail to the last known address of
such owner or agent as shown on the current real estate tax assessment books,
postmarked not less than Òve (5) days before the meeting, shall be deemed
adequate. A representative of the department of neighborhood development
services shall make aÕdavit that such mailing has been made and Òle the aÕdavit
with the papers related to the site plan application.
c. All modiÒcation or waiver requests shall be submitted to the department of
neighborhood development services, to be reviewed by the planning commission.
In considering a requested modiÒcation or waiver the planning commission shall
consider the recommendation of the director of neighborhood development
services or their designee. The director, in formulating his recommendation, shall
consult with the city engineer, the city's environmental manager, and other
appropriate oÕcials. The director shall provide the planning commission with an
evaluation of the proposed modiÒcation or waiver that considers the potential for
soil erosion, sedimentation and water pollution in accordance with current
provisions of the Commonwealth of Virginia Erosion and Sediment Control
Handbook and the Virginia State Water Control Board best management practices,
and, where applicable, the provisions of Chapter 10 of the City Code. The director
may also consider other negative impacts of disturbance as deÒned in these
critical slope provisions.
d. The planning commission shall make a recommendation to city council in
accordance with the criteria set forth in this section, and city council may
thereafter grant a modiÒcation or waiver upon making a Ònding that:
(i) The public beneÒts of allowing disturbance of a critical slope outweigh the
public beneÒts of the undisturbed slope (public beneÒts include, but are not
limited to, stormwater and erosion control that maintains the stability of the
property and/or the quality of adjacent or environmentally sensitive areas;
groundwater recharge; reduced stormwater velocity; minimization of
impervious surfaces; and stabilization of otherwise unstable slopes); or
(ii) Due to unusual size, topography, shape, location, or other unusual physical
conditions, or existing development of a property, one (1) or more of these
critical slopes provisions would e×ectively prohibit or unreasonably restrict
the use, reuse or redevelopment of such property or would result in
signiÒcant degradation of the site or adjacent properties.
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5/8/2018 Charlottesville, VA Code of Ordinances
No modiÒcation or waiver granted shall be detrimental to the public health,
safety or welfare, detrimental to the orderly development of the area or
adjacent properties, or contrary to sound engineering practices.
e. In granting a modiÒcation or waiver, city council may allow the disturbance of a
portion of the slope, but may determine that there are some features or areas that
cannot be disturbed. These include, but are not limited to:
(i) Large stands of trees;
(ii) Rock outcroppings;
(iii) Slopes greater than 60%.
City council shall consider the potential negative impacts of the disturbance
and regrading of critical slopes, and of resulting new slopes and/or retaining
walls. City council may impose conditions as it deems necessary to protect the
public health, safety or welfare and to insure that development will be
consistent with the purpose and intent of these critical slopes provisions.
Conditions shall clearly specify the negative impacts that they will mitigate.
Conditions may include, but are not limited to:
(i) Compliance with the "Low Impact Development Standards" found in the City
Standards and Design Manual.
(ii) A limitation on retaining wall height, length, or use;
(iii) Replacement of trees removed at up to three-to-one ratio;
(iv) Habitat redevelopment;
(v) An increase in storm water detention of up to 10% greater than that required
by city development standards;
(vi) Detailed site engineering plans to achieve increased slope stability, ground
water recharge, and/or decrease in stormwater surface Óow velocity;
(vii) Limitation of the period of construction disturbance to a speciÒc number of
consecutive days;
(viii) Requirement that reseeding occur in less days than otherwise required by
City Code.
(7) Exemptions. A lot, structure or improvement may be exempt from the requirements of
these critical slopes provisions, as follows:
a. Any structure which was lawfully in existence prior to the e×ective date of these
critical slopes provisions, and which is nonconforming solely on the basis of the
requirements of these provisions, may be expanded, enlarged, extended, modiÒed
and/or reconstructed as though such structure were a conforming structure. For
the purposes of this section, the term "lawfully in existence" shall also apply to any
4/5
5/8/2018 Charlottesville, VA Code of Ordinances
structure for which a site plan was approved or a building permit was issued prior
to the e×ective date of these provisions, provided such plan or permit has not
expired.
b. Any lot or parcel of record which was lawfully a lot of record on the e×ective date
of this chapter shall be exempt from the requirements of these critical slopes
provisions for the establishment of the Òrst single-family dwelling unit on such lot
or parcel; however, subparagraph (5)(b) above, shall apply to such lot or parcel if it
contains adequate land area in slopes of less than 25% for the location of such
structure.
c. Driveways, public utility lines and appurtenances, stormwater management
facilities and any other public facilities necessary to allow the use of the parcel
shall not be required to be located within a building site and shall not be subject to
the building site area and dimension requirements set forth above within these
critical slopes provisions, provided that the applicant demonstrates that no
reasonable alternative location or alignment exists. The city engineer shall require
that protective and restorative measures be installed and maintained as deemed
necessary to insure that the development will be consistent with the purpose and
intent of these critical slopes provisions.
(9-15-03(3); 11-21-05; 1-17-06(7); 1-17-12; 7-16-12)
5/5
CITY OF CHARLOTTESVILLE
DEPARTMENT OF NEIGHBORHOOD DEVELOPMENT SERVICES
STAFF REPORT
APPLICATION FOR APPROVAL OF A FINAL SITE PLAN
PLANNING COMMISSION REGULAR MEETING
DATE OF MEETING: December 10, 2019
Project Planner: Matt Alfele, AICP
Date of Staff Report: December 1, 2019
Development: Carlton Views Apartment III (Tax Map ID 560043000)
Applicant: Tom Papa, Carlton Views III, LLC
Applicant’s Representative(s): Scott Collins, P.E., Collins Engineering
Current Property Owner: Carlton Views III, LLC
Applicable City Code Provisions: 34-800 – 34-827 (Site Plans)
Zoning District: PUD (Planned Unit Development)
Reason for Planning Commission Review: Site plans associated with a property with a
designation of PUD are subject to review by the Planning Commission per Section 34-820(d)(1).
Vicinity Map
Page 1 of 7
Standard of Review
Approval of a site plan is a ministerial function, as to which the Planning Commission has little
or no discretion. When an applicant has submitted a site plan that complies with the
requirements of the City’s Site Plan Ordinance, then approval of the plan must be granted. In
the event the Planning Commission determines there are grounds upon which to deny approval
of a site plan, the motion must clearly identify the deficiencies in the plan, that are the basis for
the denial, by reference to specific City Code sections and requirements. Further, upon
disapproval of a site plan, the Planning Commission must identify the modifications or
corrections that would permit approval of the plan.
Summary
Scott Collins, P.E. of Collins Engineering, acting as agent for Carlton Views III, LLC is requesting
the approval of a final site plan to construct the last phase of the Carlton Views PUD. This
phase will include forty-eight (48) one and two bedroom apartments, parking, a recreation
area, and a dog park. City Council approved the rezoning of the parcel from M-I Industrial to
PUD on December 17, 2018 with proffered conditions. During review of the site plan, staff has
found the applicant to be in compliance with the approved proffers and development plan with
the possible exception of proffer 3(f):
The Landowners shall retain the existing tree canopy on the east side of the Subject
property, adjacent to Franklin Street, within an area designated as open space for the
PUD. The final site plan for the PUD development shall depict how this requirement will
be satisfied.
In order to accommodate a recreational space onsite, the developer is removing three trees
from the northeast edge of the property. Staff believes the removal of any existing canopy
from the east side of the property would be in violation of proffer 3(f). The applicant has
provided a letter (Attachment B) indicating how proffer 3(f) is being satisfied and the removal
and replacement of existing trees is not a violation. Per section 34-820(d)(1), Planning
Commission is the reviewing body for site plans connected to PUDs. Planning Commission
needs to decide if the site plan (Attachment A), as presented, conforms to the signed proffer
statement. If Planning Commission finds the removal and replacement of trees on the eastern
side of the property is in conformance with the signed proffer statement, staff recommends
approval of the site plan (conditioned on all comments within the Comment Letter dated
October 31, 2019 be addressed, Attachment D).
Site Plan Compliance
Site plans are reviewed for compliance with City codes and standards. An overview of site plan
requirements and the location of those items on the site plan are outlined below.
Page 2 of 7
Site Plan Requirements
A. Compliance with applicable zoning district regulation
PUD Planned Unit Development (per Sections 34-490 - 34-517)
The property is zoned Planned Unit Development (PUD). The project complies with all
requirements of the development plan and signed proffer statement, with the possible
exception of proffer statement 3(f).
B. Compliance with the City’s Erosion and Sediment Control ordinance, Chapter 10
The applicant’s erosion and sediment control plan can be found on pages 10 through 13
of the site plan. Once comments in the letter dated October 31, 2019 are addressed,
the plan will be in compliance.
C. Compliance with General Standard for site plans (Sections 34-800 - 34-827)
1. General site plan information, including but not limited to project,
property, zoning, site, and traffic information: Found on Sheets 1 and
1B.
2. Existing condition and adjacent property information: Found on Sheet 2.
3. Phasing plan: Found on Sheet 1. This is the final phase (phase IV) of the
Carlton Views PUD.
4. Topography and grading: Found on Sheet 5.
5. Existing landscape and trees: Found on Sheet 2.
6. The name and location of all water features: NA.
7. One hundred-year flood plain limits: NA.
8. Existing and proposed streets and associated traffic information: Found
on Sheets 1 through 3.
9. Location and size of existing water and sewer infrastructure: Found on
Sheet 4.
10. Proposed layout for water and sanitary sewer facilities and storm drain
facilities: Found of Sheets 4, 6, and 7.
11. Location of other existing and proposed utilities and utility easements:
Found on Sheet 4.
12. Location of existing and proposed ingress to and egress from the
property, showing the distance to the centerline of the nearest existing
street intersection: Found on Sheet 3.
13. Location and dimensions of all existing and proposed improvements:
Found on Sheets 3 through 9.
Page 3 of 7
14. All areas intended to be dedicated or reserved for public use: Found on
Sheet 3 (Sidewalks).
15. Landscape plan: Found on Sheet 8.
16. Where deemed appropriate by the director due to intensity of
development:
a. Estimated traffic generation figures for the site based upon
current ITE rates: Found on Sheet 1.
D. Additional information to be shown on the site plan as deemed necessary by the
director or Commission in order to provide sufficient information for the director or
Commission to adequately review the site plan.
On December 17, 2018 City Council approved the rezoning of the subject property to
PUD with a development plan and signed proffer statement. The development plan can
be found as Attachment C. Below are the approved proffered conditions:
1. Specific Development—The Subject Property shall be developed in accordance with
the PUD Development Plan. (Attachment C)
2. Provision of Accessible, Affordable Dwelling Units--Where the PUD Development Plan
indicates residential uses, the portion(s) of the Subject Property that will contain
residential dwelling units shall incorporate handicapped-accessible dwelling units and
affordable dwelling units, as set forth following below.
a. Affordable dwelling units (ADUs), as defined within the City’s Zoning
Ordinance, will be provided within the PUD, as follows:
i. at all times: at least thirty percent (30%) of the affordable dwelling units
required by the City’s Zoning Ordinance (“Required ADUs”) within the
PUD shall be occupied by, or reserved for occupancy by, households
having income of not more than 60% AMI; and ii. at all times: at least
fifteen percent (15%) of the Required ADUs within the PUD shall be
occupied by, or reserved for occupancy by, households having income of
not more than 40% AMI.
b. Handicapped-accessible units will be provided among the Required ADUs,
meeting Uniform Federal Accessibility Standards (“UFAS”) standards for
accessibility, or Virginia Housing Development Authority (“VHDA”) standards for
universal design; specifically: at least fifteen percent (15%) of the Required ADUs
within the PUD shall meet UFAS guidelines for accessibility, and at least thirty
percent (30%) of the Required ADUs within the PUD shall meet VHDA guidelines
for universal design.
Page 4 of 7
c. The Landowners shall record within the land records of the Circuit Court for
the City of Charlottesville one or more instruments containing covenants or
restrictions assuring that the Subject Property will provide the Required ADUs
referenced in Paragraph 2(a), above, for a period of not less than twenty (20)
years from the date the first Required ADU is occupied by a household of
persons meeting the applicable AMI requirements. The Landowners shall notify
the City’s zoning administrator promptly of the date on which the first Required
ADU is occupied by a household of persons meeting the applicable AMI
requirements.
d. Administration of the Required ADUs shall be conducted in a manner such
that books and records will be kept to document the following:
i. section 8 voucher holders will have first priority for occupancy of any
available Required ADU within the PUD;
ii. each owner of a residential dwelling unit within the PUD shall maintain
records documenting the household income of the occupants of the
dwelling unit, and (as to units offered for rental at market rates) of the
owner’s efforts to obtain funding or financing to facilitate the occupancy
of the dwelling unit as an ADU in accordance with the AMI levels
referenced in paragraph 2(a), above; and
iii. once per year the Landowners shall provide a written report to the
zoning administrator, accompanied by evidence that the requirements of
paragraphs 2(a)(ii)(1) and (2) have been satisfied.
e. Notwithstanding the foregoing: if, on or before December 31, 2019, both of
the following conditions (i) and (ii) have been satisfied, then one hundred
percent (100%) of the residential dwelling units within the PUD will be affordable
dwelling units (“Required ADUs”) subject to the provisions of 2(b) – (d) preceding
above:
i. federal tax credits have been approved and syndicated, AND
ii. permanent financing has been obtained for construction of the project
as a one-hundred-percent affordable housing project.
iii. Further: if conditions (e)(i) and (e)(ii) are both satisfied on or before
December 31, 2019, then thirty percent (30%) of the Required ADUs
provided in accordance with this paragraph (e) shall be occupied by, or
reserved for occupancy by, households having income of not more than
60% AMI, and fifteen percent (15%) of the Required ADUs shall be
occupied by, or reserved for occupancy by, households having income of
not more than 30% AMI. This information cannot be determined at site
plan review.
Page 5 of 7
3. Development design and features—in addition to any requirements of the City’s
zoning ordinance, subdivision ordinance, water protection ordinance, or other
applicable laws or ordinances, the use and development of the Subject Property shall
comply with all of the following:
a. No building or structure within the PUD shall exceed a height of 65 feet
Building elevations demonstrating compliance with this requirement shall be
included within the final site plan for the PUD development. Found on Sheet 1,
satisfied, but will be checked again during building permit review.
b. Each building façade that fronts on Carlton Avenue shall be designed to
include a door or other entrance feature. Building elevations depicting how this
requirement will be satisfied shall be included within the final site plan for the
PUD development. Found on Sheet 3 and will be checked again during building
permit review.
c. Within the PUD, the number of on-site parking spaces shall not exceed the
minimum required by the City’s zoning ordinance; however, if additional parking
spaces are required as a condition of receiving grant funding, or other financing,
to support the provision of the Required ADUs, then upon presentation of
documentation of such requirement to the City’s zoning administrator, a
landowner may include the additional number of on-site parking spaces
necessary for receipt of such funding/ financing. Found on Sheet 3, satisfied.
d. All outdoor light fixtures shall be equipped with full-cutoff luminaires, and
with devices for redirecting light (e.g., shields, visors, hoods, etc.) to eliminate
light glare and block direct light spillover onto neighboring properties. Each light
fixture shall be recessed to conceal the light source from all viewing positions
except those positions permitted to receive illumination. Directional task lighting
(e.g., floodlights, spotlights, sign lights, etc.) shall illuminate only the intended
task, and no light from any fixture(s) used in such task lighting shall shine directly
onto neighboring properties or roadways, nor shall any task lighting have the
effect of causing an excessive amount of light to be released skyward. Found on
Sheet 9, satisfied.
e. Upon written request from a public official of the City of Charlottesville, a
landowner shall provide a location within the Subject Property at which
Charlottesville Area Transit can, without charge, establish a bus stop/ shelter.
The City shall bear the cost of providing, installing and maintaining the bus stop/
shelter. Not requested to date.
f. The Landowners shall retain the existing tree canopy on the east side of the
Subject property, adjacent to Franklin Street, within an area designated as open
space for the PUD. The final site plan for the PUD development shall depict how
Page 6 of 7
this requirement will be satisfied. This is the question before Planning
Commission.
4. Site design shall provide pedestrian linkages connecting on-site buildings,
buildings on-site open space, and neighborhoods adjacent to the PUD. These
pedestrian linkages shall be depicted within the final site plan proposed for the
PUD development. Found on Sheet 3, satisfied.
E. Compliance with Additional Standards for Specific Uses (Sections 34-930 - 34-938)
A Dumpster is being proposed per Section 34-932. Found on Sheet C3.
Public Comments Received
One member of the public has stopped by to review the plan and had concerns with doors on
the dumpster. Carlton Views I has a dumpster with doors, but they are always open. A Site
Plan Conference was held with the public on September 18, 2019.
Recommendation
If Planning Commission finds the applicant has satisfied proffer 3(f), staff recommends approval
of the final site plan conditional on all comments within the October 31, 2019 Comment Letter
being addressed.
If Planning Commission finds that applicant has not satisfied proffer 3(f), staff recommends
denial of the final site plan.
Attachments
A. Final Site Plan dated October 9, 2019
B. Letter to Planning Commission from the applicant dated November 11, 2019
C. Approved Development Plan
D. Staff Comment Letter Dated October 31, 2019
Page 7 of 7
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JOB NO.
SIGNATURE PANEL
SCALE
SHEET NO.
STORMWATER MANAGEMENT NARRATIVE:
SUMMARY:
THE PROPOSED STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB REQUIREMENTS. THE STORMWATER RUNOFF RATES,
VOLUMES, AND VELOCITIES RESULTING FROM THIS DEVELOPMENT WILL BE IMPROVED PRIOR TO ENTERING THE CITY's STORM SEWER
SYSTEM. FOR DETAILS, PLEASE SEE THE ATTACHED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR THIS PLAN, THIS PLAN's
, THE ORIGINALLY APPROVED '
SHEET 3, THE APPROVED ' AND THE '
' ASSOCIATED WITH THE APPROVED AMENDMENT.
SUMMARIZING TABLES ARE ALSO PROVIDED ON THIS SHEET SHOWING COMPLIANCE WITH MINIMUM CITY & STATE REQUIREMENTS.
ALSO, PRIOR TO THE CONSTRUCTION OF THE EXISTING CARLTON VIEWS APARTMENTS (PARCEL C/ PHASE II) THE EXISTING GROUND
COVER ON PARCELS C & D WAS HEAVILY IMPERVIOUS. THIS ESTABLISHES THE PRE-DEVELOPMENT CONDITIONS FOR BOTH PARCELS C
& D. IN ACCORDANCE WITH THE APPROVED CARLTON VIEWS APARTMENTS SITE PLAN AMENDMENT DATED 4/8/15, UNDER SHEET 17's
STORMWATER MANAGEMENT NARRATIVE's SECTION ENTITLED 'STORMWATER DETENTION', "
" IN ACCORDANCE WITH THIS, THE PRE-DEVELOPMENT PLAN & CALCULATIONS REFLECT THE PRE-CONSTRUCTION
CONDITIONS ON PARCEL D, WHILE THE POST-DEVELOPMENT PLAN & CALCULATIONS REFLECT THE FULL BUILD OUT OF PARCELS C & D
(PHASES II & IV RESPECTFULLY).
STORMWATER QUANTITY:
AS STATED ABOVE, THE PRE-CONSTRUCTION GROUNDCOVER & CONDITIONS ARE APPLICABLE TO PARCEL D's CALCULATIONS.
HOWEVER, IN ACCORDANCE WITH CITY ENGINEERING DIRECTION THE CURRENT CONDITIONS SHOULD BE REFLECTED ON THIS PLAN
SHEET FOR THE GRAPHICAL REPRESENTATION OF THE PRE-DEVELOPMENT STATE. AS A RESULT, THE CALCULATIONS AND PLAN VIEWS
ARE REPRESENTATIVE OF THESE STIPULATIONS.
THE POINT OF ANALYSIS IS LOCATED IN THE DOWNSTREAM INTERCONNECTED EXISTING STORM SEWER SYSTEM LOCATED IN CARLTON
AVENUE. THIS POINT OF ANALYSIS IS DOWNSLOPE FROM THE DEVELOPMENT. THIS STORM SEWER SYSTEM CONTAINS AN OUTFALL PIPE
THAT DRAINS THE SITE AND ACTS AS THE SITE OUTFALL. THIS SITE OUTFALL EXISTS IN THE PRE-CONSTRUCTION AND FINAL BUILD
OUT CONDITIONS AND IS LABELED SITE OUTFALL #1. PLEASE NOTE, THE ENERGY BALANCE COMPUTATION IS LIMITED TO THE ONSITE
PRE- AND POST-DEVELOPMENT AREAS WITHIN THE HATCHED DA SO 1 SUBAREA (§DRAINAGE AREA SITE OUTFALL #1).
IN SUMMARY, CHANNEL PROTECTION FOR THE ONSITE AREAS IS MET THROUGH 9VAC25-870-66 SECTION B.3.a AND FLOOD
PROTECTION IS MET THROUGH 9VAC25-870-66 SECTION C.2.b. COMPLIANCE WITH THESE SECTIONS IS ACHIEVED THROUGH THE
OVERALL REDUCTION IN POST-DEVELOPMENT (FINAL BUILDOUT) IMPERVIOUS AREA. PLEASE SEE THE ATTACHED CALCULATIONS
*$55(77675((768,7(.&+$5/277(69,//(9$
PACKET FOR ADDITIONAL DETAILS.
STORMWATER QUALITY:
THE FINAL BUILDOUT OF THIS SITE WILL MODIFY A HEAVILY IMPERVIOUS PRE-CONSTRUCTION SITE. THIS PROJECT WAS ORIGINALLY
APPROVED WITH TWO BUILDINGS AND ITS ASSOCIATED INFRASTRUCTURE. THE DEVELOPMENT WAS LATER AMENDED AND APPROVED
FOR THE CONSTRUCTION OF 1 BUILDING AND ITS ASSOCIATED INFRASTRUCTURE. THE SECOND BUILDING's CONSTRUCTION WAS
ALWAYS ENVISIONED, THOUGH ITS SPECIFIC USE FOR PLANNING's PURPOSES WAS NOT KNOWN AT THE TIME OF ITS APPROVAL.
EVIDENCE OF THE ENVISIONED SECOND HALF OF THE DEVELOPMENT ON PARCEL D IS IN THE AMENDMENT's APPROVED SHEET 17's
STORMWATER MANAGEMENT NARRATIVE DESCRIBED ABOVE. ADDITIONALLY, IN THE AMENDMENT's ACCOMPANYING APPROVED
CALCULATIONS PACKET IT STATES '
THIS TOO PROVIDES EVIDENCE THAT THE DEVELOPMENT OF PARCEL D WAS ALWAYS ENVISIONED AND WAS JOB NO.
ACCOUNTED FOR. TO CONFIRM THE PROPOSED PLAN's DEVELOPMENT OF PARCEL D DOES NOT EXCEED THIS 1.61 lbs/yr. CREDIT, A
CURRENT VERSION OF THE VRRM SPREADSHEET HAS BEEN SUBMITTED FOR PARCEL D CORRESPONDING TO THIS PROPOSED PLAN's
LIMIT OF DISTURBANCE. AS ANTICIPATED, THE OVERALL REDUCTION OF IMPERVIOUS AREA REMAINS SUFFICIENT FOR WATER QUALITY
COMPLIANCE. PLEASE SEE THE ATTACHED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS. SCALE
SHEET NO.
Attachment B
November 11, 2019
Planning Commission
City of Charlottesville
610 East Market Street
Charlottesville, VA 22902
RE: Carlton Views III – Tree Canopy Proffer
Commissioners,
Please accept this letter as an explanation of how the above referenced project proposes to meet the
accepted proffer 3(f) related to “retaining the existing tree canopy on the east side of the Subject
property, adjacent to Franklin Street”.
In order to accommodate the necessary site amenities for the project, including an active recreation
area and dog park, three (3) of the existing trees within the wooded area adjacent to Franklin Street will
be removed. The existing canopy from these (3) trees is calculated (based on the field survey of the
canopy and dripline) to be approximately 860 square feet.
To mitigate the loss in tree canopy, additional trees will be planted in the area adjacent to Franklin
Street. The addition of these trees will add approximately 1,496 square feet in tree canopy, replacing
the existing canopy on the east side of the property with over 1 ½ times as much new tree canopy.
The following is a list of the proposed trees to be removed and planted:
Existing impacted Tree Buffer Area:
18” Oak – approximately 385 SF existing tree canopy
Medium shade tree – approximately 290 SF existing tree canopy
Medium shade tree – approximately 185 SF existing tree canopy
Total impacted tree canopy: 860
Proposed mitigation for Tree Buffer Area:
(1) London Planetree = 368 sf tree canopy
(2) Willow oaks = 740 sf tree canopy
(1) Dogwood = 124 sf tree canopy
(6) Nellie Stevens = 264 sf tree canopy
Total proposed new tree canopy: 1,496 sf
The proposed trees will not only increase the overall tree canopy but will also serve to mitigate street
and neighboring property exposure to the parking area and proposed parking lights. The project
anticipates a total tree canopy of 9,055 sf, which is twice the required tree canopy for the overall
development.
Sincerely,
Scott Collins
Attachment C
Attachment D
C I TY O F CHA R LO T TESV I LLE
“A World Class City”
Neighborhood Development Services
610 East Market Street
Charlottesville, VA 22902
Telephone 434-970-3182
Fax 434-970-3359
www.charlottesville.org
October 31, 2019
Collins Engineering
Attn: Scott Collins, P.E.
200 Garrett Street
Suite K
Charlottesville, VA 22902
RE: Carlton Views Phase IV (Carlton Views Apartments III) (1339 Carlton Avenue
TMP: 560043000) FINAL SITE PLAN
Scott,
The above referenced final site plan was submitted to the office for an initial round of review
on August 27, 2019 and a second round of review on October 10, 2019. Staff has reviewed
proposed development and found the following deficiencies. Per Section 34-820(2) the
proposed development is denied. You have a ninety day “grace period” to address these
deficiencies and resubmit the plan without fees for review. This grace period will expire on
December 15, 2019. Revisions not submitted by this date will be considered a new
submittal and new fees will be assessed. If you are unable to re-submit by this date, you can
request an extension on the project per Section 34- 823(e) of the City Code.
1. Comments from Hugh Blake, Engineer, may be sent under separate cover
2. Comments from Matt Alfele, City Planner, are attached.
3. Comments from Amanda Poncy, Bicycle and Pedestrian Coordinator, are attached.
4. Comments from Roy Nester, Utilities, are attached.
Please revise the plan and resubmit 4 hard copies and a digital file for additional review. If
you have questions, please contact me at 434-970-3636 or alfelem@charlottesville.org
Sincerely yours,
Page 1 of 4
Attachment D
Matt Alfele
C: Collins Engineering, Attn: Scott Collins, P.E., scott@collins-engineering.com
Carlton Views III, LLC
7 E 2nd Street
Richmond, VA 23224
Missy Creasy
Hugh Blake
Amanda Poncy
Roy Nester
Page 2 of 4
Attachment D
City Staff have made a good faith effort to identify all deficiencies within August 27,
2019 and October 10, 2019 submissions; however, in the event that there remains any
other deficiency which, if left uncorrected, would violate local, state or federal law,
regulations, or mandatory engineering and safety requirements, such other
deficiency shall not be considered, treated or deemed as having been approved. These
comments are based on the current submission; future submissions may generate
additional comments. The following items need to be addressed in the revised site
plan: Be advised that major changes to the site plan may result in new comments not
reflected in this review
Engineering
City Engineer – Hugh Blake
(May be sent under separate cover)
Planning
City Planner – Matt Alfele
1. Proffer 3(f) states: The Landowners shall retain the existing tree canopy on the
east side of the Subject property, adjacent to Franklin Street, within an area
designated as open space for the PUD. The final site plan for the PUD development
shall depict how this requirement will be satisfied. The supplemental letter (dated
October 9, 2019 and titled Carlton Views III -Parcel D Letter of Modification), and
corresponding site plan indicates trees will be removed from this area. Only City
Council can modify a proffer condition through Section 34-66(d). The developer has
three options as it relates to this proffer:
a. Update the site plan to show all existing trees to remain and indicate on the
site plan how the trees will be protected during construction;
b. Petition City Council through Section 34-66(d) to modify proffer 3(f);
c. Per Section 34-820(d)(1) the Planning Commission is the reviewing
authority for PUDs. The applicant can make a case that the development, as
proposed, complies with proffer 3(f). December 10, 2019 would be the
earliest Planning Commission agenda to address this question.
Traffic
Bicycle and Pedestrian Coordinator – Amanda Poncy
2. I agree with the amount shown on Sheet 1, but please include the specific
calculation (1 space/2 units).
3. REPEAT COMMENT: (P) Sheet 2: Please include existing street widths, right of way
widths and pavement widths per Sec. 34-827 d(8). I realize these are included on
Page 3 of 4
Attachment D
Sheet 3, but they should also be shown on the Existing Conditions exhibit. They
should also be shown for Franklin Street.
4. REPEAT COMMENT: (P) Sheet 2: Please include dimensions of existing and
proposed walkways and locations of curb ramps at Franklin and Carlton per Sec. 34-
827 d(13). I realize these are included on Sheet 3 and 6, but they should also be
shown on the Existing Conditions exhibit.
5. Sheet 3: As drawn, it appears that there is curbing across the dumpster pad. There
should be ramp here, but no truncated dome. Please revise.
6. Sheet 3: The note about transitioning to from a CG-2 to flush curb does not clarify
things. There is still curb shown between the bike racks and the turnaround area.
Please remove unless there is reason to keep it.
Utilities
Utility Engineer – Roy Nester
General:
7. Please show where electrical / telephone / cable / fiber-optic service is provided to
the proposed building. Please clearly differentiate between above ground and
below ground lines. If these proposed lines are below ground and in City ROW,
please provide a profile for these lines. Power lines in ROW will need to be in a
concrete encased duct-bank.
Water:
8. Thank you for the water demand calculations. Based on a peak demand of 95 GPM,
a 2-inch water meter will be required for this project. Please revise the notes to
reflect this.
9. Repeat Comment: On sheet 7, the W6.1 and W6.2 details have been superseded.
Please use current versions as applicable.
10. Please add a note below the updated W6.2 detail that the current City standard 2-
inch meter setter is a McDonald 720B712WFFF 775.
11. On sheet 4, please move the 2-inch water meter further into ROW. We want the box
at least 5-feet from the concrete stairs so if we ever have to excavate the box, we
have room to work and are less likely to damage / undermine the steps.
SANITARY SEWER
12. The sanitary sewer flow calculations submitted are not acceptable. In these
calculations, the methodology and assumptions have changed from the previous 3
phases. Please refer to your previous calculations and update them as needed for
this development. We have provided you via email the previous calculations that
were acceptable for Phase 3.
Page 4 of 4
Attachment D
Memorandum
Neighborhood Development Services
Office of the City Engineer
City Hall Annex, 610 East Market St., Charlottesville
To: Matt Alfele
From: Hugh K. Blake, PE
Date: 31 October 2019
Subject: 1335 Carlton Avenue Phase III (Carlton Views III Parcel D) – Engineering
Review Comments
Hello Matt:
Below are my engineering review comments for this project.
GENERAL
1. REPEAT COMMENT: Provide the appropriate fees for final engineering review:
SWM plan review.
2. REPEAT COMMENT: The LOD linetype could not be located. Provide the
linetype for this.
3. REPEAT COMMENT: Provide a retaining wall report for proposed walls that
meet the threshold as shown in the Standards and Design Manual.
4. REPEAT COMMENT: “Delay work as long as possible…” is not a design note
that can be enforced by an inspector. Provide additional construction instructions
for the erosion and sediment control notes: As one example, explain how the
building and footers will be constructed in close proximity to the sediment trap.
Is this feasible?
SHEET 2
1. REPEAT COMMENT: Clarify the location of the ROW along Carlton Avenue.
Provide the approved plat. There has been a question concerning the extent of the
ROW.
SHEET 14
1. Provide the stormwater management analysis in the pre-developed condition for
Parcel C. This was granted from the previous approved plan (confirmed, recently,
over the telephone, as I understand this).
2. The watershed summary table shows On-site pre-developed and post-developed
areas that are different (0.90 and 0.96 acres). These areas need to be equal.
Revise analysis.
Attachment D
3. Revise stormwater text to reflect the areas for Parcel D, only.
SWM
1) REPEAT COMMENT: (Emphasis added.) Provide a VRRM spreadsheet
(Redevelopment) for the entirety of parcel D (and LOD beyond the parcel where
relevant). Furthermore, regarding quality, identify all site outfalls (from parcel D), Limits
of Analysis, and provide either the energy balance for each or otherwise compliant
channel protection analysis. Provide details of the Flood Protection analysis as well.
-In association with the above, provide all relevant Tc paths (with flow regime data),
drainage areas, curve numbers, etc. for existing and proposed conditions.
TR-55 Worksheet 2 and 4 shows DA SO-1 (Pre-Dev) and DA SO-1 (Post-Dev.) with
different areas. These areas need to be equal. Revise analysis.
Future reviews may generate additional comments.
Sincerely,
Hugh K. Blake, PE