HomeMy WebLinkAboutSDP202000057 Plan - Revision Initial Site Plan 2020-11-23ALBEMARLE 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 PF.-1 _
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 an public street because o slides sinking, or collapse.
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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 mix 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 801bs/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/1000sf, 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 180lbs/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 week) and after each rainfall. An damage
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or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned
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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.
2L 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 geotechnical engineer. A
gectechnical 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.
SITE DATA
DEVELOPER/APPLICANT
ENGINEER
SOURCE OF TOPOGRAPHY
MAGISTERIAL DISTRICT
ZONING DISTRICT
TAX MAPS/PARCELS
ZONING
1�11� iY' W'(�G
RIVANNA DISTRICT
ALBEMARLE Ue-NOUNTY, VIROINIA
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: BMITCHELL®CCTOWNES.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
I. 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 Comfy Service
Authority on January 15, 1998, except as modified below or modified in Special Notes.
2. RWSA shall approve all construction materials and methods of construction. A preconstruction
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 notifiedthree 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
existingstem All doghouse manholes must be pressure -tested before a connection is made to
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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 lete or accurate. The Contractor shall be responsible for the
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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 pemtissiou 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
springline 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
ARB: N/A
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.
VAR1OC806 r
TOTAL LAND
OF DEVELOPMENT
= 268 AC !�
(n W
0_
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/8O G� O 0
\4 z
NOT TO SCALE AIRPORT
®PREVIOUS DISTURBED AREA = 66.72 AC
(WPO#201500073, WPO#201500078. WPO#)
IN PROPOSED DISTURBED AREA = 2.04 AC
(WPO#***)
TOTAL DISTURBED AREA = 68.78 AC
ROAD AND DRAINAGE
1
CULVERT OR STORM SEWER
(WITH STRUCTURE NO.)
EXISTING CULVERT OR STORM SEWER PIPE
❑/i.v 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
+ 100.00
PROPOSED SPOT ELEVATIONS
T/C 100.00
(T/C - TOP OF CURB)
�pl
BENCH MARK & REFERENCE NO.
VDOT STANDARD STOP SIGN
LEGEND
SEWER
-----�- EXISTING SANITARY SEWER
�--►- PROPOSED SANITARY SEWER
T T. SANITARY SEWER SERVICE
CONNECTIONS
i3 120400,00 MANHOLE NO. W/ STATION OR
150500.00 COORDINATE 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
3.02e
CONSTRUCTION ENTRANCE
SF�F
3.05
SILT FENCE
IP
3.07
---®---
INLET PROTECTION
3.09
TEMPORARY DIVERSION DIKE
ST
3.13
TEMPORARY SEDIMENT TRAP
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
N
Dl/lF. DF
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
EET #
LATEST
REVISION DATE
CONTENTS OF SHEET
C-1
11-23-2020
COVER SHEET
C-1A
11-23-2020
SPECIAL USE PERMIT AND ZMA PROFFERS
C-1B
11-23-2020
MODIFIED APPLICATION PLAN
C-2
11-23-2020
EXISTING CONDITIONS & DEMOLITION PLAN
C-3
11-23-2020
SITE PLAN AND UTILITY LAYOUT
C-4
11-23-2020
GRADING PLAN
C-5
11-23-2020
EROSION & SEDIMENT CONTROL - PHASE 1
C-6
11-23-2020
EROSION & SEDIMENT CONTROL - PHASE 11
C-7
11-23-2020
EROSION CONTROL DETAILS
C-8
11-23-2020
HYDRAULICS
C-9
11-23-2020
PROFILES
C-10
11-23-2020
DETAILS
C-11
11-23-2020
CBPA COMPLIANCE PLAN
C-11A
11-23-2020
CBPA COMPLIANCE CALCULATIONS
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BRIAN C, H9rCHELI
Lic. No, 035724
A^ 1112JI2020
REVISIONS
DATE
DATE
07-31-2020
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s� Foreareal far us combialf UIVU nchers ey,par mintranuser 9
proms, to, phtfiesocaravara, l�� officurgodred (contortion the
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CONDITAONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
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CONDITIONAL LETTER OF MAP REVISION
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COMMUNITY INFORMATION CONTINUED)
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AMENDED AND RESTATED
PROFFER STATEMENT
NORTH POINTE CHARLOTTESVILLE, LLC
ORIGINAL REZONING APPLICATION: #ZMA-2000-009, SP -2002-72
ZMA 2013-00007 North Pointe Proffer Ameodmmt
To. Map 32 Parcels: 20,20A, 20A 1, 26A2, 201291, 23, 23A, 23B, 23pCo 23D, 23E, 23F,
23G, 23H, and 23J.
Approximately 229 acres zomad Planned Development - Mixed Commemial ("PUMICS)
August 5, 2013
With mimed by the property deserflucad in rezoning application #ZMA-2000-09
and SP-2002-72 (the "Original ZMI CWH Properties Limited Partnership is the fee simple
owed and North Pointe Charlottesville, LLC is the condrairt puarchaser of Tax Map 32, Prowls
IFII, and Violcat Hill Associates,
20, 20A, 20A), 2OA2, 20A3 and 291 (therilhorth Pointe Property
II is the file simple owner of Tax Map 32, Parcels 23,23A, 23B, 23Cs 23D, 23E, 23F, 230,
23H and 231 (the "Tiolin Hill Property"). The respective plains are collectively roferred to
herein as the "O�er", which term shall include a" s=cssm in intmrst. The North Pointe
Property it the Violot Hill properstry are mimed to collectively as the"Propporits", all of which
is the stAbject of zoning map =mdmt application number ZMA 2013-00007 known in the
"I Amendment.'
P�w tor Swim 33.3 of the Albemarle County Zoning Ordi�m O�w
hereby volwgwy proffers the coselitions, listed in this Amwded and Restated Proffer Statement,
which shall be applied to the North litairitc, Property if the ZMA Ammdmmt is approval by
Albmailt county. 'M�e canditions arby proffered as part of the ZMA Amendment and it is
agreed that (1) the ZMA Amendment itself gives rise W the Mod for the wnditiom and (2) such
consfitions; have a �nabl. relation to the rezoning requested.
no Original ZMA, together with in associated proffiers dated July 20, 20M (the
vorigicall Proffer Staicmmt"), on approved by [be Albemarle County Board of Superviscons on
Auguid 2, 2006, and also included Tax Map 32, Panel 22K (which pargel 21-K wall at the fina,
camprised of two separate parcels 22H and 2211 which have since ban combined into a single
pumcl 22K) which is owned by Neighborbwd Propurce - NP, LLC (the "Neighborlowd
Ingestment Property"). The changes refluded in this ZMA Amendment shall But apply to the
Neighburigood Investment Property. in all other empects, this ZMA Articulated ==its and
arealauss said proffers in their antiody, and Ron Amended and Restalead Proffer Student shall
odate to the malli-pag, application plan monlod "Ishad, Pointe Cmmunity". prepared by
Kmey & Co., Architects, as revised through Jorge 13, 2006 and alarchrod hereto be Exhibit A
(the "Application Plan"), and the Albemarle County Code in cilad as of the date of the Original
Proff, Smtmmt (the "Courtly Code"). The North Pointe Community shall be mimed to as the
1. THIS SECTION INTENTIONALLY DELETED
if. ENTRANCE CORRIDOR
2.1 Cnesiony of a 40-Foot Buffer .1parm the Entrasyce Corrid.a. Within six (6)
months aft. the aomp=� by the Virginia Department of F�p�tion ('VD0I of the
Road horproverructits as defined in Section 5.3 thatrings along the northbound lmm ofUS. Route
29, Owner shall plant and thumfka maintain at all timpes a landscaped buffer, including
hedgernmest along the Eric=" Considor firwage, panels owned by Owner. The buffier will
MUl of a minimum 40-foDt wide mminww via"] landscape May that shall be Subject 0
Albemarle County Architectural Review Board rARBY) rovieser, and approval (the "Buffer"I
The Buffer may be loaded partly an the Oma's property and partly an VDOT pmpMy, In the
event VDGT at my time in the fi� minim; my proution of the Buffer located an VIDOT
poespery, the Owwor shall �pm"e for such redwim by extending the Buffer an Opmer's
pmpwy in order to maintain a ndni� 40-fint Buttes, even ifsuch comPrmdigm shall requirly
tho.oval of'parldrift adjacent in such Build,
2.2 Appearance of Storm Water Mananownt (-SWM-1 Facilities. The SAW
ficiihies visible firony the Enb=m Corriday idartified an the Application Plan (�wtu
rumagement facilities 1, 2, and 10) shall be shown an a plan and be subject to ARE rapidly and
approval. SWM I shall be designed web that its sbape, pl�m% and land farm (grading)
transition bow= the adjaccor, �atim wera Mo the adjacent beard edge of the puking lot
and buildings The plan for SWIM I shall be subynitted he the ASS with the fing ARE
IT
submission for Building 14 1 19 identified on Shut B to t a Application Plan ("Shed Sol, or
my such building that is pwp*�d to be located where Building 14 is located on Shed B
]YUB=t to the terms of Section 3.2. SVM 2 shall have a nvyre sn=red appnmm thn
SWM 10 (an below) and shall be designed surch that its shape, pl�mt, and land farm
(grading) nworitay, between the adjacent w�ation grea and the adjacent bud edge of the
puking lot and buildings. The plan far SWM 2 shall be submitted by the ARID with the first
ARID stilynnission her my of Buildings 26 through 31. SWIM UDshall bermigived such Owing
shappe, pla�mt, and land form (persding) am integral with the adjacent conservation area, The
plan try SWM 10 Shall be submitted to the ARE at the time mad plans am Submitted! to the
County and VDOT for Northeast passaids.
III. DENSITIES
3.1 Total Buildout. The total number ofilgivolling units within the III shall not
exceed eight hundred III nety-th= (893). Subject to Section 3.2, the building footprints and guyss
Rom areas of communist, office, and Other uses, and the building flumprinal of hotels shall not
clacced these set futh in the Land On Breakdown Table an Shut A to the Application Plan
("Shed Awl.
3.2 Limited AlIkestme to the ElemmU of the Application Plan, The Won floor
arm of the buildings used for wmmucial, offict, other uses, and hotels shown on Show A may
be adjusted within a range of up to am payment (I Off), provided that the maximum gross floor
own on Shed A is not uciand. The finexprims, ol'Buildings 6,
am for each category Of UBW BIT
14 and 36 in shown on Shed A ran be interchanged. Notividisturfing the � Ofthis Section
square fed, provided
3.2 to the watrwy, Building 14 shall not frifially exceed 88,500 , however,
that after tang years following the issuarger, of the norificam of o=pmcy for Building 14,
Building 14 may be adjusted within a range of up to tell Parent 0 011oal, and if Building 14 is
located in an location shown an Shed B, my such expansion shall be located to the cast so that
the additional space is loodall along North Pointe Boulevard. Notwithstanding the terms offids
8.1, the Commy may
Section 3:2 to the comir", but subject SO the Parevild"S Of Sonfing
tmpe�t(10-/.).
authorize Building 21 an sh� on Shed A to be adjusted by � than
IV. STORMOVATER MANAGEMENT AND STREAM BEf, CONSERVATION
public utility facilities and their crossings, and pedwrim
4.1 Flood F[ain.lbe� ofthc 100-year flood plain within the Project shall remain
uWiwm1mJ except far ad �ings,
and bili trails, and only to the extent such �CePtims us Permitted by County onsfirgancou and
regulations, Upost the request of the County, Oreaer shall provide a survey and prepme the
necessnary dowmwtation and dedicam, the land within such flood plain to the County.
4.2 FStro,
xnummMt ?I=- The SywyzwwwbwSt mmg=mt practices
("Bldli") plan Project sall be pEpMn and all steerageway managginent I as or a
aid danc-rearge fmm
Project Shall be designed md constructed, to �odwe all � stomw
Tax Map Parced 032A042-00-010400 (Nonhww& Mobil. Home Peck Development) Bud from
let and applying commit off'reffit Road and U.S. Rome
the existing developmmts on the northe y tax toopt timmap
29s specifically the following parods shown an the m�l Albemarle Cowl
32, parcels 38,38A, 39, and 39A; tax map 32A, parcels 2,1, 2-IA, 24AI, 2-IB, 2-IC and 2-ID.
storangur =Agmcd facilities Shall tylitiashe ft storMareater quality and quantity
ding offinte
impacts I for. the stomweta generated both within the Project and for such and
wnditiDm as dmoibed herein, as thOugh the =tire preanxisfing condifficia III drainage area is
ndevelopBd wooded site and is being developed to the �ig6ng off -site conditions and the
ary u -thm and
proposed real conditions. In addition, buTfiltras shall comprise a minim= ofthirty
It the
I an Show G or the
ormthird parent (33 1/3%) of the total required puking lot landscaped gross withi
"Commucial Area" of the PI So such Commercial Area is delimme
Application Plan ("Shmal 0").
4.3 larosian and Sediment Control.
(a) The Omer shall. to the "Diaximm' ��t Pmdiwble', promish, Such
use
additional appropriate erosim and sedimmt control ma� that ex it State Mid Lou]
minimum standards. Ir (here is a diwgrmmmt ragording the andard of unigninnum
Virginia Department of Congregation and Recreation will be
ug pymible- is satisfied. the
provided an opportunity to mnim and advise on such question.
The ogTxw shall, to the
(b) Poral-Construmm, Surround MzEBI)Rngtw
maximum isatern Practicable, provide 1posi-�mctim starmsexacy BMPS that am dwigllw 10
acevean average w..l sodi..t .. I rate of 80% a published by the Comm, for
f Th. pacter Of vsLiggiond Proponent, (2000 edition).
Watershed Protecturn in Arfielc 64
limited his bi�entioN bi�mion fill= Bud wat
Tan will includes but are not
basins.
4A Stream Buffer and R�or&62L. Upon the mm..�wt of the applicable
c�mt prohmi, the Owner shall notify the County and provide Me County ustall R EOPY Of MY
application(s) in the U.S. Amy Corps ofEalginsers and/or DEQ for my s� dwurbmw. In
addition, ii'mccasgry, after first looking oreafte for mitigation opplawnificas available to Satisfy
the Owner shall copies the County for a list Of Off-sitc OPPO�nitiw
the parryndfing; proms,
within Albemarle County fir such mitigation, and shall look for such mitigation oppiartuniftics
V. TRANSPORTATION
5.1 Internal Stuart Construction litanclardI Public new, which in my event
shall include at least Lcalay Road, North Pointe Boulevard, Nortbande Drive Last and Northwest
Passages shall be (I) constructed in accord with the illu�tin urban design =0 sections shown
on Shed D-I by the Application Plan wShect D-I") and also in ascrodmory with VDOT design
stmdwds p�mt as detailed plans agreed By between O�w and TFOOT, and (if) dedicated far
public use and offered for nompograce, fine the state highway systern. Tom (with K maximum
spacing of fifty (50) fact), landscaping and sidewalks a shown on Shut D-1 shall be installad
and maintained by the owmF in secoydmm with county Or VDOT standards, unhers, VDOT or
The County agrees in writing in assume this responsibility.
5.2 Timing, of Completion for Internal Streets. Befami�nwof=tifi�of
wrompormy, Owner shall complete that segand of an mining s� as smI on Shed D-1
within thelcmiject which serves the building or rmidmm forsolotob a C.Mfimcofo=P=Y is
soughtwilly all�ibesim. Insisted allbut the final layeloffilagersix asphalt The final lay.
of first-foot asphalt shall be installed within me (1) yew following the issuance of the BySt
fiesta of occupancy for a building in resistance served by the affected strad =gmmt
art
5.3 Road impmeme.t.. 0.9. shall design and �tmct all of the road
improvmmu refigenced in Sections
on Shed D-1 to the Application Plan and on Shut E to the Application Plan ensitlod 4'Ext�l
5.11(a), 53.1(b) and 5.3 ](a) below, whichary also shown
'), unless such
Read Improgers
=1 plane (,,Shw EF) (collectively, the "P�d Improvements
Road improvmmm we first constructed or bonded by otheres. The various pham of the ROM
-caded copy of Sheet B that is
Imp.gmmts are also shown jor Illustrative puqmsm on a color
attached hereto as Exhibit B. Ogrer shall dedicate to public we my requited ritdg�f-way that it
Bow in lurreaftegrovem in in simple. For purposes offigis Section 5.3, the use ofthe term "mad"
as it applies By internal throol. shall it. Ilan the a= meaning in the word "stmad" in the
Albemarle County Subdivision Ordinance (Chapter 14 of the Albemarle County Code) when
applicable.
5.3.1 Began ad Phasing. All Road ImTyrov==U Shall be designed and phased As
follow.:
Derigs. The Rced ImFmvMnwp, shall be shown on detailed mad plans satisfying
VDIOT design Standards which shall be by the Owner
Say review mid, when
satisfactory, approsad by VDOT =it the Cmu* (except for the Road Impm�mts By U.S.
Route 29, which Shall be Subject only in VDOT appmvC flaymnafter, the "Approved Road
Plns"). The Appressed Road Plans shall show the width and length (except as specified in
Sections 5.11(a)(1)(d) and (sr) and Sections 5.31(b)(1)(i)), location, type Of suction, and
Suriname, of all [me impm�mft in required by VDOT design standards. All of the Road
Impm�to shall be �"md in complince with the Approved Road Plans. The Read
impm��t. no U.S. Route 29 shelf be bmwd on the thw��t VDOT design speed and
apposs-slorin nguiT=mn. N�ithganding the provisions Of " Pma"h to the centrally, in
the event dot the internal assidential shord designs as shown an Shed D-I ging But accepted by
VDI the Owner shall submit detailed road mn�dion plans for web words w the County for
Truido will, when satisfactory, appyrograd, subject also W the Courity"S approval Of Private S��
under the Subdivision Ordirmoom IT 14 of ffie Albemarle County Code).
Phasing. The Road impmvmmts Shed! be constructod and completed in three
phasm as ad forth below:
(a) Phasial Road Immy�ts. Prior to aPPROVal Of the firs w�erdid
subadivin,piat or guiplan within the Project, O�u shall obtain all associated permits and post
all associated hands required for the wnstruction of the following (collectively, ft 'Than I
Road Impm�=�"):
(1) Smith�ost Emocross on L1,5. Rome 22
(i) U.S. Rome 29 Southimand - correction of The vertical
�a� in the readwayajust north Of the m�
U.S. Route 29 Southbomaj -iianstruction of a continuum
12 fool wide through lane (with guarantees or guard rail as required by VDICITI) starting at a point
that is I ODD fed wrth ofthe mth�og m� and m�ding wwb to Airiust Rmd.
(ill) U.S. Route 29 Southbound - constormfory of dual left
laws with taper at the
Civ) U.S. Rome 29 Smthbound - �cdon ofright turn law
with tiqu ill serve north=mog antrancay to SR 1515.
(g) US,flout,29plarthmund ��ctionofawntinums
12 That wide theough Joe (with shoulders or guard red as my be required by VDOT) assuming
from Proffid (Airport) Road (Route 649) to the Northwest Paggge mt--.
off U.S. Route 29 Northbound - wnstmdim of a right hand
turn Iwo at the Southem� govanw, the geometries of which will be Subject to VDOT
approval.
(idi) U.S. Rome 29 Northbound cinstruchory of ICA turn law
with taper into SR 1515.
IVES) SR 1515 Eutbagund - comminution and/or rostriping as
provide lefl arm lane with higher,
lix) Installation of a traffiss signal with 8 phwe timing, video
cletection and associated im�tion impm�mb at die intMection with U.S. Rome 29.
(a) Chun existing mwwva at U.S. Route 29 and
South�m Entrance to SR 15M
(all Perimsed Entrance Road between North Pointe Boulevard
and U.S. Route 29.
(2) North Pointe Boulevard, Lanka Road mid PI Road:
(I) Leake Road and North Pomw Boulevard, in accordance
with the design =a.seefims sh� on Show Uri, fmm Pleffif Road 0 either Ishardmille Drive
End ors iflishinthadic Drive East ban not Jim ban to the mandabout at North Pointe
Boulevard, North Palms Boulevard shall be mtmded he Northwmt Plessage. no Owner shall
pronjile a fifty (50) foot public right-of-way along Leake Road and shall Mutant a two -lam,
public street to be vaccpW by VDOT and as much of the other improvements shown on the
communing a possible within the available right-of-way as commodity determined by the
County Engineer.
(ii) The yourniabout, or such III impmvmeaft a my be
approved by VDOT and the County, at the intersectudy of Leaks Road and Proffit Road shown
an Show B and an additional undlyound fight him law an Pooffit Road from Leaks Road to U.S.
Route 29 as shown on Shut E. In addition, for property acquisition that is required fall the off -
aim public for con�dion of the impmve�m required by this Section
5.33(a)(2)(id, the Owed shall make a cash contributically or provide a letter of credit in a loan
approved by the County Attorney for such purpose in the �t as designed] �� fbr the
property acquisition by the County Attorney, provided that such amount shall not exceed one
hundred fifky piston% (150%) ofthe County's fair market value appraisal prepared for acquisition
and mndmmtion purposes. The causly contribution for Ima of credit described in this Section
5.3.1(a)II uall be unit to pay for the total mrst oftbas right airway acquisition. Thetogiderst
of the right of way acquisition for the off -site Property necessary to =met the impmvmmts
nng
required by this Section 53.1(a)(2)(id, shall include the name] was associand with aclito
land, buildings, =an=, msmwts and other authorized interests by condemnation or by
purchase including but set limited to, land acquisition, engineering, stionying. and reasonable
attorneys fare. The cash contribution or the letter of credit shall be provided by The Owner
within thirty (30) days upon request by the County. If the property is acquired by purchase, the
contribution for the purchase price shall not exceed one hundred fifty percent (150ayu) of the
County's fair inarlato value appraisal prepared for condmnalim purposes without the a.1 of
theOwndy. tithe cost afthe right ofway acquisition exceeds the amount Previously contributed,
than the Owner shall mimburse the County all such mccess, Sts wiltin thirty 130) days upon
request by the Comfy. The County shall refund to the Owner all mms contributions upon
completion oftbe lars] ampoillition.
fid, Intentionally Omitted
fig) An additional flaccaught larm earaftymand on Proffil Road drum
U.S. Rome 29 to the mundobmA at the information of Looka Read and Pmfrit Read. In addition,
for fig, aff-she public FIghbrof-way fair cms�ctim of the
for property acquisition that is required
impm�mts required by this Section 5.11(a)(2)(N), the Owner shall make a cash corstribution
for such purpose in the
orprovidea Ind ofcredit in a farm approved by the ComtyA�ey
arrhount a denied necessary for The Property acquisition by the County Attorney, pravided that
such amount shall not exceseed me hundred fifty percent H 50%) of the County's fair market value
misal prepeared for acquisition Brad condematim purpose. The cash mnuibution By letter of
app
dit described in this Sectism 53. 1 (a)(2)(iv) shall be used to pay for the total cast ofthe right of
cre
way acquisition. The total cost offlic right ofillay acquisition for the off -site property necessary
to construct the improvements nalumed by this Section 5.11(a)(2I shall include the w�l
costs associated with acquiring land, buildings, structures, ==arm and othu authorized
intends by w�d�abn in by purchase including, but not limited to, land acquisitions
engineering, Surveying, and Untenable attormys few. The cash contribution or the later of
request by the Comfy. Ifthe
credit shall be provided by the Owner within thirty (30) days uplan the contubrusam fir the Purdwe Price shall "in "..ad one
MPmIY is acquired by Purchase
on If the cast of the Tight of my
codpJwrmwn purposes wiffi� the cement Of the Owff-
isiting mands the wwwo prviouldly, contributcal than the Owner shall i6mbBne the
aqu thirty (30) days upon request by the County. The County
County all mcb excess Costs within
inhibitions upon completion offly, land acquisition.
shall oflond to the Owner all =� an
Within fifteray, (15) mambo
Completion of the Phase I Road lmnmemmtg.
after the ismarmate of the first building permit wy a W=UCIW building within the lands, Subject
By the firgi �mial Subdivision plat or site plan within the Project, or prim to the issumm of
a c�iB� of o=pmcy for Each budding, withichrograr is carli all of the Phase I Road
Irnpmmb shall be accepted by VDOT far public use Of bonded for VDOT's acceptance if
matry highway, or accepted by VDOT for public a or bonded
such Road Importunate an R Ind
to the County for VDOI acceptance ifsuch Road Jay
pmvm.� are a secondary highenty.
Ri Frigns, 11 Road Price to approval f the figh site plan that
would auff"m the aggregate commercial, office and hotel gross flow � By shown am Shed A
within the Project to excied two hundred ninety thousand (290,000) squ= fact, Owner shall
obtain all associated p�its and post all associated bonds required for the w�ction Of the
following (shollectiVely, the "Phme II Road Improverments"):
(1) Midds Ristramnat m U.I Rong 29 ( orflught, Drive East/I
Im
I U.S. Room 29 Scrudybound xingroctito, of a continuous
J2 Joel ondethrouglo larefsagifin should= orguard rail as maybe required by VDCT) Managed
a point that is joint, fee with of the Middle Eydrance and hathouling to the point wbm it
umacts with the porfors offis, lane continued payment to Saw= 5.3.1(aX 1)(id.
(if) U.S. Rom 29 Southbound - w.�nm of dust left thin
1". with taper.
(iii) U.S, Route 29 Sodhbund - ��im of a right
htne with taper
fiv) U.S. Room 29 Northbound - wnmcfion of a Tight hand
win lane at the Middle Ramporricer the Sanctums ofwhicb will be subject in VD071'apparval,
IV) UJI, Route 29 Northbound - constructicon of left him lane
with law.
(vi) SR 1570 Essfixtural - �stnidion afow restriping oflams
to --It in epards 14 through and right turn movements.
- installation of
(vii) Ernmaryin mad Wastround a araffic, signal
with 8 phase timing video d�m and associated Forecasting impmV=e� an U.S. Route 29.
if) Fxisfingooraccover aCyp� Dri�-WnMefim to close
(Vi
the mmva.
Frontage mad from Cypiress Drive W SR 1570
(is)
=Motion of public street J, seen pmpMim �tly woressing U.S. Route 29 through
Cypress Drive,
and North Points
(2) Nordisigh, Drive East beadoem U.S- Route 29
Boulevard as she. on Sheet D- 1.
Complaims of the Phase 11 Road l�enti. Within fifteen (15) mmths
after the issuance of the fast building permit for a building within the leads subject to the first
subdivision plot or sit. plan that would authmiz. the ggregate officas Bud hotel
gross floor area as shown on Shed A within the Pajeci to exceed two hundred ninety thowayal
m� such gross door am to ...ad two hundred ninety firrousand (290,000) sipeare to&,
(290,000) square feel, u prim to the immee are unificarty, OfozgupSmcY for my building that
diever is milier, all of the Phan 11 Road ImpmgvcrUxms shall be accepted by VDOT for
whit
public me in bonded far VDOI acceptance if such Road tmpm�ents are a primary
highway, By accepted by VDOT for public use By bonded to the County for VDOTs acceptance
i1suchi Road lmpmvcmerdS ares a sigoodulary, highway.
(c) Phase Ill Road Improvements. Prior to the what at: (I) the approved
of the fast subdivision plat or site plan that would murearne the aggregate number of dwelling
units within the Prci 10 exuand five hundred thirty-three (533); (it) the approvall of a
subdivision plat By site plan far my d�olopmmt of the Neighborhood Invedynew Pmr�y or
any portion thergalf, or (I the five (5) year anniversary of the dale of iu�m of the first
certificate or occupancy for a building or promises within the Prothch. Owner shall obtain all
associated pustrunity and post all assuccialcid bonds required for the construction of the following
mad impm�ents (collectively, the "Plicarge III Fund Impmv�ts") to the extent my such
mad improvancids have not already been �pldcd:
(1) NMhcmmwt Entrance trovingifte Lewis & Clark Drive) an U.S.
Rialtic 25�
(i) U.S. Route 29 Scuffibourid - �flon of left trim low
with taper,
(ill Northwest Passage from U.S. Route 29 w North Pointe
BOUIMT(L
(fit) US. Room 29 NoAbbowd - of a right hand
mm ]was the Eulogies ofirwhich will be subject to VDOT approval.
III If But already North Pointe Boulevard between
Notaftiside Drive Beat and Northwest Pwsagc
(v) If the tmfflc signal to be w�c�d by oduars is in place
prim in Owner w�mcing work in this Northernmost En�m and such name signal only
includes flarce, legs, Owner Shall add the family log to the signal, which shall include additional
mail arrans, signal hands and Bacillary equipment necessary By stipploat Northwest Passage's on
of die in�ior4 as deerminod by VDOT. If Each traffic signal is not in place and the
vehiculair braffic generated by the Project can= the VDOT signal warrants to be rid, =it VDOT
requires flaw a Iraffic, signal be installed as a coodition ofthis ardrances permit, Owed shall ingstall
such traffic, signal.
(2) Notwithstanding my other provision wnWnw in this Proffer
StiI.mt, within one hundred eighty (180) days after writlen notice from die County that it
intands to build an stationary School on the School Lot (in "School Lure is defined in Section
9.1), the Ogmer shall submit mad plans for the construction of Wortbwmt Passage field North
Pointe yandervaid to U.S. Route 29 in VDOT Mid to the County for i., and whory
wfisWoU, approval. Furth�om within twen (12) months after issuance of the building
permit for wm�tion of the alimentary taboo), and if not alrwdy completaid, Owner will
compluc (i) No�bw� Passage from NO"h Pointe Boulevand to U.S. Rcuthe 29, (d) the
improvmmm ad Rail in Section 5.11(c)(1) above. and (A) North Pointe Boulevard from
Northischdr, Drive East to N�hwmt Passage To allow the development of the Schm) Lost, the
vou shall grant oil wOmy �mts or necessary to allow ingreas and signals for vehicles
and constrourion equipment, grading, the installation and maintenance of �im and sediment
meol �t��s or ...ra, and my Bill" associated �UiOn msmmm, eas such
monlystrary =maim an shown an the subdivision plat or sitly plan fier the School Lot and
mutually agreed to by the Owner and the developer ofthe School Lot.
Completion of the Phase III guild imumvemuts Within twelve (12)mnths
after the ocarromage of the applicable comit in Section 5.3.1(c) which required the Owner to
obtain all associated perrom and post all associated bonds required for the construction of the
Phase III Rmd JmPemT all of the Plowne III mad impmvem� shall he accepted by
VDOT far public use or bonded fix, VDFOI worpsyme if such ROM lmpmvcments are a
primpary bighniscray, in accepted by VDOT for public use or bonded to the, County for VDOI
acceptance ifsuch Road Impmv=mt war a secondary highway.
5.32 Upon racquesso by the County, Owner shall make a cash contribution to the County
By VDOT the the cast ofa cable " witeleass radio system that will link me or mom ofthe Signals
between Lewis and Clark DOw and Airport Road; provided, however, dust the total ran
contribution shall not wassid thirty-five thousand deflass ($35,000). Subject in matters offlorce
ajem, if the County does not request the howls, or dons request the funds but the automation
of the system drum wit begin by the later of December 31, 2010 or three (3) years ofter
complefirmoliall oftheRoM brapprovent mid funds shall berefundead to the Owner.
5.3.3 Prior By the approval ofplang for impmvmm� at my U.S. Rome 29 intersections
Owner shall pmvidc VDOT traffific signal network timing Plans that VDOT finds acceptably
address the impacts of the proposed traffic signals for peak miffic periods.
S.3A Rceirund Transportation Study; Cash Contribution. THIS PROFFER HAS
BEEN SATISFIED. Upon roquest by the County, Obviver shall make a cub contribution of
hw&cd thusicand dollars ($100,ODD) to the Comfy for the Purposes of funding a regioned
asupporhation study Jay the Route 29 wryidor, which includes the South Fork and North Fork of
the Rivisma River =it the Bollynated Ormally Am of which North Pointe, is a part The
ontibub. shall be made within thirty (30) days after requested by the County anYtinge after the
rezoning is approved. Iffire request is not made within one (1) you after the date ol'approyeal of
the first final Sim plan for the first commercial building within the Project, Us proffig shall
became null and Void. If so& cash contribution is But expanded firs, the stated purpose within
flocres (3) years fro. the date the finals, � contributed to the County, all unexponded funds
shall be refull in the Owner
ITT OPEN SPACE AREAS AND GREENWAY
6.1 Pedestrian Pathways. All pedestrian pathways shall be classified as shown an
tbe Pedestran Pathway Key an Shed G and, except far the pathways to be canstruded by the
Cout shall be shown on die subdivision plat or site plan fier the underlying or adjacent lamily
within the PI The pathways shall be constructed by Cricamer as Class A or Class B trails as
identified on Shut OF and in accordarege with the applicable design and waystructim standards in
the Comy's Design Smdanls Mutual. Such construction shall be in majundion with the
impmvmmts for the Subdivision plat OF Site plan, in the me may his, and handed with the
shows if the pathways arc a Subdivision improvement, or with a p�f�anm hand if the
pathways am a site plan improugainera. The pathway show an Shed 0 along Flat Branch with
andouth ofloartlyside Drive Eas(shall not continue through a cylvurt ifa OBIVINT is used for the
Serum ceressing. The pathway intendited for the culvert between Park E and Park F under North
Pointe Boulevard shall conform to the applicable Standards its VDI "Subdivision Stood
Guidance" it Owner shall BminWn the pathway if it is But aceptd by VDOT for
mainim�m.
6.2 Lake. Up= request by the County, Omer shall dedicate to Site County the laks
shown an the Application Plan for public uses provided that such lake will be available for use by
Owner for spornowager management as destaitursid in Shut C to the Application Plus oWided
"St�mw Msawmem and S� Conservation Plan" C'Sbm C"),
VIL THIS SECTION INTENTIONALLY DELETED
VIII. PUBLIC INFRASTRUCTURE AND FACILITIES PROFFERS
8.1 Branch Libra".
(a) Upon request by am County, Owner shall dedicate be the County the fix
comistingol'a 15,000 square foot fiffly
simple interest in the Ind shown on Shut B as a library,
graded pad sites with wilifiw,, to accommodate a 12.500 square that building footprint, a five
fact perimeter strip and up to a 25,000 square foot building, together with a �exclmi�
of suffichm
mmmt to the adjacent common area for ing� egress, construction staging By
County, Code required Parking, stormicader detention, and watu quality flualifires for the location
of a fi�tmding Jaithmon-Madism, Regional Lffirary And such other users that any comprad ]a
Nowiflostanding the � of the prim seat== In the corwoury, comment a Day
building require a larger building footprint, the County may aidifiguise the library uilding
feapdrd By be larger than as Stated in the prior mtmw, provided, however, that the size Ofthc
ama shown as "Pink His an Sheet B ("Park H") and/or the size of the adjacent puking me
mundheyely with riffle, Library Lot an Shed B (the "Library Puking Lort") shall be adjusted
nowlingly to �modaw such larger building figstporim. Tlyo Owner shall not be responsible
for my utility tap fees, but Owner shall empide awastruction of the Library, Parking Lot and
other parking � serving the Library Lot. The Owner shall p�it the Coundy to use the
Library Puking Lot grallors, if not already w�ded, Park H, for purposes of consdhru�iosdy
wagag. Within twel�(12)mmths aftwo,ow,whim, ftm the County that it intends in begin
construction of the library, the Owner shall make the acmss mads and flit area of the Library
Puking Lon available with at least a falls inch wipparmand since base far use as seem and
construction miging, Such great &=as Serving the Library Lot and the Library Parking Lot
shall be completed and available for use no later than an 00) months after- in�� of the
building permit for the library, provided, however, that asphalt p�meW in � used for
Construction staging by the County shall not be required to be installed until thirty (30) days toe
Such longer �nablc time al; may be necessary due to weather -editions) after the County bres,
-mianall materials Ind equipment, Upw the request offlose County, Park
wOvdj its awstmonany
H shall also be dedicand to public use, but the Owner shall net be responsible low maintaining
such park. Owner shall be responsible for maint�noe of the Library Parking Lot and Other
Itlian to be a member
parking spacing socroing the Library Lot and the County shall ban an obli
ofany Omer's amoGation. The Cousity's mcquart for dedication offibe ]slid for the Library Lot
and Park H shall brought within thrwL3)y= follopoingithelaterto Occur of(i) istaidancroftley
first residential building permit within the Project, fli) o�uFs complesion or the influstracture
(including but not limited 0 5,wi water, grand, electric, gas) required for the ma, of the
Library Lot, or lid) December 31, 2016 (which December 31,2016 deadline may be extended by
written musucal ag�mi off, Owner and the County). Ifa request for inch dedication is not
made within thrm(3) yur, following the ]met ofthme dams, this proffor will be null Bud void.
(b) Group Roo In the everat that the requi�w� for the library building
building fityprint, and the County clems to grodsomply the library holding
require a larger
footprint by be larger than 12,500 square gmA p�wt or section 8. Hd above, and in the fiuthw
event that the building is developed as a coundmiumurn and the County uJohms, the Owed In
assume ownership far a pagoody of the larger buildings Owner shall accept such o�mbip at a
�uble price Ind which the parties may mumal3y agrees and wyall contributo to the Courays
an a Fro ram basis based on the propmanonal sin offlye portion ofthe library building Owned by
the Owner relation to the sin of the library building as a ushole, the East of designing and
�cting web building Twice mu may includes r7datiresed by the County, installation ofa
ogroyan roof, and my additional expenses associated with stricaurally mellowing the met as
memory to suppreart the prow roof Within tiny (10) days after faccipt Dfa requmt for payment
by the County that is �pwied by d�mtation to support the prograw payment amount as
proyidead in the mutruefim contract, the Owner shall Submit such payments to the County.
Alternative] Y, in the event the County Starts in design the library building as a Leadership in
Encygy and Environmental Dmign C'LEED") braddiago the Outlets shall contribute to the County,
an a puly rate basis hand on the propsgiong sin of the portion of the library building owned by
the D� mIng. to the size of the library building an a whole, the additional costs Of
constructing the library building 0 obtain II �ifienfim for line building Within ran 10)
days after ficycipt of a request for payment by the County that is a�paniod by do�m�tion
to mlopwit the program paryargat mount as provided in the construct= combroars the Omer bell
submit web payments to the County. The design of the gin= Ui or the criteria Utilized tD
obtain the ISED confication, as applicables shall be in the Courity's di�6m.
8.2 Affordable Hourdly . Subject to the turns and cardinfitiones of this Sodium
9.2, the Osamu shall provich, a minimum of forry (40) residendal dwelling units as
affordable dwelling units, a minim= of sixty-sh, (66) "for-=f' residential dwelling unim as
affordable dwalling units, and a ininimm of fair 14) Carnage Home Units (as Cordage House
Units an defined in Sections 8.2(cyld� The flarty (40) "far-salso residential dwelling units shall be
trails untherseT (consisting of townho� duplexes, attrached housing, �dmini� in the
comprinfol of the following types of dwelling unithe twelve (12) fmm multirfiunily; Twelve (12)
and other unidentified housing types); and gxtd= (16) firman single family
dolacipand each at the sale prices and under the terms and wnditims ad firstly in this Section 8.2.
The Owner shall convey ale responsibility oforrydructing the affordable units to the subsequent
owners of lots within the Property.
(a) Multi-Tandly, and "Other" Fro -Stile Affordable Unit . For multi -family
and cother"llyr-side affordable dwelling units within the Property, Such affordable units shall be
affordable to households with incomes less than eighty pundit (JIDDA) of the aria median family
income Ithe "Affordable Unit Qualifying In.e"), such that the housing costs Consisting of
principal, mutual, met eggs taxes and hm.�Im inseam= (PITI) do net memo thirty
T�nt (30%) of the Affordable Unit Qualifyi % InwmI provided, however, that in an event
shall the selling parax, of Such affordable units be Ins than the greater of Due Hundred Ninety
Thousand Four Himadrod DI ($190,4110) or sixlyfivac percent (65%) of the applicable
Virginia Housing Development Authority COIHDI maximum mortgage for fing-tinic home
buyers at the beginning of the 90-day Identification and qualification period referential in
Soctical 8.2(f).
Ri Sinde Family Detached For -Sale Affordable Units ("Jolocclemsely-Pri
Unite' . For single Imply detached Resale affordable units whit the Property, ("Mcglerately-
Priced Units"i such Moduately-Priced Units shall be affordable to houracholds; with uncomicas
]me Own ow hundmd twenty parent (120%) of the anes median family income I
"Mrsdonalisly-Yriced Unit Qualifying bromme"T Such that the housing costs consisting of PITI do
not =card thirty pmmt (30%) of the Mod"ely-Nccd Unit Qualif3ing; Income, provided,
however, Suit in no and shall the selling price of such Mod=Wy�Pri..d Units, be required in
be )ass III= the Russell of Two Hundred Thirty Eight Thousand Dollars ($238,000) or eighty
Miami (80%) of the applicable VHDA maximum mortgage far first-thray home buyers at the
beginning of the 90-dayidwitification and qualification period rethrinced in Swim 8.2(o.
-Rent Affordable Units. For a period of five (5) years following the date
(a) Far
the conditions of occupancy is issued by the County for each fo�� affordable But or ram] the
unial we mid as low or moderate cast units qualifying in such under either the Virginia Housing
D"elopm� Authority, Farmers Home Administration, or Housing and Urban Davelopythent,
Section S, which"a comer, firm (the Affardable Tart truth undo shall be noted to
households with incomes log than the Affordable Unit Qualifying ln�& No far-out
affordable it may be counted more than once towards fln number of fo��t affordable
dwelling units required by this Section 8.2.
(f) Cm�nm of All doods conveying any interest in the fine
fast affordable =its during the Affordable Term Shall cantain language reching the such Buy is
subject to the tmns ofthis Section 8.2(c). In addition, all wwacU Figuing to R magaryance of
My fey -rent affordable Unit. Or my pan thmwf. during the Affwdable Term, shall contain a
complete and fall disclosure of the restrictions and controls established bay firis Section 8.2(c).
Prim to the dinvstas Of my intend in my fbr-=t affordable unit during the Affordable
Team, the thm.�mat owner shall notify the County in writing of the cfUyzYwmS and provide,
the naryineo address and telephone number ofthe potential gmUtm and state that the rOqu��mb
ofthis Scott= 9.2c(i) ban battle satisfid.
III Annuul Romin During the Affordable Term and within ninety
(90) days following the end of each calandar larow, the disoriented obtain shall provide to The
Albemarle County Housing Office a wmfid1 anung micart of all for-reat affordable upits for the
immediately preceding year in a form and substance, mmembly acceptable By the County
Housing Offlay. Subject to all federal, state =it to"] housing laws, and upon �mable notice
during the Affordable Term, the thw�uml Owner shall make available to the County at the
g�ents, or
thm-currmtOwna'spmim,ifmquated,mymp".wpimof=mI oricasca
other data pertaining to milli rairs 0 the County may T�mblY olsquiris,
(d) Canego H,,.M III . Carriage House Units shall meet the requients
for a single family dwOlffig as defined in the Virginia Uniform S�ide Building Cordlea shall
be on the smile parigel as the primary dwelling unit to which it is Necessary, and shall any be
subdivided firsely the primary maidence ("Carrian House UnI The subdivision foundation
shall be included an the plat creating such panels and be incorporated into web dmd exproneying
title By such panels.
(e) Each subdivision plat and site plan far land within the Propty, which
includes affordable uning (ralumb, for this Swim 8.2(c) shall include Modemudy-foricl Units)
shall chosigmen the lots ad, oldu, - applicable that will, subject to the turns and .city.. of
this proffer, incorporate affordable units as desumbed hucin. The first such Subdivision plat on,
site plan shall include a minim= of thin (3) Such aftwolable units. Thuwfta, and unfit the
toml number of affordable dwelling units proffiered h�d" shall have ban fulfilled, the
O�w shall provide a minimum offlurce (3) such aflogrelabdo dwelling units par year. Each ficial
subdivision play and fool site plan also sholl include a owning total of the number and
p�agc of affordable who previously provided will proposed to be provided by the
subdivismy plat r site plan. For pvurp� of this Section 8.2(d, such units shall be diluted to
ban ban provided when the subsequent ow�tbuilder provides waritter, notice to the County
Housing Office or its designere that the initial will be available for sale, as respribeed by Section
8.2(f) badow. In the event that the Owner provides am than dome (3) affordable dwelling Units
in a single year, the Owed may "carry over" or "Iyank" credits for such affordable units, such
that the additional affordable units which "=oil the minim= annual mqui�mt may be
allocated toward the ainim= number of affordable units required to be provided far my future
year. The maydrium number of affordable units thad may be carried over cir looked shall East
mcwdtwel�(12)puym. Notwithstanding the Items of this Section, 8.2(c) to the contrarry,
upon the wrium Toque of the Owner, the Cowlty may authorize an Rltmatiw PUMcm androor
schedule for the provision analtur delivery of mych affordable units up= a dd=inatim that the
request is in general acoard with the propose mail inum DfSection 8.2 and/or otherwise ftth�s
the goals ofproviding affordable housing in the County.
All purchases of the fin -sale affordable units shall be appmved by the
Albemarle County Housing Offirce or its densignee. The Subsequent o"ulbuild� "It pravide
the County or its designer a porriond of ninety (90) days w idndfy and prequalify
an eligible
pmh� far the affordable unit The nirmy f9I period shall w�mm upon written fiction
fro. the tb=�m�t ggeolloolistaillat the unit(s) will be available for sets, IftheC�lymits
design= does not privide a quaffed purchases who mccutm a contract of purchase during this
ninety (90)-day period, the then-c�l osury/builder shall have the right to sell the mitts)
without my r�fiaim on sales prim or income ofthe purchisser(s), provided, however, that any
unit(s) gold without such paysionion shall �nhelms be w=wd toward the number of
affordable ..its required to be provided payourayant to that terms of this Section 8.2. . The
requiraments ofthis Section 8.2 shall apply only to the first ale ofewl, office affordable suits.
(g) 'Me County shall have (be right, farm time to times on Femwaflde notice
and subject ho all appliclude privacy laws, to instant the records of Owner Or MY Mc�m in
interest for the purposes ofassrunng compliance with this proffer.
(h) Call Pro THIS PROFFER HAS BEEN SATISFIED.
Within sixty (60) days after the Board of Supervisors appyroval of ZMA 2000-009, the Owed
shall causa, to be contributed three hundred thoomd dollars ($300.000) cash un the County of
Alb�naT]e for the Albemarle Housing Indative rund By such other similar fund as may he
established or authorized by the County, The contribution shall be to fund affixordable home
ownership ]� prograim within the FBI and other � of Albemarle County, ineluding
Habitat
those pmvided by noin-profit homing agencies such as the Piedmont Housing Alliance,
pmvmmtpmp=. if such clusly contribution is
for Hummity, and the Albemarle Housing Jay
But expanded for the stated purpon within five (5) years from the date the funds were
=bibuted W the County, all unmpmdod Inds shall be refunded to the Ocuricar.
IX EDUCATIONAL AND OTHER PUBLIC FACILITIES
9.1 Ele�ta� School Nit . Within two hundred nearly (270) days following
request by See County, o�a shall dedicate to the County the Ind shown an the Applicuson
Plan as "Elementary School 12,85 Acres Schematic Layout", consisting of approximately 12.85
IS Lae). Prim
Items (us unallarportion of'such landin the County's sole discretion) (flm' cheat
0 dedication, the School Lin and be graded and computed by Owner to a minimum of 95% compactiorry a measured by a standard Pressor ted with sullable metals] for building
�naim as certified by a pmfessimal cingincer or as otherwise approved by the County
Engineer in conablish a fully graded pad site to accommodate an elmmtuy School. The
me�ional field impmvmmb shown on ficy Application Plan shall be fine graded and have top sell and aid] mmdmmto added, and the maim fier an undwgrowd irrigation system serving Site
fidds in B cc, any mogy a my a ova
misting a the �fional fidds M B - a
ground improvements. The pedestrian priffigrays as shown on the perimeter of ffic School Lot an
the Application Pigs shall be refused on the subdrjam plat prepared by Owner creating the
shall be installed when the site is graded far the education fields.
School Lot and the pathways
The Owner shall provide all office to the School LET. The deffication shall indude e�mm
anion Graded's land toy wungs he and me of Swm Water Basines 5 Mo 10 show. a. the
mation mm=U 0 allow St�wg� Basin
Application Plan, together with all temporary cong
10 to be redesigned and crilarged, ffnecessarry, to a=�odaW the School Lot manometer. The
School Lot shall be used a an dernaryart, school siter but if the County d�inm that the
School Lot will not be used as an dencipurry school shot it shall be used by the County for park
and recreational purposes serving both the North Pointe community and the region. If the
I December 31, 2016
County does not request that the School lot be dedicated by the law a
(which �ber.11, 2016 deadline may he astraided by wrifign mutual agrmm� ofthe Owner
and the County), or thing (3) years efler the issuance of the first residential building permit
within the Project, the Didner shall be under no further obligalion By dedicate the School Lot for
the purpose described harecin, but shall, by January 3 0, 2017, or thirty (30) days aft" such let=
ties, contribute five hundred thousand dollars ($5(10,000) cash be the Comfy to be wed by the
County firer projects Identified in the County's CIP reasonably related to the needs of the North
Pointe �mmity, and in wall coast the School Lot may be used for other residential purpossaw
as approved by the county aim request by Ownsal for an angensiment to the Application Plan.
cal Lot for a suchrial or far park and
Aft. dication and beforic the County am the Sol, chair] Lot Until
morgational pwp�s, and ifmquwod by the county, Ownushall maintain the 9
to the Overver's right to goodusion use of the
rinquessual by the County to no larger do w, subject
SchmiLofforpwkandr�timalprposm, Such park ad functional purpostat shall be only
the. am ko.B on an approved final site plan or subdivision play for the � that includes the
School Lol. Upon being requested by the County, Owner shall came all use and maint�nm of
On School Lot and �ove all inspormosengents established by Owed that the County requests be
removed. The County shall not be obligated to pay Owner for my imPmve�u established by
Owner that the County moins. The deed of dedication for the School Lot shall provide that if
the County accepts title to the School Lot and then does Out construct either a park or a school
within twenty (20) years following the date the BOW of Supervisors ppro� the ZMA
Amendments than upon Change's requat title to the School Lion shall be �f�d ill Owner in
no =panic to Owner.
9.2 Bus Stop Turnflis, Bus Stop suit Us, Su,les
(a) Owner shall without tm (10) public bus stop byrooffs as she. on the
Application Plan, or od=vA� two (2) in the wuth�ost residential sees, few (4) in the
commercial areas and four (4) in the other reendential areas, exch in a location mu�lly
acceptable to Owner and the County. Ile bus stop turnoffs shall be approved with saw
constriction plans far the Promat and bonded and conestrucled with the aspects.
(b) Upon ft graquend by the County, Owner shall �tribute the amid a= of
twerity five thampand dollsim ($25,000) cast, towards the design and construction of the above
pound bus Stop improvmmts such in bandoes and shelters meeting standards established by the
County at each bus stop. Ifthe County does That request the funds, By mqumts [be funds but does
not ornintrusix the bus stop impmvmmts by the laid of Decarryther 31, 2015 in thing (3) years
after completion of the mad network that includes the lays stop turnoffs, than subject By mom
of fares majeures the mmpmded parcels shall, in the discretion of the Cimmy, either be trimmed
to Owed or applied in a project iderifified in the Counly's capital improvemmm program within
or adjacent to die Pirtand thin bmefim the Project
(c) Within thirty (30) days after the introduction of public t�pmation By
the project, Opera shall contributle wmty-five thoomd dollars (S25,000) cash to the County to
be used for operating expenses milated in such services and shall thereafter annually �uibute
Togtfrin Thousand Delta. ($25,000) cash to the County th be ..ad far Operating ,..a
related I. Such service Far . period of nine (9) additional years, such that the total find.
ThemandDollm($250,000). Iftheintroduction ciftyrublictricaspostaticarto the Projecidwanot
contributed to the County panywhord to this Section 9.2(c) shall not med Two Hundred Fifty
M,7 the ZMA
III
commerce by the law of ton (10) years after the Board of Supervisions up
suressiment, or severy (7) years add the dale ofthe issuance oftly, first cerfi cateorfaccuponcy,
for the fast commercial building within the Priject, this Section II shall became null and
void.
X. ACCESS TO ADJACENT PROPERTIES
10.1 Dedication oarRialld-of-Way-Extemi-r, to panel 221E Urylem the dedication
of public righFI,faway and the clarstruntion of Rich street are required in conjunction with the
appraisal of a subdivision plat under Albemarle County Code 14-409 and related sections, Or
than suggrossomer
Omer shall naperve the fifty (50) foot wide right-olf-way, located within the area shown
an Sheet 8 and identified as a -50' R.O. W. Reserved for Film Dedication" wa�ting a right-
of-way fim the proposed middle crourance mad intry North Pointe to the moth= property line of
Tax Map 32, Pareart! 22F rrMP 32-2213"), Prior in the incomes, of a building permit for
Building 32 So dw" an the Application Plan, Omu shall record in the Clerk's Officts of the
Circuit Court of Albemarle County, a �% irrevocable dead of dedicadon dedicating in puldicy
use ficr road purposes, the we labeled '50'R.O.W. Reserved far Future Dedication" Omer
aclurgypossiodges that if it is Fed pact of a subdivision plat approved by the County, web offer of
dedication must be find reviewed and appragand by the Board of Supervisomrs and accupsysed by the
Board. Sent, dead of dedication shall include the fbllowing carmaditions: (i) that TIMP 32-22E
shall hm ban upettled; and (if) that Prior to its use for mad pwposes, them shad have ban
constructed an the land so ddim�d a mad approved by the County Bad accepted by VDOT for
public use nor bonded for VDOI a=p�m. At the time of the construction of the � road
serving Building 32, the O�m shall construct the intenclion curb radii or the mad serving
red (100)
7W 32r22E it �d ��L4im of such mad fu at ]cast . minimum of can hand
fee fears Isdardiside Drive Eaton. The Owner shall also place in the and Of such mtaWed road, a
sign, appmved by the County, advising and notifying the public that such right-of-way is the
location of a finum road expeassion. Owner shall giant �PararY ww�ctim memmU
determined necessary by the County Engmeu in slow for the mad ill be extended to TMP 32.
22E, puldely mmefim logical shall be an Owt property and Outside of the dedimW
right-agway, md shall be cirlablishard by the applicable site Plan. No impmvmmts shall be
located within the tmpomry wWmetion m�mM until wnshWion of Such road has ban
completed.
10.2 Amarim, to Tax May 32A. Section 2, Purd 4 Awarcumt N�thwoods MoU
Rome Park J',P.rty)t Unless the dedication of public ligherelf-way, and the construction of
such meet are required in conjunction with the approval of a subdivision plat water Albemarle
County Code § 14-409 Bud restated Sections, cor their m�ms:
ohms, "I reserve an . I. the location labeled "50' R.O.W. Reserved for Future
Destination" in the mostany and ofthe main commercial �m road fingin U.S. Route 29 on Shed
B for access to Tax Map 32A, Section 2, Parred 4 rTMP 32A-2-4"). Prim W the issumm of a
building permit for Building 6 or Buildings Vi through VI exch as shown on the Application
Plain hicb, is olicyr, Owner hall record is the Clerk's Office of The Cirigh Crion or
Aft a County, a current, immosuble deed of dedication dedicating to public ale, for mad
Purposes, the am laboled "I R.O.W. Reserved for Future Dedication" Owner acknowledges
that ifit iSM, part ofs subdivision play appmved by the County, such offoroftleadication mug
be first mimed and approved by the Board of Supervisors and acupped by the Board. Such
dead of dedication hall include the following comfitions: (I) did TMP 321 shall have bocn
upolowd; and (If) that prior to its use Ron mad pug�, them shall have bow computational on the
land so dodicattlad a mad approved by the County and accepted by VDOT for public on OF
braided for VDOT A ceptaine. At the time of the construction of the noundninut serving
Building 6 and Buildings VI through V6 the Owner shall =Met the uncommon curb radii
and mtmd constranction of the mad for a distancep of at ]cut thirty fact beyond the moWabout,
The Ousioner shall also place at the end of such cortended mad, a sign, apPRyvM by the County,
advising Bad notifying the public that such right-ofmay is the location of a future mad extension.
an and before the conditions ofthe dedication have ban Satisfied, and ifrqumted
After dlicati
by the County, Owner shall maintain the dedicated land until requested by the County to no
longa do so, subjerst be the Overser's right to exclusive ling of the dedicated land for park,
mautioml, and/or gmmspao prurposses. Upon facing mquwod by the County, Ogwer "1
"a all use Bud ain�m ofth. dedicated land dimove all impmv=m� ��blishcd by
Owner Ofat that the County requests be removed. Own�shaUgmnttmpomywmtmdlm
�u as determined necessary by the Co=IY Engineer to allow for the mad to be extended
ity IMP 32A-24, which construction ===is shall be on Ovencer's property and Outside of the
dedicated tight -of -way, and shall be mmblishcd by the applicable site plan. No improvements
shall be ]=led within the temporary construction -S=cnts =61 cmstmctim Ofatch mad had
ban completed.
XL SIGNATORY
12.1 Certificialt. The undersigned �ify that they we the only owners offlee Propperty,
which is the subject offig, ZMA Antendment.
12-2 The ear. Them proffers shall rim with the Propwty and well rdmnw to
I include within its meaning, and shall be binding upons,
Osamu within those proffers; gral
Owner's showassam(s) in im� and/or the developer(s) of the Property, BIT my practice of the
Property.
(Signoras Pages Immediately Follow)
This Proffer Statmmt may be signed in mawp� and/or via facsimile with the same
full flow and effect a ifall mig� wom original and on one do=mt.
III Giant Romarn Magalpianit (C.Pliy,
t
COMMONWEALTH OF VIRGINIA
CITY OF CHARLOTTESVILLE
u mi Notary Pubpl� sdiction aforesaid hereby corifies that
a a
�t �udthe I-aricat Eastarn Managerially[ Ctunparry,
roIle LLC V mparly, is Signed to
ille, LLC, Virginia limited liability or
the fireohig Amended ad Restated Preffor Statmwt bearing the date as of
2013, aokwwlMgod the sonic before me in my jurisdiction afb�id an behalf of sand limited
liability company.
Given Md. my hand this A/I 011E
L3— day of
r7
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my mm, expires
01 2014
[S Notary Pul
'EAL.)
COMMONWEALTH OF VIRGINIA
COUNTY OF ALBEMARLE
Th mdessigned Notary Public kin and for thiti . an . soliction Sfmmaid hereby cadiflar that
'I n f Great Eastern Management Cousicany,
me a, VC,,,aiMal,
AS ... ideas L.L.C., a Virginia limited liability contairmy, is signed M the
Manager ofViolerHill
Ammded and Restated Proffer Statement bearing the date as of 2013,
acknowledged the samebreforry me in my,jurisdiction aforesaid an behalf idarifity
faile
�iny
Given under my hand this 1-3day Of Ividiorkur 2013.
My�,nionexpi.�:
[SEA
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obirmilassitya iLa 0A
CWH P
0 �ROF LIMITED PA�RERSHIP
I Limited
R row Limited Partnership, 0 partner
IT C;rmt Em
y: Great Eartain ManwiI aRBI
/13,115
Dual:
OOMMONWEALTH OF VIRGINIA
COUNTY OF AL13EMAPIE
i ad Notary Publi art or idiction if�..�d Family certifier that
far clu I Great Eag= Management Ccornparry,
(*. T
artnership, eral Parmser of CWH Properties Unit
P�mhip, a Virginia limited partowsh - Old to the for0-grig A tied Brad Restated
PmffuSW=.tbe.,i.Sth.dwemofUa2O]3,wJc..wWg�dt�h.�ebefommt
in myjurisdiction aforesaid an bodualforfnd i5artnership.
Given under my hand this day of tialovitiTAIS'd 2013.
My MP�- "I 11III Plablic
Namp dishurg.
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MVC� EV. March 31,2014
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BRIAN C. MITCHELL, P.E.
)ESIGNED BY
BCM / LEN
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PROsi
20190267
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\_� o I i 1 t I ■ ` -- I / / / (/ f (/ / SUE MODIFIED (1) 0 U
i \ ■ / MARK TYPE LANDSCAPING ACTIVITY ',w.er. SIZES S.F.
! l ', ( -- . ` ` O CRITICAL SLOPE
'� -/ �l f>/ I �♦ ` `^ \ \ l i / \ �— �' A Residenbal Park Landscaped grass 8 benches Passive 19.500 NIA z dl
B Natural public am hrtheater Grass howl Passive 12,995 NIA
/ p�T�jT+� - l ♦ ���` _ _�\ C Residential Street Island Landscaped grass Passive 16,457 6,936 ®- PRESERVED W
/ _ 7 • --" \\ _ _� � \ 1 Illl , /� _ i \ 5 I 1 D Natural Valley use nceRec Natural woods 8 benches Passive 27,923 65872 x••�
' %`'�-� ••• �% — / E South Club House Recreation Area Naol tuandnaturaloods& woods Active/Passive 4829,370 o Ie
G�LO� D , - % �/ % ; / /// �� \ \ \ m au nnro ui.4 v el I"1 CO O
U,�� j /r / -I�. ♦ \\ ` 1 I �/ f //' 1 1 F South Club House Picnic Area Play courts in natural woods Active 53,600 47,267
`,4i • ■ / i I I r r I �/ J —_ —��� \ i I I G Exercise Pathway Landscaped walk & benches' . Active 36,544 NIA — MANAGED W U
(/ // IO.neE 6m■nu rind q eoA 1rns c•®eamnll
\\~"- f 1 • 1 13
toj `. ��� 1 ! / (/ 11, f i ! I I H Urban Plaza (landscaped) Landscaped walkways Passive 12,100 NIA ,r U
I North Club House Recreation Area Pool and natural woods All Passive 50.669 64087 W
\ J / I i / / - r'� •l- ASCA CREATED/MAN MADE W 0
Natural Valley Entrance and Flay Area Play court in natural woods Aebvel.Passive, 17,586 72,392 'al •L
83 \ •• I \_'_ // ! q \ `\ I TOTAL 284,981 307.C63
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�� I T I
GREAT EASTERN MANAGEMENT
2619 HYDRAULIC ROAD
CHARLOTTESVILLE, VA 22901
TOWNES SITE ENGINEERING
C/O BRIAN C. MITCHELL, P.E.
9850 LORI ROAD, SUITE 201
CHESTERFIELD, VA 23832
PHONE: (804) 748-9011
IFIED
GREAT EASTERN MANAGEMENT
APPLICATION TAN
0" 1
�i�►� a o: "5101�rl
ASK US HOW
REV 06/11/14
Townes
SITE ENGINEERING
9850 Lori Road, Suite 201
Che■terfield, Virginia 23832
Phone:(804) 748-9011 Fas: (804) 748-2590
a�
BRIAN C. MIfTCHELI
Licr No, 035724
q 11123/2020 .,c
DATE
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BRIAN C. MITCHELL, P.E.
BCM / LEN
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l i i i i l' i i )f ; 1 i l i' i l l , l ,/ // i i i -+719- ---- ' ------------------
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LINE
TABLE
LINE#
LENGTH
DIRECTION
Ll
255.912
N73°
08'
35,11'E
L2
68,084
N36°
57'
46,96'E
L3
129,632
N48°
10'
23,81'E
L4
60,701
N32°
46'
39,13'W
L5
107,950
S36°
12'
54,91'W
L6
20,396
S24°
54'
19,16'W
L7
52,911
S36`
12'
54,90'W
L8
17,705
S49'
54'
19,87'W
L9
14,485
S36°
44'
33,25'E
CURVE TABLE
CURVE#
LENGTH
RADIUS
DELTA
Cl
25,432
830,500
001.7546
C2
101.714
369.500
015.7720
C3
124.663
75,000
095,2352
C4
118.963
645.500
010,5593
C5
37,048
25,000
084.9089
C6
44.481
284.500
008.9580
C7
24,778
284.287
004.9938
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PROJECT MANAGER
BRIAN C. MITCHELL, P.E. rn
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DESIGNED BY v
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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
RECEIVING
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
/ ALL SIDEWALKS AND HANDICAP ACCESS RAMPS MEET ADA REQUIREMENTS. CONTRACTOR SHALL NOTIFY
/ L / 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
I, EASEMENT PROJECT AREA ACREAGE 2.04 AC
EX VARIABLE W/DTH / RESERVOIR WATERSHED NORTH FORK RIVANNA — JACOBS RUN
— — — — SANITARY SEWER ll/ /
_ � _ FEMA MAP 51003C0145D /DATED FEB. 4, 2005 /ZONE
EX 20' gqRAINAGE _
EASEMENT L3� BUILDING: 3,800 SF (TOTAL AREA)
— — — — /— — �— — 2,600 SF (USEABLE RECREATION AREA
— — — — _ C1 _ � _ PARKING*: BUILDING: 1 PER 125 SF USEABLE REC. AREA
l / EX20 — — EX P/L — —L2 — — SWIMMING POOL: 11 PER 125 SF WATER SURFACE
4545P 25 = 36 SPACES
EX 19 — — 1 IP 6-2A � 23 SPACES REQUIRED (57 SPACES REDUCED BY 607)
L-7
WFILTER FABRIC 29 SPACES PROVIDED
27 STANDARD SPACES
2 ADA SPACES
*THE OF
If — — — _ �� WITHIIN MINIMUM
SUBDIVISIONRSHALLANG BE I REDUCEDEB BY RED PERC NT GE OFDENTIAL DWEL INGECREATIONAL UNITS WITHINTHE
FACILITY
\ / / / / /� — — —� SUBDIVISION WITHIN ONE —QUARTER MILE OF THE FACILITY.
REQUIRED SETBACKS: COMMERCIAL BUILDINGS
FRONT = 0' MINIMUM
NONE MAXIMUM
SIDE = 0' MINIMUM
NONE MAXIMUM
REAR = OMINIMUM NONE MAXIMUM
SITE IMPERVIOUS: 0.93 AC / 40,463 SF
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BRIAN C. MIffCHELI
Lic. No. 035724
;*, 1112JI2020 i
REVISIONS
rDATE ITEM
11 2J 2020 PER COMMENTS
DATE
07-31-2020
SCALE
,,=
" = 20'
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
DESIGNED BY
BCM / LEN
CHECKED BY
PROD.#
20190267
SHEET #
C — 3
♦ \ \ \ \ \ \ \ \ 1 . 1 1 1 :/ �_— / / / , / / --- — CT/1 r1\I Mn♦1\1 \1!\T -
-------------------------
IN \\ `` \` `` \ \ \ ♦ \ \ ` \\` 1 I I I 1 1 Ii__________________ 1. ALL PIPES ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
\ ` `\ `♦ `\ \ ` ` ` ` `\ 2. VDOT STANDARD ST-1 STEPS REQUIRED ON ALL CONCRETE STRUCTURES 4' TALL OR HIGHER
N.\ I ' 1 1 ' / y / / / ' ___ — — — — — — — — — - 3. RCP PIPE TO BE CLASS III UNLESS OTHERWISE SPECIFIED
i `\ �/ / / / / T '-- --____ 4. ALL ROOF DRAIN PIPE FROM BUILDING TO RCP STORM SEWER SHALL BE HDPE OR EQUAL
1 1 /
\ \ 1
I I 1 -
\ I
\ I 1 _
\ I r _ \ \ I I I _ 5. ALL STORM SEWER WITH INVERTS B -
\ \ \ ♦ 1 . / _ E BELOW THE NORMAL POOL OF SWM BASIN TO BE 0 RING PIPE
_
/______________________ 6. BOOT CONNECTORS REQUIRED FOR ALL PLASTIC PIPE CONNECTIONS INTO STORM STRUCTURES
`♦ `\ \ `♦ `\ \ \ \ ` ` i I i i l --- / 7. ANY STRUCTURE PROPOSED TO BE MODIFIED MUST BE REPLACED IN THE EVENT OF DAMAGE DURING
I I I i I I I , 1 I / / `--- / / / / / / / / / / MODIFICATION.
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TOP = 484.500
1 INV OUT = 481.000 VDOT DI-5
TOP = 485.010
3 INV IN = 480.785 DI-38-72in (6ft)
INV OUT = 480.685
TOP = 485.002
5 INV IN = 479.693 DI-3B-72in (6ft)
INV OUT = 476.486
TOP = 471.000
7 INV IN = 466.000 M/H
INV OUT = 465.900
TOP - 465.958
9 INV IN = 464.000 EW-1
Storm Pipe Table
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
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4.78%
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REVISIONS
DATE ITEM we
112312020 PER COMMENTS ;
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DATE \
07-31-2020 J
SCALE
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PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
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DESIGNED BY
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•/ / /----- --------- --------------
EROSION CONTROL
'
------------------------------
------------------------
EROSION CONTROL DEVICES AS PER VIRGINIA
------------- --------------------- --------------------------------------_-_-_----- _— ERGS N AND SEDIMENT CONTROL HANDBOOK
STDE. / r-----------------------------------------"---- \\
/ / \ Itl 1 3.02
— _____________ — PCE CONSTRUCTION ENTRANCE
--------------------------------------------
I I 1 �' 1 I �I �' I' / l —_\` / / // ________________________________________ --- — _ ` 1 / ' 1 I , I I 3OS
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j / j i / /' % % i / i______________ —'_ __________—--�\ \, I I ' I I I I I 1 I I I I I 309 —�—�— TEMPORARY DIVERSION DIKE
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\\ \\ ♦\ \ `\\ `♦ \\ `\ `\'` i i i J y/ '------- / / / / /---------------------------------------------------------------------------- _-"'' EROSION CONTROL
\ \ `\\ ♦\♦♦, \\♦ \ \ `\\ `\\ `\\ `\\ \ \`, `\ `���1 1 I 1 j I j I I lI / % i / — STD E EROSION AND SEDIMENT CONTROL HANDBOOK
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\ , ♦ \ ♦ \ `\ ♦\ `. `\ \ \ �l 1 , ' I j I 1 1 ' ' 11 / / `O , / / / / - - - - , & SPEC.
------------------------ ___
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`\ \ `♦ \♦ \\ \\ \ `♦ `\ \♦ `♦ \ `� / ' I I 1 I I I 1 1 j l ��l `♦, _____________ --- CONSTRUCTION ENTRANCE
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PROJECT MANAGER
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Sherwood end iyll
SILFENCE T CUL VER T INLET
ciP PROTECTION
3.08
ENDWALL
TOE of FxiE cuLV
TOE OF l
SILT f£NCE o •
•DISTANCE 15 W MMIMUM IF FLOW
IS TOWARD EMBMIKIl
now
OPTIONAL STONE COffBINATION**
b y.
now �Y
raaT /3, /M7. J5, /56 OR /37 COARSE 'AGGREGNT CLASS I �'
r0 REPIACE SNT FENCE R! ' NORSESNOE WREN
racN w.ocin DF now Is arRECTm
SOURCE.• ADAPTED them VDOT Standard Sheets and Va. DSWC PLATE 3.06-1
YWI HU/IU Nu Ml JINVL4INW
VA DSWC
DD TEMPORARY DIVERSION DIKE
3.09 I Compacted Soil
18" min. 1 1
Area to be protected I I I
-Flow
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SOURCE: VA. DSWC I PLATE 3.09-1
SOURCE.• VA. DSWC PLATE 3.07-6
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ST- l SCALE
Silt Trap
1
Area=
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Wet Volume Req'd
3256
cf
Dry Volume Req'd
3256
cf
Bottom L ee
37
it
Bottom W ee
19
It
Wet Depth ee
3.0
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Dry Depth th ee
2.0
it
Wet Volume Actual
3269
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Dry Volume Actual
3689
Cf
Stone Outlet L ee
11
ft
Side SloP es=
2 :1
Bottom Ell ee
459.0
Top Width=
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Top Length=
57.0
SOURCE: VA. DSWC PLATE. 3.13-2
IP SILT FENCE DROP INLET
3.07 PROTECTION
2 X 4- W000 FWwE
DROP INLET
Wl GRATE
FRAME
_ V^/ G41HER
U IXCRS
AT CORNERS
PERSPECTIVE VIEWS
STAKE
FABRIC
ELEVATION OF STAKE AND l�
FABRIC ORIENTATION DETAIL A
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING I Cl 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
NORTHI,
SOUTHb
PLANT
3/1
5/1
8/15
2/15
5/1
9/1
SPECIES
CHARACTERISTICS
Acre
1000 ff2
to
to
to
to
to
to
4/30
8/15
11/1
4/30
9/1
11/15
OATS
3 bu. u to 100 lbs.
(p
216s.
X
-
-
X
-
-
Use spring varietal e.. Noble.
P 9 ( 9 )
Awns a•llw
not leas than 50 Ibs. )
RyEd
2 bu. (up to 110 Mrs.,
2.5 Ibs.
X
-
X
X
-
X
Use for late fall seedings, winter
(Sella cwwle)
not leas than 50 Ibs.)
cover. tolerates cold and low
moisture.
GERMAN RYEGRASS
50 Ibs.
approx. 1 lbs.
-
X
-
-
X
-
Warm -season annual. Dies at final
(Setarla itslka)
frost. May be added to summer
mixes.
ANNUAL RYEGRASS°
60 His.
1 1h Ibs,
X
-
X
X
-
X
May be added in mixes. will
NImulll-flarum)
mow out of most stands.
WEEPING
15 lbs.
5 )h are,
-
X
-
-
X
-
Warm -season perennial. May
bunch. Tolerates hot, dry slopes
LOVEGRASS
and acid, infertile sous. May be
(Er•grosas wrwla)
added to mixes
KOREA
KOREAN
25 Ibs.
approx. 1 Y2 Ibs.
X
X
-
%
X
-
Warm seasonal annual legume.
c
LESPEZA
Tolerates call sous May be
desa e9pulacm)
added to mixes.
a Northern Piedmont and Mountain region. See Plate 3.22-1 and 3.22-2.
b Southern Piemont and Coastal Plain.
° 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 2C 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
Minimum Care Lawn
Tall Fescuel
95-100%
(Commercial or Residential)
Perennial Ryegrass
Kentucky Bluegrossi
0-5R
0-5R
TOTAL' 175-2DO Ibs.
Him Maintenance Lawn
Tall Fescue
- TOTAL 200 250 ks.
Tall Fescue
128 Its.
General Slone (3:1 or less)
Red T Gass or Creeping Red Fescue
op
Seasonal Nurse Cropz
2 Ibs.
20 Ibs
TOTAL: 150 Ibs.
Tall Feel
108 Its.
Law -Maintenance Slane
Red Top Grass or Creeping Red Fescue
2 Ibs.
(Steeper than 3:1)
Seasonal Nurse CroP 2
20 Ibs.
Crownvetch3
20 IbA
TOTAL 150 Ibs.
1 - When selecting verities of turfgrass, use the Virginia Crop Improvement
Association (VCIA) recommended turfgrass variety list. Quality seed will bear a
(able indicating that they are approved by VCIA. A current turgfgrass variety list
is inalable at the local County Extenstion office or through VCIA at
804-746-4884 or at htto://mdon.cses.vt.eduAtmi/Turf/turf,/publications2.htmi
2 - Use seasonal nurse crop in accordance with seedingdates 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 Sericea lespedezo for Cromsetch east of Farmville, Va. (May
through September use hulled Sericil all other periods, use minded Sericial
If Flotpen is used increase rate to 30 Ibs./acre. If Weeping Level is used,
include in any slope of low maintenance mixture doing warmer seeding periods,
increase to 30 - 40
SOURCE: VA DSWC
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 1. THE SITE SLOPES TO THE EAST T TO A CULVERT THAT WAS
PROPSOED WITH NORTH POINTE SUBDIVISION SECTION 1.
ADJACENT AREAS
THE SITE IS BORDERED BY THE ROADS THAT WERE PROPOSED WITH NORTH POINTE
SECTION 1, ROCKY CREEK DRIVE, NORTHPOINTE BOULEVARD AND NORTHFORK
DRIVE TO NORTH WEST AND SOUTH 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.
SOILS
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 TIM 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.
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 BMPS HAVE BEEN DESIGNED TO COLLECTIVELY ADDRESS THE WATER
QUANTITY ASSOCIATED WITH THIS RESIDENTIAL DEVELOPMENT, , THE FUTURE
APARTMENT SITE A PORTION OF THE FUTURE RESIDENTIAL SECTION EAST OF THIS
SECTION WITH NORTHPOINTE SECTION 1 AND THE CLUBHOUSE. THE 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 VAR10-PART II-F. ATTENTION WILL BE GIVEN TO THE
FOLLOWING ITEMS:
a. SEDIMENT TRAP WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE
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 A STORM EVENT
HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE
IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY
MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY.
CONTROL HANDBOOK.
2 - PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL 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 MRM41ZE 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 H
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 UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
CONTROL HANDBOOK.
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
2 - PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO
A - NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED ATONE 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 LEFT DORMANT FOR
DISCHARGED INA 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 BY
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 MAY BE REQUIRED BY
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ENVIItONMENTAL 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 THROUGHAN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND
CONSTRUCTION SEQUENCE TO BE AS FOLLOWS:
DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS
1. THE OWNER MUST GIVE THE COUNTY INSPECTOR 48 HOURS NOTIFICATION TO
OR OFT -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 BE REQUIRED BY
CONSTRUCTION MEETING.
ENVIRONMENTAL ENGINEERING IF WARRANTED BY FIELD CONDITIONS.
3. INSTALL CONSTRUCTION ENTRANCE ON THE ENTRANCE AS SHOWN.
6 - THE TEMPORARY SEDIMENT TRAPS OR SEDIMENT BASIN SHALL NOT BE REMOVED
4. CLEAR PRELIMINARY LMTS 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 LMTS OF DISTURBANCE IN THIS AREA AS SHOWN
8 - AT THE 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".
8. CONTRACTOR SHALL CLEAR SEDIMENT TRAP OF SEDIMENT THAT BUILDS UP
OVER Il 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 or pipes 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 (Ill 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 o£the channel bed or banks (Q,y, Qz and V2 arc required)
Or
C. Man-made channels must be analyzed to demonstrate that (1) the ten-year storm will not overtop the charnel banks and (2) the two-year storm will not
cause erosion of the channel bed or banks, or (3) the 10-year storm will not cause erosion of the channel bed or banks for improvements within Cormty
Drainage Easements (Q,dy, On, and V2/ Vlo are required),
01' . . -
•D. • Pipes and storm sewer systems must be analyzed to demonstrate that the ten-year stator will be contained within the system (Qcapacity, Qno and hydmaic
. �r'AdSl4eS8IcYIIS1°4s8LeTe8Yhfdl............ ...........................
or
E. Runoff is dischar ed duou an energy dissipater where flat poorly drained topography exists within the limits of the 100- ear flood lain. RPA, or
8 bl ie W P N Y P
Wetland and when acceptable velocities are demonstrated. A formal writtenvariance request must be submitted found roved by Env. Eng.
eP eq PP
Or
F. The pre -development runoff rate is maintained by methods other than onsite detention for the Q2 (natural) or Qto (man-made) stone event during the same
post -developed stone event discharging into an adequate natural or man-made conveyance system. If not adequate- a for fuel written variance request
must be submitted to and approved by Env. Eng.
Or
G. The a-devel ment nmoffrate has been achieved via onsite detention. A formal written variance r uest must be sub witted to and approved by
Pr °P e9 PP
Env. Eng.
Or
H. A combination of the above methods to include detention and drainage hnprm ements, or other measures acceptable to Environmental Engineering to
prevent downstrearn erosion. (A formal written variance request must be submitted to and approved by Env. Eng. )
Discharge Point
Adequacy
Situation
Project
Drainage
Area
Taal
Drainage
Area
Qr,r,ay
Q2
Qio
V2
Via
Cross Section, Profile, DA
Map and Calculations
Shown on Sheet
X-Section A
D
1.80 AC
8.97 AC
175.94 CFS
N/A
24.89 CFS
N/A
15.2 FPS
C-6
LT H
BRIAN C, MI6rCHELI
Lic. No, 035724
a 1112JI2020
REVISIONS
DATE
DATE
07-31-2020
SCALE
NOT TO SCALE
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Lic. No, 035724
q� 11123/2020 .<
DATE
REVISIONS
DATE
07-31-2020
SCALE
AS SHOWN
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Q
BRIAN C. MITCHELL, P.E.
BCM / LEN
201
C -
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
a za' IN a' INITIAL BACKFlLLU
MIN MIN. BEDDING
8 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
INITIAL BACKFlLL
4 11 Y#68
UNSTABLE a" e"
SOIL\ MIN. MIN.
STONE
RANULAR FILL AS
APPROVED BY ACSA
ST CI 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
1/8 SEND
O
Orr
NOTE
NO SWEATED HTTINGS
DUAL SERVICE
SINGLE SERVICE
NOW:
1) SADDLES SHALL BE USED ON PVC PIPE
1' COMPRESSION x 3/4' MALE PIPE COMPILING
OR APPROWID EQUAL
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENT&
AND IRRIGAMON SERMCES.
�r
R
MNPRE590N x 3/4' MALE PIPE COUPANG
PPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESDDJTIAL SERVICE WHERE AN IRRIGATION
BEER Is rvor FRONDED.
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-6A
EIII
n I I
SHAPE TO BE
- - - - - - -
i
WITH MORTAR
FLOW
DO NOT
o
BEVEL
B
INVERT
a
If
i j
NOTES: 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE
ENDWALL WOULD PROTRUDE MOVE SHOULDER LINE.
6. BEVEL EDGE IS REWIRED ON THE HEADWALL AT THE N.ET 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.
7. 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 IN PLACE CONCRETE TO BE CLASS M. FOR PRECAST SEE
S.ON SHALLOW FLLS, WHERE ENDWALLS ME 1'OR LESS BELOW SHOULDER
SHEET 101.02.
LINE,THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE
GRADE OF THE ROAD.
4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL
SKEWS(0•TO 45•).
9. I'j' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MMUFACTURER'S OPTION.
5. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT
WITH INVERT OR WINGWALLS OCCUR
EW-1
EW-1A
ENDWALL FOR CIRCULAR PIPE
DIAMETER OF PPE CLLVERT
12"
15"
1a"
2V OR 24"
T' OR 30'
• OR 38'
A
0'-e"
O'-8"
0'-9"
01
1'-0"
1'-O'
B
0'-11..
1'-1"
T-3"
T-6..
C
1'-4"
T-7"
I'-9"
T_2"
2'-8"
2'-9"
0
1,_O.,
p_3„
1._e,.
2'_01'
2,_6„
3'_0..
F
0'-6"
0'-8"
0'-8"
0'-9"
EII
H
2'-3"
2'-11"
Y-2"
I.-B"
4'-3"
4'-V'
L
4'-0"
5'-0"
6'-0"
B'-0"
101
12--0"
a
0'-P/i'
0'-11f'
0,_2�,
0'-21/f"
CI0'-3Xi'
b
0'_T,
0'-IV, '
0'-1%z"
0'_2„
0'-21/z'�
0,-3„
CUBIC YARDS OF CONCRETE
GONG. PIPE
1 0.241
1 0.492
1 0.697
1 1.319
1 2.067
2.947
C.M. PIPE
1 0.257
1 0.521
1 0.739
1 1.398
1 2.198
1 3.145
ENDWALL FOR ELLIPTICAL PIPE
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE)
231-x14"
30".19"
34"x22"
381
42'k27"
45"x2g"
4P'x32"
53"K34"
A
O'_S"
0'-9"
O'-10"
01
01
1'-0"
P-O'
1'-0"
B
T-2"
V-5"
T-6"
1'-8"
T-9"
1'-10"
1-11"
T-11"
C
1'-a"
1'-11"
2'-l"
2'-4"
T-5"
2'-7"
2'-8"
2'-9"
D
T-2"
T-7"
T-10"
T-O"
2'-3"
2'-5"
2'-B"
T-10"
F
O._8,.
O._a..
0._g„
O.-S.,
0,_g.
O,_".
O,_g„
0I
H
2'-10"
3'-3"
3'-T'
S'-9"
4'-0"
4'-2"
V-5"
V-]"
L
5'-5"
7'-2"
8'4"
111
11
10'-IT'
1214,
12'-till
S
23
2
2"
3
"
3ia
--111.
4
O/1
0/
0-3%"
O,_40
01
0-511
b
O�_2,�
0'-21/2'
0'-23Q'
0�_3��
0'_3/2"
0'-3�i"
O'_4"
0'-VA..
CUBIC YARDS OF CONCRETE
CONC.PIPE 1 0.502 1 0.855 1 1.238 1 1.500 1 1.811 1 2.101 1 2.512 1 2.801
��LX.JT
ROAD AN
�REFERENCEN STANDARD ENDWALL FOR PIPE CULVERTS D BRIDGE STANDARDS
105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 of 1
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
01.01
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
NOTES:
1. THIS ITEM 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" (21" DEPTH)IN ORDER THAT THE BOTTOM
aF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
5. CG-2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
INTHE SECTION ON GS URBAN STANDARDS.
2 RADIUS
A
SURF,
:': JJ1{1 :•'
IS - •!�D�•]D••�D� BASE
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
�7' R
e
D.; D•;
0• .;A;.
D.; - D.;. D
0
D.; D.; t D
;4'. ;�'
D.; • D.;. D
A A .
SURFACE
BASE
SUBBASE
CG-2
PREFERENCE STANDARD 6" CURB ��L'L' ROAD AND BRIDGE STANDARDS
105 REVISION DATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.01
2016 ROAD & BRIDGE STANDARDS
TD-10
EMBEDMENT B"MIN
SPRING LINE O
OF PIPE
NO. 68 STONE - -
REMAINING BACKFlLL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INTIAL 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
BACKFlLLED ENTIRELY WITH N0. 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 STMOMM SL-1 FOR APPLICABILITY OF SAFETY SLABS B
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD-34
HALF PLAN VIEW
MI
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
BRICK CONCRETE
NOTES:
1. 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 MM44OLE BLOCK.
5. IF BLOCKS ARE USED THE MINIMUM
THICKNESS OF SAME IS TO BE 5".
OTHER THICKNESSES ARE TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
6. ALL CONCRETE TO BE CLASS AT.
7. WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SHAPED N
ACCORDANCE WITH STANDARD IS-1.
THE COST OF FURNISHING AND PLACING
ALL MATERIALS INCIDENTAL TO THE
SHARING IS TO BE INCLUDED N THE BD
PRICE FOR THE STRUCTURE.
SPECIFICATION
REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIJDGE D5 STANDARDS
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
10
1.6
0.785
3.009
11
1.9
0.970
3.455
12
2.2
0.970
1 3.817
13
2.5
0.970
4.179
14
2.8
0.970
4.541
15
3.1
0.970
4.903
16
3.4
0.970
5.265
17
1 4.0
1 1.173
6.032
INCREMENT
1 0.45
0.582
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
CG-6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB M 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
LAYER THE BOTTOM OF THE CURB L GUTTER
OOF SUBBASE COURSES NLMTOTHE
TDDEPTH COPE
THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CO-6
IS BASED ON ROADWAY CLASSIFICATION AND
R THE ROAD SPEED
MANUAL IN
APPENDIX
THE SECTION F
ON GS URBAN STANDARDS.
• D
b
D D D O D O D
L, D
THE BOTTOM OF THE CURB M(
8" _ I _ 2'-0" GUTTER MAY BE CONSTRUCTED
TTT«< PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
4 MAY BE CONCRETE MINIMUM DEPTH OF ]"
IPTION OF THE CONTRACTOR IS MAINTAINED.
REFERENCEICOMBINATION 6" CURB AND GUTTER ROAD AND 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 1,
STREET SURFACE OR
NON -PAVED AREA
V-0" MAX
RUBBER COATED STEEL
STEPS CAST IN PLACE
3'-0"
MIN
PRECAST REINFORCED
�
CONCRETE SECTIONS
12'•
MIN
"0" RING SEALS
4
16"MMAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5"
4'-0"
FROM INLET TO OUTLET
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1. BEDDING THICKNESS REQUIREMENT SHOWN
IS MINIMUM AND SHALL BE
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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
,,,,,/,,,,, I
THE LETTERS V.D.O.T. PRE OPTIONAL
-
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APPROXIMATE WEIGHT
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SECTION B-B BOTTOM
XVDOT SPECIFICATION
ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE
SHEET 2 OF 5 REVISION DATE 224
VIRGINIA DEPARTMENT OF TRANSPORTATION 302
106.02
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
CG-12
"5 DOWELS, 8" LONG PERMISSIBLE
AT 12"C-C 5- MIN. CONSTRUCTION
pp 12:1 MAX �'S B
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SECTION B-B
NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 5.
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET,REGAROLESS OF THE
SLOPE.
TYPE B PARALLEL
APPLICATION
ROADWAY GRACE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
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SHEET 3 OF 5 REVISION DATE
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CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
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TYPE B (PARALLEL) APPLICATION 105
VIRGINIA DEPARTMENT OF TRANSPORTATION 502
2016 ROAD & BRIDGE STANDARDS
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REVISIONS •01
DATE ITEM w
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PROJECT MANAGER
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BRIAN C. MITCHELL, P.E.
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PERFORMANCE -BASED WATER QUALITY CALCULATION APPENDIX 51
PERFORMANCE -BASED WATER QUALITY CALCULATION APPENDIX SD
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: L,em° ed =
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)
((post)
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,
Lremoved/BMP1 =
65 x 21.516 = 13.985 pounds peryear
roadway= acres
consult the locality for proper determination of this value.
other:
(watershed = 16%
Lremoved/BMP2 =
50 x 1.820 = 0.910 pounds peryear
= acres
I total post -development impervious cover/A) x 10C 0%
edsung = ( P P P
= acres
Total = acres
lexisting 0% < Iwatersher 16%
Lremoved/BMP3 =
65 x 48.815 = 31.730 pounds peryear
Ipost 43% > Iwatersher 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 (Lpre)-
* 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.
Lpreiwatershedi=[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,,,rsheh):
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
1 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,,;,t;no):
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
lexisting = (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 ((post) 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 (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 greaterthan the average land cover
condition (Iwatershed)
lexisting 0% < Iwatershed 16%
l post 43% > Iwatershed 16%
Situation 3: This consists of land development where the existing percent impervious
cover (I existing) is greaterthan the average land covercondition (Iwatershed)
lexisting Iwatershed
Situation 4: This consists of land development where the existing percent impervious
cover (Iexisting) is served by an existing stormwater management BMP (s)
that addresses water aualitv
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: Lpost = 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 IBMP)] x A x 2.28 (Equation 5-23)
Where: LBMP = relative post -development total phosphorus load entering
proposed BMP (pounds peryear)
Ipost = post -development percent impervious coverof BMP drainage area
percent expressed in whole numbers)
A = Applicable area of proposed BMP (acres)
LBMP1 = [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
LBMP3 = [0.05 + (0.009) x 53 )] x 40.31 x 2.28
= 48.815 Pounds peryear
LBMP4 = 10.05+(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 (ft3) =
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 (ft3) =
2,835 ft3
treatment volume 0.5" of runoff from impervious area
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
5 W M/BMP4 :
Drainage Area =
1.54 acres
Impervious=
39 %
=
0.602 acres
Vwq (ft) =
1,093 ft3
treatment volume 0.5" of runoff from impervious area
Provided WQvolume =
2,359 ft3
ARFAC 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
I post = 43%
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