HomeMy WebLinkAboutSDP202000057 Plan - Submittal (First) Initial Site Plan 2020-08-10ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
1. Prior to any construction. within any existing public right-of-way, including connection to
any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
General Construction Notes for Streets (This list is in addition to the General Construction
Notes)
1. All materials and construction must be tested and documented according to VDOT
standards and specifications.
2. Surface drainage and pipe discharge must be retained within the public right-of-way or
within easements prior to acceptance. All drainage outfall easements are to be extended to
a boundary line or a natural watercourse.
3. Guardrail locations are approximate. Exact length, location and appropriate end treatments
will be field verified at the time of construction. Additional guardrail may be required at
locations not shown when, in the opinion of VDOT (for public roads) or the County
Engineer (for private roads), or designee, it is deemed necessary. When guardrail is
required, it shall be installed four (4) feet offset from the edge of pavement to the face of
guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
4. Where urban cross sections are installed, all residential driveway entrances shall conform
to VDOT CG-9(A, B or Q.
5. Where rural cross sections are installed, all residential driveway entrances shall conform to
VDOT standard PFA _
6. Compliance with the minimum pavement width, shoulder width and ditch sections, as
shown on the typical pavement section detail, shall be strictly adhered to.
7. Road plan approval for subdivisions is subject to final subdivision plat validation. Should
the final plat for this project expire prior to signing and recordation, then approval of these
plans shall be null and void.
8. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform
Traffic Control Devices and the Albemarle County Road Naming and Property Numbering
Ordinance and Manual.
9. Traffic control or other regulatory signs or barricades shall be installed by the developer
when, in the opinion of the County Engineer, or designee, they are deemed necessary in
order to provide safe and convenient access.
10. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as
determined by VDOT for public roads.
11. VDOT standard CD-1 or CD-2 cross -drains are to be installed under the subbase material
at all cut and fill transitions and grade sag points as shown on the road profiles.
12. A video camera inspection is required for all storm sewers and culverts that are deemed
inaccessible to VDOT or County inspections. The video inspection shall be conducted in
accordance with VDOTs video camera inspection procedure.
General construction notes for Erosion and Sediment Control plans
1. The plan approving authority must be notified one week prior to the pre -construction
conference, one week prior to the commencement of land disturbing activity, and one week
prior to the final inspection.
2. All erosion and sediment control measures will be constructed and maintained according to
minimum standards and specifications of the Virginia Erosion and Sediment Control
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control
Regulations.
3. All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off -site borrow or waste areas), the contractor shall submit a
supplementary erosion control plan to the owner for review and approval by the plan
approving authority.
6. The contractor is responsible for installation of any additional erosion control measures
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
7. All disturbed areas are to drain to approved sediment control measures at all times during
land disturbing activities and during site development until final stabilization is achieved.
8. During dewatering operations, water will be pumped into an approved filtering device.
9. The contractor shall inspect all erosion control measures periodically and after each runoff -
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control devices shall be made immediately.
10. All fill material to be taken from an approved, designated borrow area.
11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert
materials only, free of roots, stumps, wood, rubbish, and other debris.
12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
Ordinance section 5.1.28.
13. All inert materials shall be transported in compliance with section 13-301 of the Code of
Albemarle.
14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to
the hours of 7:00am to 9:00pm.
15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral
support, or order to minimize any hazard to persons, physical damage to adjacent land and
improvements, and damage to any public street because slides, sinking, or collapse.
16. The developer shall reserve the right to install, maintain, remove or convert to permanent
stormwater management facilities where applicable all erosion control measures required
by this plan regardless of the sale of any lot, unit, building or other portion of the property.
17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75
lbs/acre, and in the months of September to February to consist a 50150 Crux of Annual
Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf.
Alternatives are subject to approved by the County erosion control inspector.
18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
Agricultural grade limestone shall be applied at 90lbs/l000sf, incorporated into the top 4-6
inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient
mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95% Kentucky 31 or
Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be
applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control
inspector.
19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned
gg g P Y P
when 50°% of the wet storage volume is filled with sediment. All seeded areas are to be
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
which are collecting sediment to half their height must be cleaned and repaired
immediately.
20. All temporary erosion and sediment control measures are to be removed within 30 days of
final site stabilization, when measures are no longer needed, subject to approval by the
County erosion control inspector.
21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of
approval. (Water Protection Ordinance section 17-204GJ
22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after
the date the land disturbing activity commenced. (Water Protection Ordinance section 17-
207B)
General construction notes for Stormwater Management plans
1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum
moisture content. All fill material to be approved by a geotechmcal engineer. A
geotechnical engineer is to be present during construction of dams.
2. Pipe and riser joints are to be watertight within stormwater management facilities.
3. For temporary sediment traps or basins which are to be converted to permanent stormwater
management facilities; conversion is not to take place until the site is stabilized, and
permission has been obtained from the County erosion control inspector.
NORTH PO:NTE CLUBHOUSE
SITE DATA
DEVELOPER/APPLICANT
ENGINEER
SOURCE OF TOPOGRAPHY
MAGISTERIAL DISTRICT
ZONING DISTRICT
TAX MAPS/PARCELS
ZONING
RIVANNA DISTRIC"T'
ALBEMARLE C:Oi?N7'1', VIRG-TINIA
GREAT EASTERN MANAGEMENT
2619 HYDRAULIC ROAD
CHARLOTTESVILLE, VA 22901
DAVID MITCHELL, E.I.T.
PHONE: (434) 296-4109
FAX: (434) 963-2670
E-MAIL: david®southern-classic.com
TOWNES SITE ENGINEERING
C/O BRIAN C. MITCHELL, P.E.
9850 LORI ROAD, SUITE 201
CHESTERFIELD, VA 23832
PHONE: (804) 748-9011
FAX: (804) 748-2590
E-MAIL: BMITCHELLOCCTOWNES.COM
-BOUNDARY & TOPOGRAPHY SURVEY PERFORMED
BY LOUISA AERIAL SURVEYS
DATED 01/05/2012
HORIZONTAL DATUM: NAD83
-PROPOSED TOPO FROM NORTH POINTE SECTION 1 PLANS
BY TOWNES SITE ENGINEERING
DATED 06/01/2020
HORIZONTAL DATUM: NAD83
RIVANNA
PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL)
03200-00-00-02000 (PART OF)
03200-00-00-02300 (PART OF)
03200-00-00-023JO
03200-00-00-02910
ZMA-2000-00009
ZMA- 2013- 00007
ARB APPROVAL # NOT APPLICABLE
PROJECT AREA ACREAGE 2.06 AC
RESERVOIR WATERSHED NORTH FORK RIVANNA - JACOBS RUN
FEMA MAP 51003CO145D / DATED FEB. 4, 2005 / ZONE 'X'
UTILITIES CONTACT INFO:
RAPPAHANNOCK ELECTRIC COOPERATIVE (REC) STEVE COATES
DISTRIBUTION DESIGNER
13252 CEDAR RUN CHURCH ROAD
CULPEPER, VA. 22701
PHONE: (540) 727-2116
CHARLOTTESVILLE CITY GAS PHILIP GARBER
CHIEF GAS ENGINEER
305 4TH STREET NW
CHARLOTTESVILLE, VA 22903
PHONE: (434) 970-3811
Rivanna Water & Sewer Authority (RWSA)
General Water & Sanitary Sewer Notes
Last Revised: February 2011
1. All materials and methods of construction shall comply with the latest version of the General
Water and Sewer Construction Specifications as adopted by the Albemarle County Service
Authority on January 15, 1998, except as modified below or modified in Special Notes.
2. RWSA shall approve all constmctionmaterials and methods of construction. A pmconstruction
conference shall be held with RWSA prior to the start of any work.
3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001).
4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days
prior to the start of construction.
5. All work is subject to inspection by RWSA staff No tie-ins to the existing system shall be made
without coordination with and the presence of RWSA staff. No work shall be conducted on
RWSA facilities on weekends or holidays without special written permission from RWSA-
6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the
existi s stem All do ome manholes must be ensure -tested before a connection is made m
ng Y gh Pr
the system
7. The location of existing utilities as shown on the plans is from data available at the time of design
and is not necessarily complete or accurate. The Contractor shall be responsible for the
verification of the location, size and depth of all existing utilities, both surface and subsurface.
The Contractor shall immediately notify the Engineer of any discrepancies between the plans and
field conditions. The Contractor shall use due diligence to protect all utilities and structures from
damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be
repaired by the Contractor to the original condition at no additional cost to the Owner.
8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without
special written permission from RWSA No grading shall be permitted in the RWSA easement
unless permitted otherwise by RWSA in writing.
9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and
RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey
may be required For blasting within 100 feet of any operative RWSA sewerlines, bypass
pumping and/or pre- and post -CCTV may be required. RWSA may also require certification
from a licensed professional engineer stating that the proposed blasting will not damage any
RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to
the original condition at no additional cost to the owner.
10. The contractor shall observe minimum separation requirements for utility crossings. When a
crossing is made under an existing facility, adequate structural support shall be provided for the
existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the
Wrinaline of the existing pipe-
11. New water main installations shall be pressure tested, chlorinated, flushed and have water
samples approved prior to making any permanent connection to the public water system -
Approved methods of filling and flushing new water mains will be required to prevent any
contamination of the public water system
12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into
service.
13. No permanent structural facilities will be permitted in the RWSA easement This includes
building overhangs, retaining walls, footers for any structure, drainage structures, etc.
Trees are not permitted in the RWSA easement.
APPLICANTS NAME.
GREAT EASTERN MANAGEMENT
SPECIAL USE PERMIT: SP-2002-72
ZONING: ZMA-2000-00009, ZMA-2013-00007
ALL FILL AREAS TO BE INSTALLED & STRUCTURAL FILL SUITABLE FOR
ROAD OR BUILDING CONSTRUCTION & TO BE TESTED BY
GEOTECHNICAL PROFESSIONAL ENGINEER. CONCRETE SHALL BE CLASS
A-3 PAVING CONCRETE ACCORDING TO THE CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE
SPECIFICATIONS AND APPROPRIATE SUPPLEMENTAL SPECIFICATIONS.
THE CONCRETE PAVEMENT SHALL BE PLAIN JOINTED WITH A
RECOMMENDED JOINT SPACING OF 15 FEET OR CONTINUOUSLY
REINFORCED CONCRETE PAVEMENT (CRCP) IS ALSO CONSIDERED AN
ACCEPTABLE OPTION.
IN THE EVENT OF ANY DAMAGE TO, OR DISLOCATION, OR
DISTURBANCE OF ANY UNDERGROUND UTILITY LINE INCLUDING ITS
APPURTENANCES, COVERING AND COATING, IN CONNECTION WITH ANY
EXCAVATION OR DEMOLITION, THE PERSON RESPONSIBLE SHALL
IMMEDIATELY STOP EXCAVATION AROUND THAT UTILITY LINE UNTIL THE
IMPACTED UTILITY REPRESENTATIVE ARRIVES AND EVALUATES THE
DAMAGE OR DISTURBANCE.
IMPORTANT: IF A NATURAL GAS LINE IS DAMAGED RESULTING IN THE
RELEASE OF NATURAL GAS, IMMEDIATELY SHUT DOWN ANY EQUIPMENT
AND MOVE PEOPLE TO A SAFE PLACE. THEN, IMMEDIATELY DIAL 911
AND CHARLOTTESVILLE CITY GAS AT (434) 970-3800.
---- Q
VIARlOC806 r
TOTAL LAND
OF DEVELOPMENT
= 268 AC
V, ta^
Ld
X> (I.
Uri O/�_J
z
\a NOT TO SCALE AIRPORT PO
®PREVIOUS DISTURBED AREA = 66.72 AC
(WPO#201500073, WPO#201500078. WPO#)
In PROPOSED DISTURBED AREA = 2.06 AC
(WPO#***)
TOTAL DISTURBED AREA = 68.78 AC
ROAD AND DRAINAGE
i
CULVERT OR STORM SEWER
(WITH STRUCTURE NO.)
EXISTING CULVERT OR STORM SEWER PIPE
❑� DROP INLET & STRUCTURE NO.
O PROPOSED MANHOLE
EXISTING MANHOLE
PAVED DITCH
JUTE MESH OR SODDED DITCH
EARTH DITCH - GRASS LINED
---100---
EXISTING CONTOUR
- 100 -
PROPOSED CONTOUR
x 100.00
EXISTING SPOT ELEVATIONS
+ loom
PROPOSED SPOT ELEVATIONS
T/c WDAD
(T/C - TOP OF CURB)
�Rl
BENCH MARK & REFERENCE NO.
t®
VDOT STANDARD STOP SIGN
LEGEND
SEWER
�o
------�- EXISTING SANITARY SEWER
�--►- PROPOSED SANITARY SEWER
T T, SANITARY SEWER SERVICE
CONNECTIONS
i 3 120400,00 MANHOLE NO. W/ STATION OR
15COORDINATE LOCATION
WATER
EXISTING WATERLINE
PROPOSED WATERLINE
PROPOSED WATERLINE
SERVICE CONNECTION
GATE VALVE
FIRE HYDRANT ASSEMBLY
TEE OR TAPPING SLEEVE
CROSS
BLIND CAP
REDUCER
Know what's below.
Call before you dig.
MISS UTILITY DESIGN TICKET #**** & #****
CONTRACTOR SHALL CALL MISS UTILITY AT 811
PRIOR TO THE START OF CONSTRUCTION
CLUBHOUSE IS PART OF THE OVERALL
NORTH POINTE DEVELOPMENT WHICH
OBTAINED A 2009 VSMP GENERAL
PERMIT AND REISSUANCE OF A 2014
VSMP GENERAL PERMIT. AS SUCH THIS
PLAN HAS BEEN DESIGNED USING PART
IIC TECHNICAL CRITERIA OF THE VSMP
REGULATIONS. IN ADDITION, FUTURE
SECTIONS OF THE NORTH POINTE
DEVELOPMENT SHALL BE DESIGNED
UTILIZING THE PART IIC TECHNICAL
CRITERIA OF THE VSMP REGULATIONS AS
LONG AS VSMP PERMIT (VAR10C806)
REMAINS IN EFFECT, WHICH IF
REISSUANCE IS PERFORMED INCLUDES UP
TO TWO 5 YEAR PERMIT CYCLES AND AS
PER THE EMAIL CONFIRMATION FROM
JOHN ANDERSON/ALBEMARLE COUNTY
ECONOMIC DEVELOPMENT DATED
NOVEMBER 12, 2015.
EROSION
CONTROL
EROSION CONTROL DEVICES AS PER VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK
STD. & SPEC.
PCE
e3.02
CONSTRUCTION ENTRANCE
SF�E
3.05
SILT FENCE
IP
3.07
--®--
INLET PROTECTION
3,09
TEMPORARY DIVERSION DIKE
ST
3.13
TEMPORARY SEDIMENT TRAP
0'
ROCK CHECK DAM
GDOOOO
LIMITS OF CONSTRUCTION
TS
3.31
TEMPORARY SEEDING
PS
3,32
PERMANENT SEEDING
MU
3.35
MULCHING
DC
3.39
DUST CONTROL
SI TE
ND
Dl/lemf
�1
LOCATION MAP: 1 "=2,000'
ALBEMARLE COUNTY DEPARTMENT APPROVAL:
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING/ZONING
ENGINEER
INSPECTION
ARB
DEPARTMENT OF FIRE & RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
INDEX TO SHEETS
DATE
LATEST
SHEET # REVISION DATE CONTENTS OF SHEET
C-1 COVER SHEET
C-1A SPECIAL USE PERMIT AND ZMA PROFFERS
C-11B MODIFIED APPLICATION PLAN
C-2 EXISTING CONDITIONS & DEMOLITION PLAN
C-3 SITE PLAN AND UTILITY LAYOUT
C-4 GRADING PLAN
C-5 EROSION & SEDIMENT CONTROL - PHASE I
C-6 EROSION & SEDIMENT CONTROL - PHASE II
C-7 EROSION CONTROL DETAILS
C-8 HYDRAULICS
C-9 PROFILES
C-10 DETAILS
C-11 CBPA COMPLIANCE PLAN
C-11A CBPA COMPLIANCE CALCULATIONS
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CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNJTY INFORMATION (CONTINUED)
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OPIniffhUncN,
Maiiagement geney
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUeOT
COMMUNITY INFORMATION CONTINUEO)
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AMENDED AND RESTATED
PROFFER STATEMENT
NORTH POINTE CHARLOTTESVILLE, LLC
ORIGINAL REWNING APPLICATION: #ZMA-2,1100-1109, SP -2002-72
ZMA 2013-00007 North Points Proffer Amendment
Tax Map 32 Parcels: 20,20A, 20AI, 20A2,20I 291, 23,23A, 23B, 23C, 23D, 23E, 23F,
23G, 23H, and 231
Approximately 229 spres zoned Planned Development - Mixed Commercial (9111MCS)
August 5, 2013
With respect to the property described in meaning application #ZM-A-2000-09
and SP-2002-72 (the "Onguall ZMA'% CWH Properties Limited Partnership is fee In, simple
owner and North Pointe Charlimarville, LLC is the contract purchaser of Tax Map 32, Parcels
20, 20A, 20A 1, 2OA2, 2OA3 and 291 (the "North Pointe Property"I. and Viola Hill Associews,
L.LC. is the The simple owner of"Dis Map 32, Proval 2.3, 23A, 23B, 23CI 231 23A 23F, 230,
23H and 231 (the "Viole MIT Property"). The respeuve putim me colledively referred
herein as the "Owner", which � shall include any m�sm in interim. The North Pointe
Property and the Violm Hill Prol we refesped to collectively as the "property". all of which
is the Subject of zinding map mmdmmt application number ZMA 2013-00007 known a the
" Amendment,"
P�mt to Section 33.3 of the Albemarle County Zording Ordi�, O�m
hereby volmAary proffers the conditions listed in this Amwded and Restated Podiffin Statement,
which shall be applied to On North Pointe Pmpmy if the ZMA Amendment is approval by
Albemarle County. Them =ditims am proffered as pan of the ZMA Ammdrnmi and it is
agreed that (1) the ZMA Amendment i�elfgi� riss to the need firr the wndifi� and (2) mob
conditions have a mwnable relation to the Rezoning requested,
'Me Original ZMA. together with BE small pmffm dated July 20. 2006 (the
I-Oniginal Proffer . approved by [he Albemarle County Board of Supise. an
August 2, 2006, and also included Tax Map 32, Patincel 22K (which parcel 221K win at the time
composed of two separate Parcels 22H and 22K, which have since base combined into a single
pmcd 22K) which is owned by Neighborhood Proposal - Nil, LLC (the 'Neighborhood
the
Invennum Property"). The changm reflected in this ZMA Amendment shall not apply to
Neighborhood Investment Property. In all other respeces, this ZMA Ameammi amends and
mil said prinflers in their affinity and The Ammded Rod Restated Pruffeir Smimmi shall
Belate to the multi�rxga application plan mfilled "North Pointe Community", prepared by
Keeney III Co., Archflects, as Revised through Joan 112006 and utual hum as Exhibit A
(the "Application Plan"), and the Albemarle County Code in affect as ofthe date ofthe Original
proffs, Sutmem (the 4sCmmy Coils"). 'Die North Pointe Community shall be refined to as the
1. THIS SECTION INTENTIONALLY DELETED
it. ENTRANCE CORRIDOR
2.1 Creation of . 401 Buffer .1mr, the gainers Corridor, Within six (6)
months after the aixoptance by the Virginia Department of Tr�pomlion (-VDO-r) of the
Road Improvements as defined in Section 5.3 Own we along the northbound laws of U.S. Route
29, Owner shall plant and thwmftm maintain at all thres a landscaped buffirs, including
hadistroloss along the Unum� Corridor frontage, fall owned by Owner. The buffer will
consist of a mimmum 40-ficat Wide mOnuom visual landscape arm that awl be subject to
Albemarle Comfy Arhit�ml Read.. Bowd ("AREI review war appm�] (the 'Buffer").
The Buftex may be local family an the O��'s property and foriddy an VDOT pmp�y, 1. the
event VDOT at my time in the Imum remains my portion of the Buffer located an VDOT
pmpmy, the Differ shall �p=me far such roduction by cateraling the Buffer an Owned's
pmp�y in order to maintain a minimum 40-finot Buffer. even ifsuch wmpmsation Staff require
the =ova] ofpuking adjacent in such Buffer.
2.2 Apma.... of Storm Witter Menswear C-SWIff"I liscifitiet, TIM SWIM
finiines visible from the En�m Corriclor identifid an the Application ?wn (starm-wer
mmagemmt facilities 1, 2, and 10) shall be shown on a plan and be subject to ARE reviess and
approval. SWM I shall be designed such first its shape, pl�=t� and land form (grading)
transifical between the adjuand conservation min and the adjacent bud edge of the puking lot
and buildings, The plan f" SWM I shall be submitted M the ARE with the fire ARE
submission for Building 14 or 19 identified on Sheet B or the Application Plan ("Shen Bill or
my such building that is proposed to be located when Building 14 is located on Sheet B
pummi to the terms of Section 3.2. SWM 2 shall have a are stm=red appmm" than
SWIM 10 (am below) and shall be clesifirted such that its shape, placement, and land fares
(grading) transition between the adjacent consersation firea and the adjusted bud edge of the
paing lot and building. Th. plain far SWM 2 shall be Submitted to the ARE With the firsi
ARE nbmimim for myol'Buddings 26 thraugh 31. SWIM 10 shall bedesagraid such thm its
shape, pla�mt, and land fare (gdi.0 am negralwith the adjacent conservation area. The
plan far SWIM 10 shall be submitted to the ARB at the time mad plans am submitted to the
County and VDOT for Northwest Pumge.
III. DENSITIES
3.1 Toot Buildbout. The total number of dwelling units within the PI shall not
exceed eight hundred ninety-th=t893). Subject to Section 3.2, the building footprints and gross
floor alone of w..=iai, office, and other uses, and the building flumprints of howls shall not
rmad thm. set forth I. the Lnnd Use Breakdown Table an Share A to the Application Plan
("Shut A").
3.2 Limited Adjustment, to the ElommU of the Application Plan, The gram floor
am of the builitingil used for m=mial, office, Other used, and hotels sham on Sheet A may
be adjusted within a range of up to I= percent I Ol providand that the maximum gas& floor
for each category Of wors hown an Short A is not exceeded. The fiesupoints ol'Buildings 6.
tercharged. Notwithstanding the terms of this section
14 and 36 in sham a. Share A can be in Is
3.2 to the contrary Building 14 shall not initially "cited 89,500 square fee provided, however.
that after. two years following the iewaso, of the mrafl=u of occupancy ficar Building 14,
Building 14 my be adjusted within a range of up to ran Percent (101 and if Building 14 is
Journal in the location sham M Sheet Its MY web CXPMSiOn Straft be located to the war so that
the additional space Is tm&W along North Pointe Boulevard. Notwithstanding the terms ofthis
Section 3.2 be the wntmry, but subject be Me Provisions of Section 9.1, the Comfy BUY
authorizelibrilding 21 as shown on Sheet A to beadjusted by mom than ran parent COMO,
IV. STORMWATER MANAGEMENT AND STREAM BED CONSERVATION
Flood Plain. The � oftho IOD-ywar flood plain within the Pmject shall But
4A
inalturbod except for Read mings, public wilily lawflims and "r maressings, and pudeforiart
Bud bilang trails, and only to the Intent such cepticas an perratted by County ordinamns Bud
Upon the request of the Col Owner shall provide a survey and prepare the
regulations.
a land within such flood plain to the Carl
necessary documentation and dedicate Th
4.2 An-gemgW Pim The 9=w�lbmt mmgmml Pmctim
a Project ball be prepwal, ad all unfasten mmagammt facilitiess for the
("Blifful plan
Pmjact shall be designed and momoccled to �odatt all conform storrawaller discharge finum
uveIOPMMt) tend from
Tax Map Piece] 032AO-02-00-00400 (No�h�ds Mobile Home Park D
I Road and U.S. Route
the existing developments an the northamat war fauth"Ared �m Offirinfift
29, Specifically the following Install sham on the m�l Albaemmie Cowry Tax maM =map
I,2-IA,2-1AI,2-I%2-ICmt
32, Parcels 38.38A, 39, and 391 tax map 32A, Parcels 21
Me gomw� mmg� fintlifies shall mitigim the wanowdef quality and qumt!ty
impacts to, the stomomm, gmmW both within the Projoci and for Such existing officitz,
cxwIifio , in a described hesain, as though the =tire preexisting condition of the drainage area is
an undeveloped wooded site and is being develcial to die existing Off -site =didws Bud the
sed �ite conditions. In addition, hilifilars shall comprise a minim= offfirty-fixed, and
PMP-
on.third percent (33 1/3%) of the total required pwking lot landscaped areas within the
mad on Signal G or the
"Cmmcial Am" or the Pect. a such Commercial Area is delim
Application Plan ("Short Go).
4.3 Erosion Bad Sediment Control
aTh. O� shallI to flit "-'-Xim= "lent Practical Provide such
1dimmul appropriate mission and sediment central Mag� that exceed State and Local
rowal of
minimum stdards. If there is a dimg�m=t regarding .1.11m, the am
exterst prisaimble" is satisfad. the Virginia Department of Conservation and Recreation will be
provided an opportunity to Review and advise on such question.
St.=� Mrimituriall The Ovartar shall, to the
(b) Post-Constructics 0-�mtim sto="t. BMPS that am d--gnw TO
mum= clawall practicable, pr000de Tor
an average annual sediment num I rate of 80% as published by the Carter for
whicv. (20DO edition).
Watershed Protection in Afft.l. Se of The Practice of Wetsixibed Prol-21K,
Them will include, but us not limited re, bi�wim bi�mi. fill= and wall mi�iun
bmins.
4A S"N- SHOW $Rd Restoration. Upon the wmmm=mt of the applicable
commmt period, the Owner shall notify the Comfy and pmvide the Comfy with a copy Of MY
applicetion(s) To the U.S. Amy Corps ofEngimem andial for my shares disturbmm. In
after fie looking on-sim for Miligatim OPPOft1lid. available to satisfy
addition, ifncc=suy,
the rawriffing pmms, the Owner shall clumad the Comfy far a list 0
I off -site oppo�rdtim
within Albemule County fier such mitigation, and shall look for such mitigotion opimirtunitice
off -sit.
V. TRANSPORTATION
5.1 formal Street Construction Standard. Public w�, which in my event
shall include at lent Lcalm Road, North Pointe Boulevard, Nwwwe Drose Ems and Northwest
Feel shall be IT) constructed in accord with the illumnam urban clasign crow sections sham
on Sheet D-I to the Application Plan (Shocir DII-) it aim in a�rdmm with VEHOT design
standards purmant to detailed plans agreed to between Owner and VDOT, and (if) dedicaw for
a the state highway system. TT= (with a maximum
public wan and officrad for ceptance int
spacing of filly (50) fear), lmdsming and sidewalks or show on Sheet D-I shall be instelilod
and maintained by The D"m in maHdaUca with County I VDOT standards, from. VDOT or
the Comfy agreas in wrifing to assume this Responsibility.
5.2 Tiepin, of Completion for Iliterial Street. Bcfmi�amwofcertifi�Of
occupancy, Ourner shall complete that segment of an internal seed as movin on Shall D-I
within the Patient which serves the builffing or multi== for w1m, a ocitifime of occupancy is
sought with at [beat The stone base and all but the final layer of plasel-mix asphalt, The final layer
of plant -mil asphalt ball be installed within one (1) yew following the issuance of the first
mfificate of ourcupancy for a building HIT nsidmcc Served by the affected streall segamm.
5.3 Read Improvements. 0"� shall design red wwHrdct all of the ad
i,p,.Vmmo referenced I. Section. 5.3.1 (a), 5,3. 1 (b) and 53 3 (c) below, whil an also show
Plain buitled "Ext=al
an Shall DII to the Application Plain and on Show E to the Application
Road impmvemmi Plan" ("Shoses Ell (wilwively, the "Rmd Improve=nH"), unless such
nom pham offic Road
Road Improvements we first wrostruaread or bonded by others. "a va
ive purposes on a color-miled colly of Sheet B that is
Impandsommus we aim shown far iflustrut
attached hapern, in Ehibit B. Onsoner shall deficate To public use my requited riginIef-way thin it
mwmhc=fLuownsinfnsimple, For purposes of this Section 5.3, the on Ofthe term "read"
as it applies 10 internal Hotels shall aim law the mine meaning in the word in the
Atwell County Subdivision Deduction (Chapter 14 of the Albemarle County Code) where
5.3.1 Doesim, ad Phasing, All Road improvmm� shot] be designed and phased as
follow.:
Dmign. The Road improvements shall be shown on detailed Toad plans satisfying
VDOT will standards which shall be whmitted by the Owner for Fussiest, prod, when
Satisfactory, appeared by VDOT Bud the County (except wr the Reard Improvements to U.S.
Route 29, Which shall be subject only w VIDOT Approval) Cheminafter. the 'Approved Road
Plarel The Appreved Road Plans shall show the vicith and kingth (except as sissnified in
Sections 5.11(a)(1)(ii) and (N) Bud Section 5.31(lil lOcwOm. type of Section, and
gmmehim of all [me impm�=� as required by VDOT design standards. All of the Road
impm�mts eral be constructed in compliance with the Approved Road Plain. The Road
impmv�b to US. Robins 29 had] be band on the thm�t VIDOT design speed and
mws.sjopc reg�mu. Notwithstanding the provisions of this paragraph to the contrary, in
the event duat the internal reededial street designs as sham an Sheet D-I am not accepted by
VDCT. the Owner shall submit detailed road =�dion plain for Mob s�ts to the County for
review and, when Satisfactory, approval. subject aim 0 the Comfy's approval Brimstone s��
Ruder the Subdivision Ofdimcc (Ch. 14 ofthe Albemarle Comfy Coda).
Phasing. The Road impmv=mm shall be =Mcted and completed in ill=
plawas as ad forth below:
I'll I Road I Prior to approval at the find w�crdsi
subdivision plat or site plan within the Projects o�w shall obtain all meaciated p=it and post
all associated bonds mquimd for the comtnwdm of the f011OvAng (011airds"I ft 'Them I
Rated
(1) Swith�oM E��- on U,5. Route 29�
(i) u.S. Rome 29 Southbomd - wxwctioSo of the valical
curval in the mdwayjugt merfir, Bribe
(ii) U.S. Rome 29 SoHhbDund -acanstruction of a continuous
12 foot wide ftough lane (with shoulders or gaud tail as required by VD07) starting at a point
that is I ODD The north DfOn engineering =trmm and extending mutb to Airport Rmd.
(fit) U.S. Route 29 Southbond - construct of dual left
l� with mpa at the
fil U.S. Rome 29 Southbound - �cdon oftight turn lam
with wpm to Monte nortkmmm w�nm to SR Is 15.
US, Rome 29 Northbound �uction of a continuous
i
12 that wide theaugh lane w th shoulders or smard rail a may be required by VDOT) mtwding
Iman Pmffit (Airport) Road (Route 649) No the Northwest Passage extream.
(vi) U.S. Room 29 Northbound - construction of B alligin hand
turn lane at the Substanti armuct, the Semantics of which will be subject to VDOT
approval.
(vii) U.S. Rome 29 Northbound mnstnxtion of left I= lane
with after into SR 1515.
(vifi) SIR 1515 BMbond - construction and/or ristriping to
provide left win how with wpm,
Ox) Intallation of a traffic signal with 9 phase timing, video
danction and associated Uwwwfion improvements at die inWmection with U.S. Room 29.
(a) Class wasting n�wva at U.S. Rome 29 and
Soud�m EntFmca to SR 1515-
Tail Propmed Entrance Road between North Points Boulevard
Bud U.S. Routo 29.
(2) North Pointe Boulevard, Leake Road and ProMi Road,
(I) Leake Road and North Pointe Boulevard, in �r&nw
with the design cxad.swthSm shown on Sheet D-1, fircre Preffil Road To either NDrdiside Drive
Real or, if Nordedde Drive East has not yet been to the marrulaboarn at North Pointe
Boulevard, North Palms Boulevard shall be extended to Northroest Passage. no Owner shall
provide a fifty (50) fund public rightlIxf-way along Lanake Road and shall �ot a two -Iwo
public street to be until by VIDOT and as much of the other impro�=� shown on the
wism.swillow a pml"ole within The available right-of-way as munizably determined by the
County Enjpn=.
(ii) The rourbilabout, or such other impmvmmts a my be
approved by VDOT met do Comfy, at the intersention, of Leake Road and Proffit Road sham
on St®m! B and so additund mebound right wrat ]me an Praffil Road from Leake Road to U.S.
th
Route 29 in hum on Sheet E. In addition, for property acquisition that is required ficir a Off -
site public right-of-way for constraction afthe impmve�u required by this Section
5.3.1(a)(2)(fi), the Owner shall make a cash contribution or provide a lafter of credit in a flarm
approved by One County Attorney for such pumme in the �t as deduced n�m� for the
property aquildition by the Comfy Attorney, provided that such annount shall not exceed one
latualred fifty parent (150%) ol County's fair market value appraisal pmwed for acquisition
and �dmmtion purposes. The cobt owHibution or water of crelft described in this Section
5.3.1 (aX2)(ii) hall be used to pay for the total we cribs fight ofiray acquisition. Thetolialcost
III right ofway acquisition for the off -site property ne,zzI to constmot the imperavernants
required by this Section 5.3.1(a)(2)(ii) shall include the name] wars associated with acquiring
land, buildings, �m, �mts od other authorized interests by wndammfim or by
purchase including, but nat limited to. land acquisition, rogincering, surveying. and reasonable
moral face. The cub contribution or the Tender of credit shall be providell by the Omer
within thirty (30) days upon request by the County. If the or y is acquired by purchase, the
opam
�hibutim for the purchase price shall not exceed one hundred fifty percent (1501 of the
County's fair marlere value apportiese preparcri far wndmmlim purposes without the cannot of
theOw.�. Ifflicst fflattight ofwaymprisition exceeds the mount previously contribuii,
than the Owner shall rximbmsc the County all such expents orsts within thirty (30) days upon
request by the Comfy. The County shall refund to the Owner all excess contributions upon
completion of the land acquisition.
(iii) intentionsailly Omitted
fa) As addifimal Through law mtbound AT Praffit Road fmm
1).& ROUrA29 to the roundiabout at the witerention ofietake Read Bud Proffil Rd. haddiffult,
for prulderty acquisition that is required for thooff-site public right.,all finer wns"ctim ofthe
!an 5.3.1(s)(2)(N), See 0", shall make a cash wa�bWim
impm�m� required by this Seat
pwvide a fewer ofersudit in a form approved by the Comfy Attorney for such Purpose in the
=Out as demand necessary for the pmpwy acquisition by the County Attorney, pmvided the
sucb..u.1 shall notexceed mehundmd fifityperent(150%)Offine County's filirmuket value
appraisal prepared for acquisition =it condeamention purposes. The wish cmdribution or factor of
credit described in this Section 5.3, I(a)(2)(ivl shall be used to pay for the total � cribs rght of
wayaquisition. The rural one ofthic Tight army acquisition fin the Offisite AmPartY 1wxwwy
to onamus, the impmv=wu required by this Section 5.11(a)(2)(w) shall include the w�l
mcs associated with acquiring land, buildings, Provision, comments and other mthoied
into . tests by wnd�ofin or by purchase including, but HOT limited to, land acquisition,
The cash crentribution or the Term of
mg,
neering, Surveying, and reasonable attorneys few. coundin shall beproAded by the Ohismor within flinty (30) days upon request by the Comfy. Iffix.
here price shall nor Ins a
property is acquired by purchams, the contribution for the puble
u per= the st of the right 0 way
condemn an purposes without the mmem of the Owner. if
acquisition exceeds the meant previously contributed, than the 0"� shall Ecimburse the
Comfy all such excess, Govils within thirty (30) days up.. request by the County. The Comfy
contributions upon completion ol land acquinflion.
shall refund to The Owner ail =mw
ComvletiQn of the Phase I Road l�mmtff. Within fifterm (15) months
RE Within the larew Subject
after the i..m of the first building pacranit for - ORHMMWJ "Idi
to the fire m=mial subdivision Plat or site III within the Projects or prim to the issumm Of
a cartificers of occupancy for ucb building, whicluous, is carli all of the Phase I Road
for VDOT's acceptance if
IMP -.nu "I be accepted by VDOT fier public a. at bonded
such Read Improvements an a Frimul, hughways, or accepted by VDOT for public a or bonded
to the Comfy for VDOI acceplance irsuch Road Improvemm� an a secondary highway.
(b) Placts, H Road Prim to approval of th. fuel Sit. plan that
would authorize the aggregate commercial, off= and hotel gross I]= an as also. an Sham A
within the Project to exceed two hundred many Thousand (290,000) square finet, Ourner shelf
obusin all announced permits =it post all associated bonds required for the w�Mion of the
following (wileatimly, the Thus If Road Improsainual
(NorlisiLd Eldye East[SR
(1) Middip at be an U.S. Rabin 2
JIM
(i) U.S. Rome 29 Southbound Oinfametiral of a continuous
12 hand wide Through lane (with shauldew Or guard mil as may be required by VDOT) starting at
the point wbm it
8 point the is logo fee with of the Middle Entrance and extending to
wnnmiswith federation ofthelanew�meted pursuant to Swim
(it) US. Room 29 Southbound - ��ctm of dust left
I=. l talmor.
(fill U.S. Route 29 Southbound - ��im Ora right tons
]me with taper
(rv) U.S. Route 29 Northbound - construction of a right lams]
win lane at the Middle &owes, the g�ebim ofwhiA will be subject in VDOT approval,
(v) U.S. Route 29 Northbound - construction of left Win wre
With firper.
(vi) SR1570Eagbowd-mnstrudionofmmtripftofi�m
to result in separate 14 ffimugh and right mov=mts.
ad Wanedhound - installation of a traffic, signal
ron
with 8 phown timing, video det�on and associated inwzSrHon imp.�.e� on U.S. Route 29.
ift) Existing momva a Cyprus Drive - =Mcbw to CIOw
the =mva.
Drive to SIR 1570 -
(ix) Frontage mad ftm Cypress
comforaction Ina public stone To serve pmpwim �tly accossing U.S. Route 29 through
Cypress Drive.
Route 29 and North Point.
(2) Northiside Drive East between US
Boulevard RE sham on Shut D-1.
Completion of the Phase If Road Impm"ments. Within fift� (15) months
after the two=. of the firm building permit for a building within the Inds subject to the first
subdivision plat or site plan that would authorize the aggregate m=mial, officas and hotel
gross floor after as shown on Sheet A within the Ill to exceed two hundred ninety thoomd
(290.000) qU= fact, RE prior to the immee of a cerefiewe of medical for my building that
mom such goals fear use to exceed two hundred ninety thommd (290.000) square fact,
whichever is earlier, all of the Phase 11 Road lmpm�mb she)] be accepted by VDCT for
public use or bonded for VDOI acceptance if mob Road lmpm�ents me a primary
highway, or accepted by VDOT for public use of bonded to The County for VDOT's acceptance
ifsuch Road impmv=mts an a hacmdary highway.
(c) Phase TH Road Improvements. Prior to the candoest at: (1) the appreval
of the first subdivision plat or site plain that would aulloaries the aggregate n=bw of dwelling
wits within the Preject to "coed five hundred thmyIthmc (533); (if) the approval of a
subdivision plat or site plan for my development of the Neighborhood Investment Property or
my portion thereof, a, III the five (5) year anniversary of the new of ismance of the first
cumficate or occupancy for a building or p=isu within the Project, Own" shall obtain all
associated iscrinnits and paid A] asucialed bonds requited for the constriction of the following
mad Monsoonal (callectively. the 'Than fit Road Impm�ts") So the extent my such
mad improvements have not abarady been Completed:
(1) Ninthenuost Enhance firmil Lewis Ar Clark Drive) an U.S.
Route 29
(i) U.S. Route 29 Southbound - w�ctiw of left tons law
with tal
(if) Northwest Passage from U.S. Rome 29 to North Poism,
Boulevard.
(Ili) US. Rome 29 Nardibound - of a right hand
win law, The geometries ofisphich will be subject to VDOT approval.
(IV) Iffact ahmdy conareartned, North Points Boulevard between
Nortmide Drive East and Northwest Passage.
(v) If the traffic signal to be �ded by a&= is in plame
prim to Owner w�eacing work On this Norffi�ov En�� and such "Me mine only
includeli ill= legs, Owner shall add the fourth log to the signal, which shall include anditionall
in= arms, signal hands aral ancillary equipment nescesserry to suppon Nordswasa Pmage's uss,
of the in�tion, as determined by VDOT. If mob traffic signal is But in place and the
vehicular araffic generated by the Ill can= ft VDOT signal warrarits TO be am, and VIDOT
requires ift, a traffic signal be installed as a condition ofthe � p�it. D� am] imWl
mob traffic signal.
(2) Notwithstanding my Other provision =Wnw in this Proffer
Smmwm, within one hundred eighty (180) days after foritters notice from die County that it
imuds TV build an elementary =beat On the School Lot (as "School Lane is defined in Section
9. 1). the Deposer shall Submit mad plus for the construction of Northwest Passal farm North
Pointe Boulevard to U.S. Route 29 to VDOT Rod to the County for i., and whw
statistical approval. Purth�M within Waive (12) will after issuance of the building
permit for ww�ion of the community ill and if not already completed, Owner ill
complete (i) Norflowml Passage from Hunts Pointe Boulevard to U.S. Roche 29, (it) the
improvmmu sed fordt in Swim 5,11(c)(1) show. and (A) North Pointe Boulevard from
Northiside Drive East to Northwest Passage. To allow the devainpm� of the School Lot, the
owner shall grant all temporary �mts Ed n�my to allow ing� and agrees for vehicles
and construction armilarand, grading, the installation and maintenance of erosion and sedinal
comfi or anand my other associated mn�ion carcinoma, m such
temporary wwUww are shown on the Subdivision plat .1 site pler far the School Lol and
mutually aimed to bylheOma and diedeveloper ofthe School I.M.
Copletion of the Phase III Rood lmumyenmts. Within twelve (12) months
after the occurrence of the applicable event in Section 5.3.1(c) which required the Owner to
obtain all associated parmits and post ail associated bonds required for the confirmation of the
Phase III Road Improverrown, all of the Phase III mad iml>mvmmts "I he accepted by
VDOT ficir public use or bonded for VDOI acesimance if web Road lmpmvcmwts we a
primary highway, or Mucepted by VDOT for public me or bonded to it= Coney for VDOT's
accepmcc ifsucli Road bnpmvmm� an a secondary highway.
5.32 Upon mq� by the County, O.w shall make a cash contribution TO the Comfy
VDOT fir the cost of a miles OF saftelem radio system that will link one or mom ol signals
between Lewis and Clark Dirive and Airport Road; provl however, thin the Total cash
fornabrantion shall not moved Ormy-fi,se thousand dollars ($35,ODO). Subject To maduart offlarce
rameares if the County dons set refuse the funds, or clocs request the funds but the ��wim
of the system it= But begin by ft later of December 31, 2010 a three (3) years after
complefilmofall ofthe Road Impransful mid finds "I berefunded To the Oman.
5.3.3 Prim to the approval airlines for impmvm� at my U.S. Route 29 intmWion,
owner shall provide VDOT mffic signed network timing plans that VDOT finds wereptably
address the impacts of the ponnimsed traffic signials far peak name periods.
5.3.4 Repismal Transportation StwI Cash Contribution. THIS PROFFER HAS
BEEN SATISFIED. Uport request by the County, Option shall make a cub contribution of am
hmdred ttom�d dollars ($100,000) to the Comfy for the purposes of funding a regiona3
�spomd. study for the Route 29 courcor, which includes the South Fork Bud North Fork of
the Ritual River and the Hollymead Growth Area of which North Prince is a part. The
ontribution shall be mad. within thirty (30) days after requested by the Comfy anytime after the
rezoning is approval Tribe request is not made within one (1) you after the date ofapproval of
the first final site plan for the first commercial building within the Project, Us proffer Shall
became null and void. If Mob cash contribution is not expended for the stated purpose within
flues, (3) years fi� the date the limits � contributed to the County, ail unexpended funds
shall be refunded to the Dioner.
V1. OPEN SPACE AREAS AND GREENWAY
6.1 Pdartswor Pathway,. All pedestrian pathways shall be classified as shown on
the licial Pathway Key an Show G and, except for the pathways as be constructed by rho
County, shall be shown on die subdivision plat or Site plan fm the underlying or adjacent landif
within the Epsilon. The pathways shall be constructed by Owner in Class A or Class B trails as
idantifin! on Sheet G, and in accordmm with the applicable design and curbstoaction stodwds in
the Comfy's Design Standards Mmual, Such construction shall be in conjunction with the
improvements for the subdivision plat or site plan, in the cam may be, and bruncled with the
s� if the pathways am a subdivision improvement, or with a mf=mw band if the
pathways am a site plan improvnt. The pathway Show an Shut Cc along Flat Branch north
d South flSonfluside Drive East shall not continue through a ml� ifa ml� is used for the
stream =Sam& The pathway intended for the culvert between Park E and Park F under North
Pointe Boulevard shall conform to the applicable Mandards, it% VDOT'a "Subdivision Street
Gold==" Ind Owner shall maintain the polaway, if it is not accepted by VDOT far
maintenance.
6.2 LakeI Upon mquals by the Comfy, Owner shall dedicate toThe Comfy the lake
hown an ft Application Plan for public usel provided that mob lake will be available for use by
= for stommuster mmagme� as described in Sheet C to the Applicaticin Plan emitted
"Stomwata MainalwarruB Aid S� Constion Plan" ("Sheet C").
VIL THIS SECTION INTENTIONALLY DELETED
VI[I. PUBLIC INFRASTRUCTURE AND ]FACILITIES PROFFERS
9.1 Branch LIbrsl
(a) Upon request by the Couss Owner da dedicate W the Comty the fim
simple interest in the Ind sham on Sheet B as a li'bmy, consisting Ora 15,000 square foot My
graded pad sites with wiliticsil to accornewilate a 12,500 square foot btffldimg fiesupoirs, a five
fact purmetair strip and up to a 25,000 square foot building. together with a �xclwj�
Nature to the adjacent common am for ingrem, ogress, c=�nion staging and sufficisaft
Comfy Code required reaking, sharcumber detection and water quality fiecilities for the location
of a f��ding Jeffman-Madison Regional Library and such other until that ars, compati Ic
iftherequi�mtsfi)r the ibruy
Notwithstanding the � afthe prim �t� To the W�uY,
building require a larger building footprint, the County may authorize the library building
footprint to be larger than as stated in the prim mtww, provided, however, that the size ofthe
arm sham AS "Pink Hill an Sheet B ("Pink His) and/or the size of the adjacent parking area
munedlawly north offlu, Library Lot an Sheet B (the"Libmry Puking Lot") shall be adjusted
sereardisilly to secessionists such larger building fiecalporrint. Tho Owncr Shelf net be responsible
for my utility tap im, but Owner shall complete =�cfim of the Library Parking Lot and
other parking weas Having the Library Lot. no Owner shall p�it the Comfy to use the
Library Parking Lot andtor, if not already w��ed, Park H, for purposes of construction
staging. Within twelve (12) months aftex wH� notice final the Caterty the it intends To begin
corstraction of the library, the Owner shall make the accom mads and the am, of the Library
Parking LOT available with at least a few inch wWacted s� base for use a seem and
�fio. staging. such � a.. serving the Library Lot it the Library Parking LOT
shall be completed and available far amalater foot Im 00) months after imm� of the
building permit for the library, provided, however, that asphalt Pavement in � used for
conatroction staging by the Comfy shall not be required to be installed until thirty (30) days (or
such longa�nablc time As may be nPmdvTy due to Weather conditions) after the County has
removed its =stmdion-reigted materials mill cqWpmmt. Upon the request III Comfy, Park
H shall aim bas dedicated to public on, but the Owner shall not be rcspwwbw for maintaining
such park. Owner shall be responsible for maintmnm affire Library Parking Le and other
puking sproces serving the Library Int vd the County shall have an obligation to be a m=bu
of any owner's emaciation. Tim Coty's request for dedication of the land for the Library Lot
It
and Park H shall be made Within than [3) years following the later to occur of(i) imce oft 0
first resideratied building permft within the Emset, (h) Owner's completion OF the
all gas) required for On . of the
(including but not limited to s�, wan, water, a]
Library Le, or (Ili) December 31. 2016 (which December 31, 2016 dual may be catel by
pattern mumal ag�mi oftbco"a and the County). Ifarsequeddiforembehadicationisnot
wks within than (3) yam following the Term ofth�e datess this proffier will be null and void.
(b) Grew goo in the costs thin the requi�wft for the library building
require a larger building fumprint, and the Comfy twers To Authorize the fileary building
footprint Be be larger than 12,soo square The p�mt to section 8. I(a) above, and in the fwthm
event the the building is developed a a condominium and Ill Comfy requests the Option To
assume ownership for a portion of the larger buildings, Owner shall accept such ownership al a
reasonable prim upon which the parties may mutually agrees and aball mbibute to the Co�y,
an a pro res basis fund on the proportional sin offibe Pont= offlic library building owned by
the Owner Relative TH the sin of the library building ar a whole, die cast of designing and
considucting web building Them =ill may include if drudired by the County, installation of a
given mof," and my additional expenses associated with stracturelly reinfixtrang the mof as
nmmurytonWzthegrmmf. Within ran (10) days after receipt Ora request OR payment
by the County that is a�pwied by documentation in support the pmgms payment mount in
p�dod an the w�edon contract. the Owner Shall submit such payments to the County.
Alternatively, in the everif the Comfy shall to design the library building as a Lebadership in
Energy and Envimm=tEd Design CUBED") buildings the Own shall wr&ib� to ft County,
M 8 PM Taw basis band an the proportional aim of the portom of the Ifixtery building freal by
the D�a reinfive in the size of the librw7 building a a whold, the additional costa of
constructing the Iflorary building to obtain LBED �ifimfion for The wilifing. Within ran (10)
days after receipt Ora request for payment by the County That is accompanied by do�m�tion
to support the peogress payment milausit his provided in the w�efion conswen, the Owner shall
submit web payments to the County. The design of the gmm met, or the criteria utilized to
obtain the LEED certification, as applimble� shall be in the County's discretion.
82 Affordable Hall I Subject to the terms and conditions of this Section
8.2, the Omu evil pmvide a minimum of liarty (40) ofina-sishe" residenfial dwelling units as
affordable dwelling units, a minim= of sixtysh, (66) "for.,ea' Initial dwelling min as
affordable dwelling mits. And . frimusum of flow (4) Carriage He. Units res Carriage House
Units am defined in Section 9.2(d)). The fatty (40)"flar-sals" msidniial dwelling units shall be
wmpriNd of the following typa of dwelling unity: twelve (12) fican multi-fmily, twelve (12)
front -lothelm (comisting of to�ho� duplexes. atudelsed housing, condominiums in the
and other unidefflified housing types); and sixim (16) finsfor single family
detached, mob at the sale prim and under the team and conditions ad forth in this Section 8.2.
The Owner shall convey the responsibility of �mcting the affordable units to fire subsequent
owners of lots within the Property.
(a) MI.Iti-Taunfly it "Othe for-5aw Affordable Uni I For multi -family
and cother"far-saw affordable dwelling units within the Pmpeny, such affordable units am) be
affordable to households with incomes lam than eighty percent Wits) of the are. median Comfy
income ilhe "Affordable Unit Qualifying such that the housing costs consiating of
principal, interest, real eggs team and hmwwn�s insurance (PITT) do not excerad thirty
r�t (IVA) Of the Affordable Unit Qualifying Inwm� provided, however, that in no event
shall the selling price of mob affordable urfits be Ins in" the toreater of One Hundred Ninety
Tbousand Four Bmdmd Doollars ($190,400) OF sixly-five proomil (65%) of the applicable
Virginia Housing Development Authority CtVHDA") maximum mortgage for first-time home
buyers at the beginning of the 90-day identification and qualification period rallboxictud in
Section 82(f).
(b) Sinpje lemaily Detached put Affordable Units ("Modmiely-Pri
Units" . For single family detached for -sale affordable units within the Property ("Moden-telY-
Priced Unjml Mob Modwately-Pricard Units shall be affordable to households with annual
]law than � hundred t�ty percent (120%) of the � me&n ficaftly income (the
"Modmwly.Priced Unit Qualifying lnwme"), mob (hat the housing costs consisting ofPM do
not exceed thirty pmmt (30%) of the Mod�ely-Nced Unit Qualifying Income, provided,
however, That in an same shall the selling prim of mob MooduedymPriced Units be required in
be less than the girm� of Two Hundred Thirty Eight Thousand Dollars ($238,000) or eighty
permit (SO%) of the applicable VHDA maximum mortgage flar fire-thric home buyers at the
beginning ofthe 90-dayideratification and qualificarfires, period rdb�=cW in Sectim 8.2(r.
(a) FOURent Affordable Unit . For a period offive (5) years finfloing the data
the cmfificaw ofoccupancy is issued by the Comfy for each fbr.� affordable Hart, or uwI the
Units an mid as low or moderate cast units quallifsIng as such Ruder either the Virginia Housing
Development Authority Farmers Home Administration, or Housing and Urban Development,
Section 8, whichever mma Ere (the "Affordable Terrill Each Units Shall be �d to
households with incomes less than the Affordable Unit Qualifying Income. No fixorent
-=t affordable
affordable unit may be counted man than an= towmils the nmbw of for
dwelling units required by this Section 8.2.
(l Cmv�. of All dmds conveying My intmrjt in the for.
=I affordable =its during the Affordable I= Wall contain language ranceing that such unit is
subject to the tal areas Section 8.2(c). In addition, all ciannew pawning TO R mnvaymm of
my fisr-mart affordable unit, or my part th�f. during the Affbirdable Term, shall =lam a
complain and fiall disclosure of the restrictions and controls �blisbed by ties Section Milo).
Prior to the conveyance of my interest in my for -pent affordable unit during the Affordable
I=, the thw���t ower shall notify the County in writing of the =veyanm and provide
the nmeI address and telephone number of the partial Samoan and state that the requirements
ofthis Section it have been satisfied.
(it). Annual Rmarin During the Affordable Term and within ninety
(90) days following the end of mob caleander year, the then�� owner shall Fool to the
Albemarle CAunty Housing Ofime a ObmfimI annual report Of all fbT-Tmt Rriandable ='a for the
immediately preceding year in a form and suldslance rammbly acceptable to the County
Housing Office Subject to all federal, state and Tom) housing laws, and upon �mablc milice
during the Affordable Tom, the thm-=enl O�u shall make available to the County at the
thim-current O��'sp=L�,ifmqu�ted,mymp�.wpimof=mI orleanag�n�.�
other data pertaining to =Is[ rates as the County may t�blY require -
(it) Cemom House Until. Carriage Home Units shall am the requirements
for a single family dwelling US defined in the Virginis Uniform S�ide Building Codes shall
be an the Name parcel as (he primary dwelling unit to which it is ��rY, and shall on be
Subdivided from the primary nesidered, ("Catatiage Haom Units") The subdivision restriction
shall be included on the plat �dng such panels and be incorporated into mob dead conveying
title W such panels.
(a) Each Subdivision plat and site plan for land within the Propery which
mcles affordable units (which, flo this Section 8.2(e) shall include Modmtcly-Priced Units)
shall deegrate the TOO a unflus, as applicablen thin will, subject to the tariffs and conditions of
this jamoffier, incorporate affordable units as described hwda. The the mob wbolivishors plat in
site plan hall include a annual of than (3) web affordable units. Thereafter, and until the
total numb" of affordable dwelling units Proffered h�d� shall have been finifilled, the
Omm slid] provide a minimum offirme (3) web afficalabic dwelling undits par you Eachfinal
subdivision plat and fical site Film also Shall include a Homing raw of the numb" and
Percentage, of affordable its previously providold and pmposed To be parvided by the
subdivision phdor site plan. For pvurp� of this Section 8.2(e), Mob units shall be disclosed to
have thence, provided when the subnq�t o�ff/buil(let provides writtem matifix to the County
Housing Office in its therignee the the unl will be available for sale, as required by Section
8.2(f) below. In the "set thot the Owner provides mine thas Race (3) affordable dwelling Units
in a single yead, The Owner may "as" over" or 'thin*" arealfts for mob affordable units, such
thin the additional affordable rets which excend the niinimm =us] requimmmt may be
allocated toward the minimum number of affordable units required to be provided fier my future
yen. no maximum number of affordable units the may be carried raw or Installed shall Hot
exclood thelve (12) jax y=. Notwithstanding the terms of this Session 8.2(c) to the ��y,
upon the wriften request of the Opmer, the Comfy may authorize an alternative procerm andlor
schedule for the provision Miller delivery of mob affordable units upon a determination that the
requeg is in general �d with the purpose End intent ofSecdon 8.2 and/or otherwise fardiers
the goals offmoviding affordable homing in the County.
(1) All laurchousers of the fill affilmdable wvts Shall be appeal by the
Albemarle Comply Housing Offific or its designer. The Subsquent o"w/build� shall provide
the County or its stainless a refund of ninety (90) days as identify and prequalify an eligible
pumh� for the affordable unit The ninety (90)-day period shall mm�m upon wriman notice
form the thm�.�t ancaflutildex thin the ul will be available for sets. IftheComtyoriu
clesigmac dom not provide a qualified pricalmser who mmul� a wnma of pumhae during this
ninety (90)-day period, the then-c�i O..fbHild� shobil have the didd to sell the nit(s)
without my rescrictiours on sales prim or inmmc ofthe purchasseffe, provided, however, that Bay
all old without mob �ri�ion shall ��helm be wanted toward the number of
affordable units required to be provided parmarat to this � of this Section 8.2. The
requirement; ofthis Section 8.2 shall apply only TO the firet me Bleach afthe affordable units.
(g) -Me County shall have the right, from Time to time, an T""nable notice
and subject To all applicable privacy laws. to impact the records of Owner or any m�m in
int�t for the purposes ofassul compliance with this proffer.
fil Call THIS PROFFER HAS BEEN SATISFIED.
Within sixty (60) days affir the Baud of Supervisors approvel of ZMA 2000-009, the Omber
shall "uso to be contributed three hundred tho�md dollars ($300,000) cash to the County of
Albemarle for the Albemarle Housing Initiative Fund or such allow similar find as may be
a ble home
established in authorized by the County, The contribution shaill be to fund Ifforda
omembip law programs within the Project nd othm � of Albemarle County, including
those provided by non-profil housing agencies such As the Piedmont Housing Alliance, Bell
for Humanity, and the Albemarle Housing hnpmvmmt Pmg�. If such cash contribution is
not =Mmded far the stated purpose within five (5) yam from the date the funds were
cromilbuted to the County, all unmpendod fluids "I be refunded So the Owner.
IX EDUCATIONAL AND OTHER PUBLIC FACILITIES
Owing
9.1 Ele�tx� School She. Within lam hundd Mount, (270) days fall.
request by the County, O.a shall dedicate to the Comfy the land shown an the Application
Plan 0 amearsemy school 12,93 Acres School Layout", consisting of approximately 12.85
fsuch land in the Cowy's sole dis=gon) (the "Schwi Lot Prim
a smaller portion a
to dedication, the School LOT shall be graded and compacted by Owner to a minimum of 95%
compeartion in measured by a emplad Pmxcwr taill vands, =liable material Jim building
��mian as certified by a projection] canginater or as otherwise approved by the County
The
Engineer in establish a My graded pad site to �=odge an elencerilary school.
recreations) fall impmvm� sham an the Application Plan shall be firse graded and have top
added, and the mains Tax an undagmmd irrigation system serving the
Existing Is the recreational fields ill Baker-Buder Elementary Shols excilusi f my above
ft 0
grod impmv=.nt�. Thermidestrian pathways estimation the perimeter cribs School Loton
shall be affected an the Subdivision plat prepared by Owner creating the
the Application Plan
LOT red the pgbways shall be installed when the site is graded firdir the �ation fields.
School
The Owner shiefl Provide all utilities to the School Lot. The dedication shall include e�mu
won o�'s land for umm w and we of Storm Witter Basins 5 and 10 shows on the
Application Plan, together with all temporary =gmdion emm� to allow St�wdu Basin
Stur. The
10 to be redesigned and enlarged, ifnereasnal To accommodate the School Lot s�wa
School LAft shal] be unit a an -I-wtuY school sftc� bar if the County determined the the
School Lot will not be used as an churentary Scholl sites it shall be used by life Comfy for park
and �wfioml purposes serving both the North Pointe m�unity and the region. If the
County does Hat request that the School Lol be cleficumal by the wier of D�b" 31, 2016
16 deadline may he extended by muen mutual agreement of the Owner
(Which December 31,20
and the County), or three (3) years after the mutual of the final residential building permit
within it. PrOject, the Owner shall be under no further obligation to dedicate the School Lot for
the purpose described hourcirs, but Shaby JIMMY 30, 2017, or thirty (30) days after such let=
dual contributte five hundred thousand dollars (S500,000) Inch W The County to be mod by the
County, fiar projects identified in the County's CIP maonably radmind to the needs cribs North
Pointe community, and in wait overl the Sri=] List may be unit for other Residential purposes
as approved by the Crony Ifice Bequoul by Owner for an ammdmnt to the Application Plan.
Aim ddication and before the Comfy � the Schassal Lot for a school or far park and
artional purposes, and ift-equesmt by the County, Owner shall mainutin the School Lot unflit
posers right to =elusive use of the
questrO by the County III an final do an. subject to the 0
SchmiLofforpwknOr�bmlpugmm. Such pad, and �tional purpom shall be only
than Dow shown an an appmved final she plan or subdivision plat far the area that inel udes tire
School Lot. Upon being requested by the County, Owner shall mom all me and maint�n� of
the School Lot and =ova all impmvemmu �blisbed by Owner that the County requests be
�ved. The Comfy shall not be obligated to pay Owner for any improvcmmft established by
Owner that the County Ol The deed of dedication fier the School Lot Shall provide that if
the Comfy accept tide to the School Lot and than do- call construct either - Park Or 0 Submit
within Twenty (20) years Allowing the date the Board of Supervisors approval the 2MA
Ammdmnt. than upon Owner's request Title to the School Lot shall be transferred To Owner
no ap� to opprec.
9.2 Bus SIM Tura.M. Bus Stop suit Be, Servit
(a) Owner shall ammenct ten (10) public bus crop mrwffs as sham on the
Application Plans Or o1wrwim two (2) in The �uth�ost residential sin, four (4) in the
wnmercial wines and four (4) in the other midmtial arms, mob in a kabution mutually
acceptable to Owner and the County. The bus stop turnoffs shall be approved with soon
wwmdion plans for the Princrit and bonded and constructed with the events.
(b) Upon the requee by the Comfy, Own shall warribute the total am of
wwy five thowmd dollars ($25,000) cad, fewer& the design and wm�efim of the above
gromd bus stop impmvmm� such in beardider and shelf= meeting Standards established by the
County at exch bus stop, HIM Comfy docsmtrequ� the fiands, or requesm the fonds but dom
not constract the bus stop impmvmmts by the lam of Dmmbm 31, 2015 or times (3) years
aim completion of the mad network that includes the be stop turnoffs, than subject to met.
of I= maijecret the �pmdcd funds shall, in the dissipation of the County, either be T�med
to ObVwr or applied in a project identified in the County's capital wpxovwwm pmg� within
or e4jamt to the limpon that beirefits the P.Ject.
(a) Within thirty (30) days after the introduction of public tratespeartation as
the linject, Owner shall contriboule loventy-five lhommd dollars ($25,000) cash to the Comfy to
be used for operating expenses; related to such thervice, and shall thereafter annually cantribute
Twmt�Five Thousand Dollars ($25,000) cash to the County To be wited far operating "pmms
related to such service for a period of nine (9) additional years, such that the total fil
waniffromend to the County pummi to this Section I shall not mcmd Two Hmdmd Fifty
ThourcaudDollart($250,000). iftheunparication tpublictransintationto the Pmjwtdum net
mmmmce by the later of bw (10) years after the Rowd of Supervisors appeal the ZMA
Amendment, or min (7) years after the date DI issuance offin, fast cerfificarte ofoccuponcy
firr [be fast carrousel building within the Pmjw, this Section 9.2(c) shall heacturne null and
void.
X. ACCESS TO ADJACENT PROPERTIES
10.1 Dedication ofRiehi�of�Way-Exten.i..IoP.r.12ZIE Unlcm the dedication
offoublic Mad the of well street we required in conjunction with the
appmial of a subdivision plat under Albemarle County Code 14-409 and related sections, a,
their ��os:
Ormar shall reserve the fifty (50) fool wide right-of-way, located Within the ares shown
on Sheet B and identified as a '50' R.O.W. Reserved for Future Dedication's wn=ting a right-
oftway from the famposand middle m�ft mad Him North Pohft To the moth= property line of
Tax Map 3Z Pareall 22F (1" 32-2213"1 Prior in the issumm of a building permit for
Building 32 as show an the Application Plan, Owner shall �rd in the Clerals Office of the
Cimh Court of Albemarle County, a �% irrevocable dead of dediwdon doffirsenting To public
use for road purposes, the arial labeled "50' R.O.W. Reserved for Future Dedication." O"w
acknowledges that it it is wt part of a subdivision plat approved by the County, mob flar of
definfiran must be first .Amed and appraved by the Board of Suppervisom and Kmpted by the
Board. Rush dead of dedication shall include the following wndifions: (i) thent TMP 32-22E
shall ban bun upost and TH) that prior to its use for mad purposes, there shall have boom
constructed an the land so dedicated a =it appraved by the County and accepted by VDOT for
public impor bonded for VDOI .�p�m. At the time ofthe construction ofthe access mad
serving Building 32, the Opera shall construct the intersearion curb radii or the mad serving
Il 32-22E it extend ��din of such mad for at law a minim= of a= hmdmd (100)
fast firm Hrtel Drive East. The Owner shall aim plach in the and of Such extended road, a
sign, approved by the Comfy, advising and notifying the Public that such right-of-way is the
locuse of a future road =�sion. Owner shall Want �PorarY ww�ctim =�mu
decturnined necessary by the County Engineer in allow for the road to be extended to TMP 32.
22E, which mmedon �mts shall be an Opponer's property and outside of the defamed
right-ollway, and shall be established by the apipicable site plan. No impmv=mts shall be
located within the temporary conwassition �mM until �ion of such road bas base
completed.
10.2 A�. to Tail May 32A. Spatial 2. Pemel 4 (werut Nrthwoods Mobil
Home Park Unless the dedicatim of public right�!Iway and the w�mcfion Df
such street ares required in conjunction with the approval of a Subdivision plat under Albmui
County Code § 141409 and related sessions, AT their suSvdmmx:
Owner shall reserve an arce in the 1=6. labeled I'll' R.O.W. Reserved for Future
Dedication" in the eastern mid of the main mmm=iai access mad ftm U.S. Rome 29 on Sheet
B for access to Tim Map 32A, Section 2, Fame 4 ("JIMP 32A-24"). Prim To the issuance of a
building pubarrat for Buildinif 6 or Buildings V I twough V6, mob a she" on the Application
plain wIdmv. is omeT fall recond in the Clerk's Office of The Cirwil Court of
Alls a County. a current, irrevocable deed of dedication dedicating to public use for mad
purprosids, des, am labeled "50' R.O.W. Reserved for Future Dedicatifirl" Owner acknowledges
that if it is nal plant of. subdivision plat approved by the County, such offer of dedication must
be flud myiwcd and approved by the Board of Supervisors and ariceplad by the Board. Such
dead of dedication hall include the following conditions: (i) the TMP 32A-24 shall have bail
upwal and (4) that prior to its use for mad purposes, thin shall have been vainstruched on ill
land Aft dalicated a mad approved by the C�y and accepted by VDOT for public use at
headed for VDI announce. At the time of the construct of the remadabout scromi,
Building 6 and Buildings VI thisrugh V6 the Own hall constroct the int�im curb maii
and manal �t�aim of the mad for a distance of at lent thirty feet beyond the mundabout,
The Owner shall also place at the =it of such minded mad, a sign, approved by the Cal
advising and notifying The public that such right-ofway is the location of a fuwm mad extel
Aftne deffiestim, and bcfm the nditions of the dedicaption have ban satisfied, and ifusalwasted
by die Comfy, Owner shall maintain the dedicated land unfit requested by the Coney to no
longer do so, Sol He the Console right to exclusive repar of The dedicated land far park,
mendicnt, modlor greempasor purposes. Upon being requested by the Comfy, Owastar shel
� all use it mmerce all dedicated Ind it move all impmvmmm established by
Oww (if my) the the County quests be removed. Owner shall grant tanappormy
as deternained nescessary by the Comfy Engineer to allow for the mad in be Expanded
I, TMP 32A.24, which nomadism mmmts shall be an Coal property and Outside of the
dedicated right-of-way. and shall be established by the applicable site plan. No impmvmmts
shall he located within the t=pD=y constraction �wts =61 m�cdm of such mad has
been completed.
XLSIGNATORY
12.1 Certilks, I The undersigned study that they we the only owners cribs Property,
which is the subject cribs ZMA Ammdmmt.
112 The Option. Th= proffors shall ran with the Property and emb rcfmwm to
Omw within fl� proffers shall include within its meaning, and shall be binding upach,
Goal swmmi(s) in interest and/or the d"eloper(s) of the Property Or my portion of the
prol
(sigmwm Pages Immediately Follow)
This Firstiffier Smtemmt may be signed in wwtapms and/or via facsimile with the same
full to= and affect a h'.11 signal� were original and on me dominant
Sim. ofconm.t P.rel�r Ed 611
N
B
COMMONWEALTH OF VIRGINIA
CITY OF CHARLOTTESVILLE
no ad Nourry P ll m ad the jurisdiction aliment hereby comfies that a
I Circle Feature Mmagmmt Company,
'11. Lurc�v
Ha rginia ftmwpd liability company is signed to
the foregoing Amended and Restatd Preffer Statement Istraing the date a of
2013, ukwwledgW the mine before me in my jurisdiction ethical an behalf of said I
liability company.
Gimd. yhzpdthwj�_daY-fA&wq4gTr2Ol3.
MY. PIT.
2
[Still
DAM
IRGDUA
COMMONWEALTH OF V
COUNTY OF ALBEMARLE
0 Virdesigned Newry Public , in Bud for thp af�id hereby certifies Thai
pCks;Aabs, I Grest Factors Mmagmmt Connormy,
Mmagm oflssi�leflffifl Associates, I.L.C., a Virginia limited liability company, is sigined To the
Amended mill Restated Proffer Smtm=t homing the data as of 2013.
f acknowledged the same before me in my jurisdiction aforesaid an behalf of an moved liability
company
Givm undw my hand this 13 day of lyb1fiffs, 2013.
—
My�issinexpim:
am" "MEW
CL"Ng�Pablvc
ISEA
CWWMNNRhWMqf� 1
00ybrMSsis'.-&a0A 1 Nol
MyComs, E,, 'I
C"IES LI TTED PAR H Up OF
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By: To. Linutd Fiat Iftip, I pactne,
Y Own I,
Gradeff
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I/ Date;
COMMONWFALTH OF VIRGINIA
COUNTYOFALBLIMARLE
L a =it=, ad Nowy Public for jurisdiction maremid hereby =tifim that
u
f Great Eastern Management Company,
t IF of T
armuship, are P&Hmr of CWH Properties Limited
a Irguna imited going Ammdod and Reported
Partnership, V I peanower signed to the fare
Proflear Sm�ment bearing the (We as of N;�, 2013, acknowledged the Same hat= me
in myjumdmmm aforesaid an bebalfofmid Partnership.
rivals under my hand this I*?-- day mi'Mmy4did 2013.
Nwypjbk
MM93
Mr C� EV. Morch 31, 2014
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SIZE MODIFIED
MARK TYPE LANDSCAPING ACTMITY iw.vr. SIZES(&F.) CRITICAL SLOPE
A Residential Park Landscaped grass & benches Passive 19,500 NIA
B Natural public amphitheater Grass bowl Passive 1$995 WA
C Residential Street61and Landscaped grass Passive 16.457 6,936 Lq
— PRESERVED
D Natural Valley Enhance Natural mods It benches Passive 27,923 29,370
E South Club House Recreation Area Pool and natural woods Active I Passive 46,507 65,872
F South Club House Picnic Area Play courts in natural woods Active 53,600 47,287 1 a I
MANAGED
G Exercise Pathway P� o.e®uxmem� Landscaped walk & benches Active 36.544 NIA
ion4e a..mu nea q,bq wn
H Urban Plaza (landscaped) - - PoolLanand natural
walkways A Passive 50.160 WA ❑ North Club CAub House Recreation Pool and natural woods active /Passe 50,669 64,097 ASCA CREATED/MAN
J Natural Valley Entrance and Play Area Play court in natural woods Acbvel.Passive, 11.586 12,392
TOTAL 284,981 307.063
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GREAT EASTERN MANAGEMENT
2619 HYDRAULIC ROAD
CHARLOTTESALLE, VA 22901
DAMD MITCHELL, E.I.T.
PHONE (434) 296-4109
FAX: (434) 963-2670
E-MAIL davldOsouthem-cloaslc.mm
TOWNES 517E ENGINEERING
CBRIAN C. MITCHELL. P.E.
9850 LORI ROAD. SUITE 201
CHESTERFIELD. 74 23832
PHONE (804) 742rygO
FAX: (804) 748-2590
ns«useov E-MAIL BMITCHELLOCCTOWNES.COM
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RI IVANNA DISTRICT
GREAT EASTERN MANAGEMENT
Iiil��i\i�l/:1
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Townes
SITE ENGINEERING
9850 Lori Road, Suite 201
Chesterfield, Virginia 23832
Phone:(804) 748-9011 Paz: (804) 748-2590
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PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
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LINE
TABLE
LINE#
LENGTH
DIRECTION
Ll
256.82
N73°
20'
24,03'E
L2
68.08
N36°
59'
35.41'E
L3
129.03
N48b
10'
23.81'E
L4
60.70
N32b
46'
39,13'W
L5
182.39
S36°
12'
54,91'W
L6
14.49
S36b
44'
33,25'E
CURVE TABLE
CURVE#
LENGTH
RADIUS
DELTA
C1
101.71
369.50
015.7720
C2
124.66
75.00
095.2352
C3
134.64
645.50
011.9511
C4
37.05
25.00
084.9089
C5
44.48
284,50
008.9580
C6
24.78
284.29
004.9938
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DESIGNED BY -o
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SITE SPECIFIC NOTES: SITE SUMMARY:
/ 1. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO CONSTRUCTION INCLUDING
USE: CLUBHOUSE
UNDERGROUND UTILITY CONNECTION POINTS, RECEIVING PIPE SIZES, INVERTS, AND PIPE MATERIALS
FOR UNDERGROUND STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON FINDING MAGISTERIAL DISTRICT RIVANNA
A DIFFERENCE IN FIELD CONDITIONS AND WHAT IS DEPICTED ON THE PLANS.
/ 2. CONTRACTOR SHALL ENGAGE MISS UTILITY OR A PRIVATE UTILITY LOCATION SERVICE TO MARK ALL
/ UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ZONING DISTRICT PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL)
3. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS, RELOCATIONS, NEW SERVICES, AND
TEMPORARY SERVICES WITH THE UTILITY OWNER PRIOR TO BEGINNING WORK. TAX MAPS/PARCELS 03200-00-00-02000 (PART OF)
/
4. MAILBOX LOCATION TO BE DETERMINED WITH UNITED STATES POSTAL SERVICE. / 03200-00-00-02300 (PART OF)
03200-00-00-023JO
/ O ADA NOTE: 03200-00-00-02910
r / ALL SIDEWALKS AND HANDICAP ACCESS RAMPS MEET ADA REQUIREMENTS. CONTRACTOR SHALL NOTIFY
ENGINEER OF ANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND ADA REQUIREMENTS PRIOR TO SPECIAL USE PERMIT: SP-2002-72
CONSTRUCTION.
ZONING ZMA-2000-00009
ZMA-2013-00007
ARB APPROVAL # NOT APPLICABLE
EX 20' DRAINAGE
EASEMENT PROJECT AREA ACREAGE 2.06 AC
EX VARIABLE WIDTH l / /l SANITARY SEWER _ RESERVOIR WATERSHED NORTH FORK RIVANNA - JACOBS RUN
— — — l / _ _
FEMA MAP 51003C0145D /DATED FEB. 4, 2005 /ZONE 'X'
EX 20" RAINAGE
EASEn•1E9T L3 _ _ BUILDING: 3,800 SF (TOTAL AREA)
2,600 SF USEABLE RECREATION AREA
PARKING*: BUILDING: 1 PER 125 SF USEABLE REC. AREA
ES
L2 — — — SWIMMING POOL/11AC 1 PER 125 WATER SURFACE
4545/125 = 36 SPACES
L=T WPS D=2' 23 SPACES REQUIRED (57 SPACES REDUCED BY 607)
/— — — — — — — W/ FILTER FABRIC 27 STANDARD SPACES
29 SPACES PROVIDED
2 ADA SPACES
*THE MINIMUM NUMBER OF PARKING SPACES REQUIRED FOR A RESIDENTIAL RECREATIONAL FACILITY
I � WITHIN A SUBDIVISION SHALL BE REDUCED BY THE PERCENTAGE OF DWELLING UNITS WITHIN THE
-� SUBDIVISION WITHIN ONE -QUARTER MILE OF THE FACILITY.
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- / _ _ 1. ALL PIPES ARE MEASURED
\ \\ \\ \` \\ \ \\ \\ \\ ♦\ \ \\ \-` '-� I I � i I � 1 lI / ---,` / / / / / / ____________ FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
- — — — — — — STANDARD ST-1 STEPS REQUIRED ON ALL CONCRETE STRUCTURES 4' TALL OR HIGHER
I 2 VDOT
`♦ \ \ \ \ ` \ `\ \ \ \\ \ `-_ i I 1 i 1 i 1 I i -` i , i / T-----__-_ - 3. RCP PIPE TO BE CLASS III UNLESS OTHERWISE SPECIFIED
♦ \ \ \ \ ` \ \ \ \ \ 1 1 1 1 I l-------- / / / , ------------------------. 4. ALL ROOF DRAIN PIPE FROM BUILDING TO RCP STORM SEWER SHALL BE HDPE OR EQUAL
1 1 I I I 1 1 - l `` / / / / / / / 5. ALL STORM SEWER WITH INVERTS BELOW THE NORMAL POOL OF SWM BASIN TO BE O-RING PIPE
\ \ I 1 1 -� / r _
I I I / , _
1 I 1 - --
�\ / � I i I I I 1 I l -�``/ / / � � i / / / i---'------------------ 6. BOOT CONNECTORS REQUIRED FOR ALL PLASTIC PIPE CONNECTIONS INTO STORM STRUCTURES
1 7. ANY STRUCTURE PROPOSED TO BE MODIFIED MUST BE REPLACED IN THE EVENT OF DAMAGE DURING
-------------- MODIFICATION.
I - ///////-------
\\ I IF it �\ \/ i -- ¢�3 ----
\` 1 1 I I Il / \ / i / / / i / i / I------------ - - - - - - - - - ' ---------------------------
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Structure Table
Structure Name
STRUCTURE DETAILS
STRUCTURE DESCRIPTION
1
TOP = 484.500
VDOT DI-5
INV OUT = 481.000
TOP = 485.010
3
INV IN = 480.785
DI-313-72in (6ft)
INV OUT = 480.685
TOP = 485.002
5
INV IN = 479.693
DI-313-721n (6ft)
INV OUT = 476.486
TOP = 471.000
7
INV IN = 466.000
M/H
INV OUT = 465.900
s
TOP - 465.958
EW-1
INV IN = 464.000
Storm Pipe Table
STORM PIPE
FROM STIR
TO STIR
INV IN
INV OUT
PIPE SIZE
PIPE LENGTH
Slope
2
1
3
481.00
480.78
15 IN. CL. III RCP
21.51'
1.00%
4
3
5
480.68
479.69
15 IN. CL. III RCP
99.17'
1.00%
6
5
7
476.49
466.00
15 IN. CL. III RCP
69.91'
15.00%
8
7
9
465.90
464.00
15 IN. CL. III RCP
39.72'
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Lic. No, 035724
0713112020 t
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110
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DATE ITEM w
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PROJECT MANAGER
BRLIN C. MITCHELL, P.E.
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EROSION CONTROL DEVICES AS PER VIRGINIA
1 I j I I 1 / �" _ `______ ____________ ______ _ _ _ _ _ _ _ _ _ _ -- EROSION AND SEDIMENT CONTROL HANDBOOK
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PCE ♦\ ` ' ' ' / / — CONSTRUCTION ENTRANCE
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— EROSION CONTROL
\ \ \ \ , \ \ \ N. \ \ I 1 1 I I __--_-__ `\ / / / / / T--___-__-_ _-____-_--- ___________________
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\ \\\ \`, ♦\\ \`, \ ♦\♦ `\♦\\\ ` \\\\\\ `,\���,, I 1 I I j I j i I /� l \"/ i i / i i i % -------------
— — — — — — — _______ .-,___--,-''" EROSION AND SEDIMENT CONTROL HANDBOOK
\ \\ \♦ \\ \\ \ \ \ \ \ NN \, �1 I I j I 1 j I 1 I 1 / i i i i r %- — -486t — — — — — — — — — — — -'' — — \ STD. 8 SPEC.
N
CONTROL DEVICES AS PER V N A
_________________________________
`\ \ `\ \\ \\ \\ \ ` ` `\ `\ `% I 1 Iit 1 ' I I ' 1 j l ��_l `\\ i i / i i % / i 6 � *:::: CONSTRUCTION ENTRANCE
\` ♦ \ ♦ ♦ ♦ I I I I I I it I It `\ 1111 111 /' ' 1
`, `♦ \ ♦\ �\ \\ `\ � I ' I I I I I I I I I I I --__ _____-_-_-- "_ INLET PROTECTION
\ I I I / �� / / / / / / / T______________________________ __-
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PROJECT MANAGER
BRLIN C. MITCHELL, P.E. rn
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PLATE 3.13-1 COARSE CLASS RIPRAP
� Wit:: ;`'::�1•:� :�� '•IIIII
••••••••••••••.
1 • • • • • • • • • • • • • • 1 .....• •• • • I •
• • • • • • •
• • .
CROSS
X D NAGE AREAr.•.
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'J.Y4444Y4Y: r•r•r•yr, ••r i r•••
•rr•r •ir ii•
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**COARSE AGGREGATE SHALL BE VDOTOR
PERSPECTIVE VIEW PERSPECTIVE VIEW
FENCE METAL
FENCE
OUTLETPLASTIC
Munn: amprea imm msoueuon or avow ma rostra rum name, rear aeawen, wuu'a,Th. ua•6 rump aw-•
Sherwood end Thant
SILT FENCE CUL VERT INLET
clla PROTECTION
3.08
ENOWALL
ME OF FILL CULVERT
TOE OF nU
SILT FENCE
•DISANCE 15 6' MINIMUM IF FLOW
IS TOWARD OfiKNKMENT
Flow
OPTIONAL STONE COffBINATION**
3�
now
- 25'
VDDT 13, Je] FI 36 OR ] CDHO E' WHEN ATE
CLASS I AwleP
TOR SNT FENCE M' ' HORSESHOE OE ' WHEN
NICN Ma2DCIn OF now ¢ rxPExrm
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE J.06-1
VUU' KUAU ANu WaU4'C JIANUAKu5
VA DSWC
DD TEMPORARY DIVERSION DIKE
3,09 1 11 1 � Compacted Soil
Area to be protected _ ( I ( I ( ( -Flow
�I�-I��-���II�I�I1-2 11�Ir=-.,l IIII miI1EE1I-iI1-III-��
�I I I -III -III -II 11=1 11=1 11=1 I I -III -I II I -I 11=1 11=1 11=
I 4.5' min. •I
SOURCE: VA. DSWC I PLATE 3.09-1
• CURB
• , ,
® FIL •
_ �!•�?�j���4i� ���'iOT?� '•"III
GRAVEL
aajt•• fa T•► ����' 1'r��
.f? t�yivjr:�i�1t+
FILTER
A WIRE MESH
♦1:�)
FILTERED WATER
♦1•.4�i
•nf ji -,,
SEDIMENT
CONCRETE GUTTER 1 2" CUR9 INLET
SPECIFIC APPLIL14TION
THIS
1=11�II�iIOIIfI'tIIIIIII a II����
=11
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
- GRAVEL SHALL BE VVOT 13, 1357 OR 5 COARSE AGGREGATE
SOURCE: VA DSWC PLATE 3.07-6
Silt Trap
1
Area=
1.80
acres
Wet Volume Req'd
3256
cf
Dry Volume Req'd
3256
cf
Bottom L =
37
ft
Bottom W =
19
ft
Wet Depth =
3.0
It
Dry Depth =
2.0
ft
Wet Volume Actual
3269
cf
Dry Volume Actual
3689
cf
Stone Outlet L =
11
Ift
Side Slopes=
2 :1
Bottom Elev =
459.0
Top Width=
38.5
Top Le the:
57.0
SOURCE: VA. DSWC PLATE. 3.13-2
IP SILT FENCE DROP INLET
3.07 PROTECTION
2 X 4' WDDD FRAME
DROP INLET
WITH Glb1TE
1.5' MAIL FRAME
GAINER
U _^ EXCESS
U AT CORNERS
��
PERSPECTIVE VIEWS
STAKE J j�
FABRIC
I U R llll � I AIIN
ELEVATION OF STAKE AND M�
FABRIC ORIENTATION DETAIL A
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLIC4BLE WHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual. 1988 PLATE 3.07-1
TABLE 3.31-C
TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES
SEEDING RATE
NORIO
SOUTHb
PLANT
311
5/1
8/15
2/15
5/1
9/1
SPECIES
CHARACTERISTICS
Acre
1000 ft2
to
to
to
to
to
to
4/30
B/15
11/i
4/30
9/1
11/15
OATS
3 bu. (up to 100 Its,
2 lbs.
X
-
-
X
-
-
Use spring varieties (ag. Noble).
Aura maw
not less Man 50 Ibs.)
RYE'
2 bu. (up to 110 tbs.,
2.5 Ibs.
X
-
X
x
-
X
Use for late fall seeding•, winter
(Sense canals)
not less than 50 Ibis)
cover. tolerates cold and low
moisture.
GERMAN RYEGRASS
50 Its.
approx. 1 Its
-
X
-
-
X
-
Warm -season annual. Dies at first
(da Itdke )
Seta
frost. May be added to summer
Y
mixes
ANNUAL RYEGRASSc
60 lb..
1 )1 Its.
X
-
X
x
-
X
May be added in mixes. Will
VImulti-flarum)
I
mow out of most stands.
WEEPING
15 Its.
5 Ye are,
-
X
-
-
X
-
Warm -season perennial. May
bunch. Tolerates hat, dry slopes
LOVEGRASS
and acid, infertile sags. May be
(Erogroste curwlo)
added to mixes.
KOREAN
25 Its.
approx. 1 Y2 Its.
X
X
-
x
X
-
Warn seasonal annual legume.
LESPEDEZAC
Tolerates acil soils. May be
(Leapetlers elqulacea)
added to mixes.
a Norther Piedmont and Mountain region. See Plate 3.22-1 and 3.22-2.
b Southern Piemont and Coastal Plain.
a May be used as a cover crop with spring seeding.
d May be used as a cover crop with fall seeding.
X May be planted between these dates.
- May nAt be planted between these dates.
TABLE 3.32-D
(Revised June 2003)
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
SEED'
LAND USE
SPECIES
APPLICATION PER ACRE
i
Tall Fescuel
95-100%
Commercial or Residential)
Perennial Ryegross
Kentucky Bluegrossl
0-5%
0-5%
TOTAL' 175-200 its.
Itch Maintenance Lawn
Toll Fescuel
TOTAL 2DO-250 Its.
Tall Fescue
128 lbs.
General Slope (3:1 or less)
Red Top Grass or Creeping Red Fescue
Seasonal Nurse Crop2
2 Its.
20 Ibs
TOTAL 1501bs
Tall Fescuel
iGB Ibs.
Low -Maintenance Slope
Red Top Gross or Creeping Red Fescue
2 Ibs.
(Steeper Man 3:1)
Seasonal Nurse Crop2
20 Ibs.
Gownvatch3
20 Its.
TOTAL 150 Ibis
1 - When selecting varities of turfgrass, use the Virginia Crop Improvement
Association (VCIA) recommended turfgrass variety list. Quality seed will bear a
table indicating that they are approved by VCIA. A current turgfgrass variety list
Is ovalable at the local County Extenstion office or through VCIA at
804-746-4884 or at http://wdon.cses.vt.eduAtmi/Turf/turf,/publications2.htmi
2 - Use seasonal nurse crop in accordance with seeding dates as stated below:
February 16th through April .................................................... Annual Rye
May let through August 15th............................................... Foxtail Millet
August 16th through October ................................................. Annual Rye
November through February 15th .............................................Winter Rye
3 - Substitute Sericeo lespedezo for Crownvetch east of Formville, Va. (May
through September use hulled Sericeo, all other periods, use unhulled Sericea).
If notpeo is used increase rate to 30 Ibs./acre. If Weeping Lovegrass is used,
include in any slope of low maintenance mixture cluing warmer seeding periods,
increase to 30 - 40
CONSTRUCTION NARRATIVE
THIS PROJECT INVOLVES THE CONSTRUCTION OF A CLUBHOUSE THAT IS PART OF
THE OVERALL NORTH POINTE DEVELOPMENT.
THE EXISTING SITE IS HAS BEEN CLEARED AND GREADED WITH NORTH POINTE
SUBDIVISION SECTION I . THE SITE SLOPES TO TIE EAST T TO A CULVERT THAT WAS
PROPSOED WITH NORTH POINTE SUBDIVISION SECTION 1.
ADJACENT AREAS
THE SITE IS BORDERED BY TIRE ROADS THAT WERE PROPOSED WITH NORTH POINTE
SECTION 1, ROCKY CREEK DRIVE, NORTHPOINTE BOULEVARD AND NORTRF'ORK
DRIVE TO NORTH WEST AND SOUTI I AND IS BORDERED BY A RESIDENTIAL LOT
PROPOSED WITH NORTHPOINTE SECTION 1 TO THE EAST.
OFFSITE AREAS
THERE IS NO OFFSITE WORK PROPOSED WITH THIS PROJECT.
SOII,S
THE SITE IS CHARACTERIZED BY ELIOAK LOAM AND GLENELG LOAM.
CRITICAL AREAS
THIS SITE IS SET UP TO DRAIN TO A SEDIMENT TRAP WHICH WILL BE MAINTAINED
UNTIL THE SITE IS STABILIZED.
THE SITE CONTAINS STEEP SLOPES THROUGHOUT THE DISTURBED AREAS.
THESE DISTURBED AREAS WILL NEED TO BE SEEDED AND STABILIZATION ACHIEVED
TO PREVENT EROSION FROM OCCURRING AS THE WORK PROGRESSES. THE
CONTRACTOR SHOULD ALSO TAKE CARE. TO KEEP CONSTRUCTION ENTRANCES IN
GOOD WORKING CONDITION IN ORDER TO NOT TRACK MUD ONTO EXISTING
ROADWAYS.
EROSION AND SEDIMENT CONTROL MEASURES - PHASE I
1 - ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED,
MAINTAINED AND REMOVED IN ACCORDANCE WITH THE CRITERIA AND GUIDELINES
CONTAINED IN THE CURRENT EDITION OF THE VIRGINIA EROSION & SEDIMENT
PERMANENT STABILIZATION
THE CONTRACTOR SHALL PROVIDE GRASS STABILIZATION ON ALL DENUDED AREAS
PRIOR TO TURNOVER OF THE PROJECT TO THE DEVELOPER. SEED SHALL BE APPLIED AS
DICTATED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
STORMWATER RUNOFF CONSIDERATIONS
FOUR RMPS HAVE BEEN DESIGNED TO COLLECTIVELY ADDRESS TIC WATER
QUANTITY ASSOCIATED WITII TIIIS RESIDENTIAL DEVELOPMENT, THE FUTURE
APARTMENT SITE, A PORTION OF THE FUTURE RESIDENTIAL SECTION EAST OF THIS
SECTION WITH NORTHPOINTE SECTION 1 AND THE CLUBHOUSE. T'I-IE POST
DEVELOPMENT RUNOFF WILL BE CONTAINED ONSITE IN TWO RETENTION BASINS AND
TWO BIO-RETENTION FILTERS THAT ARE DESIGNED TO MAINTAIN A STORM POST -
DEVELOPMENT RUNOFF RATE THAT IS LESS THAN THE STORM PRE -DEVELOPMENT
RUNOFF RATE FOR THE APPLICABLE SITE AREA. MS-19 FOR THE CLUBHOUSE IS
ACHIEVED BY THE EXISTING CULVERT INSTALLED UNDER FUTURE ROCKY CREEK DRIVE
TO DEMONSTRATE THE 10 YEAR STORM WILL BE CONTAINED WITHIN THE SYSTEM.
MAINTENANCE
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED
DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SITE INSPECTIONS SHALL BE
CONDUCTED AS SPECIFIED IN VARIO-PART II-F. ATTENTION WILL BE GIVEN TO THE
FOLLOWING ITEMS:
a. SEDIMENT TRAP WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THI
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
C. SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT
LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE
MADE IMMEDIATELY. SEDIMENT DEPOSIT SHOULD BE REMOVED AFTER EACH
STORM EVENT ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
D. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP
THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY
SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE
REPLACED.
E. DIVERSION DIKES SHALL BE INSPECTED AFTER EVERY STORM EVENT AND
REPAIRS MADE TO THE DIKES, FLOW CHANNELS, OUTLET OR SEDIMENT TRAPPING
FACILITY, AS NECESSARY. ONCE. EVERY TWO WEEKS, WHETHER STORM EVEN
HAS OCCIIRRE,D OR NO Era I HE MEASURE SHALL BE. INSPEC FED AND REPAIRS MADE
IF NEEDED DAMAGES CAUSED BY CONS FRUC'I ION TRAFFIC OR OTHER ACTIVITY
MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY.
CONTROL HANDBOOK.
2 - PERMANENT OR TEMPORARY SOIL STABILIZATION SHAI.L BE APPLIED TO
DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY
DUST CONTROL
PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN
THE FOLLOWING TEMPORARY DUST CONTROL MEASURES SHALL BE USED DURING
SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL
CONSTRUCTION:
REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT
- VEGETATIVE COVER: IN AREAS SUBJECT TO LITTLE OR NO CONSTRUCTION
STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR
TRAFFIC, A VEGETATIVE STABILIZED SURFACE WILL REDUCE DUST EMISSIONS.
MORE THAN ONE YEAR.
- MULCH: NOT RECOMMENDED FOR AREAS WITHIN HEAVY TRAFFIC PATHWAYS.
3 - WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC
- IRRIGATION: SITE TO BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET.
ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
REPEAT AS NEEDED. IT OFFERS FAST PROTECTION FOR HAUL ROADS AND
(VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
OTHER HEAVY TRAFFIC ROUTES.
TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED
EROSION AND SEDIMENT CONTROL MEASURES - PHASE II
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
1 - ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED,
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
MAINTAINED AND REMOVED IN ACCORDANCE WITH THE CRITERIA AND GUIDELINES
REMOVED IN THIS MANNER.
CONTAINED IN THE CURRENT EDITION OF THE VIRGINIA EROSION & SEDIMENT
4 - UNDERGROUND I YFILITY LINES SHALL BE INSTALLED IN ACC01WANCE WITH THE
CONTROL HANDBOOK.
FOLLOWING STANDARDS IN ADDITION TO OTHER APPIICABLE CRITERIA:
2 - PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO
A - NO MORE THAN 500 LINEAR FEET OF TRENCI I MAY BE OPENED AT ONE TIME.
DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY
B - EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN
TRENCHES.
SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL
C - EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND
STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEE I DORMANT FOR
DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS
MORE THAN ONE YEAR.
OR OFF -SITE PROPERTY.
3 - WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC
D - RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE
ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT B 1'
REGULATIONS.
(VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
E - APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED
5 - ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED BY
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ENVIRONMENTAL ENGINEERING IF WARRANTED BY FIELD CONDITIONS.
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
6 - THE TEMPORARY SEDIMENT TRAP SHALL NOT BE REMOVED UNTIL APPROVED BY
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
ENVIRONMENTAL ENGINEERING.
REMOVED IN THIS MANNER.
7 - A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT PRIOR TO ISSUANCE OF
4 - UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
A LAND DISTURBANCE PERMIT.
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA-
8 - AT THE TIME OF THE PRE -CONSTRUCTION MEETING, TWO STANDARD SIGNS MUST
A - NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONETIME.
BE INSTALLED ON EACH SIDE OF THE CONSTRUCTION ACCESS. THESE SIGNS SHOULD
B - EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
STATE EITHER "CONSTRUCTION ENTRANCE AHEAD" OR "TRUCKS ENTERING
TRENCHES.
HIGHWAY".
C - EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT'IRAPPING DEVICE, OR BOTH, AND
CONSTRUCTION SEQUENCE TO BE AS FOLLOWS:
DISCHARGED A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS
I. THE OWNER MUST GIVE THE COUNTY INSPECTOR 48 HOURS NOTIFICATION TO
OR OFF -SITE PROPERTY.
SCHEDULE A PRE -CONSTRUCTION MEETING THAT WILL BE HELD AT COUNTY
D - RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE
OFFICE BUILDING LOCATED AT 401 MCINTTRE ROAD FOR THE ISSUANCE OF A
REGULATIONS.
LAND DISTURBANCE PERMIT.
E - APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
2. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST ATTEND THE PRE-
5 -ADDITIONAL EROSION CONTROL MEASURES MAY RE REQUIRED BY
CONSTRUCTION MEETING.
ENVIRONMENTAL ENGINEERING IF WARRANTED BY FIELD CONDITIONS.
3. INSTALL CONSTRUCT10N ENTRANCE ON THE ENTRANCE AS SHOWN.
6 - THE TEMPORARY SEDIMENT TRAPS OR SEDIMENTBASIN SHALL NOT BE REMOVED
4. CLEAR PRELIMINARY LIMITS OF DISTURBANCE AS NEEDED TO INSTALL SEDIMENT
UNTIL APPROVED BY ENVIRONMENTAL ENGINEERING.
TRAP.
7 - A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT PRIOR TO ISSUANCE OF
5. INSTALL SEDIENT TRAP.
A LAND DISTURBANCE PERMIT.
6. CLEAR PRELIMINARY LIMITS OF DISTURBANCE IN THIS AREA AS SHOWN
8 - AT TIIN TIME OF THE PRE -CONSTRUCTION MEETING, TWO STANDARD SIGNS MUST
NECESSARY TO INSTALL ASSOICATED TEMPORARY DIVERSION DIKES AND SILT
BE INSTALLED ON EACH SIDE OF THE CONSTRUCTION ACCESS. THESE SIGNS SHOULD
FENCE TO DIRECT RUNOFF TO SEDIMENT TRAP.
STATE EITHER "CONSTRUCTION ENTRANCE AHEAD" OR "TRUCKS ENTERING
7. INSTALL ALL DIVERSION DIKES AND SILT FENCE
HIGHWAY".
S. CONTRACTOR SHALL CLEAR SEDIMENT TRAP OF SEDIMENT THAT BUILDS UP
OVER TIME AND PERFORM ANY REPAIRS NEEDED FOR THE TRAP TO FUNCTION
PROPERLY.
9. AFTER THE INSTALLATION OF SEDIMENT TRAP AND OTHER INITIAL EROSION
CONTROL (EC) MEASURES, THE COUNTY INSPECTOR AND CRLD MUST MEET TO
INSPECT EC MEASURES BEFORE PROCEEDING TO PHASE II.
CONSTRUCTION SEQUENCE TO BE AS FOLLOWS:
1. CLEAR AND GRUB TO FINAL LIMITS OF CLEARING.
2. BEGIN SITE GRADING OPERATIONS.
3. BEGIN BUILDING PAD AND BUILDING CONTRUCTION.
4. INSTALL STORM SEWER PIPES AND STRUCTURES, INSTALLING INLET PROTECTION
FOR THE DRAINAGE INLETS AS PROGRESSION OCCURS.
5. INSTALL CURB AND GUTTER, STONE, AND PAVEMENT.
6. SEED ALL DENUDED AREAS.
ONCE LAND DISTURBANCE AREAS HAVE BEEN FULLY STABILIZED, CONTRACTOR
SHALL REMOVE SEDIMENT TRAP AND OTHER EC DEVICES UPON APPROVAL OF
ENVIRONMENTAL INSPECTOR.
In accordance with Minimum Standard 19 of the Erosion and Sediment Control Regulations, adequacy ofreceiving channels aspires must be verified by
addressing one of the following Adequacy Situations:
A. The drainage area from the project at the discharge point is less than or equal tome percent (1%) of the total drainage area at the discharge point. (Project
Drainage Area and Total Drainage Area are required),
Or
B. Natural channels must be analyzed to demonstrate that (1) the two-year storm will not overtop the channel banks and (2) the two-year storm will not cause
erosion of the channel bed or banks (Q,N, Qy and Vx are required)
Or
C. Man-made cbannels rust be analyzed to demonstrate that (1) the tm-year storm will not overtop the channel banks and (2) the two-year storm will not
cause erosion of the channel bed or banks, m (3) the 10-year storm will not cause erosion of the channel bed or banks fin improvements within CmmTy
Drainage Easements (Q,,, Qro. and V2/ Vno are required),
or .
•D. • Pipes and storm sewer systems must be analyzed to demonstrate that the ten-year storm will be contained within the system (Qcapacity, QIa and hydraulic
I. jr'Ad£i"ledc1djU 4sjLelegUnfdL............ ...........................
Or
E. Runoff is discharged thm'ough an energy dissipater where flat poorly drained topography exists within the limits of the 100-year floodplam. RPA, or
Wetland and when acceptable velocities are demonstrated. A formal written variance request must be submitted to and approved by Env. Eng.
Or
F. The pre -development nuciff rate is maintained by methods other than onsite detention for the Q2(natural) or Quo (man-made) storm event during the same
storm event discharging into an adequate annual or man-made conve antes stern If not adequate, a fm'mal wl'ittm variance request
post -developed 8 8 el Y Y q - el
must be submitted to and approved by Env. Eng.
Or
G. The pre -development runoff rate has been achieved via onsite detention. A form al written variance request must be suInndIred to and approved by
Env. En
Or
H. A combination of the above methods to include detention and drainage improvements, or other nneaves acceptable to Environmental Engineering to
prevent downstream erosion. (A formal written variance request must be submitted to and approved by Env. Eng. )
Discharge Point
Adequacy
Situation
Project
Drainage
Area
Total
Drainage
Area
Qx„ed,y
Q2
Qno
V2
V10
Cross Section Profile, DA
Map and Calculations
Shown on Sheet
X-Section A
D
1.80 AC
8.97 AC
175.94 CPS
N/A
24.89 CPS
NIA
15.2 FPS
C-6
BRIAN C. MIirCHELI
Lic. No, 035724
,a 0713112020
DATE
REVISIONS
DATE
07-31-2020
SCALE
NOT TO SCALE
BRLIN C. MITCHELL, P.E.
BCM / LEN
201
C -
SOURCE: VA DSWC
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ASK US HOW
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
Midlothian, Virginia 23114
ne:(804) 748-9011 Fax: (804) 748-2590
Company Website: www.cctownes.com
This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Q 2020 Townes Site Engineering
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I
INITIAL BACKFILL
BEDDING
3 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
)
41 INITIAL BACKFlLL 4 MI
UNSTABLE 8" B" B" e"
SD L\ MIN MIN. MIN MIN. #68 STONE
r �` :GRANULAR FILL AS
�APPROVED BY ACSA
__6 CRI STABLE SOIL OR ROCK'
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
2016 ROAD & BRIDGE STANDARDS
1/5 BEND
U44
NOTE
NO SWEATED FITTINGS
rlDUAL SERVICE
SINGLE SERVICE
NOTE
1) SADOIES SHALL BE USED ON PVC PIPE
O
V COMPRESSION z 3/4' MALE PIPE COUPUNG
OR APPROVED EOJA
FOR USE ON ATTACHED SINGLE FAMILY
RESDENTA SERMCES OR DUAL RESIDEMIAL
AND IRRIGATOR SERM05.
b
^MIPRE59aM x 3/4' MILE PIPE OOUPLNG
PPROWD EQUAL
'OR USE ON DETACHED SNGLE FAMILY
RESIDENTIAL SERNCE MORE AN IRRICATON
PETER IS NOT PROVIDED.
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-6A
A EW-1,1A
n I I
SHAPE TO BE
BEVELED --------
WITH MORTAR FLOW
DO NOT c
BEVEL e
INVERT D
F --
C
NOTES) 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE
ENDWALL WOULD PROTRUDE MOVE SHOULDER LINE.
S. BEVEL EDGE IS REWIRED ON THE FEADWNl AT THE INLET END OF THE
IN NO CASE SHALL TOP OF ENDWALL PROJECT MOVE FILL SLOPE,
CULVERT (WHERE THE FLOW ENTERS THE CULVERT).
DITCH SLOPE, OR SHOULDER.
].HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE
2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
EDGE OR BEVEL EDGE.
3. ALL CAST N PLACE CONCRETE TO BE GLASS AS. FOR PRECAST SEE
8.ON SHALLOW FILLS, WHERE ENIWALLS ME I' OR LESS BELOW SkKULOER
SHEET 101.02.
UNE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE
GRADE OF THE ROM.
4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL
SKEWS(0"TO 45").
9. %11 CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION.
5. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT
WITH INVERT OR WINGWAIS OCCUR
EW-1
EW-M
ENDWALL FOR CIRCULAR PIPE
DIAMETER OF PIPE CULVERT
12"
15"
UP-
21" OR 24"
T' OR 30'
" OR 36'
A
0'-8"
0'-8"
0'-9"
0'-11"
11-0..
11
B
0'-11"
T_T.
T_y
I.-S..
T_g„
2._O"
C
1._4"
T_y-
11_9"
2_2"
2,_g"
2'_1"
D
1,_O"
p_3„
1._g"
2,_0"
2,_
3'_0"
F
0'-6"
0'-8"
0'-8"
0'-9"
0'-e"
O'-9"
H
2'-3"
2'-11"
3'-2"
3'-9"
4'-3"
4'-9"
L
4'-0"
5'-0"
6'-0..
8'-0"
lo.-0"
12'-0"
O
000-1i0'-2"
3Yi
O'"/'
OO'-.-33j.'i. '
-t
-}/'
0'-lV,"
O._2.b
0'-1
CUBIC YARDS OF CONCRETE
C014C. PIPE
1 0.241
1 0.492
1 0.697
1 1.319
1 2.067
2.947
C.M. PPE
1 0.257
1 0.521
1 0.739
1 1.398
1 2.19E
1 3.145
ENDWALL FOR ELLIPTICAL PIPE
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN z RISE)
23"x14"
30"z10"
34"x22"
38"x24"
421-x27"
45"z29"
49"z32"
53"x34"
A
0'-8"
0'-9"
0'-D"
0'-11"
0'-1T'
II
T-0"
B
11-2"
1'-5"
1'-8"
1'-e"
T-W.
1'-10..
T-11"
1'-W,
C
?-8"
1'-11"
2'-l"
2'-4"
2'-5"
2_7"
2'-8"
2'-9"
D
V-2"
T-7"
1'-10"
2'-O"
2'-3"
2'-5"
2'-6"
T-10"
F
O.-B.,
O'_g..
O._'.
O.-Ill.
O,_g"
O,_g"
p.p.
O._g..
H
2'-10"
3'-3"
3'-T'
3'-0"
4'-0"
4'M4'-5'4'-7"L
S'_5"
7'-2'
8'-6"
W-2"
10'-2'
10
P-11"
2'-10"
3'-2"
3'-8"
3'S
0'-21/z"
0'-31/i'
0'-3Y,"
0'-4"
O'-4%z"
0'-ab
0'-2"
O'2/2"
0'-2Y,"
0'_3"
O-3/i
0'-
CUBIC YARDS OF CONCRETE
CONC.PIPE 1 0.502 0.855 1.238 1.500 1.811 2.01 2.512 2.001
SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS �VDOT
REFERENCE
ROM AND BRIDGE STANDARDS
105 12" 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET i OF 1
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
m.01
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
NOTES)
1. THIS REM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 F CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
(ALONG FACE OF CURB) WILL BE PAD FOR AS
RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
3" (2V DEPTH) N ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.
NO MJUSYMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR M INCREASE IN DEPTH.
5, CG-2 IS TO BE USED ON ROADWAYS MEETING
THE REOUIREMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDOT ROM DESIGN MMUK,
IN THE SECTION ON CS URBAN STANDARDS.
2" RADIUS
D.; m
D. SURF,
BASE
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
R
SURFACE
BASE
CG-2
STANDARD 6" CURB ROM Mo BRIDGE sTANDMOS
105 REVISION DATE SHEET L OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
zoom
2016 ROAD & BRIDGE STANDARDS
TD-10
EMBEDMENT 8"MIN
SPRING LINEO
OF PIPE
NO. 68 STONE - -
REMAINING BACKFlLL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INITIAL BACKFlLL*
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" min
-FOUNDATION SHALL BE
REQUIRED WH N SOIL
CONDITIONS ARE UNSTABLE
NOTE
1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE,
2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
2016 ROAD & BRIDGE STANDARDS
SEE STMDMTD SL-1 FOR APPLICABILITY OF SAFETY SLABS B
STANDARD MH-1
NOTE, 1
FRAME M COVER
M TOP OF MASONRY IS TO BE LEFT
SUFFICIENTLY LOW TO PERMIT PROPER L
ADJUSTMENT OF COVER AND FRAME TO
GRADE BY THE USE OF MORTAR OR
m
BRICK AS DIRECTED BY THE ENGINEER.
U
-i5P,21 1,
i�,IF
o
PP FLAT SLAB TOP AS DETCLED
32
ud
ON STANDARD T-MH-2 MAY B`
SUBSTITUTED FOR TAPERED
in
SECTION WHEN APPROVED BY
.;r THE ENGINEER.
ST-1 •�.
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
45"
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD-34
HALF PLAN VIEW
MH-1
B
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
BRICK CONCRETE
NOTES
L QUANTITIES SHOWN ARE FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
OBTAIN TRUE QUANTITIES.
2. A BASE THICKNESS OF 9' WAS USED N
COMPUTING CONCRETE QUANTITIES.
3. INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT OF DEPTH.
4. MATERIALS MAY BE BRICK CONCRETE OR
APPROVED CONCRETE MA14RE BLOCK.
S.IF BLOCKS ME USED THE MINIMUM
THCKNESS OF SAME IS TO BE
OTHER L THICKNESS IRE N COKORM
TO WILL THICKNESS SHOWN FOR
CONCRETE.
6. ALL CONCRETE TO BE CLASS M
7. WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SHAPED N
ACCORDANCE WITH STANDARD IS-1.
THE COST OF FURNISHING AVID PLACING
ALL MATERIALS INCIDENTAL TO THE
SHAPING IS TO BE INCLUDED N THE BD
PRICE FOR THE STRUCTURE.
SPECIFICATION
REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROM AND BRIDGE MDMDS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5
106.01
TABLE OF QUANTITIES
DEPTH
BRICK MANHOLE
CONCRETE
MANHOLE
BRICK
I CONCRETE
CONCRETE
FEET
THOUSANDS
CU. YARDS
CU. YARDS
4
0.5
0.755
1.437
5
0.7
0.785
1.699
6
0.9
0.785
1,961
7
1.0
0.785
2.223
8
1.2
0.785
2.485
9
1.4
0.785
2.747
D
L6
0.785
3.009
11
1.9
0.970
3.455
12
2.2
0.970
3.017
13
2.5
0.970
4.179
14
2.8
0.970
4.541
IS
3.1
0.970
4.903
16
3.41
0.970
5.265
9
4.0
1.173
6.032
INCREMENT
1 0.45
0.562
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
NOTES)
CG-6
1. T14S ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST N PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB 6 GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB 6 GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
SM LAYER, THE BOTTOM OF THE CURB 6 GUTTER
OF SUBBASE COURSES AND TO PARALLEL TO COPE
THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CO-6
IS BASED ON ROADWAY CLASSIFICATION AND
R THE GROADDDDESIGAS N MANUAL IN APPENDIX
HE SEECTION F
ON CIS URBAN STANDARDS.
. D
m
•
n
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"
>
.
.
..
..
o.e
..
,
.
"•e
A.D
A.e
0.IN
>'D
A
D.
D
-- D_
--�
A
BE OF CONCRETE CONTRACTOR
REFE COMBINATION 6" CURB AND GUTTER
ROM MD BRIDGE STANDARDS
105 REVISION DATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
2016 ROAD & BRIDGE STANDARDS
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
1'-O" MAX
RUBBER COATED STEEL
I,
STEPS CAST IN PLACE
3'-0'
MIN
PRECAST REINFORCED
yL
CONCRETE SECTIONS
12"
MIN
"0" RING SEALS
4
16"MMAX
MINIMUM ELEVATION
T
DIFFERENCE ACROSS M.H. 5"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH of FLOW CONCRETE
FILLETS
VARIES
CHANNEL TO BE
3 4 DIAMETER OF
CONTRIBUTING
.a
-- =•-L--
SEWER.
If
' •
12"
A FILLETED INVERT OR A SM00
g .!
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
MIN. 6" BEDDING
NOTE
W/ NO. 66 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN
IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT
FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS
TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE
SECTION
SHOWING BRANCH
TIE-IN
SECTION A -A
N.T.S
FIG. S-I-A
TD-25
2016 ROAD & BRIDGE STANDARDS
THE LETTERS V.D.O.T. ARE OPTIONAL
F USED THE LETTERS ME TO BE
CAST N THE DEPRESSION IN TOP OF
COVER 1" WIDE RASED $" HIGH AS
SHOWN.
❑❑❑❑
A
A
0000000
V. D. 0. T.
❑
LETTERING
OPTIONAL
O ❑ ❑ ❑ ❑
❑ ❑ ❑
APPROXIMATE WEIGHT
CAST IRON
TOP
FRAME 239 1 12 LEIS.
COVER 137 ± 7 LBS.
SECTION B-B BOTTOM
�VpEOT SPECIFICATION
ROM AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE
SHEET 2 OF 5 REVISION DATE 224
VIRGINIA DEPARTMENT OF TRANSPORTATION 302
106.02 302
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
CG-12
A DOWELS, B" LONG -� PERMISSLLE t
AT 12" C-C 5'MN. JONTCONSTRUCTION AWN
p 12-1 MA%
y 121 MAX i
9L 2
RAP � RAMP
(SEE AS (SEE TABLE)
ATRLMCATED DOMES
12:1 MM
SEE STEET 1 OF 5 FOR DETAILS
5'-0" MN
SHAPE TO MATCH FACE
BACK OF CURB
OF ROADWAY CURB
+a
WITH BUFFER STRIP
20:1
48 :1
5'MH
%.
MMIN.
i�
77n
SECTION A -A
n
I
WITHOUT BUFFER STRIP
- PERMISSIBLE
CONSTRUCTION
JOINT
�
O
S
t
41
SECTION B-B -H
CROSSWALK
NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 5.
THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT
IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION
SLOPE.
WITHIN CROSSWALK
TYPE B PARALLEL
APPLICATION
ROADWAY GRACE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
0
4
16
1
5
1 ]
2
5
8
3
6
9
4
8
12
5
10
15
6
14
15
\VEJOT
ROM AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE
203.07 07/i6
FERFENNOULM KI
y, NTN
CROSSWALK MAREA.
'Un
D
CURB
a'BLFFER STRIP
5SIDEWALK L,NBwG aen OAK. DIAGONAL PLACEMENT
SLOPE
LWIDNC 4B1 NNL LIMING 48,1 MAX.
SLOPE SLOPE
1 CURB
MP% 5'MIN Its
q 1 T CROSSWALK "2'I
* R WO* CROSSWALK 12.,
p0 RE E CURB n N n GARB
WITH BUFFER STRIP 0
WITHOUT BUFFER STRIFY
CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
REFERENCE
TYPE B (PARALLEL) APPLICATION Nos
VIRGINIA DEPARTMENT OF TRANSPORTATION 502
2016 ROAD & BRIDGE STANDARDS
TO BE USED FOR ALL STORM SEWER PIPES ASSOCIATED WITH THIS PROJECT
NO PROJECTION OF PPE ABOVE GROUP LSE
ICI► or ILL
top or FLL
TOP Mr 116,6-
r ai011TD LIE
i1PRD IRE s
OOOMO LIE_:
-
EARTH
EARTH
"a
'°`
o
iD0 N6
-
NATIONAL
t
/ �
IM. Vw) D
t/O D ",
X D x BEIOND
NATL161L
% 0 x w
- MA'=PIA
% D I
PER T OF HI
e . MA2 74'
FOUNDATION SOFT, YIELDNG, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
W. LD x 0 LOLL 1.D 4 0
WIN ID K O YA L R OPC
to R 111. 0 R O
TOP OF FLL
TDP DE FLL
r TOP OF ML
i
MOUNDf
r j/jay j a
"
TH
wyvo D - / Ll7 '�`-RwoarELiYrwt
; r
wl. V10 x O % MATGIIL
SOIL
TT O< tiN % 0 %
W. V10 D •_
-EAR,
MN 6", RFOOPD
MAATTEAk
MALL 24• MATERIAL
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
BELOW
NOTES:
® SF 3NA0'2M OFF THE ROAD ABRIDGE
SPECIFICATIONS
PRIME. OUTS OF THE CLASS I BKIFLL NATEfLAL S-ALL FE
FXTT PLED
T D
L%1EJU'D i0 Q" A60YI THE TOP 0/ IOC EPL
CLASS B.A.IOZL OFT- . M ACME)
MTN CTIOO JD2 OF ROM NO 96CE
BROKE
SING 110HIS AND sionowL MOTES OM PPE warts SEE WETALLATOW DF PFE CV.vER`5
AND 3/UW $LWERS .ibERA MOTES (yl Smut OT.ODrLL.
1E011 ACCORDANCE
302 OF rAE1 A
WITH XN .SD2 W THE ROM AND BRRX)F CRUSHED QA55 COKORMIHC TOM SITE REO'iREMFNTS FOR FR STR R.M
SPEC* TOOK A CI ECATE SUDE 27 AND 26 MAY BE USED N PI OF CLASS I 91CR5L_
r-77EMBANKNENT
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
ti>FCf CA RTF
lE�FFR�IM.F
ROM AND BRIDGE
DDe STAtt)ARDS
CIRC. PIPE BEDDING AND BACKFlLL - METHOD "A"
M2
sllftET , w .
REVts%xM DATE
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DATE ITEM LLI
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DATE \ I N
07-31-2020 J
SCALE l
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PROJECT MANAGER
r
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BRIAN C. MITCHELL, P.E.
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DESIGNED BY
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PERFORMANCE -BASED WATER QUALITY CALCULATION APPENDIX 51
PERFORMANCE -BASED WATER QUALITY CALCULATION APPENDIX SO
4. Calculate the pollutant load removed by the proposed BMP(s):
Worksheet 1
Worksheet 2 : Situation 2
Lremoved =
EffBMP x LBMP (Equation 5-24)
Page 1 of 3
Page 1 of 4
Where: Lmm°red =
Post -development pollutant load removed by proposed BMP
STEP 1 Determine the applicable area (A) and the post -developed impervious cover
Summary of Situation 2 criteria: from calculations procedure STEP 1 thru STEP 3, Worksheet 1:
(pounds per year)
(Ipost)
EffBMP =
pollutatn removal efficiency of BMP (expressed in decimal form)
Applicable area (A)* = 83.34 acres
Applicable area (A)* = 83.34 acres
LBMP =
relative post-devlopment total phosphorus load entering
Post -development impervious cover:
(post=(total post -development impervious cover/A) x 100= 43%
proposed BMP (pounds peryear)
Structures = acres
parking lot = acres
* The area subjectto the criteria may vary from locality to locality. Therefore,
1
Lremoved/BMPI =
65 x 21.516 = 13.985 pounds peryear
roadway= acres
consult the locality for proper determination of this value.
other:
Iwatershed = 1fi%
Lremoved/BMP2 =
50 x 1.820 = 0.910 pounds peryear
= acres
I total post -development impervious cover/ A) x IOC 0%
lexisting P P p
= acres
Total = acres
lexisting 0% < Iwatershec 16%
Lremoved/BMP3 =
65 x 48.815 = 31.730 pounds peryear
Ipost 43% > Iwatershec 16%
(post=(total post -development impervious cover A) x 100= 43%
Lremoved/BMP4 =
50 x 1.411 = 0.705 pounds peryear
STEP 4 Determine the relative pre -development pollutant load (Lpreb
* The area subject to the criteria may vary from locality to locality. Therefore,
5. Calculate the total pollutant load removed by the BMP(s):
consult the locality for proper determination of this value.
Lpre(watershed)=[0.05+(0.009xlwatershed)]xAx2.28 (Equation5-16)
Lremoved/total =
Lremoved/BMP1+Lremoved/BMP2+Lremoved/BMP3+Lremoved/BMP4
STEP 2 Determine the average land cover condition (Iwatershed) or the existing
Where (.watershed) = relative pre -development total phosphorus load (pounds peryear)
impervious I
P (existing)
Iwatershed = average land cover condition for specific watersh or locality or
Lremoved/total=
13.99+ 0.91 + 31.73 + 0.71
the Chesapeake Bay default value of 16% (percent expressed in
Average land cover condition (Iw,,,rshari):
whole numbers)
=
47.33 Pounds peryear
A = Applicable area (acres)
If the locality has determined land cover conditions for individual watersheds within its
6. Verify compliance:
jurisdiction, use the watersheds ecificvalue determined b the locality as I
J p Y Y watershed
Lpre(watershed) _ [0.05 + (0.009) x 16% )] x 83.34 x 2.28
= 36.863 Pounds peryear
Lremoved/total
RR
=
Iwatershed 16%
Worksheet 2 : Situation 2
47.33 >
46.70
Worksheet 1
Page 1 of 4
Page 2 of 3
Existing impervious cover (I"E'n o):
Determine the existing impervious cover of eth development site if present.
Existing impervious cover:
Structures = acres
parking lot = acres
roadway = acres
other:
Total
acres
acres
= acres
Iexisting =(total post -development impervious cover/A) x 101 0%
* The area should be the same as used in STEP 1.
STEP 3 Determine the appropriate situation.
The site informtaion determined in STEP 1 and STEP 2 provide enough information to
determine the appropriate development situation underwhich the performance criteria will
apply. Check ( ) the appropriate development situation as follows:
Situation 1: This consists of land development where the existing percent impervious
cover (Iexisting)is less than orequal to the average land cover condition
(Iwatershed) and the proposed improvements will create a total percent
impervious cover (Ipost) which is less than orequal to the average land
covercondition (Iwatershed)
Ipost Iwatershed
Worksheet 1
Page 3 of 3
X Situation 2: This consists of land development where the existing percent impervious
cover (lexisting) is less than orequal to the average land cover condition
(Iwatershed) and the proposed improvements will create a total percent
impervious cover (lpost) which is greaterthan the average land cover
condition (Iwatershed)
lexisting 0% < Iwatershed 16%
Ipost 435/o > Iwatershed 16%
Situation 3: This consists of land development where the existing percent impervious
cover(lexisting)is greaterthan the average land covercondition (Iwatershed)
lexisting Iwatershed
Situation 4: This consists of land development where the existing percent impervious
cover (lexisting) is served by an existing stormwater management BMP (s)
that addresses water duality
If the proposed development meets the criteria for development Situation 1, than the low
density development is considered to be the BMP and no pollutant removal is required.
The calculation procedure for Situation 1 stops here. If the proposed development meets
the criteria for development Situations 2, 3 or4, then proceed to STEP 4 on the
appropriate worsheet.
STEP 5 Determine the relative post -development pollutant load (Lpost).
LPost = [0.05 + (0.009 x Iwatershed)] x A x 2.28 (Equation 5-16)
Where: Loos, = relativepost-development total phosphorus load (pounds peryear)
(post = post -development percent impervious cover (expressed in
whole numbers)
A = Applicable area (acres)
Lpost = [0.05 + (0.009) x 43% )] x 83.34 x 2.28
= 83.563 Pounds peryear
STEP 6 Determine the relative poluutant removal requirement (RR).
RR = Lpost - Lpre(watershed)
RR = 83.563 - 36.863
46.700 Pounds peryear
STEP 7 Identify best management practice (BMP) for the site.
1. Determine the required pollutant removal efficiency forthe site:
EFF = ( RR / Lpost) x 100
Where: EFF = required pollutant removal efficiency (percent expressed in whole
numbers)
RR = pollutant removal requirement (pounds peryear)
Lpost = relative post -development total phosphorus load (pounds per
year)
EFF = 46.700 / 83.563 x 100
= 56%
2. Select BMP (s) from Table 5-15 and locate on the site:
BMP 1:
BMP 2:
BMP 3:
BMP 4:
BMP 5:
3. Determine the pollutant load entering the proposed BMP(s)
LBMp = [0.05 + (0.009 x IWO] x A x 2.28 (Equation 5-23)
Where: LBMP = relative post -development total phosphorus load entering
proposed BMP (pounds peryear)
(post = post -development percent impervious coverof BMP drainage area
percent expressed in whole numbers)
A = Applicable area of proposed BMP (acres)
LBMp, _ [0.05 + (0.009) x 43 )] x 21.60 x 2.28
= 21.516 Pounds peryear
LBMp2 = [0.05 + (0.009) x 41 )] x 1.91 x 2.28
= 1.820 Pounds peryear
4MP3 = [0.05 + (0.009) x 53 )] x 40.31 x 2.28
= 48.815 Pounds peryear
LBMp4 = [0.05 + (0.009) x 39 )] x 1.54 x 2.28
= 1.411 Pounds peryear
Water Quality Volume Calculations:
Vwq (ft)= Impervious area (ft) x 0.5 (in) / 12 (in./ft
Vwq (ac.ft.) = Vwq (ft) / 43560 ftz/ac.
SWM/BMP1:
Drainage Area =
21.60 acres
Impervious=
43%
=
9.2852 acres
Vwq (ft) =
16,853 ft3
Required 4 x Vwq =
67,411 ft3
Provided WQvolume =
101,646 ft3
SWM/BMP2 :
Drainage Area =
1.91 acres
Impervious =
41%
=
0.781 acres
Vwq (ft) =
2,835 ft3
treatment volume 0.5" of runoff from impervious are;
Provided WQvolume =
4,929 ft3
SWM/BMP3 :
Drainage Area =
40.31 acres
Impervious =
53%
=
21.5495 acres
Vwq (ft3) =
39,112 ft3
Required 4 x Vwq =
156,449 ft3
Provided WQvolume =
174,449 ft3
SWM/BMP4 :
Drainage Area =
1.54 acres
Impervious=
39%
=
0.602 acres
Vwq (ft) =
1,093 ft3
treatment volume 0.5" of
runoff from impervious are;
Provided WQvolume =
2,359 ft3
ARFOC CI IMMARY TARI P
ONSITE
OFFSITE (NOT AD[
SITE AREA)
NO.
ACRES
IMP.%
BYPASS 1
1.74
30
BYPASS 2
0.84
26
BYPASS 3
1.40
27
BYPASS 4
9.52
28
BYPASS 5
3.84
0
BYPASS 6
0.64
10
DA-1
21.60
43
DA-1A
3.85
6
DA-2
1.91
41
DA-3
40.31
53
DA-4
1.54
39
)ED TO APPLICABLE
APPLICABLE SITE AREA = 83.34 ACRES
Ipost = 43%
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