HomeMy WebLinkAboutSDP202000057 Plan - Approved 2020-12-04ALBEMARLE 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 (horizontaLvertical). 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 concretepipe 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 maybe required at
locations not shown when, in the opinion of VDOT (for public roads) or the County
Engineer (for private roads), or designee, it is deemed necessary. When guardrail is
required, it shall be installed four (4) feet offset from the edge of pavement to the face of
guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
4. Where urban cross sections are installed, all residential driveway entrances shall conform
to VDOT CG-9(A, B or Q.
5. Where rural cross sections are installed, all residential driveway entrances shall conform to
VDOT standard PFA _
6. Compliance with the minimum pavement width, shoulder width and ditch sections, as
shown on the typical pavement section detail, shall be strictly adhered to.
7. Road plan approval for subdivisions is subject to final subdivision plat validation. Should
the final plat for this project expire prior to signing and recordation, then approval of these
plans shall be null and void.
8. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform
Traffic Control Devices and the Albemarle County Road Naming and Property Numbering
Ordinance and Manual.
9. Traffic control or other regulatory signs or barricades shall be installed by the developer
when, in the opinion of the County Engineer, or designee, they are deemed necessary in
order to provide safe and convenient access.
10. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as
determined by VDOT for public roads.
11. VDOT standard CD-1 or CD-2 cross -drains are to be installed under the subbase material
at all cut and fill transitions and grade sag points as shown on the road profiles.
12. A video camera inspection is requiredfor all storm sewers and culverts that are deemed
inaccessible to VDOT or County inspections. The video inspection shall be conducted in
accordance with VDOT's 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 conductedin a safe manner than maintains lateral
support, or order to minimize any hazard to persons, physical damage to adjacent land and
improvements, and damage to any public street because slides sinking, or collapse.
16. The developer shall reserve the right to install, maintain, remove or convert to permanent
stormwater management facilities where applicable all erosion control measures required
by this plan regardless of the sale of any lot, unit, building or other portion of the property.
17. Temporary stabilization shall he temporary seeding and mulching. Seeding is to be at 75
lbs/acre, and in the months of September to February to consist a 50/50 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 80lbs/100sf.
Alternatives are subject to approved by the County erosion control inspector.
18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
Agricultural grade limestone shall be applied at 90lbs/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 weekly and after each rainfall. Any damage
or clogging to structural measures is to be repair immediately. Silttra s are to be cleaned
gg g P Y P
when 50% of the wet storage volume is filled with sediment. All seeded areas are to be
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
which are collecting sediment to half their height must be cleaned and repaired
immediately.
20. All temporary erosion and sediment control measures are to be removed within 30 days of
final site stabilization, when measures are no longer needed, subject to approval by the
County erosion control inspector.
21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of
approval. (Water Protection Ordinance section 17-2046.)
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
geotechnical engineer is to be present during construction of dams.
2. Pipe and riserjoints are to be watertight within stormwater management facilities.
3. For temporary sediment traps or basins which are to be converted to permanent stormwater
management facilities; conversion is not to take place until the site is stabilized, and
permission has been obtained from the County erosion control inspector.
NORTH POINTE CLUBHOUSE
SITE DATA
DEVELOPER/APPLICANT
ENGINEER
SOURCE OF TOPOGRAPHY
MAGISTERIAL DISTRICT
ZONING DISTRICT
TAX MAPS/PARCELS
ZONING
RIVANNA DISTRIC"T'
ALBEMARLE C:Oi?NT1', VIRGINIA
GREAT EASTERN MANAGEMENT
2619 HYDRAULIC ROAD
CHARLOTTESVILLE, VA 22901
DAVID MITCHELL, E.I.T.
PHONE: (434) 296-4109
FAX: (434) 963-2670
E-MAIL: david®southern-classic.com
TOWNES SITE ENGINEERING
C/O BRIAN C. MITCHELL, P.E.
9850 LORI ROAD, SUITE 201
CHESTERFIELD, VA 23832
PHONE: (804) 748-9011
FAX: (804) 748-2590
E-MAIL: BMITCHELLOCCTOWNES.COM
-BOUNDARY & TOPOGRAPHY SURVEY PERFORMED
BY LOUISA AERIAL SURVEYS
DATED 01/05/2012
HORIZONTAL DATUM: NAD83
-PROPOSED TOPO FROM NORTH POINTE SECTION 1 PLANS
BY TOWNES SITE ENGINEERING
DATED 06/01/2020
HORIZONTAL DATUM: NAD83
RIVANNA
PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL)
03200-00-00-02000 (PART OF)
03200-00-00-02300 (PART OF)
03200-00-00-023JO
03200-00-00-02910
ZMA-2000-00009
ZMA- 2013- 00007
ARB APPROVAL # NOT APPLICABLE
PROJECT AREA ACREAGE 2.06 AC
RESERVOIR WATERSHED NORTH FORK RIVANNA - JACOBS RUN
FEMA MAP 51003CO145D / DATED FEB. 4, 2005 / ZONE 'X'
UTILITIES CONTACT INFO:
RAPPAHANNOCK ELECTRIC COOPERATIVE (REC) STEVE COATES
DISTRIBUTION DESIGNER
13252 CEDAR RUN CHURCH ROAD
CULPEPER, VA. 22701
PHONE: (540) 727-2116
CHARLOTTESVILLE CITY GAS PHILIP GARBER
CHIEF GAS ENGINEER
305 4TH STREET NW
CHARLOTTESVILLE, VA 22903
PHONE: (434) 970-3811
Rivanna Water & Sewer Authority (RWSA)
General Water & Sanitary Sewer Notes
Last Revised: February 2011
1. All materials and methods of construction shall comply with the latest version of the General
Water and Sewer Construction Specifications as adopted by the Albemarle County Service
Authority m January 15, 1998, except as modified below or modified in Special Notes.
2. RWSA shall approve all constructionmaterials and methods of construction. A preconsbnction
conference shall be held with RWSA prior to the start of airy work.
3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001).
4. RWSA Engineer (Victoria Fort at (434) 977-2970 exL 205) shall be notified three business days
prior to the start of construction.
5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made
without coordination with and the presence of RWSA staff. No work shall be conducted on
RWSA facilities m weekends or holidays without special written perrnission fiom RWSA
6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the
exi stem All doghouse manholes must be essure-tested before a connection is made to
� system- gh Pi
the system
7. The location of existing utilities as shown on the plans is from data available at the time of design
and is not necessarily complete or accurate. The Contractor shall be responsible for the
verification of the location, size and depth of all existing utilities, both surface and subsurface.
The Contractor shall immediately notify the Engineer of any discrepancies between the plans and
field conditions. The Contractor shall use due diligence to protect all utilities and structures from
damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be
repaired by the Contractor to the original condition at no additional cost to the Owner.
8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without
special written permission from RWSA No grading shall be permitted in the RWSA easement
tnless permitted otherwise by RWSA in writing.
9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and
RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey
may be required For blasting within 100 feet of any operative RWSA sewerlines, bypass
pumping and/or pre- and post -CCTV may be required. RWSA may also require certification
from a licensed professional engineer stating that the proposed blasting will not damage any
RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to
the original condition at no additional cost to the owner.
10. The contractor shall observe minimum separation requirements for utifity 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
spriugline of the existing pipe-
11. New water main installations shall be pressure tested, chlorinated, flushed and have water
samples approved prim 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 inchudes
building overhangs, retaining walls, footers for any structure, drainage structures, etc.
Trees are not permitted in the RWSA easement.
APPLICANTS NAME.
GREAT EASTERN MANAGEMENT
SPECIAL USE PERMIT: SP-2002-72
ZONING: ZMA-2000-00009, ZMA-2013-00007
ALL FILL AREAS TO BE INSTALLED & STRUCTURAL FILL SUITABLE FOR
ROAD OR BUILDING CONSTRUCTION & TO BE TESTED BY
GEOTECHNICAL PROFESSIONAL ENGINEER. CONCRETE SHALL BE CLASS
A-3 PAVING CONCRETE ACCORDING TO THE CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE
SPECIFICATIONS AND APPROPRIATE SUPPLEMENTAL SPECIFICATIONS.
THE CONCRETE PAVEMENT SHALL BE PLAIN JOINTED WITH A
RECOMMENDED JOINT SPACING OF 15 FEET OR CONTINUOUSLY
REINFORCED CONCRETE PAVEMENT (CRCP) IS ALSO CONSIDERED AN
ACCEPTABLE OPTION.
IN THE EVENT OF ANY DAMAGE TO, OR DISLOCATION, OR
DISTURBANCE OF ANY UNDERGROUND UTILITY LINE INCLUDING ITS
APPURTENANCES, COVERING AND COATING, IN CONNECTION WITH ANY
EXCAVATION OR DEMOLITION, THE PERSON RESPONSIBLE SHALL
IMMEDIATELY STOP EXCAVATION AROUND THAT UTILITY LINE UNTIL THE
IMPACTED UTILITY REPRESENTATIVE ARRIVES AND EVALUATES THE
DAMAGE OR DISTURBANCE.
IMPORTANT: IF A NATURAL GAS LINE IS DAMAGED RESULTING IN THE
RELEASE OF NATURAL GAS, IMMEDIATELY SHUT DOWN ANY EQUIPMENT
AND MOVE PEOPLE TO A SAFE PLACE. THEN, IMMEDIATELY DIAL 911
AND CHARLOTTESVILLE CITY GAS AT (434) 970-3800.
"0000010
�
-- .&
VAR1OC806 r
TOTAL LAND
OF DEVELOPMENT
= 268 AC
N W
0
Ww U1W
tY _> _J
r
/dO Crid 00 0
z
\a NOT TO SCALE AIRPORT PO
®PREVIOUS DISTURBED AREA = 66.72 AC
(WPO#201500073, WPO#201500078. WPO#)
Im PROPOSED DISTURBED AREA = 2.04 AC
(WPO####)
TOTAL DISTURBED AREA = 68.78 AC
ROAD AND DRAINAGE
i
CULVERT OR STORM SEWER
(WITH STRUCTURE NO.)
EXISTING CULVERT OR STORM SEWER PIPE
I] 'L DROP INLET & STRUCTURE NO.
Q 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 WDAD
(T/C - TOP OF CURB)
�Rl
BENCH MARK & REFERENCE NO.
t®
VDOT STANDARD STOP SIGN
LEGEND
-i-----�- EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
T T_ SANITARY SEWER SERVICE
CONNECTIONS
i 3 120400,00 MANHOLE NO. W/ STATION OR
15COORDINATE LOCATION
WATER
EXISTING WATERLINE
PROPOSED WATERLINE
PROPOSED WATERLINE
SERVICE CONNECTION
GATE VALVE
FIRE HYDRANT ASSEMBLY
TEE OR TAPPING SLEEVE
CROSS
BLIND CAP
REDUCER
Know what's below.
Call before you dig.
MISS UTILITY DESIGN TICKET #**** & #****
CONTRACTOR SHALL CALL MISS UTILITY AT 811
PRIOR TO THE START OF CONSTRUCTION
CLUBHOUSE IS PART OF THE OVERALL
NORTH POINTE DEVELOPMENT WHICH
OBTAINED A 2009 VSMP GENERAL
PERMIT AND REISSUANCE OF A 2014
VSMP GENERAL PERMIT. AS SUCH THIS
PLAN HAS BEEN DESIGNED USING PART
IIC TECHNICAL CRITERIA OF THE VSMP
REGULATIONS. IN ADDITION, FUTURE
SECTIONS OF THE NORTH POINTE
DEVELOPMENT SHALL BE DESIGNED
UTILIZING THE PART IIC TECHNICAL
CRITERIA OF THE VSMP REGULATIONS AS
LONG AS VSMP PERMIT (VAR10C806)
REMAINS IN EFFECT, WHICH IF
REISSUANCE IS PERFORMED INCLUDES UP
TO TWO 5 YEAR PERMIT CYCLES AND AS
PER THE EMAIL CONFIRMATION FROM
JOHN ANDERSON/ALBEMARLE COUNTY
ECONOMIC DEVELOPMENT DATED
NOVEMBER 12, 2015.
EROSION
CONTROL
EROSION CONTROL DEVICES AS PER VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK
STD. & SPEC.
PCE
e3.02
CONSTRUCTION ENTRANCE
SF
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
SI TE
ND
Dl/lF' De
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
DATE
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INDEX
TO SHEETS
#
LATESTSHEET
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
REVISIONS
APPROVED DATE
1112jz12020 PER CC
by the Albemarle County
Community Development Department
Date December 4, 2020
File # SDP202000057
Application Type Initial Site Plan
Chris Perez/Cameron Lan ille
Lead Reviewer: DATE g 07-31-2020
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AMENDED AND RESTATED
PROFFER STATEMENT
NORTH POINTE CHARLOTTESVILLE, LLC
ORIGINAL REZONING APPIJCATION: #ZMA-211100-9119, SP -2002-72
ZMA 2013-0400107 North Fellow Proffer Amendment
To. Map 32 Parcels: 20,20A, 20AI, MA2,20A3,291,23,23A, 23B, 23C� 23D, 23E, 23F,
23G, 23H, and 23J.
Approxhmtely 229 seem zomd Planned Development - Mixed Commercial ("PDMC'5)
August 5, 2013
With respect to the Property described I. �ning application WZMA-2000-09
and SP-2002-72 (the "Originl ZMI CWH Properfin Limited Partnership is the fee simple
owner and North Pointe Charlottesville, LLC is the contract purclopsaw of Tax Map 32, Parccls
20, 20A, 20A 1, 201 20A3 and 291 (the "North Pointe Property"), and Viola Hill Associrms,
L.L.C. is the fice simple o� ofirax Map 32, Parcels 23, 23A, 23B, 23Ci 23D, 2311i 23F, 23G,
23H and 231 (the i7iolot Bill property"). The respective parfilw an collectively referred So
founin as the "Oonfer", which � shall include any in interest The North Pointe
Property and the Viola Hill Property we mfeffed to collectively as the "JImperlys". all of which
is the subjea of waying map mmdmmt application number ZMA 2013-00007 known a the
"ZMA A�dmmi.1
P�mt to Section 33.3 of tbe Albmule Comfy Zoning Ordi�m, Onprour
hereby cauntary proffers the conditions listed in this Ammded and Entered Prefer Statemmt,
which Shall be applied to lhc North Pointe Property if the ZMA Amendmmt is approved by
AlbmaAe County. 71yeshe conditions am proffered as per of the ZMA Ammdrnmi and it is
agreed that (1) the ZMA Amendment i�elfgi� rise to the mind for the wndifi� and (2) spol
conditions have a mwnable rotation to the �ning requested,
006 (the
'Me Original ZMA. togth� with HE pruffary dd July 20. 2
"Original Proffer Smiemmi'l, law approval by [he Albemarle County Board of Supervisors, an
August 2� 2006, and also included Tax Map 34 Parcel 22K (which parcel 212K was at the time
mmprised of two Sapulpa parcels 22H and 221 which have since beem combined into a single
paud 22K) which is owned by Neighborhood literature - Nil, LLC (the "Iticighborlamel
invmtm� Propeol The chainjoes reflected in this ZMA Amendment shall not apply to the
Neighborhood Investment Property. in all other reeppons, this ZMA Ammwmmi amends and
mi said proffers in their entianty ad the Ammd.d ad Restated Proffer Statement shall
pulate to the mulfi�page application plan -fitted 'North Pointe C�munity". prepared by
K=ey & Cn., Architects, as =,lead thmugh J. 13, 2006 and achold hermy RE Exhibit A
(the "Application Plarl and the Albemarle County Code in client as ofthe date ofthe Original
proffe, Sut�m (the oCounty Code-). The North Pointe r�nimmily shall be refund so as the
1. THIS SECTION INTENTIONALLY DELETED
if. ENTRANCE CORRIDOR
2.1 Cristion, of . 40-FiNA Buffer aws, the Cortislor. Within six (6)
months after the wonfolsome, by the Virginia Department of Tr�pomliun ("VEOT) of the
Rm6 Improvements as defined in Section 5.3 the m along the northbound train of U.S. Route
29, Owner shall plant and thereafter maintain at all tire= a landscaped buffor, including
hedgermarl along the Ennmm Corridor ft=Wge parcels owned by Daiwa. The buffer will
consist of a mitum= 40-fam *tie mOnuom visual landscape am that shall be subject 0
Albemarle County Ar16twournal Ral Bowd ("ARISP) review wild approval (the "Buffer").
The Buffer maybe locowd poly an the O�a's reoperty, and party an VDI proppery, bathe
event VDOT at my time in the formic red� my portion of the Buffar lociated ory VDI
malmy, the Charlie shall �p=me far such Deduction by mtwding the Buffer On O�ees
pmpwy in order to maintain a tWnim= 410-goot Buffer, even if'such wmpmsation shall require
the =oval oparking adjacent to such Buffer.
2.2 Ammrwm of Storm Water Mannappent (I-SAM-1 Facifitim, The SWM
Imflues, visible from the En�m Coorider idwtified He the Application Flem (Mumanoter
mmagmmt facilities 1, 2, and 10) shall be shown on a plan and be subject to ARE rombeas and
approval. SWM I shall be designed such that its shape, placental and land form (grading)
transition beetwom the adjacent �ation ant and the adjacent bud edge of the puking lot
and buildings, The plan for SWM I shall be submitted in the ARE with the fing ARIB
submission for Building 14 or 19 identified on Sheet B to the Application Plan ("Shabot Sol or
my such building that is proposed to be located where Building 14 is loctithed on Sheet B
pursuant to the terms of Section 3.2. SWM 2 shall have a more strumured appam" data
SWM 10 (sec below) and shall be designed Such that its shape, pl=mmt, and land face
(grading) transition between the adjacent conservation � and the adjacent bud edge of the
puking lot and buildingS. The plary for SWM 2 shall be submitted to the ARE With the fire
ARE Submission for my of Buildings 26 through 31. S" 10 shall be designed such thin its
shape, plachemint, it land tam (grading) am integral with the adjacent conceparicatim area. Thic
plan felt SWM 10 Shall be submitted to the ARE at the time mad plans are sisturnifted to the
County and VDOT fier NoOhwmt Pawal
ill. DENSITIES
3.1 Total Buildhout. The total nmba of dwelling units within the Ill shelf not
concened eight hundred oney-firece f893). Subject to Scalm, 3.2, the building footprint and gross
floor areas of w..acial, office, and other uses, and the building ficoularints of howls shelf not
fted than. sel forth I. the Land Use Breakdown Table on Sbw A to the Application Plan
("Shug A").
3.2 Limited Adiustment, to the Elements of the Application Plan, The gross floor
am of the building used for m�=ial, offics, other uses, and hotels sboval on Sheet A may
be adjusted within a range of up to Ion pu�t (I DI providend that the maximum gross floor
for each category of win show an Sheet A is nor ftcmded. The finsoperies ofBaildings 6,
14 and 36 as Shown on Shead A can be interchanged. NotwiOwftnding the layout Ofthis Section
3.2 to the dm1pvY, Building 14 shall not initially exceed 89,500 Square feet, provided, however,
after two years following the Repay" of the comfical of occuppincy first Building 14,
that
Building 14 my be adjusted within a range of up to we percent (I 05f), and if Building 14 is
located in the location Shown M Shea 5, my web expansion sW be ]Opened to the so that
the additional spaces Is losaind along North Pointe Boulevard. Notwithstanding the terms offifis
Seen= 3.2 by the contrary, but Subject to Me Provisions of Section 9.1, the Comfy MRY
zRHhoriwBu[1ding 21 as shown on Sheet A to be adjusted by mom than ten percent (1051
STORMWATER MANAGEMENT AND STREAM BED CONSERVATION
IV.
plalgl The ups, of the lifif-juser flood plain within the Prathart shall remain
4.1 Flood imper and fear lemmings, and presidential
=dL�rbed except for Dead meanings, public utility fact
and inifing, trails, and only to the Intent such excePtims m Permitted by County ordinarecter and
regulations, Upon the request of the County, Owner shall provide a survey dud prepare the
ty
necessary do�wtation and dedicate the land within such flood plain to the Cow
41 an ... metal phis, The g=w�Ibmt mmgmmt paractices
an. ad all swm�ta �agammt facilities for the
("Wiffu plan all be prespin ar discharge, from
Priiject Shall be designed and =�,td, to �.dte all �t storrywall
a project
Tax Map PuTt] 032AO-02-00-00400 ('No�h�ds Mobil. Home Park Development) and from
the existing developments on the northeast and frouthwonat �m off,rieffif Road md U.S. Rome
29, specafiadly the following parcels shown on the m�l Aib=mie County tax sampol =map
IA,24AI,2-IB,2-ICamd2-ID.
12, parcels 38.38A, 39, and 391 tax map 32A, pel 24, 2
The suppressor management ficilities; shall mifigate thas sionmeavather quality will quarift
impacts, for the surmount grearatind both within the Project and for such existing oli
ditiom as dal heein, a thol the =tire pamiging condition of the drainage anda is
an undeveloped wooded aim and is being developed to the existing off -site mediums and the
tram offibuty-form and
Proposed osy�fite conditions. In addition, Notion shall =prim a minim
onethird p�t (33 1/3%) of the total required parking lot landscapped areas within the
such Commercial A., is defireal on Shect G or the
"Commemial Am" or the Initial 0
Application Plan ("Shed 0").
43 Fssion ad Sediment Control.
it. Such
Th. 0"� gral to the "-,-Xim= "�t Fm�imble, Pmvi
immi contrul ..s� that axped State and Local
additional appropriate msion and sod "maximum
mm=t regarding whether the wouland of
minimum standards. If there is a disag
same rmentiodbul is satisfied. the Virginia Department of Conservation and Ruireatim, will be
provided an opportunity to wants, and advise on such question.
The Own. shall, to the
(b) Post-Corillogi Si.m� MMAMOME
maximum samil pacticable. provide POW-�mctim stionessuff Brill's 'no% are digned to
80% as publigned by the Carter for
whonvot an average annual sediment ��1-1 rate Of
fThe Practice arviratEpthad Propeour, (20DO edition).
Watershed Protection in Article 1 0
'Mm will include, but we not lingled full bi��ioN bi�mim filtm and we mi�ion
buins.
4A S�s, Buffer $Rd Restoration. Upon the mmmm�wt of the applicable
cmmmt period, the Owner grall notify the Comfy Rod pmvide the Comfy with a copy Of MY
applunation(s) To the U.S. Amy Corps ofEngimem androl for my s�� dieurbance. In
addition, ifnccmsuy, after first looking; on-sittly for mitigation OPPO�ni6- assilgilly to satisfy
the permitting jewpose, the Owner shall courdect the Comfy for a list Of Off -site OPPO�rdtim
within Albemarle County for such mitigation, and shall look for such mitigation opportunities
off -sit.
V. TRANSPORTATION
5.1 Internal Strm CO2El-cflOu Standards Public wastes, which In my cvmt
shall include at lent Lesko Road, North Pointe Boulevard, �MmOe "Ilve Ent and Nortbaterst
pawaget shall be (I) constructed in accord with the illustrative urban steel mow sm'dom she"
an Sh� D-I w the Application Plan C'Shart Dl it aim in Mmrdmw with VDOT design
stmd�ds prominent ED detailed plans agreed to belasomin Owwy and VDOT, and (if) dedimted SIT
public unic and offered for adeeplance into the state highway system. TT= (with a maximum
spacing of filly (50) fing), landscaping and sidewalks as sboI on Shall D-1 shall be installed
and maintained by ft Deeper in accordance with County Or VDOT standards, =less VDOT or
the Comfy agrees in writing to assume this Tesponsibility.
5.2 TiranafComplethal, for 18ternal Strem, BefOrci�MwOfcerLifi�Of
occupancy, Oveneli shall complete that Segment or an Intense sued as shown on Show D-1
within the Project which serves the building or rmidwm for whict, a ocalificate of occupancy is
sought with at least The storic base and all but the final loyer of plary-mix asphalt, The final layor
of plant -mil asphalt shall be installcd within one (1) yew following the issuance Of the ficall
cartificates Of comparacy for a building in residence scrived by the affecleal stain segmmt.
5.3 Road impm"ments. Ovarper shall design and �tma all of the mad
improvements refemeed in Sections 5.3.1 (a), 53. 1 (b) and 5,3 3 (c) below, which sych also show
cra Slaux D-1 to the Application Plan and on Show E to the Application Plan aritled "External
Road firripvemon, plan,- f-Shas Eli) wallearvely, the "Road Improvements"i onloss such
made phimess offlo, Road
Road improvements we first command or bonded by othm, "a va
-aided copy of Sheet B that is
improvemarm we also shown for illustrative purproures an a color
attached hereto as Exhibit B. Owner shall defficashe W public use my requited rigbi-of-way thg it
mwmhc=fLuownsinfnsimple, For purposes of this Scale, 5.3, the use offire tam "rearad"
as it applies 10 internal myeas shot[ aim how the mine meaning as the word in the
Albemarle County Subdivision Ordimnee (Chapilu 14 of The Albemarle County Code) where,
applical
5.3.1 position ad Phasing, All Road I-p�ov=m� shall be designed and phased
follow.:
Design, The Road Improvmmts shall be shown on detailed Toad plans satisfying
VDICT dmign standards which shall be Submitted by the Owner felt review and, what
satisfactory, approval by VIDOT =it the Comfy (mmpt for the Read Imp�MU M U.S.
Route 29, which shall be subject only In VDOT approval) fincrignalfifer, the "Approved Road
Plars"). The Apporrand Road Plans shall show the width and leogth (except as Specified in
Sections 5.13(al and (v) and Section 5.31(bl kxwOn. type of Section, and
Eameftim of all [me impm�=N as required by VDOT design standinds. All of the Road
impm�mts shall be construclond in compliance with the Appyboved Road Plans. The Road
Impmv�b to U.S. Route 29 shall be budiand on the thm�t VDOT design speed and
cripa-slum req�mu, Notivithwarading the previsions of this paragraph to the contrary, in
the event dist the internal raindardial strat designs as shown on Sheet D-I m ant accepted by
VDI the O�a shall submit dowiled road =�dion plane for Each streas to the County for
review and, when Satisfactory, approval. subial else 0 the County's approval Offarrivate s��
mdu the Subdivision Ordimcc (Ch. 14 ofthe Alb=wle Comfy Coda).
plotting. The Road Impmvmm� shall be =Mcted and cmplded in thm
phasm as ad forth below:
(a) Phase I Read Impmvmmts. Prior to approval 01 the find w�=iBJ
subdivision plat or site plan within the Project, Ovmw shall obtain all associated Permit and post
'Them I
all ussociand bonds requimd for the constriedifin of the fiellournessing (collectivity. ft
Road
(1) Swith�om Ewm�- on Ll Route 25l
(i) U.S. Rome 29 Soutialsound �.dn of the vulical
cureartore in the roadway just moth office
(il U.S. Route 29 Soniflabsound -ciingru of a continuous
12 foot wide through lone (with shoulders or gaW tail AS required by VDOI starting at a point
that is I ODO fize orth offlue smah�om =trmm and atteding Ewfly to Airport Road.
(ill) US. Route 29 Southbound - w�ction of dual larfliturn
lances with squar at the
fiv) U.S. Room 29 Southbound - �cdon offight herst lam
av to SR 1515.
US, Rome 29 NorthbOlmd ,construction of a mntinums
I
12 That wide thmugh base I th shoulders or gword rail a may be required by VDOT) mtmding
finern Proffit (Airport) Road (Route 649) to the Northwest Passage mtrum.
rill U.S. Route 29 Northbound - construction of a right hand
turn fares at the Southernmost camenCel the geometries of which will be subject In VDOT
approval.
(fill U.S. Row. 29 Northbound consmaction of lcfi han Ism
with taper into SR 1515.
(vffi) SIR 1515 Eastboand - construction and/or mariping to
provides left him fism with wpm.
(is) Installation of a beffic aimed with a phase timing, video
boactien und wenciecid uporawflon impro�mb ill die inWmwfion with U.S. Route 29.
(X) Class existing umwva at U.S. Route 29 and
Soud�m Enhance to SR 1515-
(xj) n%wcd Entrance Road bet� North Pointe Boulevard
and U.S. Rw� 29.
(2) Noah Pointe Boulevard, LaskshRosed will Preffit Road,
(I) Leake Road and North Pointe Boulevard, in acmrdmm
with the design mu..cti� shown on Shm D-1, from Proll Road to either Nardiside, Drive
Essal or, if Nintiall Drive East has not lan bm =Mcted to the roundabodur at North Pointe
Boulevard, North Palms Boulevard shall be expanded W Northwest Paimage. no Owm shall
provide a fifty (50) foot public righlbsof-way along Leake Road Rod shall �ot a two -Iwo
public street to be accepted by VDOT and as much of the other impro�=� sho" on the
�s.secfiom a prousible within file available right-of-way as rmwnably determined by the
County Enlpn=.
(ii) The fourdiatem, or sumb after impmvmmts a my be
approved by VDOT will die Comfy, at the intersection of Luke Road and Pmffit Road shown
on Shml B and an additional powbound right wary ]me on Preal Road from Lial Road to U.!L
Route 29 as pown on Sheet E. In addition. for Property acquisition that is required for the off -
Site public right-of-way for con�cfim of the impmve�u required by this Section
5.3.1a)(2)(fi), the D� shall make a cash contribution or provide a letter of credit in a Amm
approved by the County A�ey for such pumme in the �t as thousand necessity, for the
property aquisition by the County Attorney, providend the( such �omi shall not mcmd one
hundred fifty percent (150%) Of the County's fair market value appraisal prepared for acquisition
and wndmmtion purpecoses. The club =�ibution or Impar of credit described in this Section
5.3.1 (al shall be used to pay for the fast mat cribs light ofivary acquisition. Thetolialopest
of the right of way acquisition for the off-sitc, property, intensity to =�ot the impmvmmts
required by this Section 5.3.1(a)(2)(ii) shall include the name] cma associated ith acquiring
land, buildings, �=, c�mis and other authorized interests by condemnation or by
purchase including, but as limited to, land acquisition, thinginmings, surveying. and reasonable
attorneys face. The web contribution or the letter of credit shall be poovidcd by the Consiner
within thirty (30) days upon request by the County. If the prophourty, is acquired by purchases, the
�ttibutim for fire purchase price shall not exceed one hundred fifly percent (15(r/u) of the
County's fair market value appimistal prepared I& wndmmlim purposes without the wn=l of
theOwn�. Ifflaccoust oftheright ofwaywitifishkin exceeds the mount Previously contributed,
than the Owner she) reimburse the County all such mass costs within thirty (30) days upon
requese by the Comfy. The County shall refund to the Owner all excess contributions upon
onampletion of the land sequence,
(iii) Inimtimally Omitted
fiv) An addificipal through Jaw mialhound on Pmffit Road ficary
U.Si Ro�29 to the roundabout at the jecurstaction ofLnk. Road and Preffil Read. Inaddition
for Property acquisition the is required for theoff-sue public nightfall fier construction cribs
impm�m� required by this Section line Owner Shall make a cash mntdbWim
provido a bether oforedil in a flown approved by the Comfy Attorney for web jourposph, in the
=out a darned aacssary for the pmpwy acquisition by the County Attorney, proidd thin
such omi shal I not exceed a hundred fifty percent (150%) of the County's fair make vahs,
appraisal preppared for acquisition and comidentriefiat purphoures The cash contribution or letter of
credit described in this Section 5.3, lf[a)(2)(iv) shall be used to pay for the total cong cribs right of
wayaquisition. The total met of the Tight of my acquisition fin the Off -site PmP�Y n�ssuY
to mns� the improvisation required by this Section 5.11(a)(2)(ye) shall include the w�l
buildings, dructures, minimum and other mthoized
costs associated with acquiring land,
interests by wnd�ofin OT by purchase including, but pain limited to, land acquisition,
anginesering, Surveying, and �nabla attorneys fees. 'the cash contribution or the leftes, of
caudit shall be pro Aded by the Owner within thirty (30) days upon request by the Comfy. tribe
property is acquired by puralmse, the =tibudm for the pu,.h.. price she]] pay "c4-d -a
hundred III ficrocra (151ya) of the County's fair marke value appraisal prepared for
condemnation purposes without the mmOM Of the Owner- my
sition excuds the mo=t previously contributed, than the 0"� shall Hfirplaurre the
if the are of the right of on
8-9 If thirty (30) days upon request by the Conal The Comfy
Comfy all such excess mysts withi
nbibu�� upon completion ol land acquisition.
shall refund to the Owner all mft an
Comoletion of the Phase I Read l�mmtl. Within fiftseen (15) months
affur the L�.m of the first building permit for a �amw building within the lands subject
to the fire outcome subdivision Plot or site plan within the Project, Or V1Iw to the i-su-m Of
building, whicliftor is cwIi all of the Phase I Road
swilicaus of occorphaticy for suclo
[mpmemmu "I be accepted by VDOT flat public use or bonded for VDOT's amep�= if
such Rand lmpmv=mw aw a primary highway, or accepted by VDOT for public me or bonded
to the County for VDOI �pimee irsuch Road Improvements are a secondary highway.
fil ft,, If Read Prim to approval of me foot Saw Phat that
would authorize the aggregate mmmmial, officas and hotel gross it= � as she. an Sheet A
within the Project to named Iwo hundred many thousand (290,000) square fast, Owner shall
obtain all afterjound permits and post all sociawd bonds Tutoring for the w��ion of the
following (collectively, the Thus If Road Impamomal
Nadlisidgn Ehiye Eal
(1) Midifie &tmHm on UJI. Ill 29 R
co-imusidus,
(i) U.S. Room 29 Southbol of
12 foot wide dirrouldo law (with shouldol or guard rall as may Ile required by VDOT) starting at
It Entrance and mtmding to the point when it
point the is 1000 fee earth of the Midd
with the promon oftheimem�meted pursuant to Section
(if) US. Rous, 29 Soahbomd - of dual left
I=. with tam. turn
(III) U.S. Route 29 Southbumd - ��im of a right
]me with tal
fiv) U.S. Route 29 Northbound - mnstrudion of a right had
Win lanse at the Middle Brimunce, the g�ebim ofwhicb will besubject to VDOTapproval,
(v) U.S. Route 29 Northbound - mns�efim of left him Isaw
With (apa.
(vi) SR 1570 Eagbowd -constructiodsoforrestriping oflasses
to in$
off in separate 14 ffimugh and right turn mov=mts.
ion of a traffic signal
(vil Enhance mad Weebound - insualle
29
with 8 phase timing, vidthe detection and Sexual intm�im impmvme� on U S. Route -
III Existing momva 9 Cyp� Drive - =MOM to close
the =mva.
(ix) Frontage, mad ftwn Cypress Drive to SR 1570 -
construction ol public street in save propperaties, �dy accessing U.S. Route 29 thmugh
Cypress Drive.
and North Point.
(2) Norfleside Drive East be�mp U.S- Route 29
Boulevard in she" on Sheet D- 1.
Completion of the Phase If Road Improvements. Within fill= (15) months
after the issumm of the first building permit for a building within The Inds subject by the fing
subdivision plat or site plan that would authorize the aggregate, m=mial, officas and hotel
gross floor arm as shown on Shea A within the Project to exceed two hundred ninety thomd
(290.000) Hpwv hall Of prior to the immee of a candonew of oncesquany for my building that
musely such gross fair man to mceW two hundred ninety thomd (290.000) square fact,
whichever is earlier, all of the Phase 11 Road Impm�ma she)] be accepted by VDOT for
public use or handed for VDl amseptance if Such Road lmpm�ents me a primary
highway, in accepted by VDOT for public use a bonded to if. County for VDOT's acospoiscit
ifsuch Road Impmvmmts smandary highway.
(c) Phl Ill Road Improvements. Prior to the WIIW of: (1) the approval
of the first Subdivision plat or site plan that would the allipmgme numbor of dwelling
wits within the Pri in exceed five hundred thirty-three, (533); (if) the approval of a
subdivision plat or site plan for my development of the Neighborhood Investment Pmpwty or
my portion thereof, or (Ili) the five (5) year winitioneary of the time of ispothance of the first
certificate of occapanny, for a building or proursess within fix, Project, Own" shall obtain all
associated pull and past all associated bonds requited for the copparactian Ul following
road imF�mts (colharvely. the upwat, in Road impro�ts-) by the agent my such
mad improvements have not emady base camplowd:
(1) North�mt Enhance fqWMdw Leads & Clark Drive) On U.S.
Route 29,
(I) U.S. Route 29 Southbomd - �cfi= Of 11419, turn b=
With taper,
(if) Northwest Passage from U.S. Rmate 29 w North Points,
Boulevard.
(Ili) US. Rom 29 Nalfibround - of a right hand
times The gwrouticey Dfwbicb will be subject W VDOT approval.
(iv) Ifed abndy �cW. North Poinu Boulevard bo�
Norflisidis Drive East and Northwmt Passrujile
(i) If the ftaffic signal To be mostructed by offers is in place
prim to Owner Optimal wait On this Norffi�oe En�� and such mffic signal Only
includes ill= legs, Owner BMI add the formily log to the signal, which shelf include additional
in= Miles, signal hands arld mcillwy equipment necessary, to suppon Northwasa Pacessins use
of the in�don, as deperrained by VDOT. If Each traffic signal is not in place and the
vehicular firaffic, gencrapend by the Project costs the VDOT signal warrants in be mat it VDOT
requires flat a traffic signal be installed as a cDn&bon cribs � permit. D� shall install
such �ff'ic signal.
(2) Notwithstanding my What pravision =Wnw in this Prefer
Stalume, within one hundred eighty (180) days aft" written notice firmn die County that it
intends to build an doinclortary School on the School Lot (as "School Lai' is defined in Section
9. 1). the Owner shall Submit mad plus for the consfamian of Northwest Passage than North
Points Boulevard to U.S. Route 29 to VDOT it to the C�ty for iew, and whw
sawfantal approval. Purth�m within Waive (12) months after issuance of the building
permit for wm�ion of the elementary istmal and if not already completed, Owner ill
complete (I) Northeast Passage from NOUh Pointe Reslearand to US. Rome 29, (if) the
improvmmu Sat forth in Swim 5.11(c)(1) above. and (ill) North Pointe Boulevard from
Northadc Drive East to Northwest Possal To allow the deverymnera of the School Lol the
Owner shall grant Oil Hlopmery �wts as n�my to allow trillion and allow for vehicles
and construction equipment, grading, the installation and maintenance of erosion and scifirricut
ammul nowa or mnwm, and my other associated mns�ion memories as such
mrappereary, mmmts are shown on the subdivision plat or site pim for the School Lot and
mutually agized to bylloOnwou and diedeadopper fthe School Lan.
Completion of the Phase HI Road Imumlenmts. Within twelve (12) months
after the natural of the applicable annot in Section 5.3.1(c) which required the Owner to
obtain all associated permits and post ail associated bonds required for the conestructiorn of the
Phase III Road ]mprovemmts, all of the phase III mad iml>m�mts "I he accepted by
VDOT ficer public whe or bonded for VDOI acceptance if web Road ]mpmvcmmts am a
prmarry highway, or accopund by VDOT for public use or bonded to th, County for VDI
accepmcc ffsuch Road bnpmvmm� aft a secondidly highway.
5.32 Upon request by the County, Owner shall make a cash contribution ta the Comfy
or VDOT the the cost of& able orradinelms radio system that will link one or mom offla, Signals
between Lewis and Clark Drive and Airport Road; Final 1wwwl the the total cash
cantribution shall not mcmd thirty-five thousand doBars (S35,10(fil Subject to matters offerce,
majwrei if die County douns, pill request the funds, or does request the funds but the =S�uim
of the system it= Out begin by rise latur of D�ba 31, 2010 a three (3) yew after
completion of all of the ROM funds "I be neflanded to the Owner.
5.3.3 Prim to the approval ofplms for impmvm� at My U.S. Route 29 informal
owner shall preavide VDCT Hisciffic aging network timing plans that VDOT finds mceptably
address fla, impacts of the proposed trffin, signals far peak mI periods.
5.3.4 Real .. I Traimportations Stal Cash Cotribution. THIS PROFFER HAS
BEEN SATISFIED. Upon request by the County, Owner shall make a cub contribution of one
hmdred thousand dollars ($100000) to the Comfy for the purposes of funding a regarrud
transportation Study for the Route 29 carrier, which includes the South Fork and North Fork of
the Riv� River and the Hollympand Growth Arco of which North Pointe is a pan. The
intiflutim shall be made within thirty (30) days after requested by the Comfy anythrose after the
plawayingisapproved. tribe request is not made within one (1) you afta the date ol'approval of
the first final site plan for the first w�ards; building within the Project, Us Proffer Shall
become null and Vol If mult caugh ponwbmw is not expended for the stated purpose within
III= (3) years firmin the date the fings � contributed to the County, all un"pmdcd foods
shall be refinialm to the Dwnm.
till. OPEN SPACE AREAS AND GREENWAY
6.1 rdg&i,, Pathway,. All pedestrian pathways shall be classified as shown on
the Peaceful Pathway Key an Shoof G and, OXCW for the pathways In be constructed by the
County, shall be shown on die subdivision plat or into plan finer the underlying or adjacent lands
within the Project. The pathways shall be constructed by Gramer as Class A or Class S trails as
idantifial on Sheet G, Sold in accordhy with the applicable deep and consum.ticary s�dwds in
the Comfy's Design Standards Manual, Such conestniction shall be in conjunction with the
impmvmmls for the subdivision plat or site plan, SO the � may be, and bonded with the
simple if the pathways am a subdivision improvement, or with a performarnes bond if the
pathways am a site plan impmvment. The pathway show OR Shout G along Flat Branch north
d South illikersaide Drive East shall not continue through a culvest He advise is used for the
same, arafting. The pathway infiended for the culvert b�wm Park E and Park F vnda North
Pointe Boulevard Shll conform to the applicable stiondeards Ili VDOI "Subdivisim Street
Gold==" it Owner shall maintain the pabratily if it is not accepted by VDOT far
ainimmu.
6.2 kgjfa Upon TcquaM by the Comfy, Owner shall dedicate to the Comfy the lake
she" an fific Application Fin for public useb provided thin web lake will be available for use by
O�u for shoureater martalwarent as described in Sheet C to the Application Plan emitted
"StommW M.,smat and S� Couppervation Plan' C'Sheet C").
VIL THIS SECTION INTENTIONALLY DELETED
VID. PUBLIC INFRASTRUCTURE AND FACILITIES PROFFERS
9.1 Branch Litasm
(a) Upon request by the County. Owner swill dedicate In the Comfy the fidy
simple among in the Ind shown on Sheet B as a library, consisting are 15,000 square foot fay
graded pad all with utilidest to accommodate a 12,500 square foot hateful footprint a five
foot pmime� strip and up to a 25,000 square foot building, together with a
�mmi to the sulaccal common am for ing� agress, c=�aion staging and sufficielst
Comfy Code required parking, stomwa� defication and water quality fucilifiers for the location
of a fi��ding Jeffmm-Madison Regional 11brary and such Who unit that ary, compatible,
With the proposed surrounding um, as d�ined by the County (the "Library Lon.
the library
building require a larger boyllffing footprint, the County may authorize the library building
Nowifttmding the � offlue prim �t� TO the w�uy, tribe requirements far
footprint to be law than as stated in the prim mt=w, provided, howeves, that the size ofthe
arm shown as "Pink FP' on Sheet B ("Pink H") andlor the size of the adjacent parking area
i�edleely nwh office Library Lot an Shod B (the"Library Puking Lot") shall be adjusted
accordingly to �n=odate such larger building finalprim. Tbe Owner guall not be responsible
for my uffility tap fees, Ill Owner Shelf apmpIaw =�dim of the Library Parking Lot and
other parking =in Having the Library LOL TIS, Owner shall Permit the Comfy to use the
Library Puking Lot andhor, if not already w��ed, Pink Its for rempasum of construction
lowends to begin
staging. Within twelve (12) months Star wH� notim the County that it int
curnstrunnion of the library, the Cwnu shall make the access reads and the am, of the Library
Parking Lot available with at least a firm inch comparpowl s� base for use Sir seem and
Panitawfion staging. Such grang access serving the Liberady Lot and the library Parking Let
shill be completed and available for ow no later than ran 00) Rwmhs spur, i..mw of the
building permit for the library, provided, however, that asphalt Pavemew in � used for
consfirmfion gaging by the Comply shall not be required to be installed until thirty (30) days (or
such lDnga�nablc lismassuall necessary due to weallicromfitions) aflutheCounly has
removed its =stmaian-rdated materials and equipment Upon the request ol Comfy, Park
N shall aim be deadicatted to public thic but the Oel shall not be responsible for maintaining
trips Limory Parking Lot and other
such pink. Owner shall be responsible for maintmnm a have an obligation to be a poembor
parking spm sperving, the Library Lot and the County shall
of any Town's assoiliation. The Comfy's request for dedication of the ]slid for the Library Lot
and Park H shall thanage within three [3) ymn jullossingfibe ladcarto occur of(i) immoc Tribes
first residegiall building permit within the Project. (III Ourpral completion OF the infiristructine
(including bill not limited I S�, will", sell electia, gas) required for the . of the
Library Lent or (Ili) December 31. 2016 (which December 31, 2016 deadline may be extimplad by
written mumal ag�mi oftheovioner and the Comfy). Ifurequatibrwbdediwtionisnot
made within thin (3) years finflowing the later ofthent dams, this pareffier will be null and vidd.
(b) G� goo In the cvm that the requi�wft for the library building
larger building footprint, and the Comfy cleas to selarrize the library building
require a
footprint to be larger than 12,500 square fbe p�mt to section 8. l(e above, and in the fwthw
mat the the building is developed a a condominium and the Carol requests the Owner to
amme oweacrehip for a portion of the begin building, Owner shall accept such ownership at a
parties may �.Ily allow and whall =tibute to the County,
resizeable prim upon which fb
a Pin raw basis bared on the proportional sin offlor portion ofthe library building owned by
the Ownew misfive In the sin of the library building as a whole, due cost of designing and
=�cting web building Them main may inchal ifilusired by the County, installation ofa
gmn nal and My additiong exp� associated with Metal reinfimpeng the war RE
whoway, to Support the green Half. Within ran (10) days afficar Temipt Of a request for payment
by the County that is a�pwied by d�tatiDn in support the progress payment mount a
provided a the w�edon contract the O"w shall submit such payments DO the County.
Allgively, in the event the Comfy show w design the library building as a Leadership in
Energy and Envim==W III ("LEED") building, the Owner shall wroTib� to the C�ty,
on a prin HIS basis band an the proportional aim of the portion of the Iftyray building owned by
the Owner relative NO the size of the library building a a whols, the additional =Sol of
constructing the library building to obtain LEED �ifimfion for ffic building Within top (10)
days arterial al request filarpayment by the County dust is accompanied by do�w�tion
to supphin the progress payment ancrunt an proided in the w�cfion w�M the Owner shall
submit web payments to flip County. The design of the grism mol or the criteria utilized to
obtain the LEED unification, as applichablet shall be in the County's discroxion.
8.2 Affordable Houses . Sul to the tables and conditions of ties Startion
8.2, the Owner Shelf pmvide a minimum of forty (40) aftar-sualty" readential tharfling =In as
affordable dwelling units, a minimum of sisityex, (66) "Animus residiscratial dievelling units as
offourciabil. dwelling confils, it . min=. of few (4) Centel He. Units res Carriage Home
Units am defined in Swan 9.2(d)). The tufty (40)"ficar-age"residenfial dwelling units shall be
comprised of the following typeas of dwelling unity: twelve (12) firom multi-fmily, twelve (12)
front "othol (consisting of to�ho� duplexes. afteachend housing, condominiums in the
� and other unidentified housing types); and siximan (16) frourn single family
diffaclust, mch lat the sale prim suit unday the terms and forudificons ad forth in this Section 8.2.
the subsequent
The Owner "If convey the responsibility of �mcting the affbardabic units to
owners Of less Within the property.
(a) Mlilti-Tamily and "Other" foritige Affordable Uni . For multi -family
and nother"for-sew, affordable dwelling units within the Property, such affordable units shall be
affordable to hawasholdit with i.mmm Ins than eighty perchre (11MA) of the aria median family
man= (the "Affmdablc Unit Qualifying such that the housing costs congsting of
principal, intal real eggs tuft and [Removal inwmnm prill, do not exceed thirty
percent (IVA) Of the Affordable Unit Qualifying Inwm� provided, however, that in no event
shall the selling join of such affordable units be ]as than the greater of One Hundred Ninety
Thousand Four Handred Dollars ($190,400) or sixly-five perreend (65%) of the applicable
Virginia Housing Development Authority ("l muim= mortgage for finn-timbe home
buy= at the beginning of the 90-day Identification and qualification facriod mf�eed in
Section 92(f).
fil Sionde Full Detached For -Sale Affordable Units ("Modmiely-Pri
Unifis". Fur single family demosed for -sale affordable units within the Property ("Moderately -
Priced Unitil sugh Moduately-Pricnal Units shall be affudable to households with mwmm
]an than One hundmd twenty patient (120%) of the am, median family income (the
"Modmwly.Priced Unit Qualifying Incomes). Such (hat the housing costs consisting OfPM do
not excmd thirty pmmt (30%) of the Mod�ely-Nced Unit Qualifmg; Income, Provided,
howal flat in no store shall the selling prim of Such Modarawlywilificed Units be required in
be less than the girmw of Two Hundred Thirty Eight Thousand Dollars ($238,000) or eighty
percent (80%) of the applicable VHDA maim= mortgage Are firat-tion, home buyery at the
beginning ofthe 90-day identification and qualificams, period rd�r=cW in Swim 8.2f).
(c) For -Rent Affordable Units. For a piefrod offive (5) Foods following the data
the artifichate ofoompmey is issued by the Comfy for each fbr.� affordable unft, or me] the
units are mid as low or moderaw Met unifis quillif!IlIng as such under either the Virginia Housing
Development Authority Fmm Horam Admini�tim, or Housing and Urban Developing,
Section 8, whichever corsom Erg (the "Affordable Terry"i such units goal be funds] to
homeholds with inames, 1. than the Affordable Unit Qualifying Income. No finorent
affordable uyit may be counted mow than mm towards Re number of for-�t affordable
dwelling units required by this Section 8.2.
(1) Campanian. of All deeds combayinfir my interest in the for.
=I affordable =its during the Affordable Term shaft =tam language Talking that such Unit is
subj�totbct=softMsSm6m8.2(c). In addition, all contracts pawning sy R mnvaymmof
am
my Rai affordable unit, or MY Part th�t during the Afrmdable Term, shall cont
complets, and full disclosurre of the restrictions and =tols �blisbed by lips Section 9.2(c).
prim to the Theveyeace, of my interest in my fir -Pent affordable unit during the Affordable
Term, the thw�w�t owner dun notify the County in writing of the coinveyounady and provide
the nmeb address and telephone numbu of the pdpcMaI grantee, and state that the requirements
ofthis Sectiess, il have bases satisfied.
(ii). Annual RwWin During the Affordable Term and within nicely
(90) days following the end of mch caleander you, the then�� owner Shall provide In the
Albemarle County Housing Offm a annificed annual report of all fier-runt affordable =its for the
immediately premading year in a tam and saysence mmmbly werfal to the Comfy
Housing Office Subject to gal federal, state and local housing laws, and upon �mablc nolim
during the Affordable Tom, the thm-=enl Owner shall make available to the County at the
thm-cur=O�a'sp=L�,ifmqu�ted,mymp�.wpimof=mI orleaseag�en�.�
other data pertaining to =Is[ rates SO the County may tu�blY Hall
(it) Corisse House Ul Careful He.. Units shall main the requient;
for a single family dwelling as defined in the Virginis Uniform Suatowide Building Col shall
be an the Hope pardal as (he primary dwelling unit to which it is ��ry, and shall pol be
Subdivided from the primary nosidence, CiCandage Howe Units"). The subdivision restriction
shall his included on the plat �dng such panels and be incorporated into clach dead conveying
title to such Parcels.
(e) Both Subdivision plat and site plan for land within the Property, which
insuchicift affordable units (which, their this Seckan 8.2(t) shall include Modmtcly-Priced Units)
shall detaignal the tax or units. Re applicables thin will, subject to the Illinois and cmwiOons of
this proffer, incorporate affordable units as diescribund hwda. The first such fribilivision plat a
site plan shall include a minim= of ffim (3) such affordable units. Thereafter, and until the
Hill number of affordable dwelling units proffered h�d� shall have beat fibilfilled, the
Owner shall provide a minimum offifice (3) web affmdoblc dwelling units pher year. Eachfinal
subdivision plat and ficall site Film also Shall include a �ng total of the numb" and
p�tagc of affordable its previously provided and Imposed al be provided by the
Subdivision phday site Plan. Fin lYurP� Of this Slaction 8 2(e), Such units shall be declined to
have base provided wwo the subsequent o�albuil(let providess written post to the County
Housing Officc a its designee thin the ual will be available for miss as required by Section
8.2(f) below. In the "ant flat the Owner provides mine thein face (3) affordable dwelling units
in a single Pan, the Owner may "wery over" Or abankin credits for such affordable mile, such
thin rise additional affordable unts which mcced the niinimm annual requimmmt may be
allocated toward the inimum number of affordable units required to be provided for my Rom
year. no maximum number of affordable units that may be anied overy car bmw shall Thin
exased twelve (12) per year. Notwithstanding the terms of this Section 8.2(c) to the contrary,
upon the wild= request of the Owner, the Comfy may autbacrize, an alternative pmccmi andlor
schedule for the provision Miller delivery of web affordable units upper, a da�imtim that the
request is ing�l �d with the purpose mid intem ofEenction 8.2 and/or o6�io firribers,
the goals ofMviding affordable houaI the County.
All purchasm of the flar-age affordable mits Shall be approved by the
Alompare County Housing Off= in it desigruse. The mbsqu� o"w/build� shall pmvide
the County or its dwipm a Poland of ni�y (90) days No idmfify and prequalify an eligible
-day period shall normal upost written notice
purchaw for the affordable unit The ninety (90)
from tkthm-.�t aosenflaulder thin the ul will be available formic. IftheComtyorits
designsic do" not provide a qualified parchamor who mmulm a wnmd of fourplasse during fine
ninety (901 period, the then-�i oweverblder, Shod) haw the right to Sal the arl
willyoul my Dependent on Sales prim or inmme cribs purchissims), provided, however, that my
Hill mid without smb restriction shall prouracless be comped towwd the numba of
affordable units required to be pricisdal puEmam to this � or this Section 8.2. The
requirements ofthis Section 9.2 shall apply onlyhothefired salcofeach offlur affordable units.
(g) The County shall have the right, fi� time to time, an Tmwnable nedfice,
and subject to all applicable privacy laws. to impoat the records of Owner or my mc�m in
in�t for the purposes ofassunng compliance with this proffer.
fil Comply, THIS PROFFER HAS BEEN SATISFIED.
Within sixty (60) days after the Baud of Supparviscurs approval of ZMA 201)(IfOO9, the Obviner
shall cause to be contributed three hundred thousand deltas ($300,000) cash to the County of
Albemarle for the Albmulc Housing Initiative Fund or such other simflar fund as may be
established or nuthorized by the County, The contribution shel be to fund affordable home
ownership hat japgraw within the Project and other � of Armature County, including
those provided by myl hawing Signal such As the Pialmont Housing Alliance, Bell
for Humanity, and the Albemarle Housing hnpmvmmt Prognum. If such cash contribution is
ded file the stated purpose within five (5) years from the time the fiands were
of =Pan
contributed He the County, all uncespyanded funds shall be refunded to the Owner.
IX EDUCATIONAL AND OTHER PUBLIC FACILITIES
Elemental School Sim. Within tam hundred seventy (270) days following
9.1
request by the County, Owner after dedicate to the Comfy the Ind shown an the Application
are Layout", consfisfing of approximately 12.85
Plan w'Tl=mtmy ScIal 12,83 Acres School
Saw (or ampeaflarportiory ofshuch land in the Cowy's soledissfortion) (the "School Lorl"). Price
by dedication, the School Lan shall be graded and compound! by Owner to a minimum of 95%
compaction as measured by a standard Proachar thet with sul metals] for building
��mian as certified by a professional coginew or as otherwise approved by the County
The
Engineer in establish a fully graded pad sit. to accommodar. an eacentary schoul
recreationg tied impmvm� shown on the Application Plan shall be fine graded and have t It
so!] and wil mmdmmts added, and the sins See an undermund irrigation system sherving the
�timW field. shall be installed, Such impm�mts shall be msombly equivalent to than
existing a the recreational fieds ill Baker-Buther Momentary School, exclusive of my above
ground imponvoments. The peninsular pathways sa shown on the perimeter cribs School Lot no
the Application Plan shall be reftected ory the Subdivision plat prepared by Owner aftting the
School Lot and file pathways shot) be installed when the site is goodul ficar the recall fields.
'Me Owner shall provide all utilities to the School Lot. rib. dedication shall include e�mm
won Owner's land for � fic and we of S� Water Basins 5 and 10 shown on the
Application Plary, together with all impomry =�mdim mm� to allow St�wd� Been
10 to be redesigned and enlarged, ffromossary, ta a�=odaw the School Lot s�wat�. The
School LAI shall be used a an -I-wtwY School sfte� bid if the County examines that the
School Lot will not be used as an alcohol school sites it shall be used by die Comfy the park
and Dislocations] purposes saying both the North Pointe �unity and the region. If the
County it= cm request that the School IAI be deficaund by the hiver of D�bw 31, 2016
(Which Dilso 31,2016 deadlimpray be =tended by writion mutual egalitarian ofthe Chal
and the County), or three (3) yew after the immm of the film residential building permit
within the Ismica, the Owner shall be under no further obligation N, donfichm the School Lot for
the purpose described ropencin, but shall, by JaUMy 30, 2017, or thirty (30) days after such lata
daw, confiribute five hundred thousand deltas (11500,000) cub W the Col to be wed by the
Cxmty for projeas identifind in the Coul CIP reasordably related to the news offlue North
Pointe community, and in suat evem the School Lat may be used for Other residential purpsoushas
for an ammdmni to the Application, Plan.
in approved by the County affin request by Owner
Affair dfication and before the Comfy � the School Lot fifir a school or for park and
untional purposes, and ifiequwd by the County, Owner shall maintain the School Lot twit
quested by the county to put lorl do SO, subject to the Obvieris right to =elusive Use, of the
Dual pg�m, Such park and �tional purposes shall be oat
School Lot for pink and r�� Y
a am that includes tha
flachan am shown an an approved final she plan a Subdivision plot for th
School Lot. Upon being requested by the County, Owner shall mow all me and maintenance of
the School Lot and T�ove all impmvemmu �blisbed by O� that the County requests be
removed. The Comfy shall ant be obligated to pay Owzez for any improvcmmft established by
Ownw that the County Maine. The dead of dedication Fin the School Lot dual provide that if
the Comfy accept tide to the School Lot and ffim does not construct either a park or a school
within twenty (20) years following the date the Board of Surpersisms app�� the ZMA
Amendment. than upon O�'s request title to the School Lm shall be �f�d to Owner at
no ap� to Owner.
9.2 Bus Stop Turnoffs. Bus Stop i.peov...nts, and Bus Siorin
(a) Ownm shall ��et in (10) Public bus HOP WmQffs as shown On the
Application Plan, Or officarefirse two (2) in the wuth�ost raidmAial � four (4) in the
wnmmTial was and four (4) in the other nesidental areas, mch in a lomfion mutually
spatial to Owner and the County. The bus stop mmoffs shall be approved with s�w
constraction plans for the Project and bonded and minstruded with the grengs.
fill Upon ft request by the County, Owner shall cannibute the Wier spin of
tweray, five thowmd dollwa ($25,000) cam towards the Design and ��efim of the above
ground bus Stop impmvmmm such as bwohm and shelf= ymging Standards atablisland by the
County at ewh bus stop, Ifthe Comfy docsmtrequ� the funds, or requests the fonds but docs
not wanted the bus stop impmvmmts by the later of Dmmb� 31, 2015 or thin (3) years
aim completion of the mad network that includes the blue Stop turnoffs, than subject in meator
of face majadial the �pmded fings shall, in the discretion of the County, either be T�med
to Owner or applied in a project identified in The County�s capital impro�wt pmg� within
or adjacent to the Fail that bransfits the Project.
(c) Within thirty (30) days either the intruduction of public vmp=ation To
the Projects Owner shall contribute Eventyfive lhommd dollars (S25,000) cast to the Comfy to
be used for operating experaft related ty such spervice, and shall thareafter annually countribute
Tworty-Five Thousand Dollars ($25,00(f) cash to the County W be used for operating expeoureft
related to such Sol for . pmod of nine (9) additional years, such that the real fiandist
mumbutd to the Comfy pursuant to this Section 9.2(c) shall not "cmd Two Hundred Fifty
ThoomdDallm($250,000). Hire introduction otpublictrandipparthationto the Pmjwtdum not
common by the later of too (10) years after the Howard of Supernal aisproves the ZMA
Amendment, or seven (7) years after the date offlue iss=m cribs fast cerfificate ofmcuponcy
fir (be fast wmmmial building within the I'miesi, this Section 9.2(c) shall moymc null and
void.
X. ACCESS TO ADJACENT PROPERTIES
10.1 Dedi,ationofRiehi-ef-W-Y-E-1�--i--IOP.r�12ZE Unless the dedication
ofpublic rigibEol-way and the mngrpmixn ofuch grow are required in conjunction with the
approval of a subdivision plat under Albemarle County Code 14-409 and related sections, or
that ��ors:
Owner shall reserve the fifty (50) foot wide right-of-way, located within the an shown
on Sheet B and identified as a -50' R.O.W. Reserved for Future Dedication" wn=ting a right-
oll from the propossed middle m�ft mad into North Points in the mutb= property line of
Tax Map 3Z Parcel 22F rfMP 32-221fal. Prior to the issumm of a building permit for
Building 32 an shown an the Application Plan, Ovanner shall accord in the Clerk's Offiess of the
Cacm Court ofA]bmaric County, a �% irrevocable dead ofilledical dofficating to public
use for road purpol the � labeled "50PILOW. Reserved for Future Dedication." Owner
acknowledges the it it is red pw of a subdivision plat approved by the County, Such offer of
dordicationsidust be first T.Amed and approved by the Bodard ofSupervempat and accepted bythe
Board. Sud, dawd of dedication shall include the following conditions: fir flaw TMP 32-22E
shall battle been upsoned; and (11) that prior to Is use for mad purpostass, them shall have beat
construcand am the land so dodicatend a mad approval by the County and accepted by VDI for
public use a bonded for VISOT'S accepted=. At the time of the consainuction offifily access mind
serving Building 32, the O�m shall wnma the intersection curb radii or the mad serving
TMP 32-22E and extend ��dim of such mad for at Iwo a minim= of one hmdmd (100)
fact films NoUtheide Drive East. The Omm shall aim plum al the and of Such extended road, ,
sign, appmved by the Comfy, advising and notifying the public that such ight-of-way is the
location of a future road =�sion. O�a sal giant temporary ww�ctim m�mm as
tied TMP
dutmined necessary by the County Engineer in allow for the mad to be saw to 32.
22E, which =mcdon common, shall be an O�u's property and outside of the dedicated
right-of-wity, Rod shall be established by the applichal site Plat No impmvmmts shall be
located within the temporary mweraction mmmm until �ion of such road loss been
completod.
10.2 A.., to Tai Map 32A. Section 2. Parcel 4 (�u�t Northwoods Mobile
Home Park Poprtyl Unless the carlicum of public right�liway and the mmimction of
such stred ares required in conjunction with the approval of a subdivision plat under Albmul
County Code § 14-409 and Traded smitions, cor their �sm:
Owner shall reszore m wa I. the 1=6. labeled "i R.O.W. R�d for Future
Deflonfiver, in the ant= und of the main mm.=W wzzsa laid film U.S. Route 29 on Sheet
B for access to Tax Map 32A, Section 2, Fmcal 4 ("Tholl? 32A.24"). Prim Do the issumm of a
building parout for Building 6 or Buildings V I tbmugh V6, each a shown on the Application
Plan hichve, is Owner shall word I. the Clerk's Offer of The Cirmil Coadia of
Ally a County. a cun=� univiscable dead of dedication dedicating to public crew for mad
purphystes, Has am labeled ll R.O.W. Reserved for Future Dedication." Owner acknowledges
that if it is nor part of. subdivision plat approved by the County, such ol of dedication mm
be fl, adwed and approval by the Baud of Suppaysisons and accepted by the Badard. Such
claw of dedicalky, Shall include the following conditions: (I) that TIVII 32A-2-4 shall have beei
upwared; and (ii) that prior to itsuseformad purpmm, thmsball have been construched on El,
land an dolicated a mad approrood by the County and accepted by VDOT for public use o
bonded ficir VDI aompt�. At the time of the construction of the anymbabout sell
Building 6 and Buildings VI through V6 the Dual Shall censtmot the int�im curb radii
and extend �t�aim of the mad for a distance, of at lent thirty feet beyond the maindual
The Owner "I aim place at the and of such extended mad, a sign, approved by the Coyhnn�
advising and notifying the public that such tijjlht-oyf�way is the lomtim of a fuwm mad extension
After ddionfire and hot= the conditions of the dedication bove ban Satisfied, and ifrequesterld
by the Comfy, Owner shall maintain the defficated land unfit requested by the County to no
longff do so, Subjea In the Owner's right to exclusive over of the dedicated land felt park,
recreigioal, ansilm gmmspam purposes. Upon bat mqumted by the Comfy, Owerear Shelf
� all use it aint�w offlic dediciffid Ind it rawle -11 improvements established by
Own" (if my) died the County requame be removed. Own" shall grant temporary WW�im
as detwinincod necessary by the Comfy Engineer to allow for the mad w be extended
to TMP 32A.24, which coproduction mmmls shall be an O"el�s Property and crieside of the
dedicated right -of -al and shall be established by the applicable site plan. No impmvmmts
shall he limited within the tanpDwy mn�ction ==aim =61 m�metim of web mad has
base completed.
XLSIGNATORY
12.1 CeytWicp&. The unclensigned �ify the they are the only am= offla Property,
which is the subject cribs ZMA Amwdmmt.
112 The O�. Th= proffmas shall run with the Property and eftly mfmwm to
O�w within fl� proffers shall include within its meaning, and shall be binding Upon,
Owther's swmmi(s) in intense and/or the developer(s) of the Property Or my portion of am
property,
(Signmm Pages imadimely Follow)
This pmft Smtmmt nay be signed in wwtap� and/or via fisetinfile with the mine
full fallen and affect as fruit egreuress Were original andon me doommit.
Sinnymm, Contm.IP.rdImr�d6,ll
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Date: lalt.3
COMMONWEALTH OF V13LGINIA
Cri OF CHARLOTTESVILLE
Puil T the juristfich . my aliment hereby andifil that
U �oap Ind NO2. i Q9 and �Vh. f Cir� Eastmn Managerial Company,
4 D
Virginia finfitud liability company is signed to
LL
1St�m.1 bear& the data asoNo P 2d Regald ffC�
ded
M?f
a! owconegAfron '11. LLC
2013, ukwwiedged the mine before me in my jurisdiction aftermsed an hat of sniff it
liability company.
Gimdmyh.,�dthis.0-dayofA/m�013.
IU
my.mm "Phase. 0 hinglin
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[SEALI Notary Pal'.
0
DOC
COMMONWEALTH OF VIRGINIA
COUNTY OF ALBEMARLE
dersigrand Notary Pblic in and for it aft id but outiffies thist
1TV"
0-whose name al win Mmagmt Company,
Mr= .-Iflit'a'Hill Assudischates, L.L.C., a Virginia limited liability complany, is signed TO the
Amended and Restated Proffeer SMtmmt homing the data as of 2013, I
acknowledged the same before me in my jurisdiction afiresadd an behalf o liability
Perry
Given mdw my hand this 1-3 day of lVallmlItr 2013.
Myw�issionexpim:
JSEALJ
00wirms�,'ibli OA YOSK03
MYC�.Eg Wo-t
P ES L' All PAR H IrP OF
PRO
By: I p�,
Cl
To. Limitd Part die, I p�.
Y
Y: Gredif Eastim
Date;
COMMONWEALTH OF VIRGINIA
COUNT OF ALBEMARLE
I ad Notary Public al for jurisdiction fbE..id hereby catifies that
u
a
f Gmt Eastern Manag=mt company,
04G..- kiedYK Partner of CWH Propmiu Limited
P�whip, a Virginia limited pulp by it t Eli fQMTD Ationded and Restated
Proffer Smtcmmt bearing the We m of , 2013, acknowledged the none before me
in my,jurisdiction aforesaid DO behalfofmid ife
eiv=undwmyharidthisi5_dyofMOkytigId 2013.
My�MIPT.Mm.
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1112312020
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REVISIONS
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07-31-2020
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jpr^�, ,' - / ) % -\ \, ,I 1:/ ! l� q>�) • % /`� '�-� ) l %lr i�� �_- �� �� ,1 PARKS
/ �i —__ _i% \ 11 / /' v�•% / / ``^�\ // // / //// / 1 J ) SIZE MODIFIED
//' ,• / / I \\\ \ / / I j ;\ / / ` -�- \ ', i , J /{ 1 ;,i,'` ` , (� '�--" \ 1 MARK TYPE LANDSCAPING ACTIVITY iso c*I SIZE9(S.F.) CRITICAL SLOPE
j \_, •' \ ,\`_— \ 1 ; I \ /^ A Residential ub Park Landscaped grass & benches Passive 19,500 NIA
11 D Natural public amphitheater Grass bowl Passive 12995 WA
98 a / �I I` \ —\ \ \ \ \ \\\ % / 3, i / l� C Residents] Street Island Landscaped grass Passive 16,457 6,936 - PRESERVED
��i �1 �� _"�! \ \ \ ♦ �' — \ \ \ \ \ + i /// D Natural Valley Enhance Nature] woods & benches Passive 27,923 29,370
�V D % i 1 % ��—' > •♦ \ 1 1 / / / / /— % / , E South Club House Recreation Area Pool and natural woods Active I Passive 46,507 65,872
/\� ♦-+� \ \\ \\ 1 1 I / %�! i i , \ \ ` isi.. w.a w o<o�i.uw,e..a�
r �.\ \ , , , , i ` F South Club House Picnic Area Play =ourtsm neural woods Aotire 53.fi00 47'267 MANAGED
W / \ / ' / i 1, G Exercise Pathway - MANAGED
/■ 1 I //!/ � + I I io.F.ee�..mu�Hahaoa wm o.eno.®..rm.m� Landscaped walk 86encMs Active 38,544 WA
R
1 • + +� • � �/! H Urban.P]aza (landscaped) Landscaped walkways Passive 12,1U0 WA
I Nod Club House Recreation Am Pool and natural woods Active / Passive 50.669 64,087
/ �j I l —. - EuamWUlWmrweY ❑ - ASCA CREATED/MAN
\ , J Nat ual Valley Entrance and Play Area Play court in natural woods Active / Passve 11,586 12,392
G 63 � �� ♦• ( � "�___� � �\` \—_—i ,/// / �—� \ \ .` TOTAL 284,881 307,083
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GREAT EASTERN MANAGEMENT
2619 HYDRAULIC ROAD
CHARLOTTESMLLE, VA 22901
DAVID MITCHELL. E.I.T.
PHONE (434) 296-4109
FAX: (434) 963-2670
E—MAIL: davld®southem—alaselamm
TOWNES SITE ENGINEERING
CBRIAN C. P.E.
9850 LORI ROAD. SUITE 201
CHESTERFIELD.
VA 2383STERFIELD, 2
74 2383
PHONE: (804) 748-9011
FAX: (804) 748-2590
asx usewr E—MAIL: BMITCHELLOCCTOANES.COM
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--- ICI ANNA DISTRICT
ALB]E AIRLE COUNTY, IRGINIA
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GREAT EASTERN MANAGEMENT
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Townes
SITE ENGINEERING
9850 Lori Road, Suite 201
Chesterfield, Virginia 23832
Phone:(804) 748-9011 Paz: (804) 748-2590
ASK US HOW
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Lic, No, 035724
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POFFSS/ONALE2
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REVISIONS
01
DATE ITEM w
11 23 2020 PER COMMENTS
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PROJECT MANAGER
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BRIAN C. MITCHELL, P.E.
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SHEET # O
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1 l l I l ! l , , , l I Il , 7 I 11 , /l /l I� - l \``��- /' /, �' /� // /' / /� / i / i //- - - - - -1-7 --------------------- / - - - --- - - \ \ \\\\ i ��I ,� Iil ,il f� f� i' II III I I //
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l r i Il i l I i i i I l rr II I Ir l l /1 i ill I /l� 111 / EASEMENT v`, /' / i /r/ /i it /i/ i �r�i'__
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LINE
TABLE
LINE#
LENGTH
DIRECTION
Ll
255.912
N73a
08'
35.11'E
L2
68.084
N36a
57'
46.96'E
L3
129.632
N48a
10'
23.81'E
L4
60.701
N32a
46'
39.13'W
L5
107.950
S36a
12'
54.91'W
L6
20.396
S240
54'
19.16'W
L7
52.911
S36'
12'
54.90'W
L8
17.705
S49a
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
264.500
008.9580
C7
24,778
284.287
004.9938
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SITE SPECIFIC NOTES: SITE SUMMARY:
1. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO CONSTRUCTION INCLUDING
/ USE: CLUBHOUSE
UNDERGROUND UTILITY CONNECTION POINTS, RECEIVING PIPE SIZES, INVERTS, AND PIPE MATERIALS
/ FOR UNDERGROUND STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON FINDING MAGISTERIAL DISTRICT RIVANNA
A DIFFERENCE IN FIELD CONDITIONS AND WHAT IS DEPICTED ON THE PLANS.
/ 2. CONTRACTOR SHALL ENGAGE MISS UTILITY OR A PRIVATE UTILITY LOCATION SERVICE TO MARK ALL
/ UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ZONING DISTRICT PD—MC (PLANNED DEVELOPMENT MIXED COMMERCIAL)
3. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS, RELOCATIONS, NEW SERVICES, AND
TEMPORARY SERVICES WITH THE UTILITY OWNER PRIOR TO BEGINNING WORK. TAX MAPS/PARCELS 03200-00-00-02000 (PART OF)
/
4. MAILBOX LOCATION TO BE DETERMINED WITH UNITED STATES POSTAL SERVICE. / 03200-00-00-02300 (PART OF)
O ADA NOTE: 03200-00-00-02910
ALL SIDEWALKS AND HANDICAP ACCESS RAMPS MEET ADA REQUIREMENTS. CONTRACTOR SHALL NOTIFY
r�
/ 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 ZO" DRAINAGE
EASEMENT PROJECT AREA ACREAGE 2.04 AC
EX VAR/ABLE WIDTH l / /l /l RESERVOIR WATERSHED NORTH FORK RIVANNA — JACOBS RUN
— — SANITARY SEWER / / /
FEMA MAP 51003C0145D /DATED FEB. 4, 2005 /ZONE 'X'
EX 20" gLjRAINAGE _
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 / EX — _ _ 2600/125 = 21 SPACES
— — — — / 20 — — — — — — — EX P/L —L2 — — SWIMMING POOL: 1 PER 125 SF WATER SURFACE
4545/125 = 36 SPACES
L=7'WP5zD=2'
f- — 29 SPACES PROVIDED
23 SPACES REQUIRED (57 SPACES REDUCED BY 607.)
W/ FILTER FABRIC 27 STANDARD SPACES
/— —/— — — —
9 2 ADA SPACES
*THE MINIMUM NUMBER OF PARKING SPACES REQUIRED FOR A RESIDENTIAL RECREATIONAL FACILITY
WITHIN A SUBDIVISION SHALL BE REDUCED BY THE PERCENTAGE OF DWELLING UNITS WITHIN THE
— SUBDIVISION WITHIN ONE —QUARTER MILE OF THE FACILITY.
A7 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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Lic, No. 035724
o°, 1112JI2020 i
REVISIONS
DATE ITEM
11 2J 2020 PER COMMENTS
DATE
07-31-2020
SCALE
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
DESIGNED BY
BCM / LEN
CHECKED BY
PROJ.#
20190267
SHEET #
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\ \ ` ` \ \ ♦ \ \ \ \` \ I I I I - __________ 1. ALL PIPES ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
It t \ `` ♦` `\ ♦ \ \ \ \ \` \ '-� I I I it 2. VDOT STANDARD ST-1 STEPS REQUIRED ON ALL CONCRETE STRUCTURES 4' TALL OR HIGHER
\ � \ \ \ ♦ ♦ \ \ \ �-- / I 1 I , I I 1 I � l -.\ � / � / / / � / �--_____ 3. RCP PIPE TO BE CLASS III UNLESS OTHERWISE SPECIFIED
----- --- 4. ALL ROOF DRAIN PIPE FROM BUILDING TO RCP STORM SEWER SHALL BE HDPE OR EQUAL
♦ \ \ ` ` ♦ \ 1 I ----'--- 5. ALL STORM SEWER WITH INVERTS BELOW THE NORMAL POOL OF SWM BASIN TO BE 0-RING PIPE
\ I I 1 �� / r _
--
\ _
6. BOOT CONNECTORS REQUIRED FOR ALL PLASTIC PIPE CONNECTIONS INTO STORM STRUCTURES
`\ `\ \ \ `♦ ` `\ \ ` ` i I i j / / / / / ' / / / r ___------___ 7. ANY STRUCTURE PROPOSED TO BE MODIFIED MUST BE REPLACED IN THE EVENT OF DAMAGE DURING
MODIFICATION
f I f 11 / i/ i i i/// i i i--------------------------------
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_ -
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Structure Table
Structure Name
STRUCTURE DETAILS
STRUCTURE DESCRIPTION
1
TOP = 484.500
VpOT DI-5
INV OUT = 481.000
TOP = 485.010
3
INV IN = 480.785
DI-313-72in (6ft)
INV OUT = 480.685
TOP = 485.002
5
INV IN = 479.693
DI-313-721n (6ft)
INV OUT = 476.486
TOP = 471.000
7
INV IN = 466.000
M/H
INV OUT = 465.900
9
TOP - 465.958
EW-1
INV IN = 464.000
Storm Pipe Table
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%
FSTORM
4
3
5
480.68
479.69
15 IN. CL. III RCP
99.17'
1.00%
6
5
7
476.49
466.00
15 IN. CL. III RCP
69.91'
15.00%
8
7
9
465.90
464.00
15 IN. CL. III RCP
39.72'
4.78%
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`\ \` `\ \` \ \ \ ♦ \ ` \�` 1 I ' I li / / / / , - ---__ — — — — — — — — — — "-_ - — N AND SEDIMENT CONTROL HANDBOOK
I
I I IlI STD. & SPEC.
— — — — — — — — — — — — —
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I 1 I I ���1 .� / / / / / / / / i r_______________________________ _ CONSTRUCTION ENTRANCE
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EROSION CONTROL DEVICES AS PER VIRGINIA
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COARSEPERSPECTIVE
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VIEW PERSPECTIVE VIEW
I.• 1
PLASTIC FENCE
FENCE
OUTLETMETAL
J UMN Magma Iron useumanam or atraw aaa raanc miner carders tar coarsen, wanW,ye. ww6 1.. .1 VUUI IfVAU nnu tllaU4'c JIANUAM)b
Sherwood and T mt VA DSWC
SILT FENCE CULVERT INLET
cIP PROTECTION
3.08
7- ENDWALL
D151ANCE AS 6' MINIMUM IF ROW
rs rowwD EMBANKMENT
IOW
OPTIONAL STONE COMBINATION* *
I 1.0' I r - I
ir•♦+�j'11 ���
.Lk"•'MMI
-•%mr 13, / 5 57 COARSE AGGREGATE 351.f.Ise OR /
TO REFUGE SILT FENCE IN "HORSESHOE 'WHEN
FNGH VEEOCIlY OF f10W 15 EXPEC)ED
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE 3.08-1
DD TEMPORARY DIVERSION DIKE
3,09 I Compacted Soil
18" I I
Area to be protected I I I I( I I .-Flow
_-I I III I ICI ICI I l-1 � I-n 1 _-_-_-
��-I C I-� 11-1 11-1 11-I I �-I I I-i 11-1 I M I M I 1-1
�I I-III-III-IIII-III-III-III-III-I II I -III -III -I I I-
h 4.5' min. •I
SOURCE: VA. DSWC PLATE 3.09-1
• ,
. IjVLET
® FIL I
WATERGRAVEL FILTER 12*
RUNOFF .1i'i��jFILTERED WATERWINE MESH
��Lr=_�..�•i
IF
CONCRE717 CUTTER CURD INLET
THIS
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_IIIIII�IIIIII IIIII
III �
METHOD.
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAUAGE TO ADJACENT STRUCTURES AND UNPROTECTED
SOURCE: ✓A DSWC PLATE 3.07-6
Silt Trap
1
Area=
1.80
acres
Wet Volume Req'd
3256
cf
Dry Volume Req'd
3256
cf
Bottom L =
37
ft
Bottom W =
19
ft
Wet Depth =
3.0
It
Dry Depth =
2.0
ft
Wet Volume Actual
3269
cf
Dry Volume Actual
3689
cf
Stone Outlet L =
11
It
Side SloP es=
2 :1
Bottom Elev =
459.0
Top Width=
38.5
Top Length=
57.0
SOURCE: VA. DSWC PLATE. 3.13-2
P SILT FENCE DROP INLET
3.07 PROTECTION
2 X 4- WOOD FRAME
DROP INIET
WITH GRAIT
1.5' MAX. FRAME
3" MIMIN.
G41HER
U _^ EXCESS
U AT CORNERS
��
PERSPECTIVE VIEWS
STAKE
FABRIC
ELEVATION OF STAKE AND
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 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual. 1988 PLATE 3.07-1
TABLE 3.31-C
TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES
SEEDING RATE
NORTHb
SOUTH'
PLANT
311
5/1
8/15
2/15
5/1
9/1
SPECIES
CHARACTERISTICS
Acre
1000 ft2
to
to
to
to
to
to
4/30
B/15
11/i
4/30
9/1
11/15
OATS
3 an. (up to 100 lbs.,
2 lbs.
X
-
-
X
-
-
Use spring varieties (e.g. Noble).
(Avma mliva)
not less than 50 lbs. )
RYE'
2 bu. (up 110 Ibs.,
2.5 lbs.
X
-
X
X
-
X
Use for late fall seedlings. winter
9 .
(Secale cereale)
a
not less than 50 lbs. )
eovar. tolerates cold and law
moisture.
GERMAN RYEGRASS
50 tbs.
a rox. 1 lbs.
vv
-
X
-
-
X
-
Warm -season annual. Dies at lost
(Setaria italics)
frost. May be ceded to summer
mixes.
ANNUAL RYEGRASSO
60 Its.
1 Yz lbs.
X
-
X
X
-
X
May be added in mixes. Will
(Callum multi-florum)
mow out of most stands.
WEEPING
15 lbs.
5 h ozs.
-
X
-
-
X
-
Warm -season perennial. May
LOVEGRASS
bunch. Tolerates hot, dry slopes
and acid, infertile soils. May be
(Eregrostis curwla)
added to mixes.
KOREAN
25 tbs.
approx. 1 h lbs.
X
X
-
X
X
-
Warm seasonal annual legume.
LESPEDEZA'
Tolerates acil soils. May be
(Lespedeza stipulacea)
added to mixes.
a Norther Piedmont and Mountain region. See Plate 3.22-1 and 3.22-2.
b Southern Piemont and Coastal Plain.
a May be used as a cover crop with spring seeding.
d May be used as a cover crop with fall seeding.
X May be planted between these dates.
- May not 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 Bluegrossl
0-5R
0-5R
TOTAL' 175-200 Is.
High Maintenance Lawn
Toll Fescuel
TOTAL 2DO-250 lbs.
Tall Fescue
128 lbs.
General Slope (3:1 or less)
Red Top Grass or Creeping Red Fescue
Seasonal Nurse Crop2
2 Its.
20 Ibs
TOTAL: 150 lbs.
Tall Fescuel
108 lbs.
Low -Maintenance Slone
Red To Grass or Creeping Red Fescue
P eP 9
Seasonal Nurse Crop2
2 Ibs.
20 Ibs.
(Steeper than 3:1)
Crownwtch3
20 lbs.
TOTAL 150 lbs.
1 - When selecting varities of turfgrass, use the Virginia Crop Improvement
Association (VCIA) recommended turfgrass variety list. Quality seed will bear a
table indicating that they are approved by VCIA. A current turgfgrass variety list
is available at the local County Extenstion office or through VCIA at
804-746-4884 or at htto://sudon.cses.vt.edu/html/Turf/turf/publications2.html
2 - Use seasonal nurse crop in accordance with seeding dates as stated below:
February 16th through April .................................................... Annual Rye
May tat through August 15th............................................... Foxtail Millet
August 16th through October ................................................. Annual Rye
November through February 15th .............................................Winter Rye
3 - Substitute Sericea lespedeza for Crownvetch east of Formvilie, Va. (May
through September use hulled Sericeo, all other periods, use unhulled Sericea).
If Flatpea is used increase rate to 30 lbs./acre. If Weeping Lovegrass is used,
include in any slope of low maintenance mixture duing warmer seeding periods,
increase to 30 - 40
SOURCE: VA DSWC
CONSTRUCTION NARRATIVE
PROJECT DESCRIPTION
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 TIE 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, NORTHPOINT'E 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 THE SITE IS STABILIZED.
THE SITE CONTAINS STEEP SLOPES THROUGHOUT THE DISTURBED AREAS.
THESE DISTURBED AREAS WILL NEED TO BE SEEDED AND STABILIZATION ACHIEVED
TO PREVENT EROSION FROM OCCURRING AS THE WORK PROGRESSES. THE
CONTRACTOR SHOULD ALSO TAKE CARE. TO KEEP CONSTRUCTION ENTRANCES IN
GOOD WORKING CONDITION IN ORDER TO NOT TRACK MUD ONTO EXISTING
ROADWAYS.
EROSION AND SEDHOENT CONTROL MEASURES - PHASE I
1 - ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED,
MAINTAINED AND REMOVED IN ACCORDANCE WITH THE CRITERIA AND GUIDELINES
CONTAINED IN THE CURRENT EDITION OF THE VIRGINIA EROSION & SEDIMENT
PERMANENT STABILIZATION
THE CONTRACTOR SHALL PROVIDE GRASS STABILIZATION ON ALL DENUDED AREAS
PRIOR TO TURNOVER OF THE PROJECT TO THE DEVELOPER. SEED SHALL BE APPLIED AS
DICTATED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
STORMWATER RUNOFF CONSIDERATIONS
FOUR BMPS HAVE BEEN DESIGNED TO COLLECTIVELY ADDRESS THE WATER
Q
UANTITY 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. T'IIF 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 CIIECKED
DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SITE INSPECTIONS SHALL BE
CONDUCTED AS SPECIFIED IN VARIO-PART II-F. ATTENTION WILL BE GIVEN TO THE
FOLLOWING ITEMS:
a. SEDIMENT TRAP WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH 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 DE1 OSI 1 SHOULD BE REMOVED AFTER EACH
STORM EVENT ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILTQ
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, WHE:1'HERA STORM EVEN
HAS OCCURRF,D OR NOT', I HE MEASURE SHAI I BF. INSPFC IFD AND REPAIRS MADE:
IF NEEDED. DAMAGES CAUSED BY CONS I RUCT'ION'TRAFFIC OR OTHER ACT'IVI.1'Y
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 MINIMIZE THE TRANSPORT OF SEDIMENT BY
REPEAT AS NEEDED. IT OFFERS FAST PROTECTION FOR 14AUL ROADS AND
(VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
OTHER HEAVY TRAFFIC ROUTES.
TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED
EROSION AND SEDIMENT CONTROL MEASURES - PHASE II
THOROUGILY 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 AT ONE TIME.
DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY
B - EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN
TRENCHES.
SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL
C - EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND
S'1'ABILIZA IION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR
DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS
MORE THAN ONE YEAR.
OR OFF -SITE PROPERTY.
3 - WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC
D - RESTABILIZAHON 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
ENVIRONMENTAL ENGINEERING IF WARRANTED BY FIELD CONDITIONS.
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
6 - THE TEMPORARY SEDIMENT TRAP SHALL NOT BE REMOVED UNTIL APPROVED BY
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
ENVIRONMENTAL ENGINEERING.
REMOVED IN THIS MANNER.
7 - A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT PRIOR TO ISSUANCE OF
4 - UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
A LAND DISTURBANCE PERMIT.
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA-
8 - AT THE TIME OF THE PRE -CONSTRUCTION MEETING, TWO STANDARD SIGNS MUST
A - NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
BE INSTALLED ON EACH SIDE OF THE CONSTRUCTION ACCESS. THESE SIGNS SHOULD
B - EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
STATE EITHER "CONSTRUCTION ENTRANCE AHEAD" OR "TRUCKS ENTERING
TRENCHES.
HIGHWAY".
C - EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND
CONSTRUCTION SEQUENCE TO BE AS FOLLOWS:
DISCHARGED IN A MANNER TI IAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS
1. THE OWNER MUST GIVE THE COUNTY INSPECTOR 48 HOURS NOTIFICATION TO
OR OFF -SITE PROPERTY.
SCHEDULE A PRE -CONSTRUCTION MEETING THAT WILL BE HELD AT COUNTY
D - RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE
OFFICE BUILDING LOCATED AT 401 MCINTIRE 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 SEDIMENTBASIN SHALL NOT BE REMOVED
4. CLEAR PRELIMINARY LIMITS OF DISTURBANCE AS NEEDED TO INSTALL SEDIMENT
UNTIL APPROVED BY ENVIRONMENTAL ENGINEERING.
TRAP.
7 - A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT PRIOR TO ISSUANCE OF
5. INSTALL SEDIENT TRAP.
A LAND DISTURBANCE PERMIT.
6. CLEAR PRELIMINARY LIMITS OF DISTURBANCE IN THIS AREA AS SHOWN
8 - AT 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 TIME AND PERFORM ANY REPAIRS NEEDED FOR THE TRAP TO FUNCTION
PROPERLY.
9. AFTER THE INSTALLATION OF SEDIMENT TRAP AND OTHER INITIAL EROSION
CONTROL (EC) MEASURES, THE COUNTY INSPECTOR AND CRLD MUST MEET TO
INSPECT EC MEASURES BEFORE PROCEEDING TO PHASE II.
CONSTRUCTION SEQUENCE TO BE AS FOLLOWS:
1. CLEAR AND GRUB TO FINAL LIMITS OF CLEARING.
2. BEGIN SITE GRADING OPERATIONS.
3. BEGIN BUILDING PAD AND BUILDING CONTRUCTION.
4. INSTALL STORM SEWER PIPES AND STRUCTURES, INSTALLING INLET PROTECTION
FOR THE DRAINAGE INLETS AS PROGRESSION OCCURS.
5. INSTALL CURB AND GUTTER, STONE, AND PAVEMENT.
6. SEED ALL DENUDED AREAS.
ONCE LAND DISTURBANCE AREAS HAVE BEEN FULLY STABILIZED, CONTRACTOR
SHALL REMOVE SEDIMENT TRAP AND OTHER EC DEVICES UPON APPROVAL OF
ENVIRONMENTAL INSPECTOR.
In accordance with Minimann Standard 19 of the Erosion and Sediment Control Regulations, adequacy of receiving 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 (1%) of the total drainage area at the discharge point (Project
Drainage Area and Total Drainage Area are required),
Or
B. Natural channels must be analyzed to demonstrate that (1) the two-year storm will not overtop the channel banks and (2) the two-year storm will not cause
erosion of the channel bed or banks (Qop,.n, Q, and V_ are required)
Or
C. Man-made channels roust be analyzed to demonstrate that (1) the ten-year storm will not overtop the channel banks and (2) the two-year storm will not
cause erosion of the channel bed or banks, m (3) the 10-year storm will not cause erosion of the channel bed or banks for improvements within Comfy
Drainage Easements (Q®p, w, Qro, and Vz/ V 1a are required),
Or .
7.• Pipes and storm sewer systems must be analyzed to demonstrate that the ten-year storm will be contained within the system (Qcapacity, Qlo, and hydrerdic
I. _FritdSJ" le dc1djI{oBs Ue legUirfdL............ .......................... .
Or
E. Runoff is discharged through an energy dissipator where flat poorly drained topography exists within the limbs of the 100-year floodplam. RPA. or
Wetland and when acceptable velocities are demonstrated. A formal written variance request must be submitted to and approved by Env. Eng.
Or
F. The pare -development runoff rate is maintained by methods other than onsite detention for the Q2 (natural) or QIo (man-made) storm event during the same
stoma event discharging into an adequate natural or man-made conveyance stern. If not adequate, a formal written variance request
post -developed 8 8 eq Y Y 9 el
must be submitted to and approved by Env. Eng.
Or
G. The 'e-development ment nmoff rate has been achieved via onsite detention. A formal written variance request must be submitted to and approved by
Pr oP q PP
Env. Eng
Or
H. A combination of the above methods to include detention and drainage improvements, or other measures acceptable to Environmental Engineering to
prevent downstream erosion. (A fm•mal mitten variance request must be submitted to and approved by Env. Eng. )
Discharge Point
Adequacy
Situation
Project
Drainage
Area
Total
Drainage
Area
Q�, my
Q2
Qlo
V2
Vto
Cross Section. Profile, DA
Map and Calculations
Shown on Sheet
X-Section A
D
1.80 AC
8.97 AC
175.94 CFS
NIA
24.89 CFS
N/A
15.2 FPS
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DATE
REVISIONS
DATE
07-31-2020
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BRIAN C. NIifCHELI
Lic. No. 035724
!o„ 1112312020 1
TE
REVISIONS
DATE
07-31-2020
SCALE
AS SHOWN
BRLIN C. MITCHELL, P.E.
BCM / LEN
201
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GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I
INITIAL
BEDDING
3 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
4-MI
INITIAL BACKFlLL
4M
UNSTABLE a^ a" e' e"
SOIL\ MIN MIN. h MIN MIN. #68 STONE
r^` :GRANULAR FILL AS >: <.
^A:= APPROVED BY ACSA->'. < .,
S CI(, Z 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 BEND
1' TYPE 'K'
SOFT COPPER
KI'K
NOTE:
No SWOTED FITTINGS
DUAL SERVICE
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE
U4i
O
C
1' COMPRESSION N 3/4' MALE PIPE COUPLING
OR APPROND EQUAL
FOR USE ON ATTACHED SINGLE FAMILY
RESIDONTAL SERMCES OR DUAL RESIDMTAL
AND IRRIGATION SERMODS.
C7
<_
MNPRE59aM N 3/4' MALE PIPE COUPLNG
PPRONID EQUAL
rOR USE ON DETACHED SINGLE FAMILY
RESDENIIAL SCRAM MORE AN IRRIGATION
PETER IS NOT PROMDED.
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-6A
A EW-1.1A
n I I
SHAPE TO BE
BEVELED --------
WITH MORTAR I FLOW
DO NOT
BEVEL B
INVERT a
F --
NOTES) 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE
ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE.
6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE
IN NO CASE SHALL TOP OF ENDWALL PROJECT PROVE 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 N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE
8. ON SHALLOW FILLS, WHERE EHDWALLS ME VOR LESS BELOW SHOULDER
SHEET 101.02.
UNE.THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PMALLEL TO THE
'CRAPE OF THE ROM.
4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL
SKEWS(0•TO 45•).
9, %11 CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION.
5. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT
WITH INVERT OR WINGWAL-S OCCUR
EW-1
EW-MA
ENDWALL FOR CIRCULAR PIPE
DIAMETER OF PPE CULVERT
W.
15"
1B"
21" OR 24"
7" OR 30'33"
OR 36"
A
0'-8"
0'-8"
0'-9"
0'-11"
1'-0..
1'-,
B
J.-T.
p_31.
T-6..
T_T
2-01
C
1'-4'
1•_7"
1'-9..
2•_2"
2•_6"
2'-9"
D
P_0.
1.-3..
1'_6..
2,_0"
2,-6"
3'-0"
F
O'-B"
0'-a"
0'-B"
1-9"
0'-9"
0'-9"
H
2'-3"
VAT'
3'-2•
3'-9"
4'-3"
4 V
L
4'-0"
5'-0"
6'-0"
8'-0"
10'-0"
12'-0"
O
0.'
00'-.2
'
00'-.-33�.i.0-t
/i
0'-1%b
_2
'311//4z"'
0-2
CUBIC YARDS OF CONCRETE
CONIC. PIPE
1 0.241
1 0.492
0.69]
1.319
2.067
2.947
C.M. PPE
0.257
0.521
0.]39
1.398
2.19H
3.95
ENDWALL FOR ELLIPTICAL PIPE
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN N RISE)
23"K14"
30"K19"
34"x22"
38"K24"
4211K27"
45"K29"
49"N32"
53"N34"
A
0'-W,
0'-B"
0'-10"
0'-H"
0'-11..
11
1.-0..
B
T-2"
T-5"
1'-6..
1'-e"
1'-W.
1'-10..
T-11"
C
1'-8"
1'-11"
2'-1"
2'-4"
2'-5"
2,_7"
2'-1"
2'-9"
D
V-2"
T-]"
1'-10"
2'-0"
2'-3"
2'-V'
2'-B"
2'-10"
F
O._9..
01_9.1
0�_g.�
0f_91.
O,_9.'
0,_9..
0._9.1
H
2,_10"
3._7"
3._9„
4,_0„
4._V
4._5"
4'_7..
L
5'-5"
7'-2"
8'-6"
9'-2"
10'-2"
10'-11"
12'-1"
12'_11•'
S
1'-11"
2'-8"
V-10"
3'-2"
3'-6"
3'-9"
4'-1"
4'-5"
Q
0%'/,,
0'-31/i'
0'-3%z'
0'-4"
0'-4%z'
0'-4)'i'
0'-5"
0'-SI/>;'
b
0'_2"
0`21/,"
O'-2Y,"
0'_3"
0'-31/x"
0'-3�i"
0'-4'
O'-41/2"
CUBIC YARDS d CONCRETE
CONC.PIPE 0.502 0.855 1.238 1.500 1.811 2.X11 2.512 2.801
SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS ���
REFERENCE
ROAD AND BRIDGE STADMDS
105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET I OF 1
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
101.01
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" (2V DEPTH)IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE /8" AS SHOWN.
NO MJUSfMNT 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 METING
THE REQUIREMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
N THE SECTION ON GS URBAN STANDARDS.
2 RADIUS
;e
SURF,
Sl
BASE
Y
• �D
D.� T D•�
D e
I, D.
D ..D
D.; D.; D
;A., e
D•�T D•L�D
D.t�D.1�D
R
SURFACE
BASE
yTi=]-)SYa
CG-2
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION XVDOT
REFERENCE STANDARD 6" CURB ROM AND BRIDGE STANDARDS
105 REVISION DATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
2o1.a1
2016 ROAD & BRIDGE STANDARDS
TD-10
EMBEDMENT 8"MIN
SPRING LINE
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 STANDMAO 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
B
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
BRICK CONCRETE
NOTES,
1. OUANTITIES SHOWN ARE FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
TABLE OF QUANTITIES
DEPTH
BRICK MANHOLE
CONCRETE
ARMHOLE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
CU. YARDS
CU. YARDS
4
0.7
OJ85
1.699
5
0.9
0.785
1.661
8
0.1.0
0.785
1.961
]
1.2
0.]85
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
3.817
13
2.5
0.970
4.179
14
2.8
0.970
4.541
IS
3.1
OHM
4.903
T6
1 3.4
1 0.970
5.255
n
1 4.0
1 1.173
F032
INCREMENT
1 0.45
1
0.582
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 MAMFIOLE BLOCK.
S.IF BLDCKS ARE USED THE MINIMUM
THICKNESS OF SAME IS TO BE 5".
OTTER THICKNESSES ARE TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
6. ALL CONCRETE TO BE CLASS AT
7. WHEN SPECIFIED ON PLANS THE
AVERT IS TO BE SHAPED N
ACCORDANCE WITH STANDARD IS-1.
THE COST OF FURNISHING AND PLACING
ALL MATERIALS INCIDENT& TO THE
SHAPING IS TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
SPECIFICATION
REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGESTANDARDS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 d 5
To8.01
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
NOTES:
CG-6
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 9 GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB M GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CURB M GUTTER
OOF SUBBASE COURSES MTO LTHETDDEPTH COPE
THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CO-6
IS BASED ON ROADWAY CLASSIFICATION AND
R THE
ROSPEED SIGN MANUAL IN
APPENDIX
HE SECTION F
ON GS URBAN STANDARDS.
• D
• m
A '
TNT
e
•
,
e
D
D
D
D
D
A
BE CONCRETE
OF THE CONTRACTOR
REFERENCE COMBINATION 6" CURB AND GUTTER ROM AND BRIDGE STANDARDS
105 REVISION DATE SHEET I OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
2016 ROAD & BRIDGE STANDARDS
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA_- ��
STREET SURFACE OR
NON -PAVED AREA
1'-O" MAX
RUBBER COATED STEEL
STEPS CAST IN PLACE
3'-0"
MIN
PRECAST REINFORCED
CONCRETE SECTIONS
12�MIN
"O" RING SEALS
16"
MAX
ELEVATION
DIFFERENCE ACROSS M.H. 5"
4'-0"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE
FILLETS
VARIES
CHANNEL TO BE
3 4 DIAMETER OF
CONTRIBUTING
..♦
-
SEWER.
° •
12"
A FILLETED INVERT FOR A SMOOTH
"g .!
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
MIN. 6" BEDDING
NOTE
W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN
IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT
FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS
TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE
SECTION
SHOWING BRANCH
TIE-IN
SECTION A -A
N.T.S
FIG. S-I-A
TD-25
2016 ROAD & BRIDGE STANDARDS
THE LETTERS V.D.O.T. ARE OPTIONAL
F USED THE LETTERS ARE TO BE
CAST N THE DEPRESSION IN TOP OF
COVER V WARE RASED $" HIGH AS
SHOWN.
❑❑❑❑
A
A
0000000
V. D. 0. T.
❑
LETTERING
OPTIONAL
O ❑ ❑ ❑ ❑
❑ ❑ ❑
APPROXIMATE WEIGHT
CAST IRON
TOP
FRAME 239 ± 12 CBS.
COVER 137 ± 7 CBS.
SECTION B-B BOTTOM
�VpOT SPECIFICATION
ROM AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE
SHEET 2 OF 5 REVISION DATE 224
VIRGINIA DEPARTMENT OF TRANSPORTATION 302
106.02
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
CG-12
"5 DOWELS, 8" LONG �, PERMISSIBLE
AT 12"C-C 5'MIN. CONSTRUCTION
12-1 MAX LL
o a
y 12:1 MAX n 1
qL RAMP j RAMP J�
fSEE TABLE) (SEE TABLE)
A
TRUNCATED DOMES
SEE SHEET 1OF 5 FOR DETAILS
5'-C" MIN
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB
48
20:1
48 1
.MIN'
SECTION A -A
PERMISSIBLE
CONSTRUCTION
3
JOINT
ff_
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, REGARDLESS OF THE
SLOPE.
TYPE 8 PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" NR8
6" CURB
0
4
6
1
5
1 7
2
5
B
3
8
9
4
8
12
5
10
15
fi
14
15
XVDOT
ROM AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE
203.07 07/i6
CROSSWALK
wno PURREAD AR OROSSWuf
THE
(G'T'vflomsswk. MEAD
TYPICAL PLACEMENT
CURB
5SIMW&K STRIP
AT INTERSECTION
WITHIN CROSSWALK
DIAGONAL PLACEMENT
L ArvLwG ae,,MAx.
LOPE
LANHNG 48.1 NAIL LARANG 49.I MAN.
SLOPF SLOPE
CURB
CUR9
qJ MP%
x� CROSSWALK
s RO' CROSSWALK 12;1
`CAS CURB n N n OURB
WITH BUFFER STRIP CONCRETE 0
WITHOUT BUFFER STRIFV
CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
REFFERENCEERENCE
TYPE B (PARALLEL) APPLICATION 105
VIRGINIA DEPARTMENT OF TRANSPORTATION 502
2016 ROAD & BRIDGE STANDARDS
��.
•
�RAL�/AYL�J
•. -
4 /ACHES
CONCRElF 10
BE CUSS AJ
e.
D..p.
SEE CURE
VARIES
OE/A/L SIDEWALK DETAIL
NOT TO SCALE
ELEVATION VIEW
SOUD BOARD GATE SOLID BOARD FENCE
DUOPSTER SCREENING DETAIL
NOT TO SCALE
TO RE USED FOR ALL STORM SEWER PIPES ASSOCIATED WITH THIS PROJECT
NO PROJECTION OF WE ABOVE GROUND LINE
TO/ OF FILL
IM a ILL
TaB OF Au
r ai01M LIE
9TLPR0 LIE %
DRON)O LIE_:
-
EARTH
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{IL a"M MAX 2V
FOMDA71ON SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
W. t6 K O MILL 1.5 c 0
HIL 1. K O MH t K O
i• N. Mt K O
TOP OF FILL
'or-- TOP OF FILL
iDP Dr %4
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FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROC( FOUNDATION
OTHERWISE UNSUITABI E MATERIAL
BEDDING MAIENNAL IN ACCORDANCE WITH
NOTES:
® SFACT04 302 OF THE ROM AND RIDGE
SPSCi1GT%NS
BMKFLL MATERIAL 9MLL BE
FOR PLASM Ptr THE LANTS d TIE [HE
*I
CMA95I BMI WTEIIAI. N ACCORDANCE L%iCAELO i0 7' ABOVE THE TOP d IK *PL
JKK
WTN ggECTI011 JX12 d 11[ ROAD AO 9m('E
SHSCF•IUi1pIS FOR GENERAL VOTES DIM PPE BEOCMC SEE NSTALLATIDM OF PPE [V.vFR`5
AND,3T01Y SLTTERS 4 Rem NOTES 6i 9EE1 OT. on
RECUL BMKFtL MATERIAL IN ACCORDANCE
ICTDN
WTH 3D2 OF THE ROM AND BRT.aF CRUSHED CLASS COKORHMC TO THE 92F REQUIREMENTS FOR M.S.ER PAN
SMOHICATIONS MCIEGATE SIZE 25 AND 26 MAY BE USUED N PLACE OF 6 S I BACR6Ll
Q EMBANKMENT
`VcCTT
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
ti>I cs fA LLTI
R MF
ROM AND BRIDGE STADAROS
CIRC. PIPE BEDDING AND BACKFlLL -METHOD "A"
3D2
SKIT I OF.
REVISION DATE
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PERFORMANCE -BASED WATER QUALITY CALCULATION APPENDIX 51
PERFORMANCE -BASED WATER QUALITY CALCULATION APPENDIX SD
4. Calculate the pollutant load removed bythe 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: Lrem° 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)
(Ipost)
EffBMP =
pollutatn removal efficiency of BMP (expressed in decimal form)
Applicable area (A)* = 83.34 acres
Applicable area (A)* = 83.34 acres
LBMP =
relative post-devlopment total phosphorus load entering
Post -development impervious cover:
(Post=(total post -development impervious cover/A) x 100= 43%
proposed BMP (pounds peryear)
Structures = acres
parking lot = acres
* The area subjectto the criteria may vary from locality to locality. Therefore,
Lremoved/BMP3 =
65 x 21.516 = 13.985 pounds peryear
roadway= acres
consult the locality for proper determination of this value.
other:
Iwatershed = 1fi%
Lremoved/BMP2 =
50 x 1.820 = 0.910 pounds peryear
= acres
I total post -development impervious cover/ A) x IOC 0%
lexisting p P p
= acres
Total = acres
lexisting 0% < Iwatershec 16%
Lremoved/13MP3 =
65 x 48.815 = 31.730 pounds peryear
Ipost 43% > lwatershec 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 (Lyre).
* The area subject to the criteria may vary from locality to locality. Therefore,
5. Calculate the total pollutant load removed by the BMP(s):
consult the locality for proper determination of this value.
Lpre(watershed)=[0.05+(0.009xlwatershed)]xAx2.28 (Equation5-16)
Lremoved/total =
Lremoved/BMP3+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„eRhed):
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
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 = 1 00
Worksheet 2 : Situation 2
47.33 >
46.70
Worksheet 1
Page 1 of 4
Page 2 of 3
Existing impervious cover (I,„";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
I exiting =(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 (lexisting) is less than orequal to the average land cover condition
(Iwatershed) and the proposed improvements will create a total percent
impervious cover (IPost) which is less than orequal to the average land
covercondition (Iwatershed)
(post Iwatershed
Worksheet 1
Page 3 of 3
X Situation 2: This consists of land development where the existing percent impervious
cover (Ioxisting) is less than orequal to the average land covercondition
(Iwatershed) and the proposed improvements will create a total percent
impervious cover (lpost) which is greaterthan the average land cover
condition (Iwatershed).
lexisting 0% < Iwatershed 16%
Ipost 43% > Iwatershed 16%
Situation 3: This consists of land development where the existing percent impervious
cover(lexisting)is greaterthan the average land covercondition (Iwatershed)
lexisting lwatershed
Situation 4: This consists of land development where the existing percent impervious
cover (lexisting) is served by an existing stormwater management BMP (s)
that addresses water quality
If the proposed development meets the criteria for development Situation 1, than the low
density development is considered to be the BMP and no pollutant removal is required.
The calculation procedure for Situation 1 stops here. If the proposed development meets
the criteria for development Situations 2, 3 or4, then proceed to STEP 4 on the
appropriate worsheet.
STEP 5 Determine the relative post -development pollutant load (Lpost).
LPost = [0.05+(0.009 x Iwatershed)] x A x 2.28 (Equation 5-16)
Where: Loos, = relativepost-development total phosphorus load (pounds peryear)
(post = post -development percent impervious cover (expressed in
whole numbers)
A = Applicable area (acres)
Lpost = [0.05 + (0.009) x 43% )] x 83.34 x 2.28
= 83.563 Pounds peryear
STEP 6 Determine the relative poluutant removal requirement (RR).
RR = Lpost - Lpre(watershed)
RR = 83.563 - 36.863
46.700 Pounds peryear
STEP 7 Identify best management practice (BMP) for the site.
1. Determine the required pollutant removal efficiency forthe site:
EFF = ( RR / Lpost) x 100
Where: EFF = required pollutant removal efficiency (percent expressed in whole
numbers)
RR = pollutant removal requirement (pounds peryear)
Lpost = relative post -development total phosphorus load (pounds per
year)
EFF = 46.700 / 83.563 x 100
= 56%
2. Select BMP (s) from Table 5-15 and locate on the site:
BMP 1:
BMP 2:
BMP 3:
BMP 4:
BMP 5:
3. Determine the pollutant load entering the proposed BMP(s)
LBMP = [0.05+(0.009x IBMP)] x A x 2.28 (Equation 5-23)
Where: LBMP = relative post -development total phosphorus load entering
proposed BMP (pounds peryear)
(post = post -development percent impervious coverof BMP drainage area
percent expressed in whole numbers)
A = Applicable area of proposed BMP (acres)
Lamp, = [0.05 + (0.009) x 43 )] x 21.60 x 2.28
= 21.516 Pounds peryear
LBMP2 = [0.05 + (0.009) x 41 )] x 1.91 x 2.28
= 1.820 Pounds peryear
4MP3 = [0.05 + (0.009) x 53 )] x 40.31 x 2.28
= 48.815 Pounds peryear
LBMP4 = [0.05 + (0.009) x 39 )] x 1.54 x 2.28
= 1.411 Pounds peryear
Water Quality Volume Calculations:
Vwq (ft)= Impervious area (ft) x 0.5 (in) / 12 (in./ft
Vwq (ac.ft.) = Vwq (ft) / 43560 ftz/ac.
SWM/BMP1:
Drainage Area =
21.60 acres
Impervious=
43%
=
9.2852 acres
Vwq (ft) =
16,853 ft3
Required 4 x Vwq =
67,411 ft3
Provided WQvolume =
101,646 ft3
SWM/BMP2 :
Drainage Area =
1.91 acres
Impervious =
41%
=
0.781 acres
Vwq (ft) =
2,835 ft3
treatment volume 0.5" of runoff from impervious are;
Provided WQvolume =
4,929 ft3
SWM/BMP3 :
Drainage Area =
40.31 acres
Impervious =
53%
=
21.5495 acres
Vwq (ft3) =
39,112 ft3
Required 4 x Vwq =
156,449 ft3
Provided WQvolume =
174,449 ft3
SWM/BMP4 :
Drainage Area =
1.54 acres
Impervious=
39%
=
0.602 acres
Vwq (ft) =
1,093 ft3
treatment volume 0.5" of
runoff from impervious are;
Provided WQvolume =
2,359 ft3
ARFOC CI IMMARY TARI P
ONSITE
OFFSITE (NOT AD[
SITE AREA)
NO.
ACRES
IMP.%
BYPASS 1
1.74
30
BYPASS 2
0.84
26
BYPASS 3
1.40
27
BYPASS 4
9.52
28
BYPASS 5
3.84
0
BYPASS 6
0.64
10
DA-1
21.60
43
DA-1A
3.85
6
DA-2
1.91
41
DA-3
40.31
53
DA-4
1.54
39
)ED TO APPLICABLE
APPLICABLE SITE AREA = 83.34 ACRES
Ipost = 43%
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