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FINAL SITE PLAN
RED ROBIN -RUTHERFORD CROSSING
STONEWALL MAGISTERIAL DISTRICT
TAX PARCEL 43-A-10OF
NORTHERN CORNER OF US -1 7 AND MERCHANT STREET INTERSECTION
SITE PLAN STATISTICS
TAX MAP NUMBER:
43 -A -100F
PARCEL:
LOT 100 F OF RUTHERFORD CROSSING
NEAREST INTERSECTION:
MERCHANT ST / ROUTE 11
ZONING:
B-2 (GENERAL BUSINESS DISTRICT)
MAGISTERIAL DISTRICT:
STONEWALL
EXISTING USE:
VACANT/UNDEVELOPED
PROPOSED USE OF STRUCTURES:
RESTAURANT
PARCEL AREA (IN ACRES):
5.43 ACRES
LAND DISTURBANCE (IN ACRES):
1.55 ACRES
SITE/LEASE AREA (IN ACRES):
1.44 ACRES
GROSS FLOOR AREA:
5,670 SF
NET FLOOR AREA:
5,217 SF
FLOOR AREA RATIO (F.A.R.):
0.02
ALLOWED F.A.R.:
1.0
FRONT SETBACK REQUIRED, PROVIDED
50', 78'
SIDE SETBACK REQUIRED, PROVIDED
0', 462'
REAR SETBACK REQUIRED, PROVIDED
0', 99'
PARKING REQUIRED
1 SPACE/100 SF SEATING FLOOR AREA = 53 SPACES
PARKING PROVIDED
89 SPACES
INTERIOR LANDSCAPING REQUIRED
5% OF PARKING AREA = 32,506*.05 = 1,625 SF
INTERIOR LANDSCAPING PROVIDED
6,242 SF
WETLANDS ON SITE (Y/N):
NO
WETLANDS PERMITS REQUIRED (Y/N), PERMIT #:
NO
RPA ON SITE (Y/N):
NO
KNOWN HISTORIC BUILDINGS OR FEATURES (Y/N):
NO
KNOWN PLACES OF BURIAL (Y/N):
NO
METHOD FOR SOLID WASTE STORAGE:
DUMPSTER
METHOD OF SOLID WASTE COLLECTION:
TRASH TRUCK
BUILDING CODE USE GROUP/TYPE OF CONSTRUCTION:
TYPE IIB
FCSA PROJECT INFORMATION
WATER AND SANITARY SEWER USAGE
WATER DEMAND: 3,300 GPD
SANITARY SEWER DISCHARGE: 3,300 GPD
CALCULATION OF DEMAND / DISCHARGE
WATER DEMAND:
RESTAURANT: 3,300 GPD
SEWER DISCHARGE:
SEWER DISCHARGE EQUALS WATER DEMAND
RESPONSIBLE LAND DISTURBER CERTIFICATE
RLD #:
NAME:
TELEPHONE NUMBER:
UTILITY CONTACTS
1. SANITARY SEWER/ FREDERICK COUNTY SANITATION AUTHORITY 3. TELEPHONE: VERIZON
WATER: EARL WILEY TIM KELLEY
P.O. BOX 1877 404 HILLSDALE LANE
WINCHESTER, VA 22604 WINCHESTER, VA 22602
540-868-1061 540-665-3156
2. POWER: RAPPAHANNOCK ELECTRIC COOPERATIVE 4. GAS: WASHINGTON GAS
DAVE KELLER TIM HOCKMAN
137 KELLEY COURT P.O. BOX 2400
FRONT ROYAL, VA 22630 WINCHESTER, VA 22604
540-622-5124 540-869-1111
WINCHESTER, FREDERICK COUNTY, VA
MARCH 21, 2017
VICINITY MAP
SCALE: 1" = 2000'
PROJECT DESCRIPTION NARRATIVE
THE PROPOSED PROJECT IS FOR A 5,670 SF RESTAURANT. THE CURRENT SITE IS VACANT AND IS ZONED B-2, GENERAL BUSINESS
DISTRICT, PER THE FREDERICK COUNTY, VA ZONING MAP. THE PROPOSED IMPROVEMENTS WILL CONSIST OF PAVING, UTILITIES,
STORMWATER MANAGEMENT STRUCTURES, AND LANDSCAPING. NO VARIANCES OR EXCEPTIONS TO THE ZONING, DEVELOPMENT
CODE, OR CURRENT PROFFERS ARE ANTICIPATED. PLEASE REFERENCE THE RECENTLY APPROVED PLANS FOR THE SITE (#03-16),
APPROVED RUTHERFORD CROSSING SITE PLAN (#55-07 AND ORIGINAL SITE PLAN #13-07), APPROVED MASTER SITE PLAN #04-02
AND #14-06, AND REZONING (#17-06) FOR FULL PROFFERS.
OWNER/APPLICANT/ ENGINEER OF RECORD
1. RECORDED OWNER: RUTHERFORD FARM, LLC
C/O NV RETAIL
8230 LEESBURG PIKE, SUITE 620
VIENNA, VA 22182
703-448-4311
2. APPLICANT: NV RETAIL
8230 LEESBURG PIKE, SUITE 620
VIENNA, VA 22182
703-448-4311
3. PLAN PREPARER: KIMLEY-HORN AND ASSOCIATES, INC.
11400 COMMERCE PARK DRIVE, SUITE 400
RESTON, VA 20191
703-674-1300
CONTACT: TRACY LOWER, P.E.
SHEET INDEX
SHEET LIST TABLE
SHEET NUMBER
SHEET TITLE
C000
COVER SHEET
C001
PROFFERS
C100
EXISTING CONDITIONS & DEMOLITION PLAN
C150
EROSION & SEDIMENT CONTROL PLAN - PHASE 1
C151
EROSION & SEDIMENT CONTROL PLAN - PHASE 2
C152
EROSION & SEDIMENT CONTROL NOTES & DETAILS 1
C153
EROSION & SEDIMENT CONTROL NOTES & DETAILS 2
C200
OVERALL SITE PLAN
C201
SITE PLAN
C202
LIFE SAFETY PLAN
C203
PHOTOMETRIC PLAN
C250
SITE PLAN DETAILS 1
C251
SITE PLAN DETAILS 2
C252
SITE PLAN DETAILS 3
C300
GRADING PLAN
C400
DRAINAGE PLAN
C410
DRAINAGE PROFILES AND CALCULATIONS
C420
PRE -DEVELOPMENT DA MAP
C421
POST -DEVELOPMENT DA MAP
C500
UTILITY PLAN
C510
UTILITY PROFILES
C550
UTILITY & DRAINAGE DETAILS 1
C551
UTILITY & DRAINAGE DETAILS 2
L100
LANDSCAPE PLAN
L200
LANDSCAPE NOTES AND DETAILS
LEGEND
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APPROVAL BLOCK LAND DEVELOPMENT
APPLICATION NUMBER #06-17
ZONING ADMINISTRATOR
DATE
APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE
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94 AMENDMENT
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Action:
PLANNING COMMISSION: December 6, 2006 - Recommended Denial
BOARD OF SUPERVISORS: January 24, 2007 ID APPROVED ❑ DENIED
AN ORDINANCE AMENDING
THE ZONING DISTRICT MAP
REZONING 417-06 OF RUTHERFORD CROSSING
WHEREAS, Rezoning #17-06 of Rutherford Crossing, submitted by Greenway Engineering, to rezone
22.45 acres from B3 (Industrial Transition) District to B2 (General Business) District and 8.55 acres from
Ml (Light Industrial) District to B2 District, totaling 31 acres, with proffers, for a retail center, was
considered. The properties are located at the northeast quadrant of the intersection of Interstate 81 (Exit
317) and Martinsburg Pike (Route 11) in the Stonewall Magisterial District, and are identified by Property
Identification Numbers 43-A-99 and 43-A-100. An additional property to be subject to proffers, but notto
be rezoned, is identified by Property Identification Number 43-A-98. This property is located east of
Interstate 81, approximately 1,500 feet north of the intersection of Interstate 81 and Martinsburg Pike
(Route 11) in the Stonewall Magisterial District.
WHEREAS, the Planning Commission held a public hearing on this rezoning on December 6,2006;
and
WHEREAS, the Board of Supervisors held a public heating on this rezoning on January 24,2007; and
WHEREAS, the Frederick County Board of Supervisors finds the approval of this rezoning to be in
the best interest of the public health, safety, welfare, and in conformance with the Comprehensive
Policy Plan;
NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of Supervisors that
Chapter 165 of the FrederickCounty Code, Zoning, is amended ded to revise the Zoning District Map to
change 22.45 acres from B3 Industrial Transition District to B2 General Business District and 8.55
acres from Ml (Light Industrial) District to B2 District, totaling 31 acres, with proffers, for a retail
center, as described by the application and plat submitted, subject to the attached conditions voluntarily
proffered in writing by the applicant and the property owners.
PDRes. #09-07 .
Gmeoway Eogiucesing April 5, 2004 Rutherford Crossing Rezoning
Revised September 5, 2006
Revisal October 26, 2006
Revised November 7, 2OD6
Revised November 29, 2006
RevisedDecember21, 2006
Revised January 17, 2007
3.) Right of Way Dedication and Reservation
a.
The Applicant, Rutherford Farm LLC (Tax Parcel
#43 (A -100) hereby
agrees to reserve right of way without financial compensation for the benefit
of the Commonwealth of Virginia along Martinsburg Pike (U.S. Route 11
North) to implement the Rutherford's Farm Route 11 Public Improvements
Plan approved by VDOT on February 17, 2004. In the event the
Commonwealth of Virginia requests the reservation to be dedicated, the
Applicant, Rutherford Farm, LLC, shall prepare and execute a deed of
dedication and a right-of-way dedication plat to be provided to VDOT for
signature within 90 days of said request.
b.) The Applicant, Rutherford Farm, LLC (Tax Parcel #43-((A))-100, and the
Record Owner, Virginia Apple Storage, Inc., (Tax Parcel #43-((A))-98)
hereby agree to reserve right of way without financial compensation for the
benefit of the Commonwealth of Virginia along Interstate 81 as shown on
Interstate 81 Improvement Study VDOT Project No. 0081 -968 -FI I, PE -100
MP 305 to West Virginia State Line Frederick County, dated November 1998
(specifically noted on Sheet 24 of said study). In the event the
Commonwealth of Virginia requests the reservation to be dedicated, the
Applicant, Rutherford Farm, LLC and the Record Owner, Virginia Apple
Storage, hic., shall prepare and execute a deed of dedication and a right-of-
way dedication plat to be provided to VDOT for signature within 90 days of
said request.
c.) The Record Owners, C. Robert Solenberger, John S. Scully, IV, and John B.
Schroth (Tax Parcel #43-((A))-99), hereby agree to prepare and execute a
deed of dedication and a right-of-way dedication plat for the benefit of
Frederick County within 90 days of request by the County for the land located
within the 350 -foot wide Route 37 corridor on Tax Parcel #43-((A))-99 as
demonstrated on the Frederick County Route 37 R.O.W. Map and further I
identified on Zoning Exhibit "B" prepared by Bury+Partners, dated January
2007. Additionally, the Record Owners, C. Robert Solenberger, John S.
Scully, IV, and John B. Schroth (Tax Parcel #43-((A))-99), hereby agree to
prepare and execute a deed of dedication and a right-of-way dedication plat
for the benefit of Frederick County within 90 days of request by the County
for the land located outside of the 350 -foot wide Route 37 corridor on Tax
Parcel #43-((A))-99 as demonstrated on the Frederick County Route 37
R.O.W. Map and further identified on Zoning Exhibit "B" prepared by
Bury+Partners, dated January 2007. Should the final location of the Route 37
corridor result in any portion of the land on Tax Parcel 443-((A))-99 proposed
for dedication not being needed, then the land not needed shall be released in
writing by the County from the dedication specified above,
5
AREA TABULATIONS
This ordinance shall be in effect on the date of adoption.
Passed this 24th day of January, 2007 by the following recorded vote:
Richard C. Shickle, Chairman Aye Barbara E. Van Osten Aye
Gary Dove Aye Bill M. Ewing Aye
Gene E. Fisher AyeCharlesS. DeHaven, Jr. Aye
Philip A. Lemieux MAY-
!]m,r4tial➢1SLM
ZONING AREA
M-1
85.26 AC.
8.2
28.66 AC.
B-3
22.46 AC.
TOTAL AREA = 136.38
A COPY ATTEST
Jo4K Riley, K. '
Frederick County Administrator
Greenway F.ngi-nog April 5,20D4 Rutherford Crossing Rezoning
Revised September 5, 2006
Revised October 26, 2006
Revised November 7, 2006
R6vIsW November 29, 2006
Revised December 21, 2006
Revisal January 17, 2007
d. The Record Owner Virginiainia Apple Storage, Inc, Tax Parcel #43-((A))-98),
acute a deed of dedication and a right-of-way
hereby agrees to prepare and ex gh y
dedication plat for the benefit of Frederick County within 90 days of request
by the County for the land located outside of the 350 -foot wide Route 37
corridor on Tax Parcel #43-((A))-98 as demonstrated on the Frederick County
Route 37 R.O.W. Map as an Interstate 81 northbound off -ramp to Route 37
and further identified on Zoning Exhibit "B" prepared by Bury+Partners,
dated January 2007. Should the final location of the Route 37 corridor result
in any portion of the land on Tax Parcel #43-((A))-98 proposed for dedication
not being needed, then the land not needed shall be released in writing by the
County from the dedication specified above.
4.) Comprehensive Plan Road Construction
The Applicant, Rutherford Farm, LLC, (Tax Parcel #43-((A))-100), hereby agrees
to coordinate, dedicate, and construct the major collector road between the
primary entrance to the Property and the first intersection on Tax Parcel 43-((A))-
99; as well as coordinate, dedicate, and construct the road section from this
intersection to Tax Map Parcel 43-((A))-111 that will be located in substantial
conformity with the internal road network identified on the Zoning Exhibit "B"
prepared by Bury+Partners dated January 2007 and attached as a proffered
exhibit. The location of the major collector road and the internal road network
identified on Zoning Exhibit "B" prepared by Bury+Partners dated January 2007
shall replace the major collector road and the internal road network identified on
the Rutherford's Farm Industrial Park Master Development Plan approved by
Frederick County on November 22, 2002. The Applicant, Rutherford Farm, LLC,
further agrees that it will use reasonable commercial effort and diligently pursue
the construction of the road sections described in this paragraph to base pavement
and made available for public access no later than December 31, 2007.
The remaining portion of the major collector road system which intersects the
major collector road system described in the above paragraph and proceeds in a
west to northwest direction through the Property, as well as the internal street
located to the south of the major collector road described in the above paragraph
will be incorporated in and constructed with each site plan submission that is
adjacent to or is part of the site plan. The location of these internal road systems
will be located in substantial conformity with the internal road network identified
on the Zoning Exhibit "B" prepared by Bury+Partners dated January 2007 and
attached as a proffered exhibit.
6
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416.50'
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4 . 8.83' =15E E3 5 66 66 1
72.49' 144,97' ' E111, 1' JAN 2 22007 W (V413.61' 559.66' W 111\ tW
154.87' Wane' ' E 1/ = r307.52' 614.12' W11 ,n o636.35' 1264.65' W
Greenway Engineering Apri15,2004 Rulhcdard Crossing Rezoning i
Revised September S. 2006 I (
Greenwy Engineering Apd15,2001 Rnnlerford Crossing Rezoning
Revised September 5, 2006
Aril 5,2004 Rutherford Crossing Rezoning F
Gree -y April P F
Revised September 5, 2006
Greenway Engineering Apdt5,20M Rutherford Crossing Rc ring
Revised September 5, 2006
Revised Octeber 26, 2006 - 1
Revised November 7, 2006 I
ROvlsed October, 26, 2006
RevisedNoverrW 7, 2006
Revised October 26, 2006 -
RCYIsed Nove advA7,1006
Revised October 26, 2006
Revised November 7, 2006
Revised November 29, 2006
RevisWDecanber21,2006 JAN 2 2 Com_
Revised November 29, 2006
Revised December 21,2006
Revised November 29, 2006
Revised December 21, 2006 ,
Revised Decenrbs, 29,2006
RcvhJanuary 17, 2007
ed
Revised laouary 17, 2007
Revised Januay 17, 2OD7
Revised) aro ary 17, 20077
'
WHEREAS, all other proffers contained in the 2004 Proffer Statement have agreed to be
PROFFER STATEMENT Ib.)
A traffic signal will be installed by the Applicant when warranted by VDOT
THIS AMENDED AND RESTATED I
provided by the Applicant and the Record Owner of each tax parcel as set forth in this,
I
at the southbound on and off ramps of the Interstate 81 Exit 317 interchange
PROFFER STATEMENT MADE AS TO THE
the 2006 Proffer Statement, without further obligation to Tax Parcel #43-((A))-111,
LL
and Martinsburg Pike (U,S. Route 11 North) in the configuration and design
m
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Z O W
A.) Maximum Building Structure Square Feet
as approved by VDOT. The Applicant shall enter into and execute a
RUTHERFORD CROSSING PROJECT
2:: � Y
a)
signalization agreement prior to the issuance of the first occupancy permit
(formerly Rutherford's Farm Industrial Park) 1
Preliminary Matters
The Applicant, Rutherford Farm, LLC (Tax Parcel #43-((A))-100), and the Record
within the B-2, Business General District acreage on the Property.
1`0
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Owners, Virginia Apple Storage, Inc., (Tax Parcel #43-((A))-98); C. Robert
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A.) The 2004 Proffer Statement is hereby terminated and in lieu of the same, this 2006
Solenberger, John S. Scully, IV, and John B. Schroth (Tax Parcel #43-((A))-99), I
_
RFZONING: RZ# 17-06
Proffer Statement is made,
hereby proffer to limit the total building structures to 1,245,000 square feet for the
c.) A traffic signalwill be installed by the Applicant when warranted by VDOT
B-3, Industrial Transition District (22.45* acres) and M-1, Light
I
entire Property. Iat
the intersection of Martinsburg Pike with the northbound on-ramp of the
Industrial District (8.55± acres) to B-2, Business General District
B.) Pursuant to Section 15.2-2296 Et. Seq. of the Code of Virginia, 1950, as amended, I
in
Interstate 81 Exit 317 interchange and Redbud Road (Route 661) in the
(31.0* acres)
and the provisions of the Frederick County Zoning Ordinance with respect to Iconfiguration
and design as approved by VDOT. This traffic signal shall be
N
conditional zoning, the undersigned Applicant and Record Owners hereby proffer that
B.) Prohibited Land Uses
designed to accommodate the relocation of the Interstate 81 northbound off -
PROPERTY: 138.68± acres;
in the event the Board of Supervisors of Frederick County, Virginia, shall approve
ramp at a cross intersection with the existing Interstate 81 northbound on -
Tax Parcels #43 -((A)) -98,43 -((A)) -99,43-((A))-100, (bere-in after
Rezoning Application # 17-06 for the rezoning of a 22.45± -acre portion of Tax Parcel I
The Applicant, Rutherford Farm, LLC (Tax Parcel #43-((A))-100), hereby proffer
ramp. The Applicant shall enter into and execute a signalization agreement
the "Property")
43-((A))-100 from B-3, Industrial Transition District to B-2, Business General
that the following land uses shall not be permitted on the B-2, Business General I
prior to the issuance of the first occupancy permit within the B-2, Business
J
District and it 8.55± -acre portion of Tax Parcel 43-((A))-99 from M-1, Light
District portion of the Property:
General District acreage on the Property.
RECORD OWNER: Rutherford Farm, LLC; Virginia Apple Storage, Inc.;
Industrial District to B-2 Business General District, and to reconfigure the M-1, Light
C. Robert Solenberger; John S. Scully, IV; John B. Schroth
Industrial District, and B-2, Business General District zoning boundaries for the
Description QQ
remainder of the acreage to establish the following: I
d.) Prior to the installation of the traffic signals provided for in this section, the
APPLICANT: Rutherford Farm, LLC (Owner of 22.45± acres, being a portion of
Truck Stop 5541
Applicant hereby agree to prepare a signalization timing analysis for all
Tax Parcel 43-((A))-100 and Contract Purchaser for 8.55± acres,
Zoning Districts
existing and proposed traffic signals located along Martinsburg Pike between
being a portion of Tax Parcel 43-((A))-99 (here -in after the
(Excluding Truck Stops, all other uses within SIC Code 5541 are hereby
the proposed primary entrance to the Property and Crown Lane. The
.'Applicant")
➢ 79.03± -acres of M-1, Light Industrial District
acceptable and included on the B-2, Business General District portion of the
Applicant will provide this analysis to VDOT and will incur the cost required
➢ 59.65± -acres of B-2, Business General District
property)
to reconfigure the signalization timing for each traffic signal identified in the
PROJECT NAME: Rutherford Crossing I
I
section if warranted by VDOT.
M
Overlay District
ORIGINAL DATE
OF PROFFERS: April 5, 2004 (Ithe 2004 Proffer Statement'9
➢ 138.68± acres of IA, Interstate Area Overlay District I
.C.) Transportation Enhancements
2.) Site Access improvements
REVISION DATE: Jana 17, 2007 ("the 2006 Proffer Statement' I
January
Development of the subject property shall be done in conformity with the terms and
p J P P Y Y
100), hereby agrees to the
The Applicant, Rutherford Farm, LLC (Tax Parcel #43-((A))- y g
conditions set forth herein, except to the extent that such terms and conditions may be
following transportation enhancements:
The Applicant, Rutherford Farm, LLC (Tax Parcel #43-((A))-100) hereby agrees
Recitals I
subsequently amended or revised by the Applicant and Record Owners and such be I
to limit the total number of entrances for site access along Martinsburg Pike to
approved by the Frederick County Board of Supervisors in accordance with the said Code I
1.) Traffic Signalization
one full entrance and two right-in/right-out entrances. The spacing between the
WHEREAS, C. Robert Solenberger, John S. Scully, IV, and John B. Schroth are the
and Zoning Ordinance. In the event that such rezoning is not granted, then these proffers
centerline of all proposed entrances along Martinsburg Pike shall be a minimum
successors in interest to Rutherford LLC a Virginia limited liability company which !
shall be deemed withdrawn and have no effect whatsoever. These proffers shall be
a.) A traffic signal will be installed by Applicant when warranted by the
of 500 feet. Additionally,the APP1Icatit agrees es to fully fund and construct travel
originally made the Proffer Statement for Rutherford', Farm Industrial Park dated April
binding upon this applicant and their legal successors, heirs, or assigns.
Virginia Department of Transportation ("VDOT) at the intersection of
lane and tum lane improvements along northbound and southbound Martinsburg
5, 2004 (the 2004 Proffer Statement); and, IMartinsburg
Pike (U.S. Route 11 North) and the proposed primary entrance to
Pike in substantial conformity to the transportation improvement exhibit
The subject Property more particularly described as the lands owned by Virghlia Apple ithe
Property in the configuration and design as approved by VDOT, The
identified on the Master Development Plan dated December 21, 2006 prepared by
WHEREAS, the Monetary Contribution To Offset Impact Of Development in the
Storage, Inc., being all of Tax Parcel 43-((A))-98; C. Robert Solenberger, John S. Scully,
Applicant shall enter into and execute a signalization agreement prior to the
Bury+Partners no later than December 31, 2007.
amount of $10,000.00 has heretofore been paid pursuant to the 2004 Proffer Statement; I
IV, and John B. Schroth being all of Tax Parcel 43-((A))-99; and Rutherford Farm, LLC,
issuance of the first occupancy permit within the B-2, Business General
and,
being all of Tax Parcel 43-((A))-100; and further described by Zoning Exhibit "B"
District acreage on the Property.
O
>_
prepared by Bury+Partners, dated January 2007 (see attached Zoning Exhibit "B"). I
- --
t
2
3
4
Crossin R....in
Greenway Engineering April5,2034Rutherford g g 1-
Revised Septembers, 2006
Greenway Engineering September
Revisals bee Ruthedord Crossing ReTnrlwg
5, 2006
Rutherford Crossin Rczonin
Greenway Enginecriog dS.In 2etr l; g 1
Revisal September, 206
armX,y alehlm;Rs A1m15,2am RulxvrM cloasAU Rwa6n9
SvpWRbw6.M
Revised October 26, 2006 �
Re iXedNovember], 2006
Revised Oclohcr 26, 2006 �-
X,.bX,a
Revised November 7, 2006
Revised October 2006 �
Revised November 7, 2DD6 i
rk-
Rtt:Ye oaoe=2s, 2aB6
aRr6„d NPrPrsr 7. loos
A
Revisal November 29, 2006
Revised December 21, 2006 !
RevISW November 29, 2006
Revised December 21, 2006
Revised Novembv29, 2006
Revised December 21, 2006
A-P,.Np4TIRbrr29.2am
raN-21,2006
It- I-17, 2m7
I
- Revised January 17, 2007 iRevised
January 17, 2007
Revised January, 17, 2007
D
E) Ll��
Si2nellues
5.) Route 11 and Interstate 81 Northbound On -Ramp Improvements
The conditions proffered Above ,bell he binding upon the heirs, execulon,
O
➢ The Second Battle of Winchester
The Applicant, Rutherford Farm, LLC, (Tax Parcel #43-((A))-100), hereby agrees
administrators, si
assigns and successor M the the Applicant and Record
lican Rutherford Farm LLC, ax Parcel #43-((A))-100), hereby agrees to
The App t, + (T
D The Battle of Rutherford's Farm I
that all building mounted lights and le -mounted lights will be of a downcast nature,
g 8 Po g
rd of Sof
t grants thin mooning
owner, In the even tion Frederick county Board s Asti
and accepts the conditions, the proffered conditions aha11 apply to the lend in
apply
construct a third southbound lane on U.S. Route 11 from the primary entrance to the
➢ The Rutherford's Farm House
hooded and directed away from adjacent properties surrounding the proposed project.
rezoned
Addition to other requirements set forth in the Frederick county Coda.
Property located on Tax Parcel #43-((A))-100 to the Interstate 81 Exit 317 northbound (
The Applicant, Rutherford Farm, LLC, will submit lighting plans as a separate
on-ramp. These improvements will include a 12' wide lane of approximately 600 linear i
attachment for review and approval by the Frederick County Planning Department
feet in length to serve as a continuous right turn lane for the Interstate 81 Exit 317 I
The interpretative signs will contain language and pictures acceptable to the
prior to the installation of these lighting features.
Respectfully Submitted:
northbound on-ramp, Additionally, the Applicant, Rutherford Farm, LLC, will construct
Frederick County Historic Resources Advisory Board. The maintenance of the
turning radius improvements at the Interstate 81 Exit 317 northbound on-ramp to ensure a I
interpretative signs, picnic tables, landscaping grid public parking for the
1--/m
smooth transition. The improvements shall be completed within one year following I
interpretative sign viewing area shall be the responsibility of the Rutherford
By, ` m \ `,�10-1
approval of the first site plan submitted within the B-2, Business General portion of the
Crossing Inc., anon -stock corporation to be established by the
F.) Signage
Rutherford Pam, LLC Dot.Association,
Property, and in any event, prior to the issuance of the first occupancy permit on the
Applicant, Rutherford Farm, LLC, within 60 days of final rezoning approval,
Tax Parcel #43{(-0)}3170
Property.
1.) The Applicant, Rutherford Farm, LLC, (Tax Parcel #43-((A))-100), hereby
0
proffers that all freestanding business signs located at the entrances to the
Commonwealth of Virginia,
Property along Martinsburg Pike shall be monument -style signs not to exceed 12'
City/County of c%FccC jj_, - To Wit:
W
2.) Landscaping
in height.
6.) Monetary Contributions for Route 11 Corridor �
The foregoing instrlsmenl was admowledgcd before me this 1,a -day of ^^""t' /
,`""''�
The Applicant, Rutherford Farm, LLC, (Tax Parcel #43-((A))-100), hereby agrees
2.) Within the IA (Interstate Area Overlay) District located throughout the limits of
70 144 9
y� N / ,�
The Applicant, Rutherford Farm, LLC, (Tax Parcel #43-((A))-100), hereby agrees to
PP
to provide a transitional landscape buffer that will be provided aloin Martinsburg
P P P g g
the Property, the Applicant, Rutherford Farm, LLC, Tax Parcel #43 -((A)) -I00),
P rte', PP � (
provide $250,000.00 to Frederick County within 18 months of final site plan approval for
Pike (U.S. Route 11 North) as identified on the Master Development Plan dated
and the Record Owners, Virginia Apple Storage, Inc., (Tax Parcel #43-((A))-98),
the first site plan submitted within the B-2, Business General portion of the Property to be
December 21, 2006 prepared by Bury+Partners, This landscape easement will be
C. RobertSolenberger, John S. Scully, IV, and John B. Schroth, (Tax Parcel #43-
�1^
utilized unconditionally for transportation studies or physical improvements within the
15' in width and will consist of a low earthen mound of 2-3' in height with
((A))-99), hereby proffer to limit the total number of signs to three.
jAAFs `�
Notary public
Martinsburg Pike corridor. Additionally, the Applicant, Rutherford Farm, LLC, agrees
plantings of ground covers, flowers, grasses, shrubs and trees in general
O
to allow Frederick County to utilize this monetary contribution as matching funds for I.
conformitywith the landscape buffer typical section provided on the Master I
My Coouni6sion Exp es %/%(LLi%7�/ L66�
federal or state transportation improvement grants that will apply to the Martinsburg Pike
Development Plan. The landscape buffer will be installed during the construction
Z
corridor.
of the first structure within the B-2 District portion of the Property, and will be
G.) Recycling Proffer
maintained by the Rutherford Crossing Association.
I
The Record Owners, Virginia Apple Storage, Inc., (Tax Parcel #43-((A))-98), C.
I
Robert Solenberger, John S. Scully, IV, and John B. Schroth, (Tax Parcel #43-((A))- I
D.) Historic Resorrce
99), hereby agree to implement recycling programs with each industrial user to
ensure appropriate waste reduction, disposal, and recycling of any waste or
1.) Interpretative Signs
3.) Property Name
will be reviewed and
byproduct material. The program for each industrial user J
subject to approval by the Frederick. County Recycling Coordinator prior to theD
The Applicant, Rutherford Farm, LLC, (Tax Parcel #43-((A))-100), hereby
The Applicant, Rutherford Farm, LLC (Tax Parcel #43-((A))-100), and the
issuance of a final occupancy permit for each industrial user.
proffers to provide an interpretive area in the location of the old Rutherford's
Record Owners, Virginia Apple Storage, Inc., (Tax Parcel #43-((A))-98); C.
Farm House along Martinsburg Pike (U.S. Route 11 North) as identified on the
Robert Solenberger, John S. Scully, N, and John B. Schroth (Tax Parcel #43-
I
Master Development Plan dated December 21, 2006 prepared by Bury+Partners.
((A))-99), hereby proffer the naming of the Property to:
A public access easement will be provided for the interpretative sign viewing
area, which shall be entranced with picnic tables and landscaping. The public I
"Rutherford Crossing"
access easement will be prepared and the proposed improvements will be
constructed in conjunction with the site plan that is approved adjacent to this area
Three interpretative plaques will be provided. They are as follows:
7
8
9
(INmwpYrPNlNmlag Apol5,tm4 RNMef�4 Coning Rmming
ReviYdsrylemlrr 5, 2005 r
Qrmw. E' n ,R`r°^bfi rr
y al -I. Apl15,2004 PuNaroNG ;P
Revl+d aepRmbw 5.2mt f
F
FinmwlYEAgl6re & Awn5.2004 R.t. Gawltnelkradr, f.
Rwlxd9aHambs5, 3006
Orrmvn FMNeXdA6 A I3, 20x4 NPWa,f"d CralinPPvml
Y p, ,
Ravhdswp 5.20-06
RMxd OYPbv 26.2006
-ou Nww IXTI, zm6
RnRd(Inobv26,2m6
R. uXINrwm11X, 7.2006
RcW,d04ub„ x6. 200 ,_
Pevi"d
Rwhd November 29, Was
R ldDambc2l,2006
in a )m,wy17.Sm7
AXVII Nnrwebr29,2006 I I
P.IMDaeralber21, 2003
RbrhdhXPX,17.mn
huRTIdNove"her9,11106
Ra1R6NPvamMi 19,'3006
Pedal Dxembr21,2006
Rw I.Pa, I7.200
.l--26.2006
Nwam,Xr7.7006
R- NPrem6m29.20m
R"!`.Demnber 21,1006
tPWJ_I7,-
shmanuat
Signatures
silmsti re,
SiRmiltroes
The conditions proffered Above sball be binding upon the heirs, excenton,
administrators, assigns and successors in the interest of the Record Owner. In the
The conditions proffered above shell be binding upon the heirs, execution,The
administrators, assigns and successors in the interest of the Record Owner. In the i
conditions proffered above shall be binding upon the hews, executors,
administrators, assigns and successors in the interest of the Record Owner, In the
The conditions proffered above shall be binding upon the heirs, executors,
administmit rs• Assigns and successor in the interest of the Record Owner, In the
event the Frederick County Board of Supervisor grants this rezoning and accepts the
conditions, the proffered conditions shall apply to the land rezoned in addition to other
event the Frederick County Board of Supervisors grants this rezoning and accepts the I
conditions, the proffered conditions shall apply to the land rezoned in addition to other
event the Frederick County Board of Supervisors grants this rezoning and accepts the
conditions, the proffered conditions shall apply to the lead rezoned in addition to other
event the Frederick County Board of Supervisor grants this rezoning and accepts the
conditions, the proffered conditions shall apply to the land rezoned in addition to other
requirements set forth in the Frederick County Code.
requirements set forth in the Frederick County Cade. -
I
requirements set forth in the Frederick County Code.
I
requirements set forth in the Frederick County Code.
Respectfully Submitted:
Respectfully Submitted:Respectadly
Subittal:
m !
Respecauay Submitted:
ByIov..:. r�ar..,c /�/9/
By. C! -� /!a+'i.YL' /
/
'71 1. / 5/0'/
By: ✓L 6J,
Virginia Ap k Storage, Inc. Data
Tax Parcel #43{(A))-98
C. Robert Solenberger Date
Taz Parcel #43•((A))-99
B.
Jo Scully N Dam -
" Parcel #43•((A))-99
I
/
ohn B. Schroth Date
Tax Parcel #43-((A))•99
Commonwealth of Virginia,
Commonwealth of Virginia, -
I
Commonweolth of Virginia. �,.
Commonwealth of Virginia,
j J
Cityleounty of V\i (.9 PS�2Y �'/i1/�
1 rot' I To Wit: I
yeoaat6e �1 \ I A To Wit:
CJt / f Ml; 37 c vx aY' \//Ay-_ 'I\�A
CitylEennry-of�i nr�t eY�To Wit:
���
�l\` r/
Cily/Cbunly of-1���m1rh NS�e1r VV� To Wit
it
The foregoing instrtment was acknowledged before me this )qday of a Yl0 G r s
il,
The foregoing instrument was acknowledged before Ina this ,L day of a r`
( `
1A
The foregoing instrument was acknowledged before me tWs _Jj ay of TCA n__-__ Ir n rI
Ti4
The foregoing instrument was acknowledged before me this day of,�ZVa ,I, u a ry
r� J
2006 by VIQ11f 1'\`QTYtS
2006 by -Q' R,\P,� s4ehp3y"er i
T T`I I
20066y SO�h S' ScU�I' �V
\ 5� C ` 1\
2006 by JUYIy IJ• Jct1tD1 h
`
V(�/
`��0 V
Notary Public
tart ]Lhhc
n
>x9
,NotpryPublicN
p
1\ rvndaxs 1�
orq' Public
My Commission Expims ,A-1 x010
My Commission Expires 0, -3a-a0I0 !
�1 -3 � -
Commission ExpiExpires�l a �� h !!
I
M1 -,Q 0)My
My Commission Expires N ' Uy `� b
II
12
13
14
- . _ - -
-
- - - - - -
. . - �aS� -
AREA TABULATIONS //'5-=-', � � - s
p_a_ Js AT. 37 R e w ° E a
ZONING AREA // ° °_"�'�� ,� ItExAnow 1 ,,�..II " s _A
37
/ tXs� tl
/ .Cit, OOAwo"
19,.39' `\� a
79.6 /
9 AC. s 'oat ` \ 4C, .
\\`.
R -o -w
G
amanm
=a=
59.65 AC.
// ,ss�'d x]6]a'so 1Re"sERv.noN \ �� \`�`� . -- + - ep.a
TOTAL AREA = 136.68 AC � / a � e].s>' � ��.:\. \ �� - - + W eyR
` iAX YAP Y,3A 99 , �, m -.-
s ios"Rli µFir s 1., M-1 .1 A
/ //// G ills -, zma,zsz 55A5 A0. a omni raja- 'Enmr' , �\`. `�`. o =� 98 e
ONX B. SO4he1X AN0 ",
. �� cxT= -Y s.zla•aow - 9, a.. Iv ` `i" Z °'
/ ,-/" / RESEaXAnON 169536' Posse- 04mO16{ 6,YIDZ9 \ \\
/ / i
/ / /// 1 1
/ I I
M-1
X4Y1e'30'E
M � 2358 AC.
s2na•mw
uaa']c� tasT31 T P I ,] w 100 � I _ Z1AtCC � .ea
_ I
_J�AAUTNrR"vaRo PAxu -U se1-
/d" wsr"u4m1T osoolieioi �' - I 1e' ?�
- _ _� _ 8 s zao,ze'ow I Z -1.
I RT, ]7 AUONNWT
Cis
1�� m
B-2 3 - r m O
A6 PROwpFp BT
pa -� 2
6 ra 2
59.65 AC.
fAEOmNJf
/ -
-� a. I emntt H
- PLANMN
- N
c c
O
ao -- X rolroe•4a - 2
- o t
E � EWA
mPAR
/"// 1 mENT
/-Xist''Shi"��/7 _-.X=::-��= J I 1,9,.1, N2TOB'a;-E � U = N S
YMor' -34-0'4 =/4- - 1NY1E•]a'g � r , 6959 I x ..
J- __r I 1 rte' � CIC
W W XX
'/7 _'<' ' I I s cT"XRoami sloh�A7'teia99Brrt. O N � x
'`3 I ,R,' .a1w e. sawonl 110 f 2 O o
s. _s .. 1v d
1 ,`a N91gJM1NlMEN 7,6, = Q GC w w
wae9, , ll"IfH•\\ II Ike, II ` 1 d -
' I .C3 0 K I I - V [C
- I
JAN 2 2 Wi "2 a6 ~-� ---- 1 o N
CURVE TABLE U 4 $I
111
1,� 1� 1 1 ` S•
NUNBER DELTA RADIUS ARC IENGM TANGEM CHORD IENCTH
CHORD BEARING " g it E $
C1 1'28'32' 58 .5a' 144.97 72.49' 144.97' S 0013'13' E
C2 2918'43" 1321.72- 676.18 3 5 ' 668.83' S 1 ' '51' E 400 200 0 400 Boo 1200 W ai
13 20'57'23" 2252.00' 623.69 41650' 819.11' N 50'20'03- E
C4 6'15'12' 5629.58' fi14.43 307.52' 614,12' S 04'13'45° W 2 N
CS 12' 4' 5629.58' 126732 GRAPHICAL SCALE: V - 400' Ey,
636.35' 12 4 5' S 18'33'51" W
C6 43'58'47- 500.00' 387.80 201.91' 374.44 N 49'07'26' E O
,:0 0 2-NVRetoi1001- incheslernExhOPROPOSEO ZONING EXHIa T4w9 Jan 22. 201]7
AREA TABULATIONS s%` _ -- / -
c z `
ZONING AREA yr- - 0 ` S
i ,-a
ti
64,'32'251 W � h e 1 ti
M-1 85.26 AC. i/ q +9 .av �y -
'k
h I
G
5- m g
/ 4.d o -
N,a•oa•1e
g
/ 1211 �•I a `o
B-2 / s1 r,-�.-
28.66 AC.
/ A7w,l�
/// / 1.1 O `u nn"9
B-3 22.48 AC. / ///- /--,-_-_ = a .4a --.a>
/ - a
/ / r I
/ B].8
_ •cE . dt. -0
TOTAL AREA M
136.38 AC a B
/ P
48am
55,15 AG
a
7 Z
6 a � -
xfi e, r>x R1 ,a As9 3a`4 -=a
/ / t
�/ `// wraaN: A PP`" lEf BTORAr{ INc 1 C. ,a-.- smENBFR4FA. Z Z _' ,'F-
,,/ /moi/os nsosaagm- .rolw's.�'aLL':. Iv µ° =iiy = W s;•
/ im
"I /11 siTBa's.is°W Sn754'OPW
69ie4d
// ioSi� I.
F 60' R -O -W 2 B.-
\\/
/ / / .4
I N'
�// /n..lI Taw r
i-
- 006
: / a R.. - /�BIG
;';
//
% / 2266 AC. - Sa�_ ----- ¢ Y 1- a m z
��- -
// , I �-� - pUYo4�"t Q in it S
/ -
/ yy - m x
M -
9 elxw mow,
3"' Z
F - -
J
/y�}"2r�]afi39' � a
/ - N P 43 A 99 1
4�4 - TF% F
9 03� Y A MM 43 A „t
%� cog Tx / O
. 1-
,Z-_-& // i w2, xx-u's,w 'X" -I;,- c.�R15BErr SanXIERGER. ¢ Q W IJ °�'
i 50.etaERfEA,
- � // Q zz.oy - ffi 6 c,�oecv R µo 1 O ¢Ery ° 'o
�` � �` - _scour. ry ]a1x LL F Z W 2 -
j 7y 7-,
,4 �i osz' /f - -, : M.`-`. 2 , M-1 w 5 z P i o
/%,/// j )`J - *- �'o-1�q�,'y` B1 2881 AC. , ZgN
/ / // �' Ser 'e\ `Ft 28.68 AG J M X . .
/j i �, etar . 2 .. vWm 0,y4 _ ¢ w
%/// //// 1N29jw _ 96 a%
%/ �_
/ --
/// l rn �� - ----�- ' i -o
/� // i IV ��� 1 1 - )
CURVE HTABLEITAN I S -
NUMBER DELTA RADIUS ARC LENGTH TgNGENT CHORD LENGTH CHOR➢ HEARING is; a
C1 20.57.23' 2252.00' 823.69 416.50' 819.11' N 5020'03 E
C2 29'18'43' 1321.12' 676.18 345.66' 668.83' S 15'56.51' E ,,,
C3 1'28'32' 5629.58' 144.97 72.49' 144.97' S 00'33'13' E 2 2 XrT' h
l
JAN
C4 94'51'02' 380.00' 62%07 413.61' SS9.66'
C5 17'36'23' 1000.00' 307.29 154.87' 306.08' N 50'17'00' E 11 11 1 1 V Li r N
C6 6'1512' 5629.58' 614.43 307.52' 614.12' S 04.13'45' W ,
C7 12.53'54' 5629.58' 1267.32 63fi35' 1264.65 S 18'33'51' W 1 Q
AREA TABULATIONS / / / J y%� o PIn 311 A- � F I: a s
/'.o ui RCA h 1 QI r' 8
ZONING AREA / / G .\` \ \ o x .tet RYu4u'a '5 o \g
/ =
/ 19,09' o0
M-7 79.03 AC. / se.es ly^� waliwoT ````��` `•�, o[muA % z 64$6=
�- e
.\ .
B-2 59.85 AC. / a-w�Ar l `\ \A __ t//���� _ c6
1.,
w f 'E
=m
TOTAL AREA - 198.66 AG / / N .�� \1 g2=
a, 9
rAz Rlw a Ase
•e a
M-1 `P
g3�
� Ir�i -
wxcwu AP�tE sTORA11E � \ i�4 -
/ / / NSrRANnn 20041,263 $SAS AC. 0. ROBE Tse TMER�aR. � ', � O 9 9 F �^
,j �� -err-w>r s,ri ;aa w s�N's. roux. Iv \.` \ 4./4 W "
5.36' uuENT at001]16, I+RI
/ "RESmvAnm
/ / 7 `' w 48515 \ ` \
/ / �
/ /� I I M-1
..V
xaia'a0-E Z 12358 AC. -- - - ,>.er _
_x4Zr'
TAX YM ., IIw
,0sT3, a ,3 A rm n ,
N3P] % .-b
6-TOSm09- � � I 9' nF--� nZ59- _ 29aS1 I Z
// SgBS AQ -- ! {7i�- X- j� 6 f 1 ASnffn-N-
I aJ m Z O
-0'&-' - I N7 99-E `e �"nEP�i ~
/ _`_-LpfoY.c�l I, I lies°4.1`t• Nzr ';'E uXF U 2 N a
/ xaT55 ]--- . -- - - _____
---_J ' 69.59 I X n -0
_ 0
/I
2)0.92' �� P N,Y,B'bF � � l ¢ w W O O
/ - --__:: I I m __t YAr Y,3 A se p O CO OY . o
l -I` v ioiw a'u�>y AW�NB' { Lu z 0 3 0
, ser T suormwnb, � F N ¢ Q .
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2. ALL DEBRIS FROM THE DEMOLISHED STRUCTURES THAT IS NOT REUSED AS FILL IS TO
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9. LOCATION OF GAS LINE UNKNOWN. CONTRACTOR TO LOCATE PRIOR TO WORKING IN
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10. FCSA WATER AND SEWER DEMOLITION, PATCHING, ADJUSTMENTS ETC. SHALL BE PER
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PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF IMPROVEMENTS ASSOCIATED WITH A NEW RESTAURANT TO BE LOCATED IN FREDERICK COUNTY, VIRGINIA
NEAREST TO THE INTERSECTIONS OF MARTINSBURG PIKE & MERCHANT STREET AND MARKET STREET & MERCHANT STREET. THE SITE IS
CURRENTLY VACANT AND IS ZONED AS B-2 (GENERAL BUSINESS DISTRICT).
PROPOSED IMPROVEMENTS INCLUDE A NEW ±5,900 SQUARE -FOOT BUILDING, DRIVE AISLES, PARKING AREAS, CURBING, WATER & SEWER
CONNECTIONS, AND A STORM DRAINAGE NETWORK. SITE WORK INCLUDES CLEARING AND GRADING, UTILITY INSTALLATIONS, PAVING, AND
LANDSCAPING. THE SITE/LEASE AREA IS ±1.44 ACRES. THE PROPOSED LAND DISTURBANCE ENCOMPASSES ±1.55 ACRES.
ACCESS TO THE SITE WILL BE PROVIDED BY TWO SHARED ACCESS DRIVES. THE ACCESS DRIVES ARE CONNECTED WITH EXISTING
STREETS, INCLUDING MARTINSBURG PIKE AND MERCHANT STREET.
PROJECT BIDDING, GENERAL CONTRACTOR SELECTION, AND CONSTRUCTION OPERATIONS ARE EXPECTED TO BEGIN ONCE MOST OF THE
PERMITTING PROCESS IS COMPLETE. CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE / VSMP PERMIT FROM THE FREDERICK COUNTY
PUBLIC WORKS DEPARTMENT PRIOR TO COMMENCING ANY LAND DISTURBANCE ACTIVITIES. A COPY OF THE CONTRACTOR'S STORMWATER
POLLUTION PREVENTION PLAN SHALL BE INCLUDED WITH THE APPLICATION FOR THE ABOVE PERMIT. CONSTRUCTION IS EXPECTED TO BE
COMPLETE WITHIN SEVEN MONTHS OF THE COMMENCEMENT OF LAND -DISTURBING ACTIVITY.
EXISTING SITE CONDITIONS
CURRENTLY, THE SUBJECT SITE IS VACANT. THE SITE IS LOCATED WITHIN AN EXISTING COMMERCIAL DEVELOPMENT KNOWN AS
RUTHERFORD CROSSING. THE SITE IS RELATIVELY FLAT, WITH MILD SLOPES DRAINING AWAY FROM THE MIDDLE OF THE SUBJECT AREA TO
THE EXTENTS. THE SITE HAS AREAS OF EXISTING PAVEMENT AS WELL AS AREAS WITH VEGETATION.
ADJACENT AREAS
THE SITE IS LOCATED NORTH OF THE INTERSECTION OF MARTINSBURG PIKE & MERCHANT STREET AND IS LOCATED EAST OF THE
INTERSECTION OF MARKET STREET & MERCHANT STREET. THE PROPERTIES LOCATED ON THE OPPOSITE SIDE OF MARTINSBURG PIKE ARE
CURRENTLY ZONED AS PART OF THE RESIDENTIAL PERFORMANCE DISTRICT (RP) AND LIGHT INDUSTRIAL DISTRICT (M1), AS PER THE JULY
2015 FREDERICK COUNTY ZONING MAP. THE PROPERTIES LOCATED NORTH OF THE SITE, WHICH ARE BOUNDED BY MARKET STREET AND
MARTINSBURG PIKE, ARE ZONED AS PART OF THE RESIDENTIAL PERFORMANCE DISTRICT AND LIGHT INDUSTRIAL DISTRICT (M1). THERE
ARE NO STREAMS, LAKES, FLOODPLAIN AREAS, RESOURCE PROTECTION AREAS, OR ENVIRONMENTAL QUALITY CONCERNS ON THIS SITE.
PERIMETER CONTROLS WILL PROTECT ADJACENT COMMERCIAL, RESIDENTIAL, AND INDUSTRIAL PROPERTIES.
OFF-SITE AREAS
OFF-SITE WILL WORK INCLUDE CONNECTING WITH EXISTING UTILITIES LOCATED ADJACENT TO THIS SITE.
SOILS
THE SITE LIES WITHIN
CARBO
SILT LOAM, 2 TO
7 PERCENT SLOPES, CARBO-OAKLET
u
SILT LOAMS, VERY ROCKY, 2 TO 15 PERCENT
SLOPES, AND CARBO-
OAKLET-ROCK
OUTCROP
COMPLEX, 2 TO 15 PERCENT
SLOPES,
AS PER THE USDA NRCS CUSTOM SOIL RESOURCE
REPORT FOR THE SITE
AREA.
SEE THE PHASE I
AND PHASE II SITE PLANS
FOR THE
LOCATION OF SOIL TYPES. FOR MORE DETAILED
INFORMATION, PLEASE
REFER
TO THE GEOTECHNICAL REPORT PREPARED BY
ECS MID
-ATLANTIC, LLC, DATED SEPTEMBER 08, 2015. THE
SITE GENERALLY CONSISTS OF
SOILS THAT ARE
CLASSIFIED IN HYDROLOGIC
SOIL GROUP V.
GEOLOGY
THIS SITE IS A KNOWN AREA OF KARST CONDITIONS. PLEASE REFER TO THE GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC,
LLC, DATED SEPTEMBER 08, 2015.
CRITICAL AREAS
CRITICAL AREAS TYPICALLY INCLUDE AREAS OF STEEP SLOPES, AREAS ADJACENT TO WETLANDS, AND OTHER AREAS WITH SERIOUS
EROSION POTENTIAL. NO CRITICAL AREAS HAVE BEEN IDENTIFIED ON-SITE.
STOCKPILING
TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL DRAINAGE IS NOT OBSTRUCTED AND NO OFF-SITE SEDIMENT
DAMAGE SHALL RESULT. STABILIZE OR PROTECT STOCKPILES IN ACCORDANCE WITH MINIMUM STANDARD #2. THE SIDE SLOPES OF THE
STOCKPILE SHALL NOT EXCEED 2H: 1 V. PERIMETER CONTROLS MUST BE PLACED AROUND THE STOCKPILE IMMEDIATELY; SEEDING OF
STOCKPILES SHALL BE COMPLETED WITHIN 7 DAYS OF THE FORMATION OF THE STOCKPILE, IN ACCORDANCE WITH STD. AND SPEC. 3.31
(TEMPORARY SEEDING). IF IT IS TO REMAIN DORMANT FOR LONGER THAN 30 DAYS (REFER TO MINIMUM STANDARDS #1 AND #2).
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING.
SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. & SPEC. 3.32, PERMANENT SEEDING, OF THE
HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND
HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AD TO ALLOW SEED TO GERMINATE PROPERTY. MULCH
(STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE
APPLIED PRIOR TO MULCHING.
STORMWATER MANAGEMENT
WATER QUALITY IS MET THROUGH THE PURCHASE OF NUTRIENT CREDITS. WATER QUANTITY IS ULTIMATELY HANDLED BY A SWALE WHICH
SERVES THE ENTIRE RUTHERFORD CROSSING DEVELOPMENT AND WAS APPROVED WITH THE APPROVAL OF THE ENTIRE SHOPPING CENTER.
MAINTENANCE
BETWEEN THE TIME THE EROSION CONTROL PLAN IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS
AND EROSION CONTROLS MUST BE INSPECTED NOT LESS THAN ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 48 HOURS OF A
RUNOFF PRODUCING RAINFALL EVENT.
EXAMPLES OF PARTICULAR ITEMS TO BE EVALUATED DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE
COMPREHENSIVE. DURING EACH INSPECTION, EACH INSPECTOR MUST EVALUATE OVERALL EROSION CONTROL SYSTEM PERFORMANCE, AS
WELL AS THE EFFECTIVENESS OF SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TO THE
CIRCUMSTANCES.
• LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. A
STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES ENTER AND EXIT. THIS ENTRANCE WILL BE
MAINTAINED OR SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON VEHICLES. SEDIMENT TRACKED
ONTO PUBLIC ROADWAYS MUST BE SHOVELED OR SWEPT FROM THE ROADWAY AND RE -DEPOSITED ON SITE IN A MANNER THAT
MINIMIZES ITS OFFSITE RELEASE POTENTIAL.
• SEDIMENT BARRIERS MUST BE INSPECTED AND, IF NECESSARY, THEY MUST BE ENLARGED OR CLEANED IN ORDER TO PROVIDE
ADDITIONAL CAPACITY. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS SHALL BE STOCKPILED ON THE UP SLOPE SIDE
OF THE BARRIER. ADDITIONAL SEDIMENT BARRIERS MUST BE CONSTRUCTED AS NEEDED.
• INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR
EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, THE MATERIALS MUST BE
COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF
NEEDED, IN ORDER TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS.
• GRASSED AREAS WILL BE INSPECTED TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED. THE SITE HAS ACHIEVED
FINAL STABILIZATION WHEN TURF GRASS COVER PROVIDES PERMANENT STABILIZATION OF THE SOIL SURFACE EXCLUSIVE OF AREAS
THAT HAVE BEEN PAVED OR COVERED BY BUILDING(S). PERMANENT STABILIZATION IS NOT CONSIDERED ESTABLISHED UNTIL A
GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
• ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING
IMPACTS TO RECEIVING WATERS.
BASED UPON THE RESULTS OF THE INSPECTIONS, EACH EROSION AND SEDIMENT CONTROL MEASURE SHALL BE REPAIRED AND/OR
MAINTAINED (COST TO REPAIR/MAINTAIN SHALL BE INCLUDED IN THE CONTRACTORS BID PRICE) IN ACCORDANCE WITH THE MAINTENANCE
REQUIREMENTS SPECIFIED IN THE CORRESPONDING SECTION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE
CONTRACTOR SHALL MAINTAIN A COPY OF THIS HANDBOOK ON SITE AT ALL TIMES DURING CONSTRUCTION.
TOPSOIL
A 6" LAYER OF TOPSOIL IS TO BE PROVIDED IN ALL PLANTING AREAS IN ACCORDANCE WITH THE TOPSOILING NOTES
ON THIS SHEET. THE VOLUME OF TOPSOIL HAS BEEN CALCULATED AND NO EXCESS IS ANTICIPATED. IN THE EVENT
THAT THERE IS EXCESS, ADDITIONAL TOPSOIL IS TO BE ADDED TO THE PLANTING AREAS AND BERMS.
1. TOPSOIL SHALL BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO DESIRED
COMPACTED THICKNESS.
2. CONTRACTOR SHALL PROVIDE APPROVING AGENCY WITH AN ANALYSIS OF IMPORTED AND ON-SITE
TOPSOIL. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS
TO ACHIEVE THE REQUIRED LEVELS.
3. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES. ALL DEBRIS
EXPOSED FORM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF.
4. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
MINIMUM STANDARDS (4VAC50-30-40I
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH
THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
1. PERMANENT OF TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT
DORMANT FOR MORE THAN ONE YEAR.
2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION
AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL
INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY
STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED
THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP
SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE
FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSION
IMMEDIATELY AFTER INSTALLATION.
6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL
DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE
AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER
THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE
CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL
SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE
YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL
CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT
BASIN IS UTILIZED.
7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION.
SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE
PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE
PROVIDED.
10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE
TREATED TO REMOVE SEDIMENT.
11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL,
ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE
INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
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 POSSIBLE
DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND
COFFERDAMS. EARTHEN FILL MAY BE SUED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.
13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY
SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE
PROVIDED.
14. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORK IN OR CROSSING LIVE
WATERCOURSES SHALL BE MET.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE
WATERCOURSE IS COMPLETED.
16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION
TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT
TRAPPING DEVICE OR BOTH AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING
STREAMS OR OFF-SITE PROPERTY.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE
EROSION AND PROMOTE STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE
MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE
SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR
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 LOTS AS
WELL AS TO LARGER LAND -DISTURBING ACTIVITIES.
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 AUTHORIZED
BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURE SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SEDIMENTATION.
CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE/VSMP PERMIT FROM THE
FREDERICK COUNTY PUBLIC WORKS DEPARTMENT PRIOR TO COMMENCING ANY
LAND DISTURBING ACTIVITIES. A COPY OF THE CONTRACTOR'S STORMWATER
POLLUTION PREVENTION PLAN SHALL BE INCLUDED WITH THE APPLICATION FOR
THE PUBLIC WORKS PERMIT.
BMP MAINTENANCE EROSION NOTES
ALL MEASURES STATED ON THE "EROSION AND SEDIMENT CONTROL PLAN" AND IN
THE STORMWATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY
FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF
WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION
CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE
STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:
1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED
IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION.
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD
STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND
RE -SEEDED AS NEEDED.
3. SILT FENCE SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.
SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT REACHES
ONE-HALF THE HEIGHT OF THE SILT FENCE.
4. THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS
DEMAND.
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD
CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE
PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND.
6. OUTLET STRUCTURES IN THE SEDIMENTATION BASIN SHALL BE MAINTAINED IN
OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED AND
DISPOSED OF PROPERLY FROM SEDIMENT BASINS AND/OR TRAPS WHEN THE
DESIGN CAPACITY HAS BEEN REDUCED BY 50%.
7. FLEXIBLE GROWN MATERIAL SHALL BE CHECKED REGULARLY TO SEE THAT A
GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND
REAPPLIED AS NEEDED.
8. CHECK DAMS SHALL BE MAINTAINED IN OPERATION CONDITIONS AT ALL TIMES.
REPAIR ERODED GROUND AROUND DAMS, SEED AS NEEDED. SEDIMENT SHALL
BE REMOVED AS NEEDED TO ENSURE PROPER FUNCTION. REPLACE OR ADD
ADDITIONAL ROCK TO CHECK DAM AS NEEDED.
9. DIVERSION DITCHES SHALL BE MAINTAINED IN OPERATION CONDITIONS AT ALL
TIMES. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR
THE DIVERSION RIDGE/DITCH. CAREFULLY CHECK OUTLETS AND MAKE TIMELY
REPAIRS AS NEEDED.
10. TREE PROTECTION FENCE SHALL BE MAINTAINED WHILE CONSTRUCTION IS
OCCURRING. IMMEDIATELY REPAIR FENCE IF DAMAGED.
11. MULCHED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND
IS MAINTAINED. ADD ADDITIONAL MULCH TO ENSURE COMPLETE COVERAGE.
12. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS.
ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SHALL BE
CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING.
13. EXISTING BMP AND CONVEYANCE SYSTEM SHALL BE MONITORED FOR SIGNS OF
SEDIMENTATION DURING CONSTRUCTION. ADDITIONAL ONSITE OR OFFSITE
CONTROLS MAY BE NECESSARY TO PROTECT THE BMP FROM DEGRADATION.
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19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT
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DEPOSITION,
EROSION AND DAMAGE DUE TO INCREASE IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER
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RUNOFF
FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING
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STANDARDS AND CRITERIA:
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CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO
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AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE
SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT
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THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.
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B.
ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:
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1. THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF
ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING
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DRAINAGE AREA OF THE PROJECT IN QUESTIONS;
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• NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY
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THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS OR CAUSE EROSION OF CHANNEL BED
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OR BANKS; AND
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• ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A
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TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE
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USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION
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OF CHANNEL BED OR BANKS; AND
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• PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM
TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.
C.
IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES
ARE NOT ADEQUATE, THE APPLICANT SHALL:
1. IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE
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BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR
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2. IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED
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WITHIN THE APPURTENANCES; OR
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3. DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM
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A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL
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NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE
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WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR
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4. PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER
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MEASURES WHICH IS SATISFACTORY TO THE PLAN -APPROVING AUTHORITY TO PREVENT
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DOWNSTREAM EROSION.
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D.
THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.
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ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE
ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT.
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F.
IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN
APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN
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SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR
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PERFORMING THE MAINTENANCE.
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G.
OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY
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DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDES�e
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A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL.
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ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
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INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT
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PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A
DETENTION FACILITY.��'
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IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL,
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COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT
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PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE
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DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION
ESA ANN OWER
SHALL BE USED IN ALL ENGINEERING CALCULATIONS.
No. 030100
K.
ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH
MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND
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OTHER WATERS OF THE STATE.
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CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE/VSMP PERMIT FROM THE
FREDERICK COUNTY PUBLIC WORKS DEPARTMENT PRIOR TO COMMENCING ANY
LAND DISTURBING ACTIVITIES. A COPY OF THE CONTRACTOR'S STORMWATER
POLLUTION PREVENTION PLAN SHALL BE INCLUDED WITH THE APPLICATION FOR
THE PUBLIC WORKS PERMIT.
BMP MAINTENANCE EROSION NOTES
ALL MEASURES STATED ON THE "EROSION AND SEDIMENT CONTROL PLAN" AND IN
THE STORMWATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY
FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF
WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION
CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE
STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:
1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED
IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION.
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD
STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND
RE -SEEDED AS NEEDED.
3. SILT FENCE SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.
SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT REACHES
ONE-HALF THE HEIGHT OF THE SILT FENCE.
4. THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS
DEMAND.
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD
CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE
PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND.
6. OUTLET STRUCTURES IN THE SEDIMENTATION BASIN SHALL BE MAINTAINED IN
OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED AND
DISPOSED OF PROPERLY FROM SEDIMENT BASINS AND/OR TRAPS WHEN THE
DESIGN CAPACITY HAS BEEN REDUCED BY 50%.
7. FLEXIBLE GROWN MATERIAL SHALL BE CHECKED REGULARLY TO SEE THAT A
GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND
REAPPLIED AS NEEDED.
8. CHECK DAMS SHALL BE MAINTAINED IN OPERATION CONDITIONS AT ALL TIMES.
REPAIR ERODED GROUND AROUND DAMS, SEED AS NEEDED. SEDIMENT SHALL
BE REMOVED AS NEEDED TO ENSURE PROPER FUNCTION. REPLACE OR ADD
ADDITIONAL ROCK TO CHECK DAM AS NEEDED.
9. DIVERSION DITCHES SHALL BE MAINTAINED IN OPERATION CONDITIONS AT ALL
TIMES. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR
THE DIVERSION RIDGE/DITCH. CAREFULLY CHECK OUTLETS AND MAKE TIMELY
REPAIRS AS NEEDED.
10. TREE PROTECTION FENCE SHALL BE MAINTAINED WHILE CONSTRUCTION IS
OCCURRING. IMMEDIATELY REPAIR FENCE IF DAMAGED.
11. MULCHED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND
IS MAINTAINED. ADD ADDITIONAL MULCH TO ENSURE COMPLETE COVERAGE.
12. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS.
ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SHALL BE
CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING.
13. EXISTING BMP AND CONVEYANCE SYSTEM SHALL BE MONITORED FOR SIGNS OF
SEDIMENTATION DURING CONSTRUCTION. ADDITIONAL ONSITE OR OFFSITE
CONTROLS MAY BE NECESSARY TO PROTECT THE BMP FROM DEGRADATION.
SHEET NUMBER
C152
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SHEET NUMBER
C152
Seeding Rates Lime and Fertilizer Seeding Procedure Mulching Maintenance
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—75/25 Kentucky Bluegrass and certified Perennial Ryegrass
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EROSION CONTROL MEASURES
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THE FOLLOWING EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE SITE PLAN WILL BE USED FOR THIS PROJECT:
Certified seed will be used for all permanent
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2000 LBS/Ac
topsoil sample for analysis
3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE — A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER WILL BE PROVIDED AT THE PRIMARY
1-1/2 to 2 tons straw per acre
Irrigate, repair,
CONSTRUCTION ACCESS POINT. THE PURPOSE OF THIS PRACTICE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR
by an accredited soil lab and
the Virginia Crop Improvement Association or
VEHICLES OR RUNOFF. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC
replace, and reseed as
— All permanent seeding shall be performed during the following time periods:
RIGHTS—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS
the Certifying agency in other states.
1500 LBS wood fiber per acre
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM
1. September 1 through November 15
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VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED,
or
establish healthy
WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.
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43,560 SF Jute mat per acre
grass.
— All seeded areas shall be constantly moist to assure proper germination and
3.05 SILT FENCE — A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING
firm, friable seedbed. Seeding depth should
be 1/4 to 1/2 inch
or
4 to 6 tons Corn Stalks or Wood chips
POSTS AND ENTRENCHED WILL BE PROVIDED AROUND MUCH OF THE SITE PERIMETER AND PARALLEL TO SLOPED AREAS. THE PURPOSE OF THIS PRACTICE IS
growth
=
TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT
per acre
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FROM LEAVING THE SITE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
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REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS
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free of bare spots, shall be reseeded by the contractor as directed by the
AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND
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after seeding is
THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT.
engineer.
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THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE—HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
complete. Apply
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AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.
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—
3.07 STORM DRAIN INLET PROTECTION — A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET
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WILL BE PROVIDED AT ALL INLET LOCATIONS WITHIN THE LIMITS OF DISTURBANCE. THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM
completely covering
ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. THE STRUCTURE SHALL BE INSPECTED AFTER EACH
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RAIN AND REPAIRS MADE AS NEEDED. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN
the seeded area at a density
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PROPERLY STABILIZED.
of 50% — 75%
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3.31 TEMPORARY SEEDING — THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY
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GROWING ANNUAL PLANTS WILL BE PROVIDED ON ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. TEMPORARY
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SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN LONGER THAN 30 DAYS AS PER
1. Existing soil contains less than 25% fine grained materials (silt and
MS -1. THE PURPOSE OF THIS PRACTICE IS TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR
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OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED.
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3.32 PERMANENT SEEDING — THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED WILL BE PROVIDED AS SHOWN
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ON THE LANDSCAPING PLAN. PERMANENT SEEDING SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED AS PER
Composition of topsoil
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MS -1. THE PURPOSE OF THIS PRACTICE IS TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS AND TO PERMANENTLY STABILIZE
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DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT
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MATERIALS. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHING GRADING. SEEDING
Topsoil shall be placed at six (6) inch depth minimum
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SHALL BE DONE AS FOLLOWS:
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A. PREPARATION FOR SEEDING:
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—ALL PERMANENT SEEDING AREAS SHALL INCORPORATE LIME AND FERTILIZER AT THE FOLLOWING RATES:
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LIME: 50 LBS PER 1,000 SQUARE FEET
— Sept. 1 — Feb. 15
topsoil sample for analysis
FERTILIZER: 30 LBS PER 1,000 SQUARE FEET
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establish healthy grass.
—IMMEDIATELY PRIOR TO SEEDING, ALL AREAS SHALL BE PREPARED WITH SHERMAN GILL PULVERIZER. ROLLER, OR EQUAL, TO PRODUCE A SMOOTH
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according to MULCHING, Std. &Spec. 3.35,
UNIFORM SURFACE, TRUE TO GRADE AND LOOSENED TO A DEPTH OF 3 INCHES.
Annual Ryegrass
provide lime and/or fertilizer
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—ALL PERMANENT SEEDING AREAS SHALL BE INSPECTED BY THE ENGINEER IMMEDIATELY PRIOR TO SEEDING. THE CONTRACTOR SHALL SCHEDULE
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THIS INSPECTION. ANY DEFICIENCIES ARE TO BE CORRECTED AS DIRECTED BY THE ENGINEER PRIOR TO SEEDING.
— Feb. 16 — Apr. 30
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should be used during these periods.
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B. SEEDING:
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PERMANENT SEEDING SHALL BE PERFORMED DURING THE FOLLOWING TIME PERIODS:
— 50 LBS/Ac
1. SEPTEMBER 1 THROUGH NOVEMBER 15;
2. MARCH 1 THROUGH MAY 15
Q
fall seeding dates may not require mulch
—ALL SEEDED AREAS SHALL BE CONSTANTLY MOIST TO ASSURE PROPER GERMINATION AND GROWTH.
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—ALL AREAS WHICH HAVE NOT DEVELOPED AN EVEN, SATISFACTORY STAND OF GRASS, FREE OF BARE SPOTS, SHALL BE RESEEDED BY THE
CONTRACTOR AS DIRECTED BY THE ENGINEER. THIS OPERATION WILL REPEAT UNTIL COMPLETE COVERAGE IS OBTAINED.
—MIX SHALL BE 75% KENTUCKY BLUEGRASS AND 25% CERTIFIED PERENNIAL RYEGRASS AT A COMBINED RATE OF 6 POUNDS PER FEET IN AN
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AQUEOUS MIXTURE ALONG WITH CELLULOSE FIBER AT A RATE OF 2,000 LBS PER ACRE.
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EROSION CONTROL BLANKETS WILL BE INSTALLED ALONG ROADSIDE DITCHES TO ALLOW SEED TO GERMINATE PROPERLY. IN ALL SEEDING OPERATIONS,
0
SEED, FERTILIZER, AND LIME WILL BE APPLIED. ALL APPLICATIONS SHALL MEET OR EXCEED STD. & SPEC 3.32 OF THE ESC HANDBOOK.
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C. MULCHING:
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EVERY PERMANENT SEEDING APPLICATION MUST BE MULCHED IMMEDIATELY FOLLOWING SEEDING. MULCH SHALL BE WHEAT OR OAT STRAW SPREAD BY
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HAND OR MACHINE DURING SUMMER OR LATE FALL PERIODS. FIBER MULCH IS ALSO ACCEPTABLE DURING SPRING AND EARLY FALL PERIODS. FIBER MAY
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ALSO BE USED TO TACK (ANCHOR) STRAW MULCH ON STEEP SLOPES AND CRITICAL AREAS.
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3.35 MULCHING — EVERY PERMANENT SEEDING APPLICATION MUST BE MULCHED IMMEDIATELY FOLLOWING SEEDING. MULCH SHALL BE WHEAT OR OAT STRAW
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SPREAD BY HAND OR MACHINE DURING SUMMER OR LATE FALL PERIODS. FIBER MULCH IS ALSO ACCEPTABLE DURING SPRING AND EARLY FALL PERIODS.
FIBER MAY ALSO BE USED TO TACK (ANCHOR) STRAW MULCH ON STEEP SLOPES AND CRITICAL AREAS.
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3.38 TREE PRESERVATION & PROTECTION — PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND
0
CONSTRUCTION ACTIVITY. THE PURPOSE OF TREE PRESERVATION & PROTECTION IS TO ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE
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EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLUTION CONTROL, NOISE REDUCTION,
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SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN—TYPE USES.
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3.39 DUST CONTROL — REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND CONSTRUCTION ACTIVITIES. THE
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PURPOSE IS TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES
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WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE.
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Seeding Rates Lime and Fertilizer Seeding Procedure Mulching Maintenance
Permanent
—75/25 Kentucky Bluegrass and certified Perennial Ryegrass
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LC3O
— 6 LBS/Ft in an Aqueous mixture along with cellulose fiber at a rate of
Contractor shall submit
Certified seed will be used for all permanent
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2000 LBS/Ac
topsoil sample for analysis
seeding. Certified seed must be inspected by
1-1/2 to 2 tons straw per acre
Irrigate, repair,
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by an accredited soil lab and
the Virginia Crop Improvement Association or
or
replace, and reseed as
— All permanent seeding shall be performed during the following time periods:
provide lime and/or fertilizer
the Certifying agency in other states.
1500 LBS wood fiber per acre
necessary to firmly
1. September 1 through November 15
as recommended.
Apply seed uniformly with a broadcast seeder,
or
establish healthy
2. March 1 through may 15
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drill, culti—packer seeder, or hydroseeder on a
43,560 SF Jute mat per acre
grass.
— All seeded areas shall be constantly moist to assure proper germination and
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firm, friable seedbed. Seeding depth should
be 1/4 to 1/2 inch
or
4 to 6 tons Corn Stalks or Wood chips
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growth
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—
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per acre
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— All areas which have not developed an even, satisfactory stand of grass,
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Mulch immediately
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free of bare spots, shall be reseeded by the contractor as directed by the
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after seeding is
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complete. Apply
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at a uniform rate
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completely covering
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the seeded area at a density
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of 50% — 75%
Topsoil
Import of topsoil is required for semi permanent and permanent seeding if:
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1. Existing soil contains less than 25% fine grained materials (silt and
clay).
2. Existing soil porosity prevents adequate root penetration
3. Existing soil contains concentrations of toxic elements.
Composition of topsoil
1. 35% minimum of fine grained materials
2. 1.5% minimum of organic materials
Topsoil shall be placed at six (6) inch depth minimum
Temporary
—50/50 Mix Annual Ryegrass & Cereal (Winter) Rye
Repair, replace, and reseed
— 50-100 LBS/Ac
Contractor shall submit
Seeding s fall for winter cover and during hot
as necessary to firmly
— Sept. 1 — Feb. 15
topsoil sample for analysis
and dry summer months shall be mulched
establish healthy grass.
by an accredited soil lab and
according to MULCHING, Std. &Spec. 3.35,
Annual Ryegrass
provide lime and/or fertilizer
except that hydromulches (fiber mulches) will
— 60-100 LBS/Ac
as recommended.
not be considered adequate. Straw mulch
— Feb. 16 — Apr. 30
should be used during these periods.
German Millet
Temporary seeding made under favorable soil
— 50 LBS/Ac
and site conditions during optimum spring and
— May — Aug. 31
fall seeding dates may not require mulch
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TEMPORARY AND PERMANENT SEEDING
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GRA VEL, CURB RV L,E T SRL1IENT
ELL, TER
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GRAVEL FILTER * 12"
RUNOFF WATER WIRE MESH
FILTERED WATER
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SEDIMENT
-- a
CONCRETE GUTTER 12"
CURB INLET
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
SOURCE: VA. DSWC PLATE 3.076
GRAVEL CURB INLET SEDIMENT FILTER
Scale: N.T.S.
STONE CONSTRUCTION ENTRANCE
EXISTING GROUND
70 MIN.
FILTER CLOTH � 6" MIN. I A I
SIDE ELEVATION
12' MIN
'�-- VDOT #1
COURSE AGGREGATE
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
70' MIN.
B WASHRACK
(OPTIONAL)
POSITIVE DRAINAGE
B TO SEDIMENT
TRAPPING DEVICE
PLAN VIEW
10' MINS
EXISTING
PAVEMENT
5:1 y
MOUNTABLE BERM
(OPTIONAL)
T
10' MIN.
EXISTING
PAVEMENT
10' MIN.
RE11vrVM1,cU wrvt rt[ic UKAIN JFeAUL
SECTION A -A
SECTION B -B
SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1
STONE CONSTRUCTION ENTRANCE
Scale: N.T.S.
B L, O CK AI\1D GRAVEL DROP INLET
SEDIMENT FI L, TET
WIRE SCREEN CONCRETE BLOCK
GRAVEL* FILTER
IWIRE SCREEN
F FILTERED WATER
OVERFLOW
RUNOFF
WATER
WITH
SEDIMENT
DROP INLET
WITH GATE
7 _T7
SEDIMENT
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING
AROUND THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE.
SOURCE: VA. DSWC PLATE. 3.07-3
BLOCK & GRAVEL DROP INLET SEDIMENT FILTER
Scale: N.T.S.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE S UPPOR T)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
/I
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH
4
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
—II
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
NOTE:
ALL SILT FENCES SHALL BE 36
INCHES IN HEIGHT, STAKED WITH
2X2 HARDWOOD STAKES 5 FEET
IN LENGTH AND INSTALLED 6'
ON—CENTER.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
Sherwood & Wyant
WIRE SUPPORT SILT FENCE
Scale: N.T.S.
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CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
DEL TA ANGLE
TANGENT
DEGREE OF CURIE
RADIAL BEARING -IN
RADIAL BEARING -OUT
Cl
2466.00'
320.90'
S 485730"
W
320.68'
0727210
160.68'
027924"
N 44 46'11 "
W
N 377850"
W
C2
440.22'
29.33'
N 493626"
W
29.33'
0349'04"
14.67'
135055"
N 3829'02
E
N 4278'06"
E
C3
99.00'
13.44'
N 4348'14"
W
13.43'
074633"
6.73'
575228"
N 427830
E
N 5055'03"
E
C4
108.00'
14.66'
N 4348'14"
W
14.65'
074633"
7.34'
5353'06"
S 427830"
W
S 5055'03"
W
C5
93.00'
146.08'
N 024130"
W
131.52'
9050'00"
93.00'
613630"
N 427830"
E
S 474130"
E
C6
100.00'
11.94'
N 454J47"
E
11.94'
065034"
5.98'
577745"
S 474130"
E
S 4050 56"
E
C7
100.00'
11.94'
N 454J47"
E
11.94'
065034"
5.98'
577745"
N 474130"
W
N 4050 56"
W
C8A
2466.00'
55.33'
S 455223"
W
55.33'
0177'08"
27.67'
027924"
N 4446'11"
W
N 4329'03"
W
C88
2466.00'
32.91'
S 465353"
W
32.91'
004553"
16.46'
027924"
N 4329'03"
W
N 4243'10"
W
C9
2466.00'
232.66'
S 4959'00"
W
232.58'
052421"
116.42'
027924"
N 424J'10 "
W
N 3778'50"
W
CIO
130.00'
9.26'
S 4930'16"
E
9.26'
04V4:58 "
4.63'
445424"
N 3827'15"
E
N 4232'14"
E
C11
45.00'
1.08'
S 505133"
E
1.08'
012223"
0.54'
1277926"
S 3827'15"
W
S 394939"
W
C12
23.50'
36.82'
S 0234 38"
E
33.17'
89 46'17"
23.41'
2434843"
S 4232'13"
W
N 474130
W
C13
13.50'
21.21'
S 877830"
W
19.09'
905141"
13.50'
6431'01"
N 474220"
W
N 427921"
E
C14
15.00'
23.56'
S 0041200
E
21.21'
9050'00"
15.00'
2158'19"
S 4278'40"
W
N 474120"
W
C15
23.50'
36.91'
N 877830"
E
33.23'
9050'00"
23.50'
2434843"
S 474130"
E
S 427830"
W
C16
25.36'
40.21'
S 835631"
W
36.12'
9050'14"
25.73'
22556'04"
N 512836"
W
N 392138"
E
LINE TABLE
LINE
BEARING
z
DISTANCE
L1
S 83°22'46" W
36.70'
L2
N 4655'18"
W
37.20'
L3
S 427830"
W
2.40'
L4
N 427830
E
3364'
L5
N 4959'04
E
67.78'
L6
N 474130"
W
9.50'
L8
S 814434"
E
50.10'
L9
S 565523"
E
62.57'
L 10
N 235525"
W
18.31'
L ll
N 474130"
W
15.37'
L 12
S 6655'32"
E
25.00'
L 13
S 5248'00 "
W
25.00'
L 14
N 2140'03"
E
42.80'
L15
N 4955'07"
E
25.73'
S 513245" E 57.41
.............................
RUTHERFORD FARM, LLC
PIN 43-A-100, LOT 100 F
5.44 AC.
ZONED B-2
\/A( -%Ani -r
N47.41 '30 'W 118.32'
128.60' (TOTALS
SITE/LEASE AREA
= 1.44 ACRES
S 51.3245" E 119.54' Cil
GROCERY STORE
LIDL US OPERATIONS, LLC
PIN 43-A-100, LOT 100
3.63 AC.
ZONED B-2
N 47.41 '30" W 429.62'
= 1.44 ACRES
SITE/LEASE AREA
= 1.44 ACRES \
., �, •����� w 170.94'
S 50 �0 *' E 288.18'
VA. SEC. ROUTE 1620 -
MERCHANT STREET
VkRIABLE WIDTH E -:0.-1r -� -`
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EXISTING CURB AND SLS. J v or--
/GUTTER TO REMAIN m Q 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE AND LOCAL �
Q -/ CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL o � w
�/ MAINTAIN A CURRENT RELEASE OF THE STATE AND LOCAL LAND DEVELOPMENT N :5z0
/a 7-0- STANDARDS MANUAL ON THE PROJECT SITE FOR REFERENCE DURING CONSTRUCTION OF ■ @ O
Co THE PROJECT.
p 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ALL CURB RADII O
X8.0' O / GIVEN TO THE FACE OF CURB. ALL CURB RADII TO BE 3' UNLESS OTHERWISE NOTED.
3. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE
-mac s 24.0' "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" OR AS OTHERWISE SPECIFIED. ALL
'¢ REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC
- 18 0' Q CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN
ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
S
1 PAINT WIDE 4. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL �p,LT OF
WHITE STRIPE ®45', EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY Q
2 FEET APART "��// DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY
"VIRGINIA ONE CALL" @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING O
UTILITIES WITHIN THE PROJECT SITE.
o / O 5. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. ESA ANN OWER
qj 6. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER VDOT AND ADA STANDARDS AT
/ ALL DRIVE AND BUILDING LOCATIONS AS REQUIRED. N0. 030100
40 7. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL rAo ,,_�/2lYz�'17
/ EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION OF
c#0CONSTRUCTION OR UNTIL FINAL INSPECTION.SION ,CS
444 8. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING STORMWATER
EXISTING CURB AND STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING CONDITIONS DO NOT
5' ;,TRANSITION / GUTTER TO REMAIN MATCH INFORMATION ON PLANS. z = u Q
TO FULL CURB / 9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. 3:
R WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED O O O ~
3 .0' ° / FROM THE AFFECTED PROPERTY OWNERS. D Q
INSTALL CURB cv 10. ALL WORK IN THE RIGHT-OF-WAY REQUIRES A RIGHT-OF-WAY PERMIT FROM FREDERICK O00 ~ m
RAMP WITH CG -12 W / COUNTY. CONTRACTOR SHALL SECURE ALL REQUIRED CONSTRUCTION PERMITS. Q Q r m
CONNECT TO 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE D N o m o
EXISTING CUR
UGI A NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, Q O 1-,z z w
SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN = � _j CD 3: v
ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK Y v w � =
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN cn I Q o v
/ MLP BASE BID.
INSTALL CUR 12. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED
RAMP WITH OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
CG -12 13. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND.
l 14. ACCESS EASEMENT SHALL BE RECORDED PRIOR TO BUILDING PERMIT APPROVAL.
�\N '� �\ STING CURB TRIPIN (TYP.) o ®J�� III SITE PLAN STATISTICS z
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' J� EXISTING USE: UNDEVELOPED LOT
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WMH EXISTING CURB ND SITE AREA: 5.43 ACRES
FOUND NAIL LIMITS OF DISTURBANCE: ±1.55 ACRES W
— — — --
u
W _ - -- MONUMENT SIGN ALREADY SITE/LEASE AREA ±1.44 ACRES
APPROVED AS PART OF A
—C2 FOUND FOUND AIL EXISTING CURB AND I SEPARATE PLAN AND PERMIT. BUILDING AREA: 5,670 SF
2 PK NAIL GUTTER TO REMAIN TO BE CONSTRUCTED UNDER
-- SEPARATE CONTRACT. SHOWN NET FLOOR AREA: 5,217 SF
FOR INFORMATIONAL IMPERVIOUS AREA: 1.09 ACRES (76%)
PURPOSES ONLY.
16zv �_- _ � � � _ PERVIOUS AREA: 0.35 ACRES (24%)
pUTE �INTERIOR LANDSCAPING AREA: 6,242 SF (19/° OF 32,506 SF PARKING AREA)
SEC• RVA.TREET-Tg PARKING REQUIRED: 1 SPACE/100 SF RESTAURANT FLOOR AREA = 53 SPACES
NT S PARKING PROVIDED: 89 SPACES (INCLUDING 4 HANDICAP SPACES)RCHAMEQ
VARIABLE WIDTH R.O.W. GRAPHIC SCALE IN FEET LOADING SPACES REQUIRED: 1 LOADING SPACE FOR FIRST 10,000 SF OF% z
2� 4�
SPEED LIMIT _ 25 MPH 0 10 FLOOR AREA PLUS 1 LOADING SPACE FOR EACH L
ADDITIONAL 30,000 SF = 1 LOADING SPACES 000
LOADING SPACES PROVIDED: 1
ZONING: B-2 (GENERAL BUSINESS DISTRICT) Q O
BUILDING HEIGHT MAXIMUM: 35' 0� 0r
BUILDING HEIGHT PROPOSED: 26' O Q
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NOTE: BUILDING MOUNTED SIGNAGE MUST BE SUBMITTED FOR U. W 0
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PAVEMENT LEGEND
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PROPOSED HEAVY DUTY ASPHALT
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APPENDIX D FIRE APPARATUS ACCESS ROADS
Referenced From The 2012 Frederick County Fire Prevention Code
D103.6 Signs
Where required by the fire code official, fire apparatus access roads shall be marked with permanent NO PARKING—FIRE
LANE signs complying with Figure D103.6. Signs shall have a minimum dimension of 12 inches (305 mm) wide by 18
inches (457 mm) high and have red letters on a white reflective background. Signs shall be posted on one or both sides
of the fire apparatus road as required by Section D103.6.1 or D103.6.2.
SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" SIGN TYPE MODIFIED "D"
NO NO NO NO
PARKING PARKING PARKING PA,wNa
FIRE LAME FIRE LANE EIRE LAMEF IRS DAME
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• w s• PROPOSED HEAVY DUTY CONCRETE
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APPENDIX D FIRE APPARATUS ACCESS ROADS
Referenced From The 2012 Frederick County Fire Prevention Code
D103.6 Signs
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LANE signs complying with Figure D103.6. Signs shall have a minimum dimension of 12 inches (305 mm) wide by 18
inches (457 mm) high and have red letters on a white reflective background. Signs shall be posted on one or both sides
of the fire apparatus road as required by Section D103.6.1 or D103.6.2.
SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" SIGN TYPE MODIFIED "D"
NO NO NO NO
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REVISIONS
DATE BY:
3/1 6/1 7 TO
PHILIPS
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2700Kwht
Aluminum
S5RB IOLD IrccOK ashit S7-KloD Inc
woo
0OW Damp whit,
Features
Elecblcal.
Compatlbinty
1. Fmnga;Dna plata plutk Ranga. Powder
EhctronK pov arsupply; ROH500mpRant
IrstaSn,lo slamIIdJ-txw appbbations:
coa{aa rap: yelb RwhHRO Nndnum.
Clss 2lx-umlRrzeinaaampinta{ion-
ITEM XTOR6BRL
-11- ll "111,
2. Lans:l4gM1[rar5miltanca hoz albwing
In.
crhlhleraiezzu51alr2aopenciKUtedndzMn
a_-mundl-ti0
tor5m0ptn,comroltabN lLehipa
cl mea outputcrntlaions waM1out done®e
RED ROBIN
3. Mover soppy: Inbegralclass2ddvar.
Dlmmrng AN WminaDdr,iresae intirvltl brass
sealedand gas NHed optical compartment male Closswur impervious
clip-ar
with IncaA�xentrtarryarcntyle dmmee
4'SWane(pbasbc)
extTInlo
use ElerBkal�HOn brsPotfraions)
(TRIAC).10Y-t00xdimmNg ange.m msM1
NctcOmpatbh wkh GSR
4. LEDsing utionn PAaIpB Leos.
AWtimp
curSnt formaxcurreM.
4' atagonal(meta)
S. LMpOma:IXpe[kd 50.000M1Wr5
dna baked by aS-yearwar:anty beeAlw
vhig'a.cOmMaranliasbrrdatyB).
WLS-FVR-SR-575-PSMH-FG 22' POLE 31 BASE
4'square(ribb
al®s�s4orage hcilAies, {rstiCutiort,wbols ark badirg dock;.
SV ECIFIC0.TIDN F pITU RES
5. 0 6. 8 4. 7 7 1. O . 0 0.2
bt compatlhp w
Nah SSR
construction
Lawprofile LEDdengnwkh
InputvolWganov
ap!emium-cladawd-Mtl
nRlnnce-freenmixil-mewl
-
InpMEmque ncys0(eo Hz
Labels
hydride batterypack.The-le..
PIXverRCbra 09
cULus LishdbrdampbOcatkp (waks)
LE Deobrtempennure(OCT).
at
hunknum Operating Temperature _._Cand
wet bcatbnzlceilingsl
ENERGYSTAReo,rhRed.
ssR3/q lo/Id paaet ors Yin■ 9
PAGE TI CUTSHEET JDATE 01/28/16
vENc, I, VILLA LIGHTING IPAGE 1
CONTACI 2929 CHOUTEAU AVE, ST LOUIS, MO
ATTN: DAN LUDWIG, 800326-2963 LF8
ITEM S5R827K7AL
DEIGN STANDARDS A Sr]IIRC:ING - RFD Rf]RIN G(111RMF R:IRC FRS
WLS LIGHTING SYSTEMS VERTICAL LAMP / FLAT GLASS LENS -
1) FV SERIES
SPECIFICATIONS
HOUSING - The FV Series formed aluminum housing is finished to produce a clean, sharp
appearance and ensures weather -tight construction. Available in 2 sizes: Medium (reduced
envelope 400 Watt Lamp) and Reduced (reduced envelope 1000 Watt Lamp).
LENS/GASKET - A flat tempered glass lens is sealed to the housing with an EPDM gasket,
preventing entry of moisture, dust and insects. Combined with the vertical burn feature, the
flat glass lens provides high performance lighting.
TOP ACCESS -Is secured by four captive stainless steel fasteners and provides ease of
Y P
installation and servicing.
run cum" crospncauon
FINISHES -Each fixture is with polyester powder process to
_ PoY P 9
give the fixture an exceptionally attractive appearance. Standard finish colors include
r r bronze, black, platinum and white. The polyester finish withstands extreme Weather
ARM MWxT changes without cracking or peeling. Consult factory for available custom colors and
pinstripe decal options.
MMJP REFLECTORS/DISTRIBUTION PATTERNS- The FV Series fixture is available in five
reflector systems and distribution patterns, all with vertical burn lamps: Type II (2), Type III
L ::J (3), Type V (5), Perimeter Forward Throw (FP) and Super Reflector (SR) for a minimum
AI B mounting height of 30 feet. Reflectors are field -rotatable, enabling generous flexibility in
NM Arm Mount 1 21-5/8'
distribution patterns without fixture movement.
S49mm 723/4° 324mm
FVRArm Mount 1 21-5/8'(5491 1 16-1/8'(410mm) 1 LIGHT SOURCES- Designed to operate with Pulse -Start Metal Halide, Natural White,
Super Metal Halide, Metal Halide, Metal Halide Reduce Envelope or High Pressure Sodium.
NSFRIFS fVM 3EPlEs wR SER Es SOCKETS -Porcelain mogul -base sockets with spring -reinforced contacts.
Rat Lens {TaraaM 12"araciet
single 31 a.8 BALLAST - Pulse Start Metal Halide, Metal Halide, Super Metal Halide, and High Presure
INE + D18o°
fi3 J.6
Sodium featured hi h- ower factor ballast and are deal sed for Fo enation.
a Doo 9 P 9 P
5.7 7.6
Tpo° as 11A BRACKETS -Arm M ount: 5 1/2 " x 2 1/2" x 12" length shipped standard. (An 8" bracket
TN12o° 9.o 11.4 is available for single or D180 configurations, but must be ordered separately from Options
deo' na 1s.2 column of the ordering chart.) A Round Pole Plate (RPP) is required for mounting to 3"-5"
round poles. (See Options in Luminaire Ordering Information.)
Note: House Side Shield adl to fixture EPA. Co n,ult factory.
DECAL STRIPING - WLS offers optional color -coordinated decals in 9 standard colors to
eoLT on ARM accent the fixture. Decal is guaranteed for five years against peeling, cracking, or fading.
O 0
IRA t�rr O M
koramltnr neer _ _
Approved By: Project Name: ■
IN
Location: Date WLS LIGHTING S 4 S T E M S
1919 Windsor Place r Fort Worth,Tx76110 r 800.633.8711 r Fax:817.735A824 I www.wlslighting.com ■ Consider the Impact!
SpeClfimrionswbjetttotM1ange withoutnmke 01 Rev.l l/IS
D ESDRIPTIDN
02/02/17
VENDOR VILLA LIGHTING
Lu mark
CONTACT 2929 CHOUTEAU AVE, ST LOUIS, MO
4.0
ATTN: DAN LUDWIG, 8003262963
LF24
ITEM XTOR6BRL
-11- ll "111,
The [elenfm3_-c,kCo 0-- Wi LEDwan packsedesd
lum..ad. pmvidzs bw.profileamhilecumil style wfth:t.WbrigM,
XTORBBRL
.3 +g.6 2. 0 0. -
/
.3 5
anegy�niemLEDs,Theneggmdia-IN.Wminumooratly«ion.
backbar with Saone bckhinges, sta hl -steel hamhte-1-9waha
RED ROBIN
,
3. 0
5. 0
sealedand gas NHed optical compartment male Closswur impervious
Co
3. I I
V A C A N lr
3 7
to. onbmimn5 TheLmsSW ur MA%X wall luminaireis ideal brwalV
surtate. Irmermd mount Porfacadalcanopy illumimtien, perime�rand
,heNghting Typical applications include pad6tren walkways, bolding
DOWNCAST
LCAST
1 - 0 2. 5 2 7 0. 4
2.67
4.07
muki-u;e fatllities, industrhl fadlitix, pewm,PMr parting
15
WLS-FVR-SR-575-PSMH-FG 22' POLE 31 BASE
0
al®s�s4orage hcilAies, {rstiCutiort,wbols ark badirg dock;.
SV ECIFIC0.TIDN F pITU RES
5. 0 6. 8 4. 7 7 1. O . 0 0.2
ri
. 2 10.4 0. 8
construction
Lawprofile LEDdengnwkh
1hemtallyoplmnRedwhhogh,
lumen la clagininmal6EIGI
ap!emium-cladawd-Mtl
nRlnnce-freenmixil-mewl
-
ru,,edoneyi-d'a:castnaA_I4000K(WA`,81W.Ddk6)
4" 4" H 4" ICV 4"
hydride batterypack.The-le..
M .692.34)
aluminumbackboxand NngPd
LE Deobrtempennure(OCT).
emegencylighting LEDsare wi.1
58
probe door. Maichirg busing
LF -24
to p.Y{e Sdumlantemelgemy
1'3Q" W 12 .6
2. + 7 2. 6 . 6 1.
s1ylgino0ryinnabothafullcubff
Electrical
Ig Ming. L'saetlw UL Btard.d924,
4.3
and refaotive lana design. F 11
cuicki refncti�ce lens."
LEO drive is moun�to the
die-st.1-hum housing for
Emergency LgNing.
2.4
areavafabl.io EawaDJElW.
optimal heatsinking. Logone el
Arca and Sita Pole Mounting
-
PalentperdingzecurelecklilrW
ma mgementsyt-inmryo2tes
Onionalext-Wedaluminum 6111"
+
Fear -lbws forsateard®ry
bothconc,,DWna rd natural
rm Features internal bdlgwce;
+-4
tool les eleotricalconnetiorewith
1hesupp1iedpuh4nconrabrs.
eonvenlonwtnnsfaheatripldly
..,from tfe LEDsoume. MW
forsupplie P,;upportled;,
a lbwing foreasy posai-ing of ttr
INV.=685.73
Eack bar includes f-102"NPT
and 81W mo@Is operate o-0PC
fiMureduling inshlhtbn W pole.
6.4
th-ccd conauft-my point. The
back box is:;ur:af by fourlag
to 4PC[d0'F ho 104-9. High
ambient 9PC it 22°9 models
Suppled with mund ph-dapter
plate. Optoml mop n.dinerf
bolts(suppled byothars7. enaml
avzihbe In SWind elWmodek
2-aB"or3-tk"O.D. T -n.
+ +
0.1
JJ
findaignext." hmtfrom the
oPly.Cross ,MARX Litiraires
0.3
fl -resurface. One pec si""
ainbingrea-lain 89% of inkni
Fin[sh
0.0 +.1 0.1
gas NRsmhdoorand heckbar.
Not laomrrenQk fororw-1,
applications.
IgM output airerT2JID lours
cif rat n. rvurhalf4nch NPT
tMr�edm =errtrypoims
Lms30our MAX%iprota�d with
TGC®rinnbmmeor
sum whit=-pol narpowdera
-
h i ZO ED B-2 A
albw forthru-branch wiring. Back
coatRmLSuperTGICpoxderooat
8.8
Opticalbarianauthorhedel:aYrbal
5. (GRA NO A CES. 7)
paintfinisheswik:standextleme
2�6
SlRoonesealadoptbalLED
wiringmmp--rent. In.3nil LED
ofinn ofWitionswhile p-idirg
charnhRri T-hesacmtam
ngineened nefawr p -d ng
eI--i drhivi.ivpp-i,urge
plotectron 12D 271iV RIEDE ,
optrmlcolorard glos-ni-
ofche naalled life.
7.0
highffiiomincy Ilumretlon.
Fait utafrrocimfrgratean
4EGV 6DHr, air%TV 801tr ehothcal
warranty
XTOR
impact-ecith Mmolded ef-Ma
- with 480V Wwasystems on y.
Five-yearxor-ty.
CROSSTOUR
optbal ens azsemby
,rent rg requ irements For Da rk
Emavgeaey Egress
MARX LED
Sky oompleroe. Ref -ore lens
Opumi rdegral cou weather
models inmrporare a moded lens
azsenmy dagrm P.rmaxim-
battery emea3emyeg nesS I. utas
_y' testawnen
amegemy P_'='
fniwandthrov. Solids%VLED
Rnaihbe in BBi 8lWmodels
APPLICATIONS:
Cro.-MANC(I-inadasare
..0, PAC -ON irdi-light and
WALLi SURFACE
INVERTED
SITE LIGHTING
BILL DRF DEEP PA. Pox Pa MCmrE LENS DEEP PaDK
CERTIEICATIDN OIITII
21! In -I UMCULWabmem Damd
LMrar LMsa O"mpliaN
RoHScanpRa,e
■T
■ ® 30M ComdiTwx Modda
Gwbretm btl
sLmafd FPA Maida)
TTECHNICAL DATA
8�e6" I ratty" I 7" @' MC DmMwdTP:atrm
L-172anm1-J `n�n:.l `nra.m �4%'�u�',) npA,ml rnflnm E:uma 9,WIy4H:iy vC Minimus
EPA
E BeMiw Pojwtd A-rE Fo
xltiRSR.-In.ass
WBAPobMeu MArm�%
SHIPPING DATA:
A{p58imzta nwwbgN:
2 Ib. 5.asak�.1
E_T•N w�
_
PAGE nnE CUTSHEET
PHILIPS
02/02/17
VENDOR VILLA LIGHTING
1
CONTACT 2929 CHOUTEAU AVE, ST LOUIS, MO
4.0
ATTN: DAN LUDWIG, 8003262963
LF24
ITEM XTOR6BRL
-11- ll "111,
.i. '.. R: -, - � I -CC:IIZ /^.FT RIIRGERS
PHILIPS
HIAIOCO A 0
•
BL9 REV
Fle�Scape LED
Accent Alum[p 111-11na new ground with =n met venattirty, the Flex5cape BL9 has
mablco LiC, 15°Io 35° &60°b switch In o Lic ebempnL. Th is
P i ) Y g P
adjustable luminaire also has the ability to switch light output in 4 steps.
Ordering guide xampe: Lxn
mnR
BL9 D❑ �- � 97
El9 u,,VcHuw9WEullet D LED W Warn,(30DOK) A @lea or,
stake
NRMIre c Cod PI000K) H .-
Features Lamps IP66 Rating
LHousm JComtruriom A360° 4. controls t2 Vdt Gass 2 driver Inh,gi LED modac Dusttrrhtandscolcd..ftel
die-cas I-Inum.font-rete wine lnM&ai sw8dr prOvdes dlrecf ictsdwater.
twistoa/Ond ,Ha.T ch simple cu cc -Acte 1h, PGWar Suppy°
IG IDG elanweknrkde arm adi.,-A between 4 or,a1 Fixtures can beuxa wiur ore Labels
foracaratenimin-cid Iiehtlwels HADCGLow ValtaRemanzfonners ETL Lhted PO U.S-sak[Y standards
by Wady oxide Philia heutl S. Op[I<a15Ystems Flat aazs, nn,i TC152. TSS. TC Power forwcf locaimscETLlns to
fatness steel saevark 'ontemperedcleargiess.
avand NOW50W / C01-HorA vandnrds nor
sial loch u[to rwldc
tuPWies arc ry.
P
o-channN aske[sIi onto lens
durable mourdin or me a¢enL
P% 30011/6001i-
0 W etlocatims Alerufxturetlto
A360°die-cas[denirlum .--4-on
nolded mAk I Yoe htf c,epresentative NnIPI 1:20085Uurtlnds.5-year
M1orane fordnver wine termer optic/Inlecr.huNy Dcb,h lk forafull list of options limi4tl warranty.
old cl11-t MI iv:td
managemenfCreama conttxnty
( A) rod
rodded w ith select senates
int lrousbe In, repeating t«wrea.zoomaelelmz wan:cantamed
is
wOx. mshall Meare bMtliN-
dtl,,d,dk'-dc. 1F
3anbeem pattern dependfne mcoo
2 E{o,thr-gw,cnhien-Int) meposx0rJMer-draneeable
InputvdNeerarrge(VACk IMsprWdc haGftood - --, --
10-14. E,e ked wine a3 -f, WIP. 428 on
PHllae ra gas Hookup to ore 6. Mownx:l%r-u wasMmale4KII .1
low vcc..'upph'cable.Drker IMeatlsto screw onto mouMmg xW bfix
housed mini-dmaaedcase tmke,rcommmoenlnR Ma
winetlectronics ermapsr4e[etl' sol,. anti t: ■
12V dazs2tlaver wine integral accci»rv.
switdl for9Pesetlighti-cls' Finish
3.LED8,,.dmd Anav:Sinyc Thermoset pdms@r powtler coat
Luxeon M LED.
Ilyapplletlafhv
riv
A
e stage comcrsien dcanin6
x and bended by heal
fu c,n mermoaemne
WHOM EUI tl
aLM lets n.r 1- IYIB
PAGETILE CUTSHEET JDATE 04/18/16
VENDOR VILLA LIGHTING JPAGL 1
a�P:-Ai:r 2929 CHOUTEAU AVE, ST LOUIS, MO
ATTN: DAN LUDWIG, 800-3262963 LF -22
BL M)II A
IiFSIGN STANDARDS&SOURCING - RED ROBIN GOURMET BURGFRS
ENEPGY SEPVICES GPOUP Or WLS
1 -B❑❑-633-B71 1 - WWW.WLSLIGHTING.COM
BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS
SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT
MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD
CONDITIONS.
THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM
LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT
INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING
ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY
MANUFACTURERIS LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,
TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS.
Z
A
N
WV
fT1
A
V
W
W
RIM (690.16)
INV. =_681.21
i8 x C" RCP
I
WV WV
WV
5 5.2 7.2 4�6 4. 5 9 5.7 .4 � 9.6, 7.1 5 5.9 6. 4.9 7.5 1 + .8 +8'.3 5.6 4 5.6 + 5.5 4 11 9.8 7.8 3 4. 1
1E
I\ \ 5.0 5.3 4.0 3.9 +.8 6.2 5.9 8.1 10.9 8.4 6.9 6. 5.2 5.` 7.3 7.7 8.8 10.2 8.2 6.2 .2 4.5 .3 6.3 8.4 .5 9.5 8.7 7. .1 CV
® h
\ `x6 �R 0 3. 1 .7 3 T G 7F5 (69 3 6
(NO A CES )
�1 F + G lE (691.010) + + 30 R + -+ + + +
9 2 .5 2. ({ j 5 a C� 14 $ Vii. 5 a 6.4 + 2 .4 + 1 7.
24 R 9. 4 . + . 9 4 . + . 9 9. + . 6 8 .7 8. 9 8 . 1 0.
MLP 7
V
0 �j 3.5 3.3 3 +4. . 5 .4 6.6 5.3 6.7 7.1 7.8 4.8 3.5 9 +1 5.7 6.8 6.6 7.2 6 1 0.5
L RIM -691,66 RUTHERFORD FARM, LLC \
- IN 585.415
OUT=685.36-PIN-4-3-A-11-0 L, T 109 F RIM 1. 2'\ /+
i � + I T 5.44 AC. _3 .INV 680 4 + . 4 5.3 4.7 4 .5 + 8 .2 1.5 4 . 8 6 p 2 5 0 .
B-
GA
7 4.6 3.2 3. +.2J + 3 + 4 +.5 3. +.4 1. HH 1. +.2 2 I +.1 4. e �7 2
I I Ll"10 TS
/
�)Cl
0 I I p
s
0.6
i&.,�
5.4
4.0
3. I
Max/Min
3.4�
+
3.0 4.
RED ROBIN PARKING SUMMARY
.3 +g.6 2. 0 0. -
/
.3 5
- __
r��F
0. 7
,
3. 0
5. 0
+3 .2
Co
3. I I
V A C A N lr
3 7
4 3 4 7-�
DOWNCAST
LCAST
1 - 0 2. 5 2 7 0. 4
2.67
4.07
15
15
WLS-FVR-SR-575-PSMH-FG 22' POLE 31 BASE
0
®�
5. 0 6. 8 4. 7 7 1. O . 0 0.2
ri
. 2 10.4 0. 8
1. 1.9
LF -22
0.800
-
0 0 0.0 .0
4" 4" H 4" ICV 4"
�'
M .692.34)
KI
LUMARK-XTOR6BRL 12' MOUNTING HEIGHT
58
m
LF -24
O
1'3Q" W 12 .6
2. + 7 2. 6 . 6 1.
MED 1 C A L
1 .5
3. 4
4.3
5.3
3.
LL4(37.20'
a
2.4
+4.4 4.4
PROPOSED ED ROBIN
I •0/ + 8 7 0.
-
//�� CC CCI
RUTHQFORq LLC
+
I
+
0.2 0.2 0.
0.3 0.5 0.5 0.7
0.7 0.7 0.6 0.6
+-4
4
0 2
FAL BUILDING EA = 5,670 SF
PR OSED F.F.E =694.0'
LF +
e
INV.=685.73
PIN -A-100, T 100 M
4.0
6.4
5.2
3. 9 II
3.3 5 1 5.
+ + + +
n s WV
0.4 0.
NVj' oP7 1 9 .4
+ +
0.1
JJ
+
0.L��O 3 0.2 0.3
-- + --T ++0.+
0.3 0.3 0.3 0.1
0.3
+
0 0.0 0.0
0.1 0.2 0 1} 0.2 0.1 0.3 I.2 0.1 0.1
C7 1
0.0 +.1 0.1
0.2 0. 0.
0.2 0.1
0.1
-
h i ZO ED B-2 A
7.7
4. 4
8.8
5.8
5. (GRA NO A CES. 7)
_
2�6
3
LINE OF
LF -To LIGHTS.
74. • LF -12A
1 3 0 0.
6.5
8.9
7.0
5.6
6.
2.8
T
3.0 3. 4.
+. .2
o
C
\ M \
j. DOWNCAST i i
J TR
LF -22
8. 1 9.4 8.6 7.4 7 9 II 3.6 1 4. 5 `311 53s . 3 1. 4 2.
® ® 8. - 1- +-9 7.8 6I3 4. 1- 2.9 4.4 2. 1.4 1- .6 2.9 4. 4. 5 - +. 8 � 4.2/ 4. 0. 0
_ r
a _
U
7.5 8.6 � 7.9 10.4 6. 8 5.5 4.9 2.9 2.4 1.5 1.7 3.4 3.8 3.8 4.3 4.1 .3 3. 2.2 1.3 1.4 2.3 3.1 0.2 1 .0 RIM=695.7
\ o r INV.=690.1
v
ALL LIGHTING MUST BE DOWNCAST AND FULL CUTOFF AND CONFORM TO THE
ZONING ORDINANCE SECTION 1 65-20 1.07 REQUIREMENTS.
OPTION 2
0
Calculation Summary
Label
Units
Avg
Max
Min
Avg/Min
Max/Min
PtSpcLr
PtSpcTb
RED ROBIN PARKING SUMMARY
0 5,6
R a
.3 5
. _5_'
0.9
MPP 5 3 0
+3.3 3 2 +2.4 2 4
1.
0 9 '0.9
1 5 0. 0 0.0 0
Fc
4.00
6.1
1.5
2.67
4.07
15
15
WLS-FVR-SR-575-PSMH-FG 22' POLE 31 BASE
0
®�
5. 0 6. 8 4. 7 7 1. O . 0 0.2
ri
. 2 10.4 0. 8
1. 1.9
3.011
0.800
WMH
I 0. 7
0 0 0.0 .0
4" 4" H 4" ICV 4"
�'
M .692.34)
KI
akor
LUMARK-XTOR6BRL 12' MOUNTING HEIGHT
58
m
7
O
1'3Q" W 12 .6
2. + 7 2. 6 . 6 1.
0.950
0.
1.5 1. 5 L 1
8
0. 4 0. 3
0. 0. 0
LL4(37.20'
a
RIM (691.58)
_ II
+ 4
0. 0°9 0.8 1.0 0.5 .3 0.2 0.2
0.2 0.2 0.
0.3 0.5 0.5 0.7
0.7 0.7 0.6 0.6
+-4
4
0 2
0.1
0.2 0.1 0.1 0.0 0.0 0.0
INV.=685.73
s
WV
%
+ + + +
n s WV
0.4 0.
+
.2 �.t b T
+ +
0.1
JJ
+
0.L��O 3 0.2 0.3
-- + --T ++0.+
0.3 0.3 0.3 0.1
0.3
+
0 0.0 0.0
0.1 0.2 0 1} 0.2 0.1 0.3 I.2 0.1 0.1
C7 1
0.0 +.1 0.1
0.2 0. 0.
0.2 0.1
0.1
0. 0.1
I
0.0 0.0 0.0 0.0 0°0 0.0
ALL LIGHTING MUST BE DOWNCAST AND FULL CUTOFF AND CONFORM TO THE
ZONING ORDINANCE SECTION 1 65-20 1.07 REQUIREMENTS.
OPTION 2
0
Calculation Summary
Label
Units
Avg
Max
Min
Avg/Min
Max/Min
PtSpcLr
PtSpcTb
RED ROBIN PARKING SUMMARY
Fc
3.66
9.5
0.9
4.07
10.56
15
15
RED ROBIN REAR OF BLDG
Fc
4.00
6.1
1.5
2.67
4.07
15
15
RIM 697.89
III ( )
Luminaire Schedule
WLS15217 RED ROBIN RUTHERFORD CROSSING WINCHESTER, VA PM: MARK PLEASE EMAIL US FOR PRICING AT WLS@WLSLIGHTING.COM
Symbol
Qty
Label
Lumens
LLF
Description
Lum. Watts
2
A
60000
0.800
WLS-FVR-SR-575-PSMH-FG 22' POLE 3' BASE
645
�®
3
C
60000
0.800
WLS-FVR-SR-575-PSMH-FG-GS 22' POLE 3' BASE
645
5
X1
60000
0.800
WLS-FVR-SR-575-PSMH-FG 22' POLE 31 BASE
645
®�
1
X3
60000
0.800
WLS-FVR-SR-575-PSMH-FG-GS 22' POLE 3' BASE
645
3
LF24
N.A.
0.950
LUMARK-XTOR6BRL 12' MOUNTING HEIGHT
58
m
7
LF8
N.A.
0.950
LIGHTOLIER-S5R83OK7 10' MOUNTING HEIGHT
9.8
■
r
00
M
1
LW
I--
0
1
N
0
0
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0
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3
A
COLORS: LEGEND - WHITE IRETROREFLECTIIE)
BACKGROUND - RED (RETROREFLECTNE)
1-1
STOP SIGN DETAIL
Scale: N.T.S.
18"x12" SIGN
TYPICAL AT ALL
ACCESSIBLE
PARKING SPACES
12"x6" PLAQUE
TYPICAL AT ALL
VAN ACCESSIBLE
PARKING SPACES
12"x9" PENALTY SIGN
WITH WORDING AS
REQUIRED BY STATE
OR PER PWC CODE
PARKING
IVAN 1
ACCESSIBLE I
PENALTY
$100 - $500 FINE
TOW AWAY ZONE
R7-8
GREEN LEGEND
WHITE SYMBOL ON BLUE
ON WHITE BACKGROUND
R7 -8P
GREEN LEGEND
ON WHITE BACKGROUND
ACCESSIBLE PARKING
SIGN
RESERVED PARKING SIGN
Scale: N.T.S.
MEN
MEN
Flat -lensed fixtures meet IESNA
full cutoff classification
ARM MOUNT
A
MMJ11B
L ,,. J
(305mm)
A R
FVM Arm Mount
21-5/8" 549mm
12-3/4" 324mm
R1-1
21-5/8"(549mm)
16-1/8"(410mm)
f � D180°
6.3
STOP
�i D90'
5.7
7.6
fi T90 "
8.8
'Reduce spacing 40%
TN120'
AB
11.4
C
D
E F
z
Q � X 0
W
o�Q
18
.375
6
6C
3 7.75
o }
Z_ O w
24
.625
8
8C
4 10
U
30
.75
10
10C
5 12.5
LLJ
3fi
.875
12
12 C
6 15
\ \ \ \
\ \
48
1.25
18
16 C
8 20
COLORS: LEGEND - WHITE IRETROREFLECTIIE)
BACKGROUND - RED (RETROREFLECTNE)
1-1
STOP SIGN DETAIL
Scale: N.T.S.
18"x12" SIGN
TYPICAL AT ALL
ACCESSIBLE
PARKING SPACES
12"x6" PLAQUE
TYPICAL AT ALL
VAN ACCESSIBLE
PARKING SPACES
12"x9" PENALTY SIGN
WITH WORDING AS
REQUIRED BY STATE
OR PER PWC CODE
PARKING
IVAN 1
ACCESSIBLE I
PENALTY
$100 - $500 FINE
TOW AWAY ZONE
R7-8
GREEN LEGEND
WHITE SYMBOL ON BLUE
ON WHITE BACKGROUND
R7 -8P
GREEN LEGEND
ON WHITE BACKGROUND
ACCESSIBLE PARKING
SIGN
RESERVED PARKING SIGN
Scale: N.T.S.
MEN
MEN
Flat -lensed fixtures meet IESNA
full cutoff classification
ARM MOUNT
A
MMJ11B
L ,,. J
(305mm)
A R
FVM Arm Mount
21-5/8" 549mm
12-3/4" 324mm
FVR Arm Mount
21-5/8"(549mm)
16-1/8"(410mm)
FV SERIES
Flat Lens
FVM SERIES
12' Bracket
FVR SERIES
12 Bracket
i Single
3.2
3.8
f � D180°
6.3
7.6
�i D90'
5.7
7.6
fi T90 "
8.8
11.4
TN120'
9.0
11.4
Q901
11.3
15.2
Note: House Side Shield adds to fixture EPA. Consult factory.
L •,
BOLTON ARM
ARRA c UL - OO
Funding Compliant LISTED L '
wet l -tion
RESERVED
PARKING
/;/10
•
----------►
ACCESSIBLE
GALVANIZED
SQUARE TUBE
USE 4" SCH. 40
STEEL PIPE FILLED W/
CONCRETE WITH TOP
ROUNDED AND PAINTED -\,I 1
TRAFFIC YELLOW ONLY
WHEN SIGN IS IN PAVED
AREA OR SIDEWALK al o
r I
SLOPE TOP 1
GROUND/PAVING
NOTE: THE MIN. HEIGHT
OF THE BOTTOM OF
Z THE LOWEST SIGN
SHALL BE 5-0".
O
I
L0
SURFACE "
. A d
4000 P.S.I. P. C. A
CONCRETE .
d `a < "e O
I
ea a
d e
3" MIN.
ACCESSIBLE PARKING
SIGN AND POST DETAIL
NOTES:
GALVANIZED SQUARE TUBE
POST TUBES - 2"x2"x3/16" 14ga
POST TUBE SHALL MEET ASTM A1011 GRADE 50.
POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.
ANCHOR TUBE - 2 -1/4"x2 -1/4"x3/16" 14ga
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.
STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM
A123.
THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A
MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 48" DEEP
WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.
ACCESSIBLE PARKING _S1 GN
Scale: N.T.S.
VERTICAL LAMP/ FLAT GLASS LENS ;:::
SERIES 11MMERMMM
LFV +I��
SPECIFICATIONS
HOUSING - The FV Series formed aluminum housing is finished to produce a clean, sharp
appearance and ensures weather -tight construction. Available in 2 sizes: Medium (reduced
envelope 400 Watt Lamp) and Reduced (reduced envelope 1000 Watt Lamp).
LENS/GASKET - A flat tempered glass lens is sealed to the housing with an EPDM gasket,
preventing entry of moisture, dust and insects. Combined with the vertical burn feature, the
flat glass lens provides high performance lighting.
TOP ACCESS - Is secured by four captive stainless steel fasteners and provides ease of
installation and servicing.
FINISHES - Each fixture is finished with a baked -on polyester powder finishing process to
give the fixture an exceptionally attractive appearance. Standard finish colors include
bronze, black, platinum and white. The polyester finish withstands extreme weather
changes without cracking or peeling. Consult factory for available custom colors and
pinstripe decal options.
REFLECTORS/DISTRIBUTION PATTERNS - The FV Series fixture is available in five
reflector systems and distribution patterns, all with vertical burn lamps: Type II (2), Type III
(3), Type V (5), Perimeter Forward Throw (FP) and Super Reflector (SR) for a minimum
mounting height of 30 feet. Reflectors are field -rotatable, enabling generous flexibility in
distribution patterns without fixture movement.
LIGHT SOURCES - Designed to operate with Pulse -Start Metal Halide, Natural White,
Super Metal Halide, Metal Halide, Metal Halide Reduce Envelope or High Pressure Sodium
SOCKETS - Porcelain mogul -base sockets with spring -reinforced contacts.
BALLAST - Pulse Start Metal Halide, Metal Halide, Super Metal Halide, and High Presure
Sodium feature a high-power factor CWA ballast, and are designed for -20°F operation.
BRACKETS - Arm Mount: 5 1/2 " x 2 1/2" x 12" length shipped standard. (An 8" bracket
is avaiable for single or D180 configurations, but must be ordered separately from Options
column of the ordering chart.) A Round Pole Plate (RPP) is required for mounting to 3"- 5"
round poles. (See Options in Luminaire Ordering Information.)
DECAL STRIPING - WLS offers optional color -coordinated decals in 9 standard colors to
accent the fixture. Decal is guaranteed for five years against peeling, cracking, or fading.
Approved By: Project Name:
Location: Date: WLS LIGHTING SYSTEMS
1919 Windsor Place t Fort Worth, TX 76110 800.633.8711 - Fax: 817.735.4824 www.wlslighting.com Consider the Impact!
Specifications subject tnchange without notice. LIGHT FIXTURE 01 Rev. 11/15
Scale: N.T.S.
18" (24" @ ENTRANCES)
24"
NOTES:
1. BOTH SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST
MUTCD EDITION, WARNING SIGNS W11-2 (TOP) & W16 -7P
(BOTTOM) WITH A BLACK LEGEND ON A FLUORESCENT
YELLOW -GREEN BACKGROUND
"PEDESTRIAN
CROSSING" SIGN
PEDESTRIAN CROSSING SIGN
Scale: N.T.S.
0
N
TWO COATS
�„r,. fE
STOP BAR DETAIL
Scale: N.T.S.
NOTES:
1. CONTRACTOR TO USE THERMOPLASTIC PAINT FOR ALL
PARKING LINE MARKINGS AND SYMBOLS.
2. SEE GRADING PLAN FOR SPOT GRADES AT HANDICAP
CURB CUT RAMPS AND PARKING SPACES.
3. STRIPING CAN BE LOCATED ON EITHER LEFT OR RIGHT
SIDE OF STALL
?O"
ACCESSIBLE PARKING SPACES
Scale: N.T.S.
ADA RAMP AND SIDEWALK NOTES
BACK OF CURB
6.0 INCH PORTLAND CEMENT CONCRETE @ 4,000 PSI
WWF6X6-W6XW6
6.0 INCH CRUSHED STONE BASE
AA A A
Q E A G
G ° d 4
a
a ° a
A
G °
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0co
HEAVY DUTY CONCRETE
Scale: N.T.S.
5.0 INCH PORTLAND CEMENT CONCRETE ® 4,000 PSI
WWF6X6-W1.4XW1.4
6.0 INCH CRUSHED STONE BASE
A °
a AA e
a A a a -
LC)
a a A a
A
a A a
A
0 0 0 0 0 0 0 0 0
CONCRETE SIDEWALK
V % Scale: N.T.S.
IMP
NOTE: CONTROL JOINTS SHALL BE PLACED AT A MAXIMUM OF 5 FOOT INTERVALS.
EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 20 FOOT INTERVALS.
/
Cn
CONCRETE WHEELSTOP, TYP.
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NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
(ALONG FACE OF CURB) WILL BE PAID FOR AS
RADIAL CURB.
4- THE DEPTH OF CURB MAY BE REDUCED AS MUCH
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
3" (21" DEPTH)IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OFA
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN.
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH,
5 CG -2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG -6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
2" RADIUS
. PA
n .A
a • a
a.' SURFACE
m ii7 a'd • AA L • a
4Ai7 � ij.apA.
A A A BASE
6"
12"
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION
REFERENCE
105
502
STANDARD 6" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
GENERAL NOTES:
1• THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER 11/2".
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
7_ CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
AND USED BY PEDESTRIANS.
6"
2" R
CG -2
ra
SURFACE
BASE
SUBBASE
XV00T
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF 1
201.01
TYPE B
PARALLEL
3 1
12.1 IMAX
iK _
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN AT X , 2" HIGHER THAN
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OFPAVEMENT
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB. AT X)K ,SAME AS TOP OF CURB
9. TYPI% CONCRETE SIDE ALK IS 4" ICK. HEN THE ENTRANCE RADII CANNOT TYPE C
ACCOMMODATE THE TUR ING REQUIREMEITS F ANTICIPATED HEAVY TRUCK
TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR
TRUCK TRAFFIC)FOR CONCRETE DEPTH.
10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
- 2" R
p d P
A
p P R O ❑
p t. 1>
p P P' - -
6" 2'-0"
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
CG -6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 30D FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CURB S. GUTTER
SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE
OF SUBBASE COURSES AND TO THE DEPTH OF
THEPAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG -6
IS BASED ON ROADWAY CLASSIFICATION AND
DESIGN SPEED AS SHOWN IN APPENDIX A OF
THE ROAD DESIGN MANUAL IN THE SECTION
ON GS URBAN STANDARDS.
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
SPECIFICATION NVD=
REFERENCE COMBINATION 6" CURB AND GUTTER
ROAD AND BRIDGE STANDARDS
107 REVISION DATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
CG -12
10.1
MAX
1.6" - 2.4" TRUNCATED DOME
T
A
APPLICATION
C -C O O O
Z �
#
ROADWAY GRADE
0 0 0 0 0 0 0 0 0 0 0
5 DOWELS, 8" LONG
JOINTE?
4'-0'
0 0 0 0 0 0 0 0 0 0 0 0 0 UT
4'�
MIN.
48:1 MAX.
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0=
(n o U
+
N 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 Oro o
Z
0
U
N
O O O O O O O O O O O O O O O Z
A 4' SQUARE LANDING AREA
0.2"
,I 50Y - 65Y OF BASE DIAMETER
2
0 0 0 0 0 0 0 0 0 0 0 0 0 0 Om
CONSTRUCTION
-1 TOP DIAMETER
OUTSIDE OF TRAVELWAY
SHALL BE PROVIDED FOR
0 0 0 0 0 0 0 0 0 0 0 0 0 0 O
6 9
I 0.9" - 1.4"
B -B
VARIABLE
DETECTABLE WARNING SURFACE,
BASE METER
DIA
1 O 4.
4' MINIMUM.
CROSSWN-K
WITHIN THE MARKED
o
PAY LIMITS
Li W
TRUNCATED DOME
5
DETECTABLE WARNING
@0 =
DETAIL
DETAIL
1 14 1 15
SHEET 1 OF 4
O
LiJ
CG -12 DETECTABLE
WARNING
SURFACE
SPECIFICATIONREFERENCE
N
GENERAL NOTES
REV, 7/05
502
203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION
O
- 2" R
p d P
A
p P R O ❑
p t. 1>
p P P' - -
6" 2'-0"
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
CG -6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 30D FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CURB S. GUTTER
SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE
OF SUBBASE COURSES AND TO THE DEPTH OF
THEPAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG -6
IS BASED ON ROADWAY CLASSIFICATION AND
DESIGN SPEED AS SHOWN IN APPENDIX A OF
THE ROAD DESIGN MANUAL IN THE SECTION
ON GS URBAN STANDARDS.
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
SPECIFICATION NVD=
REFERENCE COMBINATION 6" CURB AND GUTTER
ROAD AND BRIDGE STANDARDS
107 REVISION DATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
CG -12
10.1
MAX
10.1
MAX j
j B
T
A
APPLICATION
PERMISSIBLE
CONSTRUCTION
Z �
#
ROADWAY GRADE
A
5 DOWELS, 8" LONG
JOINTE?
4'-0'
12" C -C
4'�
MIN.
48:1 MAX.
20: 1
(n o U
�A-A�
Q
W �
Q
o�wo
SIX
Z
0
4 6
5 7
LLI
B
10.1
MAX
10.1
MAX j
j B
T
2'
APPLICATION
M_
W
Z �
TRUNCATED DOMES
ROADWAY GRADE
A
SEE SHEET 1 OF 4 FOR DETAILS
o�
8'-0"
4,-0"
BACK OF CURB
12`1 MAX.
48:1 MAX.
20: 1
(n o U
�A-A�
Q
W �
Q
o�wo
SECTION
�2' MIN-►{
0
4 6
5 7
LLI
A 4' SQUARE LANDING AREA
PERMISSIBLE
2
5 8
CONSTRUCTION
a)
OUTSIDE OF TRAVELWAY
SHALL BE PROVIDED FOR
JOINT
6 9
SECTION
B -B
NOTE: FOR GENERAL NOTES ON THE
DETECTABLE WARNING SURFACE,
SEE SHEET
1 O 4.
z
A 4' SQUARE LANDING
AREA OUTSIDE OF
TRAVELWAY SHALL
BE PROVIDED WITHIN
THE MARKED
CROSSWALK AREA.
Y
(/)
0
O
TYPICAL DESIGN
ALTERATIONS
CROSSWALK I
TYPICAL PLACEMENT U� OSSWAL� TYPICAL PLACEMENT
AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION
WITHIN CROSSWALK WITHIN CROSSWALK
(WITH BUFFER STRIP)
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION, 6 FEET FOR ALTERATIONS.
SHEET 2 OF 4
SPECIFICATION
REFERENCE CG -12 DETECTABLE WARNING SURFACE
502 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A
PFS -3
CROSSWALK
WIDTH 16'
MINA AS
SPECIFIED
IN THE
CONTRACT
DOCUMENTS
LINL WIDTH (5" MIN,)
CROSSWALK WIDTH 16 A(IN.)
AS SPECIFIED IN 'HF
CONTIRACT (7OCUME1
CROSSWALK WIDTH
(TRANSVERSE LINES)
SOLID WHITE LINE 6" MIN.
w,DTH LFNLESS OTHERWISE
SPECIFIED IN THE CONTRACT
DOCUMENTS p
4' MIN_
SPACE
TRANSVERSE LINES
000
ROAD AND BRIDGE STANDARDS
SHEET 4 OF 4 REVISION DATE
1330.33 NEW OV15
#5 DOWELS, 8" LONG
AT 12" C -C
5' MIN.
12:1 MAX
B � 2'
I
RAMP
(SEE TABLE) A
1V�'
1_ ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WJTH
THESE STANDARDS, THE MUTCD AND THE VIRC1 aA SUPPLEMENT TO THE
MUTCO.UNLESS OTHERWISE SPFCIFIED IN THE CONTRACT DOCUMENTS.
2. THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS SHALL
BE AS SPECIFIED IN THE CONTRACT DOCUMENTS.
3. CROSSWALKS SHALL ALIGN WITH CURB RAMPS IN ACCORDANCE WITH
STANDARD CG 12. THE CROSSWALK SHALL 8E AT LEAS AS WIDE AS
THE LEVEL LANDING AREA OF TRE CURB RAkfP.
4, WHEN LONGITUOINAL LINES ARE SPECIFIED FOR THE CROSSWALK. THE
LONGITUDINAL LINES SIHALL BE PARALLEL TO THE PATH OE THRU
TRAFFIC.
5, CAPS BETWEEN LONGITUDINAL LINES~ SHALL BE BETWEEN 2 • 5 FEET,
GAP SPACING MAY VARY PIN ORDER TO ALIGN LINES SUCH THAT THEY
ARE OUTSIDE THE WHEEL PATHS OF THRU TRAFFIC_ THE FIRST AND
LAST LINES SHALL BIE 2' MAXIMuV FROM EDGE OF SHOULDER OR EDGE
OF CUTTER PAN,
2' MAX, 5EE NOTE 5
SEE NOTE 5 2 MAX'
24" SOLID 24" SOLIES
WHITE LINE WPITE LINE
CROSSWALK
WIDTH (6' I I CR05SWX I
MIN.) AS WIDTH l6'
SPECIFIED MIN.) AED 4' MSPEIN,
IN THE 4' MIN, IN THE 'SPACE
CONTRACT SPACE
DOCUMENTSCONTRACT
E3OCUMENT15
LONGITUDINAL LINES LONGITUDINAL LINES
AT SKEWED INTERSECTIONS
(SEE NOTE 4)
YPICAL PAVEMENT TENT MARKIN
CROSSWALK MARKINGS
VIRGINIA DEPARTMENT OF TRANSPORTATION
CONSTRUCTION
JOINT
z
12:1 MAX
E N� B
I
TRUNCATED DOMES
SEE SHEET 1 O 4 FOR DETAILS
5'-0" MIN
SHAPE TO MATCH f
OF ROADWAY CURB
BACK OF CURB 18-L-1 M
20 1 48 : 1 M
E�l IL-2' MIN. --I SECTION A -A
PERMISSIBLE
CONSTRUCTION
JOINT a
SECTION B -B
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 4.
3
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TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
TYPE B
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SPTCIFIC,'ATII)N
REFERENCE
SHEET 3 OF 41
SPECIFICATION
REFERENCE CG -12 DETECTABLE WARNING SURFACE
02 TYPE B (PARALLEL) APPLICATION REV. 7/05
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06
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FOR INFORMATIONAL PURPOSES ONLY.
EXTERIOR GREASE BIN
REFER TO 9/P2.1
INCOMING ELECTRICAL INCOMING GAS SERVICE -
SERVICE - REFER TO REFER TO PLUMBING &
ELECTRICAL & CIVIL 30'-8" CIVIL DRAWINGS
DRAWINGS
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16 6 STRUCTURAL
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NOTE: d CONCRETE FOR CANE BOLTS
SEE SHEET A2.1 FOR a @ "HOLD CLOSED" & "HOLD
FINISH SPECIFICATIONS OPEN" GATE LOCATIONS
4 d a
1 SERVICE YARD
SCALE: 114"=1'-0"
GALV. CHAINLINK STEEL FIXED VERTICAL LADDER GREASE LINE FROM FRYERS
11 F SERIES WITH SECURITY (IN WALL, DO NOT SURFACE
Al FENCING MESH LADDER GUARD FROM I MOUNT) REFER TO 9/F2.1
COTTERMAN CO. SEE SP4.1 I FOR CONTINUATION
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l 9 4" A.F.F.
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SCALE: 114"=1' 0"
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SCALE: NONE
3"x3"x1 /4" CONTINUOUS STEEL ANGLE
LINTEL ATTACHED WITH LAG SCREWS
TO CMU WALL OR FRAMING
7 DEPENDING ON LOCATION. PROVIDE
STAND-OFF SLEEVES AS REQUIRED.
]GALVANIZED CHAIN
FABRIC
2 1/2" DIA. PIPE STIFFENER AS REQUIRED
TO PREVENT SAG IN HORIZONTAL
FABRIC AT 3'-0" OC. MIN, 4'-0" MAX.
WELD AT ASSEMBLY
ES -5
PAINT P-11
1 1 CHAIN LINK TOP
SCALE: 1 1/2`=1'-0"
CONT, SEALANT
CONT, DRIP
COMP€:
FILLER
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SUPPLY -SEE ELECT. DWGS. 12
J -BOX FOR LOW A1.1
VOLTAGE LINE
4 ELEVATION
SCALE: 1/4"= i' 0"
12 TYP. POST BASE
SCALE: 1 1/2"=V-0"
NOTE: DOOR STOPS & I I 1
BOLLARDS TO BE INSTALLED
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GALV. STEEL OF VESTIBULE.
IPE FOR 2 BOLLARDS -36'H.
LINK 3"DIA.DOMED CAP I 1
1G• CSBIBF03040
SLAB
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ENTRY DOOR OPENED
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SET DOOR STOP IN
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Job No.
THRU-WALL
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16. CONTRACTOR TO DEFER TO VDOT STANDARDS FOR SUBSURFACE PREPARATION IN
PUBLIC STREETS, MEDIAN OPENINGS, AND TURN LANES
17. NO GRADED SLOPE SHALL EXCEED 3H:1V.
18. ALL ORGANICS AND TOP SOIL SHALL BE REMOVED FROM THE ENTIRE FOOTPRINT.
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INV IN: 687.25 21" RCP
INV OUT: 686.85 24" RCP
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6" HDPE ® 10.02% INV OUT: 690.50 3" HDPE 1 INV IN: 690.16 3" HDPE
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COMPACTED SUBGRADE
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VAR741ILE 0-- 3W' TRAFFIC LOADING, & OTFIER APPLICABLE DESIGN FACTORS.
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RIM: 691.05
INV IN: 687.25 21" RCP
INV OUT: 686.85 24" RCP
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INV OUT: 690.16 3" HDPE
PROPOSED RED ROBIN N' A-5
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TOTAL BUILDING AREA = 5,670 SF D RIM: 693.34
`� INV IN: 688.37 18" RCP
PROPOSED F.F.E. = 694.0' p
5 LF OF _5.2 INV IN: 689.75 3" HDPE
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MERCHANT STREET
VARIABLE WIDTH R.O.W.
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FINISH GRADE
NYLOPLAST DOME GRATE
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COMPACTED SUBGRADE
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GRAPHIC SCALE IN FEET
0 10 20 40
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PLANSaAKE OFF) (MIN- MANUFACTURING 51 ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
RED. SAME AS MIN. SUMP} ANGLES DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
VAR741ILE 0-- 3W' TRAFFIC LOADING, & OTFIER APPLICABLE DESIGN FACTORS.
I fi& ACCORDING TO SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION,
PLANS
Dbi-
LEGEND
- -
PROPERTY LINE
(3) VARIABLE SUMP DEPTH
- EXISTING CONTOUR
HUE ADAPTOR
ACCORDING TO PLANS
(4) 'VARIOUS TYPES OF INLET & OUTLET ADAPTERS
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PROPOSED STORM
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AVAILABLE: 4" - 30' FOR CORRUGATED HDPE
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WATERTI GMT JOINT
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HOLE SAWS ARE AVAILABLE FOR PURCHASE OR RENT.}
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CLASS II OR CLASS III MATERIAL AS DEFINED IN ASTM D2321,
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CORRUGATED HDPEIPP BELL GRAVITY APPLICATION SPECIFICATICNS
BEDDING A BACKFILL FOR SURFACE DRAINAGE INLETS $H ALL BE
CORNELIUS, 91116
OR
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PLACED & COMPACTED UN1FORTALY IN ACCORDANCE WTH XsTm D2321.
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DETAILS. RISERS ARE NEEDED FOR BASINS OVER 04' DUE T9 SHIPPING
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THIS PRINT DISCLQlX$ SUBJECT MATTERIH YMMICH
DRAWN BY EEC
MATERIAL
3130VERONAAW
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NYLOF"ST HAS PROPRIETARY RADHRS. THERECEIPT
BUFORD, OA 70510
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AJIIMD3212 FORCOR:RUGATED HDPE{AOS F6121HANCOR DUAL WALLL
OR POSSESSION OF THIS PRINTDOE$HOTCCIHFER,
DATE 00.14.07
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N-12 HP & PVC SEVI If D4 k
TRANSFER. OR LICENSE THE USE CP THE DESIGN OR
��1�}�1F3 s { FAX 1770) 812.2460
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6 - ADAPTERS CAN BE MOUNTEDOH ANY ANOLEB" TC 3W' TO DETERMINE
TECHNICAL INFORMATION SHOYIN HEREIN
REV18EDBY NIMH
PROJECT NOJNAME
,+ a ,w,�,.,�Y1mmIkLuT,wl
MINIMUM ANGLEBEMEEN ADAPTERS SEE DRAVUINGNO.?A1.11D'01L
MPMOD1JCtcNOFTHISPRINTCRANYINFCRMATICN
TITLE
B • 12' • Ib" SOLID CWERSSHALI MEET II LOAD RATING.
7 0'& W SOLID COVERS ARE RATED FGRLIGHTDUTY
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 03.11-16
GRAIN RI WITH SOMCOVER
- APPLICATIONS ONLY.
ARTICLE HEREFROM. FOR THE DFSCLOSIURE T007HERS
QUICK SPEC INSTALLATION DETAIL
NOCONCRETE CCILARNEEDED FOR "T DUTY RATING.
IS FORBIDDEN, EXCEPT DY SPECIFIC WRUTEN
PERMISSION FROM NYLOPLAS,r. nT-„bvl r,ol bar
0*0 SIZE A
SCALE I-" SHEET LORI
cW0 N0. 7001-1104" REV D
LEGEND
- -
PROPERTY LINE
- - XXX -
- EXISTING CONTOUR
HUE ADAPTOR
PROPOSED CONTOUR
XXX
SECURING CLAMP'
PROPOSED STORM
'
PROPOSED CURB INLET
SCREW SS #305
PROPOSED GRATE INLET
QD
PROPOSED STORM MANHOLE
DRAINAGE NOTES
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING
REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE
REMOVED TO THE RIGHT-OF-WAY.
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION
OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE
VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE
FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
3. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
4. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE
EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR
BETTER.
5. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND
SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE
6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".
6. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA
OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE
ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
7. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
8. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION
AT STRUCTURE IS WATERTIGHT.
10. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT
FROM INVERT IN TO INVERT OUT.
11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
12. ALL ROOF LEADERS FROM THE PROPOSED BUILDINGS ARE TO CONNECT TO
STORMWATER SYSTEM. SEE PLUMBING AND ARCHITECTURAL PLANS FOR DETAILS.
13. ALL PIPE LENGTHS SPECIFIED IN THESE PLANS ARE THE HORIZONTAL DISTANCE AND ARE
SHOWN FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE ACTUAL LENGTHS BASED ON PROPOSED PIPE SLOPE.
14. PIPE LENGTHS IN PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE UNLESS OTHERWISE NOTED.
15. ALL STORMWATER INFRASTRUCTURES ON THIS SITE ARE PRIVATELY OWNED AND ANY
MAINTENANCE OR REPLACEMENT IS THE OWNER'S RESPONSIBILITY.
CORRUGATED HDPE/PP BELL GRAVITY APPLICATIONS
A. BELL ENC} ACCEPTS CORRUGATED HDPEIPP DUAL 1
WALL PIPE--ADSIHANCOR INC. SPECIFICATIONS IN 4",
6-, 8", 10", 12". 15", 18' 21" 24". AND 30" SIZES.
B- CURVATURE VARIES WITH MAINLINE DIAMETERS, 2
3
C. SPIGOT END PVC SDR 35, ASTM D3034 31A
DIAMETERS: 4'. 6, 8`. 10", 12". 15' 18'. 21 24' AND 30'
:8
A -`1
PART
PART NAME
MATERIALS
1
HUE ADAPTOR
PVC SDR 26 ASTM D3034
2
SECURING CLAMP'
BAND SS #301
6)v (165 mm)
O
SCREW SS #305
(200 mm)
8'Ye" (222 mm)
HOUSING SS #301
3
RUBBER SLEEVE iAVAILABLEINNITRILE AND EPDMawSPECALORDI
ASTM F477
3A
UPPER SEGMENT -
(3D4 mm)
12 V (327 mm)
LOWER SEGMENT`
15"
4
(NOT SHOWN) ADSIHANCOR
�
lIr
INC, SUPPLIES VALLEY GASKET
19 Xf," (503 mm)
OPTIDNAL.II STAINLESS STEEL BAND, SCREW AND HouSING
INSERTA TEE SIZE HOLE DIAMETER
DISTANCE BETWEEN 4A AND 4B WILL VARY BY PRODUCT TYPE
WILL NOT
4-
(100 mm)
4 Yf" (114 mm)
APPEAR ON RUBBER SLEEVES FOR CONCRETE OR
CLAY PIPE
6'
(150 mm)
6)v (165 mm)
O
8"
(200 mm)
8'Ye" (222 mm)
1D`
(250 tram)
10 W (276 mm)
D O
12'
(3D4 mm)
12 V (327 mm)
15"
(375 mm)
15'Xe* (4[72 mm)
�
lIr
(450 mm)
19 Xf," (503 mm)
w `-)
21'
(525 mm)
22 XB' (573 mm)
mo
24'
(600 mm)
25 kta' (643 tram)
Z
3W
(750 ems
32'P52' (826 mm f
NOTE: RECOMMENDED F ECONI ENDED METHDO Of CUTTING HOLE IS WITH HOLE SAW FOR PVC AND OTHER PLASTICS,
AND DIAMOND BIT FOR CONCRETES, CLAY, FRP AND p,l (SEE INSTALLATION INSTRUCTIONS,
HOLE SAWS ARE AVAILABLE FOR PURCHASE OR RENT.}
U
C)
0Q
INSERTA, TEE I PO Box 714
CORRUGATED HDPEIPP BELL GRAVITY APPLICATION SPECIFICATICNS
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N :�i z
0
CORNELIUS, 91116
OR
SALE: NTS
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357-210 FAX:(003) 354-5417
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DATEoil2101
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- - - - -
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4.52
0.49
5.44
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688
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(N/A)
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21" RCP 0.69% 18" RCP ® 0.69%
0.10
690.50
690.37
5
2.60%
76 LF
0.14
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3.15
130 LF 0
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A-5.1
A-5
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(N/A)
0.000
0.000
0.00
6.49
684
690.37
689.00
39
3.50%
3
0.17
59%
682
15 LF
3" HDPE 7
692
5LFOF3"HDPE ®1.71%
688
684
682
A Soils
O
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D Soils
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89%
3.76
15 LF
3" HDPE 7
692
5LFOF3"HDPE ®1.71%
688
684
682
9+75 10+00 11+00 12+00 13+00 13+50
STORM PROFILE - A
700 700
A Soils
B Soils
O
_ to
D Soils
Totals
Forest/Open Space (acres) -- undisturbed,
RAINFALL
(D
0
.-
't
4
OZ
� u7 u7
9+75 10+00 11+00 12+00 13+00 13+50
STORM PROFILE - A
700 700
(I NIS �» >
692 ij)F-ZZZ
688�FOF11%u
8' HDPE ® 2
39 LF OF 8" HDPE ® 0.
4" PVC SS
STA: 10+74.79
ELEV: 689.93
4" PVC SS
-STA: 10+70.79
ELEV: 689.90
[;W6
'1-5 LF OF 6" HDPE
LF OF 8" HDPE ® 0.95%
684 684
LO I�
Ln
CID rn 01
cfl (0 Lp
10+00 11+00
STORM PROFILE - B
11+50
0.95%
GRAPHIC SCALE IN FEET
0 15 30 60
HORIZONTAL
0 1.5 3 6
VERTICAL
Project Name:
Date:
Site Information
Red Robin - Winchester, VA
2/1/2017
Linear Development Project? No
Post -Development Project (Treatment Volume and Loads)
Enter Total Disturbed Area (acres) 1.55
Pre -Re Development Land Cover (acres)
A Soils
B Soils
O
_ to
D Soils
Totals
Forest/Open Space (acres) -- undisturbed,
RAINFALL
0.00
protected forest/open sace or reforested
LENGTH
N
Managed Turf (acres) -- disturbed, graded
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0.361
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1.33
684.56
684.48
(I NIS �» >
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8' HDPE ® 2
39 LF OF 8" HDPE ® 0.
4" PVC SS
STA: 10+74.79
ELEV: 689.93
4" PVC SS
-STA: 10+70.79
ELEV: 689.90
[;W6
'1-5 LF OF 6" HDPE
LF OF 8" HDPE ® 0.95%
684 684
LO I�
Ln
CID rn 01
cfl (0 Lp
10+00 11+00
STORM PROFILE - B
11+50
0.95%
GRAPHIC SCALE IN FEET
0 15 30 60
HORIZONTAL
0 1.5 3 6
VERTICAL
Project Name:
Date:
Site Information
Red Robin - Winchester, VA
2/1/2017
Linear Development Project? No
Post -Development Project (Treatment Volume and Loads)
Enter Total Disturbed Area (acres) 1.55
Pre -Re Development Land Cover (acres)
Post -Development Land Cover (acres)
A Soils B Soils
A Soils
B Soils
C Soils
D Soils
Totals
Forest/Open Space (acres) -- undisturbed,
RAINFALL
0.00
protected forest/open sace or reforested
LENGTH
SLOPE
Managed Turf (acres) -- disturbed, graded
PIPE
CAPACITY
Q/ Cif
for yards or other turf to be
FLOW TIME
incr a CCUm
0.00
protected forest/open sace or reforested
EX STRM 92
1 20 1.20
Area Check OK. OK.
OK.
OK. 1.55
Managed Turf (acres) -- disturbed, graded
5.00
6.49
24.29
684.67
684.56
foryards or other turf to be
0.20%
36
29.83
0.22
0.22
Impervious Cover (acres)
5.00
B-1
EX STRM 91
0.43
1.33
0.361
1.017
5.00
6.41
1.33
684.56
684.48
1.55
Post -Development Land Cover (acres)
A Soils B Soils
C Soils
D Soils Totals
Forest/Open Space (acres) -- undisturbed,
30
CA
INLETTIME
RAINFALL
0.00
protected forest/open sace or reforested
LENGTH
SLOPE
Managed Turf (acres) -- disturbed, graded
PIPE
CAPACITY
Q/ Cif
for yards or other turf to be
FLOW TIME
incr a CCUm
0.35 0.35
Impervious Cover (acres)
EX STRM 92
1 20 1.20
Area Check OK. OK.
OK.
OK. 1.55
data input cells
constant values
calculation cells
Check:
BMP Design Specifications List: 2013 Draft Stds & Specs
Linear project? No
Land cover areas entered correctly? ✓
Total disturbed area entered? ✓
FROM POINT
TO POINT
DRAINAGE
AREA
acres
RUNOFF
COEFFICIENT
C
30
CA
INLETTIME
RAINFALL
RUNOFF
INVERT ELEVATIONS
upper end lower end
LENGTH
SLOPE
SIZE
PIPE
CAPACITY
Q/ Cif
VELOCITY
FLOW TIME
incr a CCUm
inlet accu m
min in/hr cfs ft ft ft % in cfs % fps min
EX STRM 92
3-1
0.83
0.79
0.656
0.656
5.00
6.49
24.29
684.67
684.56
53
0.20%
36
29.83
81%
3.44
0.26
5.00
B-1
EX STRM 91
0.43
0.84
0.361
1.017
5.00
6.41
26.58
684.56
684.48
40
0.20%
36
29.83
89%
3.76
0.18
5.26
EX STRM 91
EX STRM 90
0.61
0.88
0.537
1.554
5.00
6.36
31.96
684.48
684.15
134
0.30%
36
33.38
96%
4.52
0.49
5.44
A-5.2
A-5.1
(N/A)
(N/A)
0.000
0.000
0.00
6.49
0.10
690.50
690.37
5
2.60%
3
0.14
71%
3.15
0.03
0.00
A-5.1
A-5
(N/A)
(N/A)
0.000
0.000
0.00
6.49
0.10
690.37
689.00
39
3.50%
3
0.17
59%
3.53
0.18
0.03
EX STRM 106
A-5
(N/A)
(N/A)
0.000
0.000
0.00
6.49
3.60
690.97
688.37
101
2.60%
18
16.85
21%
7.58
0.22
0.00
A-5
A-4
(N/A)
(N/A)
0.000
0.000
0.00
6.49
3.70
688.37
688.03
50
0.70%
18
8.71
42%
4.73
0.18
0.22
A-4
A-3
(N/A)
(N/A)
0.000
0.000
0.00
6.49
3.70
687.78
687.25
77
0.70%
21
13.19
28%
4.71
0.27
0.40
A-3
A-2
0.75
0.82
0.615
0.615
5.00
6.49
7.72
686.85
686.45
61
0.70%
24
18.29
42%
5.58
0.18
5.00
A-2.2.1
A-2.2
0.06
0.90
0.054
0.054
5.00
6.49
0.35
691.50
691.20
5
6.70%
6
1.45
24%
6.09
0.01
5.00
A-2.4
A-2.3
0.06
0.90
0.054
0.054
5.00
6.49
0.35
691.50
691.46
5
1.00%
6
0.56
63%
3.02
0.02
5.00
A-2.3
A-2.2
(N/A)
(N/A)
0.000
0.054
0.00
6.48
0.35
691.35
691.05
43
0.70%
8
1.01
35%
2.64
0.27
5.03
A-2.2
A-2.1
(N/A)
(N/A)
0.000
0.108
0.00
6.40
0.70
691.05
690.78
39
0.70%
8
1.01
69%
3.12
0.21
5.30
A-2.1
A-2
(N/A)
(N/A)
0.000
0.108
0.00
6.34 1
0.69
689.25 1
687.25 1
38 1
5.30%
8
1 2.77 1
25%
1 6.59 1
0.10
1 5.50
A-2 I
EX STRM 109
(N/A)
I (N/A)
1 0.000
1 0.723
0.00 1
6.32 1
8.30
686.45
686.00 1
69 1
0.70%
24
18.30
45%
5.69 1
0.20
5.60
EX STRM 109 1
EX STRM 90
0.35
0.79
0.277
0.999
5.00
6.26
10.00
68 5.5 0
68 4.8 1
123
0.60%
30
30.75
33%
1 5.60
0.37
5.80
INLET CALCULATIONS
EX STRM 109
686.81
687.92
DESIGN
30
10.00
123
0.0006
0.07
JUNCTION LOSS
0.12
8.30
5.69
47.23
0.8D+
ACTUAL
0
0.00
0.30
YES
0.39
NO
FINAL
INLET
F L
690.45
A-2
687.60
688.38
688.38
24
8.30
69
0.0013
0.09
5.69
0.13
7.72
5.58
INLET
0.48
0.17
OUTLET
Do
Qo
Lo
Stn
Hf
0.63
0.73
689.11
691.20
A-2.1
687.78
689.11
689.11
8
0.69
Surface
0.0033
0.12
6.59
0.17
0.70
3.12
2.18
INV
OUTLET
0
0.00
0.22
NO
0.22
NO
Vo
Ho
Qi
Vi
Qivi
1''
Hi
Angle
Ho
Ht
39
1.3 Ht
0.13
0.5 Ht
H
WSE
ELEV
2.13
0.58
0.20
WSE
0.40
0.64
NO
0.64
NO
0.64
0.77
692.09
693.40
A-2.2.1
691.60
692.09
692.09
6
0.35
Runoff
0.0039
IS -1?
6.09
0.14
0.00
0.00
0.00
(OUT)
WSE
0
0.00
0.14
YES
0.19
NO
(8)
(9)
(10)
(11)
(12)
Zg
692.09
692.09
8
1 0.35
Factor?
0.0008
0.04
1 2.64
0.03
0.35
3.02 1
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)
(21)
EX STRM 91
686.55
687.92
687.92
36
31.96
134
0.0023
0.31
4.52
0.08
26.58
3.76
99.94
0.22
0.08
0
0.00
0.16
YES
0.20
NO
0.20
0.51
688.43
690.07
B-1
686.88
688.43
688.43
36
26.5840
5.58
0.0016
0.06
3.76
0.05
24.29
3.44
83.56
0.18
0.06
0
0.00
0.12
NO
0.12
NO
0.12
0.18
688.61
690.55
EX STRM 92
686.96
688.61
688.61
36
24.29
53
0.0013
0.07
3.44
0.05
1 0.00
0.00
0.00
1 0.00
0.00
0
0.00
0.05
YES
0.06
NO
0.06
0.13
688.74
691.84
EX STRM 109
686.81
687.92
687.92
30
10.00
123
0.0006
0.07
5.60
0.12
8.30
5.69
47.23
0.50
0.18
0
0.00
0.30
YES
0.39
NO
0.39
0.46
688.38
690.45
A-2
687.60
688.38
688.38
24
8.30
69
0.0013
0.09
5.69
0.13
7.72
5.58
43.08
0.48
0.17
90
0.34
0.63
NO
0.63
NO
0.63
0.73
689.11
691.20
A-2.1
687.78
689.11
689.11
8
0.69
38
0.0033
0.12
6.59
0.17
0.70
3.12
2.18
0.15
0.05
0
0.00
0.22
NO
0.22
NO
0.22
0.35
689.45
691.76
A-2.2
691.31
689.45
691.31
8
0.70
39
0.0034
0.13
3.12
0.04
0.35
6.09
2.13
0.58
0.20
90
0.40
0.64
NO
0.64
NO
0.64
0.77
692.09
693.40
A-2.2.1
691.60
692.09
692.09
6
0.35
5
0.0039
0.02
6.09
0.14
0.00
0.00
0.00
0.00
0.00
0
0.00
0.14
YES
0.19
NO
0.19
0.20
692.29
693.50
A-2.3 1
691.58
692.09
692.09
8
1 0.35
43
0.0008
0.04
1 2.64
0.03
0.35
3.02 1
1.06
0.14
0.05
90
1 0.10
0.18
NO
0.18
NO
0.18 1
0.21
692.30
693.42
A-2.4
691.86
692.30
692.30
6
0.35
5
0.0039
0.02
3.02
0.04
0.00
0.00
0.00
0.00
0.00
0
0.00
0.04
YES
0.05
NO
0.05
0.06
692.36
693.50
A-3
688.05
689.11
689.11
24
7.72
61
0.0012
0.07
5.58
0.12
3.70
4.71
17.43
0.34
0.12
40
0.15
0.39
YES
0.51
NO
0.51
0.58
689.68
690.55
A-4
688.65
689.68
689.68
21
3.70
77
0.0005
0.04
4.71
0.09
3.70
4.73
17.50
0.35
0.12
50
0.17
0.38
NO
0.38
NO
0.38
0.42
690.11
692.16
A-5
689.23
690.11
690.11
18
3.70
50
0.0012
0.06
4.73
0.09
3.60
7.58
27.29
0.89
0.31
40
0.38
0.78
NO
0.78
NO
0.78
0.84
690.95
692.84
A-5.1
689.20
690.95
690.953
0.10
39
0.0128
0.50
3.53
0.05
0.10
3.15
0.32
0.15
0.05
15
0.03
0.13
NO
0.13
NO
0.13
0.63
691.58
693.47
A-5.2
690.57
691.58
691.58
0.10
5
0.0128
0.06
3.15
0.04
0.00
0.00
0.00
0.00
0.00
0
0.00
0.04
YES
0.05
NO
0.05
0.11
691.70
693.50
IM
EX STRM 106
689.57
690.95
690.95
18
3.60
101
0.0012
0.12
7.58
0.22
0.00
0.00
0.00
0.00
0.00
0
0.00
0.22
YES
0.29
NO
0.29
0.41
691.36
695.15
PIPE CALCULATIONS
ASSUMPTIONS:
1. THE DOWNSTREAM HGL AT EX STRM 90 IS 687.92 (RUTHERFORD CROSSING SITE PLAN #55-07)
2. THE FLOW DISCHARGING FROM INLET EX STRM 106 IS 3.60 CFS (RUTHERFORD CROSSING SITE PLAN #55-07)
3. THE FLOW DISCHARGING INTO INLET EX STRM 92 IS 20.00 CFS (RUTHERFORD CROSSING SITE PLAN #55-07)
4. THE FLOW DISCHARGING INTO INLET EX STRM 91 IS 2.00 CFS (RUTHERFORD CROSSING SITE PLAN #55-07)
Date; February 3, 2017
To: Chris Howe] I
Kimtey-1' ono
From: Claire 44olarlslci
Credit. Sales Coordinator
Resource ErivironmenW Scllutions
ul ject: Potomac Watershed- Nutrient Credit Availability
Project Reference: Rutherford Crossing Red Robin. 0.39 Credits Requ steel; HUC
02070004
This Letter is to confirm the availability of 0.39 authorized nutrient credits ("Nutrient
Credits") frorn one or more of Resource Environmental Solutions' ("RES") Potomac
nutrient bank facilities for use by permit applicants within the Potomac watershed,
including HUC 02070004, to compensate for nutrient loadings its excess of state or
local regulations, as perVirginia Code § 62.1-44.15.35 and § 62.1--44.19:14 and
Virginia Administrative Godo 9.C' ?-lZf}-It7 of Berl. Th;�se Nutrient Creclitc are
�atd admnaccudergene. the terms of the Banking Instruments known as the
Revised Holy Cross Abbey Nutrient Reduction Implementation Plan ("NRIP")
Please feel free to contact 1ne if you have any questions.
Sincerely,
Chdre E. Wollanskii
Re feree Environmental Solutions
04-591-4060
11X155 led Rm BW_
Sulte 130
Owings Kift, MD
21117
412 M. 4th SL
Svihe 3t14
BabDn Rouge, LA
7WG2
701 E, 13ar St.
suite M6
Charleston, SC
29401
5020 Montrose glad.
SWite 656
Kouston, rX
7nO6
lzB15 Carne is Blvd.
suite 22a
trete, L4
70508
137'/a East Main St,
suite 716
OBI; Hg1,1+ V
25+961
33 Terminal Way
suite 431
Ritt5tiurgh, PA
15214
302 ]effffsw St.
Suite I I a
Raleigh, IVC
276115
1521 W_ Main
2" FBoor
Richmond, VA
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GRAPHIC SCALE IN FEET
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ASSEMBLY
UTILITY NOTES
1. EXISTING UNDERGROUND UTILITY INFORMATION PER SURVEY.
2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES AND/OR
CONFLICTS WITH EXISTING OR PROPOSED UTILITIES.
3. ALL UTILITY CONNECTIONS END AT 5' OUTSIDE THE BUILDING FOOTPRINT. REFER TO
ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOR BUILDING LAYOUT AND
INTERNAL UTILITY SERVICE.
4. CONTRACTOR SHALL COORDINATE ALL NEW AND RELOCATED UTILITY SERVICES WITH THE
APPROPRIATE LOCAL UTILITY COMPANY.
5. ALL PIPE LENGTHS SPECIFIED IN THESE PLANS ARE THE HORIZONTAL DISTANCE AND ARE SHOWN
FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL
LENGTHS BASED ON PROPOSED PIPE SLOPE.
6. PIPE LENGTHS IN PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE UNLESS OTHERWISE NOTED.
7. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED
UTILITIES.
8. ALL PROPOSED SANITARY SEWER AND WATER PIPES TO BE PER FCSA STANDARDS.
9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL
CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).
10. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48" COVER ON ALL WATERLINES.
11. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES
AND GAS LINES, (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE
WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE
SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO
PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSIA21.10 OR ANSI 21.11
(AWWA C-151) (CLASS 50).
12. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED BEFORE BACKFILLING.
13. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH
AT 3000 P.S.I.
14. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.
15. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE FREDERICK COUNTY SPECIFICATIONS
WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.
17. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
18. ALL CONSTRUCTION TO CONFORM TO APPLICABLE FREDERICK COUNTY WATER SYSTEM
SPECIFICATIONS AND IN ACCORDANCE WITH FREDERICK COUNTY ORDINANCES.
19. THE CONTRACTOR SHALL VERIFY ALL WATERLINE SIZES PRIOR TO PURCHASE AND
INSTALLATION.
20. COORDINATE WITH RAPPAHANNOCK ELECTRIC COOPERATIVE FOR PROPOSED ELECTRIC
CONNECTION.
21. COORDINATE WITH WASHINGTON GAS FOR TYING PROPOSED GAS LINE INTO EXISTING GAS LINE.
22. NOTIFY FREDERICK COUNTY SANITATION AUTHORITY FOR ALL WATER AND SEWER LINE WORK
PRIOR TO CONSTRUCTION.
23. THE SITE CONTRACTOR SHALL COORDINATE SERVICE ROUTING OF ALL GAS, TELEPHONE, AND
RIM (6`v ELECTRICAL LINES WITH THE APPROPRIATE UTILITY COMPANY. ALL CONSTRUCTION MUST
COMPLY WITH EACH UTILITY'S STANDARDS AND SPECIFICATIONS AND NOT INTERFERE WITH
TREE PLANTING SITES OR EXISTING TREES TO BE PRESERVED.
24. CONTRACTOR TO CALL FOR INSPECTION WHEN EXISTING SEWER IS BEING TAPPED INTO
PROPOSED LINE.
25. CONFIRM, SIZE, PRESSURE, AND LOCATION OF EXISTING WATER MAIN.
26. ALL EXISTING WATER, SEWER, AND STORM EASEMENTS ARE RECORDED IN INSTRUMENT
080005730.
�:iR�1�I:Tnl�f�
EXISTING SS MH
e
RIM=691.99
INV. IN (6 PVC
PROPOSED STORM PIPE
z
PROPOSED STORM DRAIN
OPROPOSED
STORM MANHOLE
OPROPOSED
WATER METER
2
EXISTING WATERLINE
3'-6" PVC ® 1.77%
EXISTING SANITARY SEWER LINE
3 2
EXISTING GAS LINE
- OHw-
EXISTING OVER HEAD POWER LINE
22'-6" PVC @ 1.77%
EXISTING SANITARY SEWER
O
MANHOLE
OEXISTING
STORM MANHOLE
UTILITY NOTES
1. EXISTING UNDERGROUND UTILITY INFORMATION PER SURVEY.
2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES AND/OR
CONFLICTS WITH EXISTING OR PROPOSED UTILITIES.
3. ALL UTILITY CONNECTIONS END AT 5' OUTSIDE THE BUILDING FOOTPRINT. REFER TO
ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOR BUILDING LAYOUT AND
INTERNAL UTILITY SERVICE.
4. CONTRACTOR SHALL COORDINATE ALL NEW AND RELOCATED UTILITY SERVICES WITH THE
APPROPRIATE LOCAL UTILITY COMPANY.
5. ALL PIPE LENGTHS SPECIFIED IN THESE PLANS ARE THE HORIZONTAL DISTANCE AND ARE SHOWN
FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL
LENGTHS BASED ON PROPOSED PIPE SLOPE.
6. PIPE LENGTHS IN PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE UNLESS OTHERWISE NOTED.
7. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED
UTILITIES.
8. ALL PROPOSED SANITARY SEWER AND WATER PIPES TO BE PER FCSA STANDARDS.
9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL
CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).
10. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48" COVER ON ALL WATERLINES.
11. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES
AND GAS LINES, (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE
WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE
SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO
PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSIA21.10 OR ANSI 21.11
(AWWA C-151) (CLASS 50).
12. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED BEFORE BACKFILLING.
13. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH
AT 3000 P.S.I.
14. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.
15. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE FREDERICK COUNTY SPECIFICATIONS
WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.
17. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
18. ALL CONSTRUCTION TO CONFORM TO APPLICABLE FREDERICK COUNTY WATER SYSTEM
SPECIFICATIONS AND IN ACCORDANCE WITH FREDERICK COUNTY ORDINANCES.
19. THE CONTRACTOR SHALL VERIFY ALL WATERLINE SIZES PRIOR TO PURCHASE AND
INSTALLATION.
20. COORDINATE WITH RAPPAHANNOCK ELECTRIC COOPERATIVE FOR PROPOSED ELECTRIC
CONNECTION.
21. COORDINATE WITH WASHINGTON GAS FOR TYING PROPOSED GAS LINE INTO EXISTING GAS LINE.
22. NOTIFY FREDERICK COUNTY SANITATION AUTHORITY FOR ALL WATER AND SEWER LINE WORK
PRIOR TO CONSTRUCTION.
23. THE SITE CONTRACTOR SHALL COORDINATE SERVICE ROUTING OF ALL GAS, TELEPHONE, AND
RIM (6`v ELECTRICAL LINES WITH THE APPROPRIATE UTILITY COMPANY. ALL CONSTRUCTION MUST
COMPLY WITH EACH UTILITY'S STANDARDS AND SPECIFICATIONS AND NOT INTERFERE WITH
TREE PLANTING SITES OR EXISTING TREES TO BE PRESERVED.
24. CONTRACTOR TO CALL FOR INSPECTION WHEN EXISTING SEWER IS BEING TAPPED INTO
PROPOSED LINE.
25. CONFIRM, SIZE, PRESSURE, AND LOCATION OF EXISTING WATER MAIN.
26. ALL EXISTING WATER, SEWER, AND STORM EASEMENTS ARE RECORDED IN INSTRUMENT
080005730.
�:iR�1�I:Tnl�f�
EXISTING SS MH
e
RIM=691.99
INV. IN (6 PVC
PIPE
TABLE
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)=688.34
41'-6" PVC ® 1.77%
INV. OUT (8" PVC)=688.24
(!2)- EX -1
6" WYE & CLEANOUT
2
RIM=692.44
4
3'-6" PVC ® 1.77%
INV (6" PVC =689.06
3 2
6" PVC 45' BEND
3
RIM=689.65
5
22'-6" PVC @ 1.77%
INV (6" PVC)=689.11
4 3
6"X6"X4" WYE
4
0
RIM=693.40
4'-6" PVC ® 1.78%
INV=689.49
GT1 4
4" PVC 45' BEND
5
0INV
RIM=693.72
1'-4" PVC ® 1.78%
(4" PVC)=689.75
5 GT2
PVC DCO & 45' BEND
064"
RIM=690.14
1'-4" PVC ® 1.78%
INV (4" PVC)=689.77
6 5
BLDG CONNECTION
7
RIM=694.00
0
13'-4" PVC ® 1.78%
INV (4" PVC)=690.00
7 6
4" PVC 45' BEND
4.1
RIM=693.73
7'-4" PVC @ 2.41%
INV (4" PVC)=689.65
4.1 4
4" PVC 45' BEND & DCO
4.2
RIM=693.79
5-4" PVC @ 2.41%
INV (4" PVC)=689.77
4.2 4.1
4" PVC 45' BEND
4.3
8
RIM=690.19
3'-4" PVC ® 2.41%
INV (4" PVC)=689.83
4.3 4.2
BLDG CONNECTION
4.4
RIM=690.37
7'-4" PVC ® 2.41%
INV (4" PVC)=690.00
PIPE
TABLE
z
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41'-6" PVC ® 1.77%
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(!2)- EX -1
INV. IN=689.06' INV.
OUT=688.34'
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3'-6" PVC ® 1.77%
O �
3 2
INV. IN=689.11' INV.
OUT=689.06'
22'-6" PVC @ 1.77%
4 3
INV. IN=689.49' INV.
OUT=689.11'
cn o Y
4'-6" PVC ® 1.78%
Q X z
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INV. IN=689.57' INV.
OUT=689.49'
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1'-4" PVC ® 1.78%
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5 GT2
INV. IN=689.75' INV.
OUT=689.73'
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1'-4" PVC ® 1.78%
m
6 5
INV. IN=689.77' INV.
OUT=689.75'
13'-4" PVC ® 1.78%
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INV. IN=690.00' INV.
OUT=689.77'
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OUT=689.49'
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oo=
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OUT=689.65'
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3'-4" PVC ® 2.41%
0
4.3 4.2
INV. IN=689.83' INV.
OUT=689.77'
7'-4" PVC ® 2.41%
4.4 4.3
INV. IN=690.00' INV.
OUT=689.83'
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general backfill
-- s
$" 8„
location marker 24" select
backfill
All backfill to be compacted to 95%
6�
of ASTM D698 maximum density.
stone 611
STANDARD
general backfill general backfill
:::::....... _ ..........................::.:
$ $
$ 8
:::::::.: ........
location 24" select location marker 24" select
marker backfill backfill
concrete
•�,;
stone L 6,°
1/2 O.D. 112 O.D.
concrete 6" stone 6'
CONCRETE CRADLE CONCRETE ARCH
general backfill
$ 8„
..................:::::......_ ....
location marker 24" select
backfill
concrete
CONCRETE ENCASEMENT
TRENCH & BEDDING
-1- FEB 09
concrete pad 18" dia. x 6"
6' stone—
screw type adjustable valve box -
location marker valve box
adaptor
joint
stone restralr
finished grade
48" min.
valve restrained
to main
rz.
.r
10* to 24' 8"x 8"x 16' solid block
for 12" valve
6", 8" and 12"
concrete pad 18"
concrete pad 18" dia. x 6" deeper finished grade dia. x 6" deep
6" stone —Lf'-�o^
screw type adjustable Note: valve shall
48" min. valve box be bevel gear
tyle
valve restrained to main
....... r valve box
adaptor
0
60" min.
aver -excavation
8"x 8"x 16'
solid block
r:.1+ ,E�.:.•�..............................
:,� '•
•stone
Water
16", 18", 20" and 24"
GATE VALVE
-5-
6" stoney
screw type
adjustable
valve box
valve box
adaptor
24" min.
I
valve
restrained I°
to main �I I/�f "
8'x 8"x 16'
solid block
Note: valve shall
be spur gear
type
Forced Sewer
APR 09
�L�j
In addition to restraining each joint of the fitting,
any joint that falls within the specified length of
each branch of the fitting shall be restrained.
L = restrained length of pipe (PVC or DIP)
D = pipe diameter
D
6"
8"
12'
16"
18"
20"
24"
L (ft)
60
60
100
120
12Q
140
160
TEE, CROSS, WYE
'L�
ti
D
L = restrained length of pipe (PVC or DIP)
D = pipe diameter
45', 22 1/2, 11 114'
D
6"
8"
12"
16"
18''
20"
24'
L (ft)
20
20
20
20
20
20
20
HORIZONTAL BEND
RESTRAINED JOINTS FOR
TEE, CROSS, WYE AND HORIZONTAL BEND
-2-
i // //
trench width
as required
finished
grade
i" dia. schedule 40 steel
pipe filled with concrete
and painted yellow
finished
grade
FIRE HYDRANT ASSEMBLY
18" dia.
concrete
encasement
7L 7
3'
71
2'
BOLLARD DETAIL
-6"
31 3'
FEB 09
NOTE:
Weep holes shall not be subject to being submerged. If
installation is in an area having a high groundwater table, the
Authority's engineer shall be contacted for hydrant relocation.
.6
pad V-6' dia. x 6" deep
T 6" stone
C�
screw type adjustable valve box
valve box adaptor
locator marker
mechanical joint
swivel tee with
6" branch
APR 09
Di L D2
Both joints of the fitting shall be restrained. In addition, all joints within
the specified length on the large side of the reducer shall be restrained.
D2
L (ft)
D1
8"
12"
16"
18"
20"
24'
6'
40
60
100
120
120
140
8"
--
60
$o
100
121}
140
12"
2" CTS polyethylene
--
60
80
100
120
16"
diameter manhole
(D<LU
-
40
60
100
18'°
--
--
--
--
40
80
F20
--
--
-
-
--
60
REDUCER
L = restrained length of
pipe (PVC or DIP)
D = pipe diameter
L
�L� �L� D
In addition to restraining the connection, any joint that
falls within the specified length shall be restrained.
D
6"
8"
12"
16"
18"
20,"
24"
L (ft)
60
60
100
120
120
140
160
VALVE, DEAD END
RESTRAINED JOINTS FOR REDUCER,
GATE VALVE AND DEAD END
-3-
L = restrained length of
pipe (PVC or DIP)
D = pipe diameter
FEB 09
cD
W concrete wedge
CertainTeed Rexus 24' manhole cover no. CDRU60EH anchor bolt - 4 ea.
O
N
2" adjustment ring with
O
U > Ln
butyl joint sealant on
2" custom setter (meter by FCSA) top and bottom
varies at property line
standard flat top for
do (see note 3)
2' max. N diameter manhole
concrete pad 18" dia
finished grade of
x 6" deep
pavement or earth
ZOo
a
6" stone
Ld
c=n
meter interface unit
roadway box
a . bracket furnished by
2" CTS polyethylene
27" - 29" FCSA and installed by
tubing (PET) 200 psi
ti 12' contractor
48" min. w/ SS inserts at all
eQ 3' riser section for 4'
connections
diameter manhole
(D<LU
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m
3min.
Q O
.d
.9002"
min.
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.......lli:::....... * • . solid support blocks
E
6" stone under custom setter
12 gauge solid insulated
saddle with
copper wire for line trading, PJ X FlP coupling and
corporation stop
taped at 10 foot intervals MIP plastic plug
water main
(see note 4)
ball valve curb stop with PJ
a-
(CTS) both ends with 2"
0
0
gate valve operating nut
Q
1 6„�
NOTES:
1. Waterr service crossing street shall be encased in
'-
4 PV or DR 21 pipe. The piping shall
SCH 0 C 5 pp pp g
run from one foot beyond sidewalk, across street,
to one foot beyond sidewalk.
8'
2. Install 12 gauge solid insulated copper wire (for line tracing)
N
from corp. stop to into the meter box [ wrap wire around
corp- stop; wire to be taped to top of PET at 10 foot
intervals; come up into meter box; wrap around bottom of
angle ball valve; terminate with 12' tail piece].
CUTOUT DETAIL
(typical)
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
1 %2” AND 2"
METER INSTALLATION
-9- FEB 09
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8"0 Knockout For
Inlet Pipe
1 � I
-6"
-1'-5"
-(2) 30"0 Access
Openings.
A
_t
(2)30"0 MH
Frame & Covers
Brought to Grade
by Contractor.
kr3", 6", and 9"
V Collars Available
YMCIHTO:
TOP:. 4.24 TONS (2.10 cu/yds)
BASE: 6,55 TONS (3.24 ou/yds)
BASE W/BAFFLE: 7.13 TONS (3.52 cu/yds)
WEIGHTS SHOWN ABOVE ARE APPROX,
& BASED ON A CONCRETE
UNIT WEIGHT OF 150pcf,
X11
04MVAL NOTES:
1. Concrete f'c = 5,000 psi.
2. Reinforcing Steel, ASTM A-615
3. Fy = 60 KSI
4. Design Live Load = HS -2C
5. Earth Over= 0'-0"Min, to Z-0"Max,
6, Butyl Rubber Joint Sealant
7. GRAY WATER ONLY
S. Black Water Shall be Carried by
Separate Side Sewer.
9. Contractor to:
• Supply & Install All Piping &
Sampling Tees
• Knockout Openings as Needed &
Grout in All Pipes & Weirs
• Fill w/ Clean Water Prior to
Start -Up" of System
• Verify Size & Locotion
of A11 Openings
to DESIGN CRITERIA
LUniform Plumbing Cade - Appendix H
i _ _ J Number Of Meals X Waste Flow X Retention X Storage = Capacity
Per Peak Hour Rate Time Factor in Gallons
t ELEVATION VIEW
8"e Knockout For Inlet Pipe
-,3'- 4"0 xKnockout For Vent Pipe
i
t� r
Out Pipie
with Sampling
Tee by Others
8"O Knockout
For Outlet Pipe
Grout in Field by Others.)
(Typical Both Sides)
a
I
SECTION A -A SCALE: 1/4" - 1 `-D" SECTION B -B
Odcast% Precasi GI -'I 500 V -07x8' -0"x8'-0" I.D.
Grease Interceptor
Fir€ mw: 355ECG1500GA.DWG
R`+Dtli>�!o
ssuE aAiE: January, 2003 r500 Galion Capacity
5115 A�"ssnponnY Church Rood. Fredericksburg, Virginia 1
Phone; 540.898.5300 Fox: 540.898.2389 Copyright 0 2003awowi paiat m°
top of manhole at grade in pavement areas
unless otherwise directed (top shall be set 24"
finished iIRJI' 24" min min. above grade in undeveloped areas)
grade dear opening
square skid pad 6"
thick around
manhole frame in 314" x 2" butyl
developed areas ° �` joint sealant
..
6" stoneZ1735I max•
yo -
24" min. in undeveloped areas
adjustment rings °
(11 " max.) If
:steps
s .
314" concrete anchorfinished
bolts (4 each) grade
concrete ASTMG1504000 Psi12' or 16' (typ.)exterior of all sectioons to have waterproof coating k
steel reinforc« 1" nominal size butyl
polypropyleny° joint sealant to be
applied on lower
joint gasket shall be ledge of joint
either o -ring or profile "
variable
J-7-
4'-011
I I A p
5 - pipe to manhole
connection to be
by flexible sleeve
invert channel to provide a 43-0' min.
smooth transition in to out,
for all connections 2'-0" Max. 4'-0" max
precast invert or ` 4 " ° estop of bench to be
grout bottom to i';;w 314 dla.:.x •> same elevation as top
form channel `"'� :- '- 6- of pipe
,�
�•• ,•I• °• , V
6"
stone
NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
water proofing,
3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout.
4. Skid pad to be placed around manholes located in shoulders of roads.
5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height.
6. There shall be a 0.20 foot drop in elevation through the manhole.
STANDARD MANHOLE
-15-
Panalla Model PA4SV-CSK (41 cast iron
cleanout cap with standard gasket and brass
plug having a countersunk square head -
finished
grade
12"
��� Capitol Foundry of VA, Inc. traffic
bearing cleanout/lamphole frame
and cover, Item No. VBA*S
concrete skid pad
24" dia. x 6" deep
sanitary wye
S
main
45° bend
h5°
6' stone
All pipe and fittings shall be SDR 35/26.
GRAVITY SEWER CLEANOUT
-24-
6" stone
FEB 09
FEB 09
concrete pad
V.6" dia. x 6" deep
- varies to property line -
,tiae .V. .ir..
8" stone
roadway box -#
screw type
2" service &,Wdle
F 2' com,stop
IFF1PJc tg
2` CTS polyethylene
tubing (PET) 200 psi
w.r SS inserts at all
c onneetaans
2` ball valve curb -
stop w; 2" gate
valve operating nut
48'
Valvca, Iric valve box assembly:
lid: Figure No- 7 marked 'WATER
top section; Figure No. 7S26TO
bottom section: Figurer No- ID0024
finished
grade
6" stone
2" SCH 80 PVC
FIP cap
- 2' .brass
nipple, 2" Iong
2 SCH 80 FVC FIP x
`en ale seaveni weld
couphrig
brick base
- 24' ..'.'
- stone
2" SCH 60 PVC
2" SCH PVC solvent
weld 90" bend with
6" stane 1/8" weep hole
DIP Hlarco FIP X FIP
2' SCH SIS PVC MIP
u tpmale solvem
weld Coupling
WATER MAIN FLUSHING ASSEMBLY
-7-
FES 09
FREDERICK. COUNTY SANITATION AUTHORITY
Construction Notes
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The contractor shall adhere to the Authority's standards and specifications in effect at the time of construction.
3.
The contractor shall coordinate with and arrange for inspection by the Authority.
4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
The Authority shall furnish all needed material and make the tap.
An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.
6. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector.
7. The Authority's maintenance division shall furnish and install all water meters through 2 inch in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
d. All components of the meter box assembly shall be in proper working order.
8. For services that connect to existing lines:
a. The Authority shall furnish and install:
1. all %'Y/4", 3/4", 1", 11/z" and 2" water services
2. all sewer services.
b. The owner/developer shall:
1. coordinate (or have the contractor coordinate) the location of the service lateral with the
Authority's engineering assistant
2. submit an Application for Service and pay the required fees.
9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The
assembly must meet ASSE standard number 1015 or 1013.
10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The
assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have
a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
remotes are required.
11. The Authority shall review the mechanical plan(s) for design and material approval of a building's:
a. domestic water meter and its backflow prevention device, and/or its
b. fire service line's baeldlow prevention device.
12. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a
copy of the station's DEQ approved O&M manual. These documents must be received before substantial
completion is issued and water meters released.
1
OCT 2011
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a
I
SECTION A -A SCALE: 1/4" - 1 `-D" SECTION B -B
Odcast% Precasi GI -'I 500 V -07x8' -0"x8'-0" I.D.
Grease Interceptor
Fir€ mw: 355ECG1500GA.DWG
R`+Dtli>�!o
ssuE aAiE: January, 2003 r500 Galion Capacity
5115 A�"ssnponnY Church Rood. Fredericksburg, Virginia 1
Phone; 540.898.5300 Fox: 540.898.2389 Copyright 0 2003awowi paiat m°
top of manhole at grade in pavement areas
unless otherwise directed (top shall be set 24"
finished iIRJI' 24" min min. above grade in undeveloped areas)
grade dear opening
square skid pad 6"
thick around
manhole frame in 314" x 2" butyl
developed areas ° �` joint sealant
..
6" stoneZ1735I max•
yo -
24" min. in undeveloped areas
adjustment rings °
(11 " max.) If
:steps
s .
314" concrete anchorfinished
bolts (4 each) grade
concrete ASTMG1504000 Psi12' or 16' (typ.)exterior of all sectioons to have waterproof coating k
steel reinforc« 1" nominal size butyl
polypropyleny° joint sealant to be
applied on lower
joint gasket shall be ledge of joint
either o -ring or profile "
variable
J-7-
4'-011
I I A p
5 - pipe to manhole
connection to be
by flexible sleeve
invert channel to provide a 43-0' min.
smooth transition in to out,
for all connections 2'-0" Max. 4'-0" max
precast invert or ` 4 " ° estop of bench to be
grout bottom to i';;w 314 dla.:.x •> same elevation as top
form channel `"'� :- '- 6- of pipe
,�
�•• ,•I• °• , V
6"
stone
NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
water proofing,
3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout.
4. Skid pad to be placed around manholes located in shoulders of roads.
5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height.
6. There shall be a 0.20 foot drop in elevation through the manhole.
STANDARD MANHOLE
-15-
Panalla Model PA4SV-CSK (41 cast iron
cleanout cap with standard gasket and brass
plug having a countersunk square head -
finished
grade
12"
��� Capitol Foundry of VA, Inc. traffic
bearing cleanout/lamphole frame
and cover, Item No. VBA*S
concrete skid pad
24" dia. x 6" deep
sanitary wye
S
main
45° bend
h5°
6' stone
All pipe and fittings shall be SDR 35/26.
GRAVITY SEWER CLEANOUT
-24-
6" stone
FEB 09
FEB 09
concrete pad
V.6" dia. x 6" deep
- varies to property line -
,tiae .V. .ir..
8" stone
roadway box -#
screw type
2" service &,Wdle
F 2' com,stop
IFF1PJc tg
2` CTS polyethylene
tubing (PET) 200 psi
w.r SS inserts at all
c onneetaans
2` ball valve curb -
stop w; 2" gate
valve operating nut
48'
Valvca, Iric valve box assembly:
lid: Figure No- 7 marked 'WATER
top section; Figure No. 7S26TO
bottom section: Figurer No- ID0024
finished
grade
6" stone
2" SCH 80 PVC
FIP cap
- 2' .brass
nipple, 2" Iong
2 SCH 80 FVC FIP x
`en ale seaveni weld
couphrig
brick base
- 24' ..'.'
- stone
2" SCH 60 PVC
2" SCH PVC solvent
weld 90" bend with
6" stane 1/8" weep hole
DIP Hlarco FIP X FIP
2' SCH SIS PVC MIP
u tpmale solvem
weld Coupling
WATER MAIN FLUSHING ASSEMBLY
-7-
FES 09
FREDERICK. COUNTY SANITATION AUTHORITY
Construction Notes
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The contractor shall adhere to the Authority's standards and specifications in effect at the time of construction.
3.
The contractor shall coordinate with and arrange for inspection by the Authority.
4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
The Authority shall furnish all needed material and make the tap.
An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.
6. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector.
7. The Authority's maintenance division shall furnish and install all water meters through 2 inch in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
d. All components of the meter box assembly shall be in proper working order.
8. For services that connect to existing lines:
a. The Authority shall furnish and install:
1. all %'Y/4", 3/4", 1", 11/z" and 2" water services
2. all sewer services.
b. The owner/developer shall:
1. coordinate (or have the contractor coordinate) the location of the service lateral with the
Authority's engineering assistant
2. submit an Application for Service and pay the required fees.
9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The
assembly must meet ASSE standard number 1015 or 1013.
10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The
assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have
a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
remotes are required.
11. The Authority shall review the mechanical plan(s) for design and material approval of a building's:
a. domestic water meter and its backflow prevention device, and/or its
b. fire service line's baeldlow prevention device.
12. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a
copy of the station's DEQ approved O&M manual. These documents must be received before substantial
completion is issued and water meters released.
1
OCT 2011
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50' FRONT BUILDING SETBACK
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54 EXISTING TREES TO
REMAING PER APPROVED
SITE PLAN #14-06
EXISTING EVERGREEN \
HEDGE TO REMAIN, TYP.
VA. SEC. ROUTE 162U_� � � —
_- - - __vIE-qANT�T�E�s- �
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D LIMIT = 25 MPH
36" EVERGREEN
HEDGEROW/EXISTING
LANDSCAPING
36" EVERGREEN
HEDGEROW/EXISTING
LANDSCAPING
PLANT SCHEDULE
TREES
+ (,D
0
LANDSCAPE CALCULATIONS
Impervious Area 38,332 sf
Parking Area Provided 32,506 sf
Parking Spaces Provided 89
PERIMETER LANDSCAPING
Perimeter Landscaping Required (1 tree per 2,000 sf of impervious area)
38332sf of impervious area / 2,000 sf = 19 trees
Perimeter Landscaping Provided 0 trees
See Note 3
INTERIOR LANDSCAPING
Interior Landscape Area Required (5% of the parking area)
32506 sf * 5% = 1,625 sf
Interior Landscape Area Provided 6,242 sf
Interior Landscape Material Required (1 tree per 10 parking spaces)
89 parking spaces / 10 = 9 trees
Interior Landscape Material Provided 9 trees
Notes:
1. Existing evergreen hedge to remain along Merchant Street.
2. Existing Buffer Area V Shrubs, per approved Site Plan #14-06, shall remain
in lieu of evergreen hedge along Martingsburg Pike.
3. Existing Buffer Area V Trees, per approved Site Plan #14-06 shall remain in
lieu of Perimeter Landscaping.
CODE QTY BOTANICAL NAME
COMMON NAME CONT CAL / SIZE
AR 5 Acer rubrum 'October Glory' TM October Glory Maple B & B 2"Cal
Strong Central Leader
GA 4 Ginkgo biloba Autumn Gold' TM Maidenhair Tree B & B 2"Cal
Strong Central Leader; Male
Species Only
GRAPHIC SCALE IN FEET
0 10 20 40
0
BUFFER YARDS
Location
On -Site Use
Adjacent Use
Screen Required
North
B-2
B-2
None
East
B-2
R.O.W.
Existing per Site
Plan #55-07
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B-2
R. 0. W.
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hedge
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B-2 B-2
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CODE QTY BOTANICAL NAME
COMMON NAME CONT CAL / SIZE
AR 5 Acer rubrum 'October Glory' TM October Glory Maple B & B 2"Cal
Strong Central Leader
GA 4 Ginkgo biloba Autumn Gold' TM Maidenhair Tree B & B 2"Cal
Strong Central Leader; Male
Species Only
GRAPHIC SCALE IN FEET
0 10 20 40
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LANDSCAPE NOTES
1. FREDERICK COUNTY NOTES:
1.1. ALL PLANTING SHALL CONFORM WITH §165-203.01B OF THE FREDERICK COUNTY ZONING ORDINANCE.
1.2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT.
1.3. NO TREES OR SHRUBS SHALL BE PLACED ON FCSA EASEMENTS.
2. APPLICABLE SPECIFICATIONS AND STANDARDS:
2.2. AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE
2.3. AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION
2.4. LANDSCAPE SPECIFICATION GUIDELINES, LATEST EDITION, LANDSCAPE CONTRACTORS ASSOCIATION MD -DC -VA.
2.5. FREDERICK COUNTY ZONING ORDINANCE
3. ALL PLANT MATERIALS SHALL BE EQUAL TO OR BETTER THAN THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY
STOCK," LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (HEREAFTER REFERRED TO AS
"ANLA STANDARDS"). ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, SHALL HAVE A NORMAL HABIT OF GROWTH,
AND SHALL BE FIRST QUALITY, SOUND, VIGOROUS, WELL -BRANCHED, AND WITH HEALTHY WELL -FURNISHED ROOT SYSTEMS. THEY
SHALL BE FREE OF DISEASE, INSECT PESTS, AND MECHANICAL INJURIES.
4. ALL PLANTS SHALL BE NURSERY GROWN AND SHALL HAVE BEEN GROWN UNDER THE SAME CLIMATIC CONDITIONS AS THE LOCATION
OF THIS PROJECT FOR AT LEAST TWO YEARS BEFORE PLANTING. NEITHER HEELED -IN PLANTS NOR PLANTS FROM COLD STORAGE
WILL BE ACCEPTED.
5. ALL PLANTING AREAS TO CONFORM TO SPECIFIED GRADES AFTER FULL SETTLEMENT HAS OCCURRED AND MULCH HAS BEEN
APPLIED. PROVIDE SAUCERS AROUND TREE PITS AS SHOWN ON PLANTING DETAILS. REMOVE ALL TAGS, LABELS, STRINGS, ETC.
FROM ALL PLANTS.
6. PLANT MEASUREMENTS:
6.1. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED IN THE PLANT SCHEDULE.
6.2. CALIPER MEASUREMENTS SHALL BE TAKEN SIX (6) INCHES ABOVE GRADE FOR TREES UNDER FOUR (4) INCH CALIPER AND
TWELVE (12) INCHES ABOVE GRADE FOR TREES FOUR (4) INCHES CALIPER AND OVER.
6.3. MINIMUM BRANCHING HEIGHT FOR ALL SHADE TREES SHALL BE SIX (6) TO EIGHT (8) FEET.
7. DELIVERY, HANDLING, AND STORAGE
7.1. DELIVER PACKAGED MATERIALS IN MANUFACTURER'S UNOPENED CONTAINERS OR BUNDLES, FULLY IDENTIFIED WITH NAME,
BRAND, TYPE, WEIGHT, AND ANALYSIS. STORE PACKAGED MATERIALS IN SUCH A MANNER AS TO PREVENT DAMAGE OR
INTRUSION OF FOREIGN MATTER.
7.2. DIG BALLED AND BURLAPPED (B& B) PLANTS WITH FIRM, NATURAL BALLS OF EARTH, OF A DIAMETER NOT LESS THAN THAT SHOWN
ON THE PLANT LIST NOR LESS THAN RECOMMENDED BY THE AMERICAN STANDARD FOR NURSERY STOCK, AND OF SUFFICIENT
DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS. B&B PLANTS WILL NOT BE ACCEPTED IF THE BALL IS CRACKED OR
BROKEN BEFORE OR DURING PLANTING OPERATION.
7.3. DELIVER TREES AND SHRUBS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED. DO NOT BEND, BIND, OR TIE TREES
OR SHRUBS IN SUCH A MANNER AS TO DAMAGE BARK, BREAK BRANCHES OR DESTROY NATURAL SHAPE. IF PLANTING IS
DELAYED MORE THAN 6 HOURS AFTER DELIVERY, SET TREES AND SHRUBS IN SHADE, PROTECT FROM WEATHER AND
MECHANICAL DAMAGE, AND KEEP ROOTS MOIST BY HEELING -IN BARE ROOT STOCK AND COVERING PLANT BALLS WITH SOIL, PEAT
MOSS OR OTHER ACCEPTABLE MATERIAL FOR BALLED STOCK. PLANTS SHALL BE KEPT WELL WATERED AND SHALL NOT REMAIN
UNPLANTED FOR LONGER THAN TEN (10) DAYS AFTER DELIVERY.
7.4. PLANTS SHALL BE LIFTED AND HANDLED FROM THE BOTTOM OF THE BALL ONLY.
7.5. DO NOT REMOVE CONTAINER -GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME.
8. DRAINAGE AND SOIL
8.1. BEFORE PLANTING, DETERMINE THAT AREAS TO RECEIVE PLANT MATERIAL HAVE ADEQUATE SUBDRAINAGE.
8.2. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DRAINAGE TESTS AS NECESSARY TO IDENTIFY ANY PROBLEMS PRIOR TO
BEGINNING PLANTING OPERATIONS. UPON COMMENCEMENT OF PLANTING OPERATIONS THE LANDSCAPE CONTRACTOR
ASSUMES RESPONSIBILITY FOR SOIL CONDITIONS.
8.3. TOPSOIL: SHALL BE A FERTILE, FRIABLE NATURAL LOAM, UNIFORM IN COMPOSITION, FREE OF STONES, LUMPS, PLANTS AND
THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER OVER 1 INCH IN DIAMETER, CAPABLE OF SUSTAINING VIGOROUS PLANT
GROWTH. SOIL SHALL BE HARVESTED AT A SINGLE SOURCE FROM THE O AND/OR A HORIZONS OF THE SOIL PROFILE.
8.3.1. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 7.5.
8.3.2. TOPSOIL SHALL CONTAIN 1.5-5% ORGANIC MATTER BY DRY WEIGHT.
8.3.3. SOIL TEXTURE: SANDY LOAM, SANDY CLAY LOAM WITH THE FOLLOWING PARTICLE SIZE DISTRIBUTION:
8.3.3.1. GRAVEL LESS THAN 10%
8.3.3.2. SILT 15-30%
8.3.3.3. CLAY 20-35%
8.3.3.4. CHEMICAL LEVELS SHALL BE:
8.3.3.5. MAGNESIUM MG 100+ UNITS
8.3.3.6. PHOSPHORUS P205 150+ UNITS
8.3.3.7. POTASSIUM - K20120+ UNITS
9. PLANTING DATES
9.1. PLANTING SHALL BE DONE ONLY WITHIN THE FOLLOWING DATES EXCEPT AS APPROVED BY OWNER.
9.2. DECIDUOUS TREES AND SHRUBS: MARCH 1 TO MAY 31 AND OCTOBER 15 TO DECEMBER 15.
9.3. EVERGREEN TREES, SHRUBS AND VINES: MARCH 1 TO MAY 31 AND SEPTEMBER 1 TO NOVEMBER 15.
9.4. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF 1 YEAR FROM THE DATE FINAL
ACCEPTANCE TO BE IN GOOD, HEALTHY AND FLOURISHING CONDITION.
10. INSTALLATION OF SOIL MIX FOR TREE PITS ON GRADE
10.1. CONFIRM THAT NATIVE SUBSOIL PROVIDES ADEQUATE DRAINAGE TO ENSURE HEALTHY PLANT GROWTH.
10.2. INSTALL 30-36" OF SOIL MIX FOR TREE PIT BACKFILL ON GRADE:
10.3. SHALL CONSIST OF CLAY LOAM TO SANDY CLAY LOAM SOIL, SAND, AND COMPOSTED PINE BARK FINES AT A RATE OF 5:5:1 TO
10:5:1.5 TO ACHIEVE THE FOLLOWING:
10.3.1. CLAY CONTENT OF SOIL MIX SHALL BE 10-20% OF THE SOIL MIX, BY VOLUME.
10.3.2. MINIMUM AMOUNT OF COARSE TO MEDIUM SAND IN THE MIX SHALL BE 55%
10.3.3. MINIMUM INFILTRATION RATE AT 80-85% COMPACTION SHALL BE 1-3 INCHES PER HOUR.
10.3.4. COMPOSTED PINE BARK FINES SHALL NOT EXCEED 10% OF THE TOTAL SOIL MIX BY VOLUME.
10.4. TILL 4" OF COMPOST INTO THE TOP 6" OF THE INSTALLED SOIL MIX FOR TREE PIT BACKFILL ON GRADE.
11. INSTALLATION OF SOIL MIX FOR MULCHED SHRUB AND PERENNIAL BEDS:
11.1. CONFIRM THAT NATIVE SUBSOIL PROVIDES ADEQUATE DRAINAGE TO ENSURE HEALTHY PLANT GROWTH.
11.2. INSTALL 14" OF SOIL MIX FOR MULCHED SHRUB AND PERENNIAL BEDS ON GRADE:
11.3. SHALL CONSIST OF CLAY LOAM TO SANDY CLAY LOAM SOIL, SAND, AND COMPOSTED PINE BARK FINES AT A RATE OF 5:5:1 TO
10:5:1.5 TO ACHIEVE THE FOLLOWING:
11.3.1. CLAY CONTENT OF SOIL MIX SHALL BE 10-20% OF THE SOIL MIX, BY VOLUME.
11.3.2. MINIMUM AMOUNT OF COARSE TO MEDIUM SAND IN THE MIX SHALL BE 55%
11.3.3. MINIMUM INFILTRATION RATE AT 80-85% COMPACTION SHALL BE 1-3 INCHES PER HOUR.
11.3.4. COMPOSTED PINE BARK FINES SHALL NOT EXCEED 10% OF THE TOTAL SOIL MIX BY VOLUME.
11.4. TILL 4" OF COMPOST INTO THE TOP 6" OF THE INSTALLED SOIL MIX FOR TREE PIT BACKFILL ON GRADE.
12. SEEDING AND SODDING -REFER TO EROSION AND SEDIMENT CONTROL PLANS FOR PERMANENT STABILIZATION LOCATIONS AND
DETAILS
12.1. SATISFACTORY SEEDED LAWN.
12.1.1. AT END OF MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE STAND OF GRASS HAS BEEN ESTABLISHED, FREE OF WEEDS
AND SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQUARE FOOT AREA AD BARE
SPOTS NOT EXCEEDING 5 INCHES BY 5 INCHES.
12.2. SATISFACTORY SODDED LAWN.
12.2.1. AT END OF MAINTENANCE PERIOD, A HEALTHY, WELL -ROOTED, EVEN -COLORED, VIABLE LAWN HAS BEEN ESTABLISHED, FREE
OF WEEDS, OPEN JOINTS, BARE AREAS, AND SURFACE IRREGULARITIES.
13. PLANT PRUNING, EDGING, AND MULCHING
13.1. EACH TREE OR SHRUB SHALL BE PRUNED IN AN APPROPRIATE MANNER TO ITS PARTICULAR REQUIREMENTS IN ACCORDANCE
WITH ACCEPTED STANDARD PRACTICES AS STATED IN ANSI STANDARDS A300 FOR PRUNING. BROKEN OR BRUISED BRANCHES
SHALL BE REMOVED WITH CLEAN CUTS MADE ON AN ANGLE FROM THE BARK RIDGE TO THE BRANCH COLLAR, NO FLUSH CUTS,
TO MINIMIZE THE AREA CUT. ALL CUTS SHALL BE MADE WITH SHARP TOOLS. TRIM ALL EDGES SMOOTH. NO TREE WOUND
DRESSINGS SHALL BE APPLIED.
13.2. ALL TRENCHES AND SHRUB BEDS SHALL BE EDGED AND CULTIVATED TO THE LINES SHOWN ON THE DRAWING. THE AREAS
AROUND ISOLATED PLANTS SHALL BE EDGED AND CULTIVATED TO THE FULL DIAMETER OF THE PIT. SOD THAT HAS BEEN
REMOVED AND STACKED SHALL BE USED TO TRIM THE EDGES OF ALL EXCAVATED AREAS TO THE NEAT LINES OF THE PLANT PIT
SAUCERS, THE EDGES OF SHRUB AREAS, HEDGE TRENCHES AND VINE POCKETS.
13.3. AFTER CULTIVATION, ALL PLANT MATERIALS SHALL BE MULCHED WITH A TWO TO THREE (2-3) INCH LAYER OF TRIPLE SHREDDED
HARDWOOD MULCH OR APPROVED EQUAL OVER THE ENTIRE AREA OF THE BED OR SAUCER.
14. WARRANTY
14.1. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF 1 YEAR FROM THE DATE FINAL
ACCEPTANCE TO BE IN GOOD, HEALTHY AND FLOURISHING CONDITION.
RUBBER HOSE AT BARK
GUY WIRES (3), WHITE FLAG ON EACH
2 STRANDS OF TWISTED GALVANIZED
WIRE EACH
TURNBUCKLE (3), GALVANIZED
SET TREE ABOVE ORIGINAL GRADE 1/8 DEPTH
OF ROOT BALL
SHREDDED HARDWOOD MULCH
SOIL SAUCER: USE PREPARED SOIL, 6" MIN.
HARDWOOD STAKES
ROPES AT TOP OF BALL SHALL BE CUT. REMOVE
TOP 1/2 OF BURLAP. NON -BIODEGRADABLE
MATERIAL SHALL BE TOTALLY REMOVED
PREPARED BACKFILL MIX
UNDISTURBED SOIL PEDESTAL
SINGLE STEM TREE PLANTING
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