HomeMy WebLinkAboutSUB202200020 Plan - Revision 2022-06-10ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
1. Prior to any construction within any existing public right-of-way, including connection to
any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class HI.
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 fine or a natural watercourse.
3. Guardrail locations are approximate. Exact length, location and appropriate end treatments
will be field verified at the time of construction. Additional guardrail may be required at
locations not shown when, in the opinion of VDOT (for public roads) or the County
Engineer (for private roads), or designee, it is deemed necessary. When guardrail is
required, it shall be installed four (4) feet offset from the edge of pavement to the face of
guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
4. Where urban cross sections are installed, all residential driveway entrances shall conform
to VDOT CG-9(D)
5. Where rural cross sections are installed, all residential driveway entrances shall conform to
VDOT standard PE-1.
6. Compliance with the minimum pavement width, shoulder width and ditch sections, as
shown on the typical pavement section detail, shall be strictly adhered to.
7. Road plan approval for subdivisions is subject to final subdivision plat validation. Should
the final plat for this project expire prior to signing and recordation, then approval of these
plans shall be null and void.
8. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform
Traffic Control Devices and the Albemarle County Road Naming and Property Numbering
Ordinance and Manual.
9. Traffic control or other regulatory signs or barricades shall be installed by the developer
when, in the opinion of the County Engineer, or designee, they are deemed necessary in
order to provide safe and convenient access.
10. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as
determined by VDOT for public roads.
11. VDOT standard CD-1 or CD-2 cross -drains are to be installed under the subbase material
at all cut and fill transitions and grade sag points as shown on the road profiles.
12. A video camera inspection is required for all storm sewers and culverts that are deemed
inaccessible to VDOT or County inspections. The video inspection shall be conducted in
accordance with VDOTs video camera inspection procedure.
General construction notes for Erosion and Sediment Control plans
1. The plan approving authority must be notified one week prior to the pre -construction
conference, one week prior to the commencement of land disturbing activity, and one week
prior to the final inspection.
2. All erosion and sediment control measures will be constructed and maintained according to
minimum standards and specifications of the Virginia Erosion and Sediment Control
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control
Regulations.
3. All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off -site borrow or waste areas), the contractor shall submit a
supplementary erosion control plan to the owner for review and approval by the plan
approving authority.
6. The contractor is responsible for installation of any additional erosion control measures
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
7. All disturbed areas are to drain to approved sediment control measures at all times during
land disturbing activities and during site development until final stabilization is achieved.
8. During dewatering operations, water will be pumped into an approved filtering device.
9. The contractor shall inspect all erosion control measures periodically and after each runoff -
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control devices shall be made immediately.
10. All fill material to be taken from an approved, designated borrow area.
11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert
materials only, free of roots, stumps, wood, rubbish, and other debris.
12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
Ordinance section 5.1.28.
13. All inert materials shall be transported in compliance with section 13-301 of the Code of
Albemarle.
14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to
the hours of 7:00am to 9:00pm.
15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral
support, or order to minimize any hazard to persons, physical damage to adjacent land and
improvements, and damage to any public street because o 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
g PP 4
by this plan regardless of the sale of any lot, unit, building or other portion of the property.
17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75
lbs/acre, and in the months of September to February to consist a 50150 mix of Annual
Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
through August to consist of German Millet. Straw mulch is to be applied at 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. Silt traps are to be cleaned
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when 50% of the wet storage volume is filled with sediment. All seeded areas are to be
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
which are collecting sediment to half their height must be cleaned and repaired
immediately.
20. All temporary erosion and sediment control measures are to be removed within 30 days of
final site stabilization, when measures are no longer needed, subject to approval by the
County erosion control inspector.
21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of
approval. (Water Protection Ordinance section 17-204GJ
22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after
the date the land disturbing activity commenced (Water Protection Ordinance section 17-
207B)
General construction notes for Stormwater Management plans
1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum
moisture content. All fill material to be approved by a geotechnical engineer. A
geotechnical engineer is to be present during construction of dams.
2. Pipe and riser joints are to be watertight within stormwater management facilities.
3. For temporary sediment traps or basins which are to be converted to permanent stormwater
management facilities; conversion is not to take place until the site is stabilized, and
permission has been obtained from the County erosion control inspector.
0_ L-N, M)) 1\0
SECTION 2
ROAD PLANS
SITE DATA
DEVELOPER/APPLICANT
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.corn
ENGINEER
TOWNES SITE ENGINEERING
C/O BRIAN C. MITCHELL, P.E.
1 PARK WEST CIR, SUITE 108
CHESTERFIELD, VA 23114
PHONE: (804) 748-9011
FAX: (804) 748-2590
E-MAIL: BMITCHELLOCCTOWNES.COM
SOURCE OF TOPOGRAPHY
BOUNDARY & TOPOGRAPHY SURVEY PERFORMED
BY LOUISA AERIAL SURVEYS
DATED 01/05/2012
HORIZONTAL DATUM: NAD83
MAGISTERIAL DISTRICT
RIVANNA
ZONING DISTRICT
PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL)
TAX MAPS/PARCELS
03200-00-00-023EO (PART OF)
03200-00-00-023AO
03200-00-00-02380
03200-00-00-029CO
03200-00-00-023DO
03200-00-00-029FO
03200-00-00-023GO
03200-00-00-029HO
ZONING
ZMA-2000-00009
ZMA-2013-00007
ARB APPROVAL # NOT APPLICABLE
PROJECT AREA ACREAGE 67.44 AC
RESERVOIR WATERSHED NORTH FORK RIVANNA - JACOBS RUN
FEMA MAP 51003CO145D / DATED FEB. 4, 2005 / ZONE 'X'
UTILITIES CONTACT INFO:
RAPPAHANNOCK ELECTRIC COOPERATIVE (REC)
CHARLOTTESVILLE CITY GAS
STEVE COATES
DISTRIBUTION DESIGNER
13252 CEDAR RUN CHURCH ROAD
CULPEPER, VA. 22701
PHONE: (540) 727-2116
PHILIP GARBER
CHIEF GAS ENGINEER
305 4TH STREET NW
CHARLOTTESVILLE, VA 22903
PHONE: (434) 970-3811
Rivanna Water & Sewer Authority (RWSA)
General Water & Sanitary Sewer Notes
Last Revised: February 2011
1. All materials and methods of construction shall comply with the latest version of the General
Water and Sewer Construction Specifications as adopted by the Albemarle County Service
Authority on January 15, 1998, except as modified below or modified in Special Notes.
2. RWSA shall approve all construction materials and methods of construction. A preconslruction
conference shall be held with RWSA prior to the start of any work.
3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001).
4. RWSA Engineer (Victoria Fort at (434) 977-2970 mt. 205) shall be notified three business days
prior to the start of construction.
5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made
without coordination with and the presence of RWSA staff. No work shall be conducted on
RWSA facilities on weekends or holidays without special written permission from RWSA.
6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the
existing system. All doghouse manholes must be pressure -tested before a connection is made to
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 inmiediately 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 C ontractor to the original condition at no additional cost to the Owner.
8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without
special written permission from RWSA. No grading shall be permitted in the RWSA easement
unless permitted otherwise byRWSA 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 my operative RWSA sewerlines, bypass
pumping and/or pre- and post -CCTV may be required. RWSA may also require certification
from a licensed professional engineer stating that the proposed blasting will not damage any
RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to
the original condition at no additional cost to the Owner.
10. The contractor shall observe minimum separation requirements for utility crossings. When a
crossing is made order 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
spaingline of the existing pipe.
11. New water main installations shall be pressure tested, chlorinated, flushed and have water
samples approved prior to making any permanent connection to the public water system.
Approved methods of filling and flushing new water mains will be required to prevent any
contaminatiar of the public water system.
12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into
service.
13. No permanent structural facilities will be permitted in the RWSA easement. This includes
building overhangs, retaining walls, footers for any structure, drainage structures, etc.
Trees am not permitted in the RWSA easement.
APPLICANTS NAME: GREAT EASTERN MANAGEMENT
SPECIAL USE PERMIT: SP-2002-72
ZONING: ZMA-2000-00009, ZMA-2013-00007
ARB: N/A
ALL FILL AREAS TO BE INSTALLED & STRUCTURAL FILL SUITABLE FOR
ROAD OR BUILDING CONSTRUCTION & TO BE TESTED BY
GEOTECHNICAL PROFESSIONAL ENGINEER. CONCRETE SHALL BE CLASS
A-3 PAVING CONCRETE ACCORDING TO THE CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATIONS 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.
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IN t�
VARlOC806
TOTAL LAND
OF DEVELOPMENT
= 268 AC
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7
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� NOT TO SCALE AIRPORT PGR�
®PREVIOUS DISTURBED AREA = 68.78 AC
(WPO#201500073, WPO#201500078, WPO#***)
Im PROPOSED DISTURBED AREA = 67.44 AC
(WPO#***)
TOTAL DISTURBED AREA = 136.22 AC
LEGEND
FIRE FLOW:
REQUIRED FIRE FLOW FOR SINGLE FAMILY
RESIDENTIAL IS 1000 GPM
PROVIDED FIRE FLOW IS 1000 GPM
(AVAILABLE AT ALL FIRE HYDRANTS)
ALL HOUSES WILL REQUIRE SPLASH BLOCKS
FOR DOWNSPOUTS
ALL SLOPES STEEPER THAT 3:1 WILL REQUIRE
A LOW -MAINTENANCE GROUND COVER
SLOPES ACROSS CG-12 SHALL BE A MINIMUM
0.50 %
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
SECTION 2 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.
ROAD AND DRAINAGE SEWER EROSION CONTROL
1 EROSION CONTROL DEVICES AS PER VIRGINIA
-----�- EXISTING SANITARY SEWER
EROSION AND SEDIMENT CONTROL HANDBOOK
CULVERT OR STORM SEWERM3 ME
(WITH STRUCTURE NO.) PROPOSED SANITARY SEWER STD. & SPEC.
EXISTING CULVERT OR STORM SEWER PIPE T T SANITARY SEWER SERVICE PCE CONSTRUCTION ENTRANCE
o 3.02
CONNECTIONS e � *:
LJ i•v DROP INLET & STRUCTURE NO. 120400,00 MANHOLE NO. W/ STATION OR SF " SILT FENCE
O 150500.00 COORDINATE LOCATION
PROPOSED MANHOLE 3.05
IP INLET PROTECTION
WATER 3n7
( EXISTING MANHOLE
- - - - - - - - - EXISTING WATERLINE DD -�-�- TEMPORARY DIVERSION DIKE
3.09
PAVED DITCH PROPOSED WATERLINE ST TEMPORARY SEDIMENT TRAP
1' 1' PROPOSED WATERLINE 3.13
JUTE MESH OR SODDED DITCH SERVICE CONNECTION
�� GATE VALVE 3.20 ' ROCK CHECK DAM
- EARTH DITCH -GRASS LINED
EXISTING CONTOUR FIRE HYDRANT ASSEMBLY 00000 LIMITS OF CONSTRUCTION
- -
100 PROPOSED CONTOUR TEE OR TAPPING SLEEVE TS TEMPORARY SEEDING
-
3.31
EXISTING SPOT ELEVATIONS CROSS
PS PERMANENT SEEDING
3.32
♦ room PROPOSED SPOT ELEVATIONS BLIND CAP
(T/C - TOP OF CURB)
MU MULCHING
#1 BENCH MARK & REFERENCE NO, t REDUCER 3.35
DL DUST CONTROL
to VDOT STANDARD STOP SIGN � BORE CROSSING 3.39
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ALBEMARLE COUNTY DEPARTMENT APPROVAL: p" a,.y. N
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APPROVALS DATE W�y O
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DEPARTMENT OF COMMUNITY DEVELOPMENT 0
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ENGINEER
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INSPECTION
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DEPARTMENT OF FIRE & RESCUE ? 0
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INDEX TO SHEETS pLTH Of ` c
LATEST T
c
1EET # REVISION DATE CONTENTS OF SHEET chi v v
C-1 06/02/2022 COVER SHEET BRIAN C. M CHELL o
C-1A SPECIAL USE PERMIT AND ZMA PROFFERS Lie No, 035724
06/02/2022
C-18 MODIFIED APPLICATION PLAN
C-2 06/02/2022 EXISTING CONDITIONS & DEMOLITION PLAN FSSIONALENG a
C-2A 06/02/2022 OVERALL PLAN MAP KEY
c
C-3 06/02/2022 SITE PLAN AND UTILITY LAYOUT
C-3A 06/02/2022 SITE PLAN AND UTILITY LAYOUT
C-38 06/02/2022 SITE PLAN AND UTILITY LAYOUT
C-3C 06/02/2022 SITE PLAN AND UTILITY LAYOUT 3
C-4 06/02/2022 GRADING PLAN ^ r
C-4A 06/02/2022 GRADING PLAN
C-48 06/02/2022 GRADING PLAN ^f11 -
C-4C 06/02/2022 GRADING PLAN
C-4D 06/02/2022 DRAINAGE STRUCTURE SUMMARY
C-5 06/02/2022 BORE HOLES LOCATION MAP
C-6 06/02/2022 BIO-RETENTION FILTERS IJ 0 E, W t
C-7 06/02/2022 ROAD AND DRAINAGE PROFILES (� (1ti o
C-7A 06/02/2022 ROAD AND DRAINAGE PROFILES
C-7B 06/02/2022 ROAD AND DRAINAGE PROFILES rW O
C-7C 06/02/2022 ROAD AND DRAINAGE PROFILES
C-7D 06/02/2022 ROAD AND DRAINAGE PROFILES
C-7E 06/02/2022 ROAD AND DRAINAGE PROFILES y N O
C-7F 06/02/2022 ROAD AND DRAINAGE PROFILES O a
C-7G 06/02/2022 DRAINAGE PROFILES
C-7H 06/02/2022 DRAINAGE PROFILES I� 1� o
C-71 06/02/2022 DRAINAGE PROFILES
C-7J 06/02/2022 DRAINAGE PROFILESCL
C-7K 06/02/2022 SANITARY SEWER PROFILES r^,,y,, 8
C-7L 06/02/2022 SANITARY SEWER PROFILES Q) v1
C-7M 06/02/2022 LINE OF SIGHT PROFILES
C-7N 06/02/2022 LINE OF SIGHT PROFILES
C-8 06/02/2022 HYDRAULICS DATE REVISIONS ITEM w`
C-9 06/02/2022 DETAILS 0610212022 PER COMMENTS
C-9A 06/02/2022 DETAILS n
C-98 06/02/2022 DETAILS
C-10 06/02/2022 2
STREET TREES AND LIGHTING PLAN �
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01-24-2022 J
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addition, the applicant shall coy Me Cons, founwer M all ��dmce who FEW,
2 North
Ponew SP FRAVI offled B�w'R.P� bYT—, Site anomalous war a runiciandishe ofitio,
20,2015,par,20f3fific
grommal lice, samem,mors Rod ocatical Nflaw oulvers. soludifloaticam talk Pare which do ned rourclact
with Me elements at mar, Mal,derviduadjactione AI and orcowalofthe mow Ec'moss,
3, Prior to obarocirch approval afaw Mod Mines and Mission Mid sediment ��l pbm far Nooffirsande
Do., descriptions' 0.11 outed. manced.f. ficardecapas or. b, Me Caesar's ON., Plmmx and th,
area shall be landscaped as Prounce on de, appromed �� plan The landower, plan shall include
a compled, pla�ng ressidde loved to fire pum and chal pronvothe Me firrowk,
a Th. rodurim, . musined vificausid fro, law Mal ill Inmtsvd"MW�f�prowian;
K Poeshe - dramened of ..am Inew Mad starch Rod riaca firs,
removed veteran-, it lares ho mlili� a. of �d
Wanding tied a raccul it
Rhode fiscal cand �,.d. ofluessaide arms�ROk
mad overved far Ashanti com and curce-lialf MAI inches IiW
plmdn& ficar, (40) fact on =�, Mr. do. �f�,h� the
mNmg sedge, OfPv�mt,f�tu 29 N�.
4.
PI-ar
5, If MR mrs, a--. ne far Web ind specall - ccul I, haticed I, no, or
scourrabor 11, 200, Permit shall W dmm�abm&md md�a�mO�ted am anderool
mou -gran 7 MO
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FIRI ill Eareigencs Management -I
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
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COMMUNITY INFORMATION (CONTINUED)
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COMMUNITY INFORMATION (CONTINUED)
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AMENDED AND RESTATED
PROFFER STA779MENT
NORTH POINTE CHARLOTTESVILLE, LLC
ORIGINAL REZONING APPLICATION: #ZMA-2000I009, SP -2002-72
ZMA 2013-00007 North Pointe Proff� Amendment
20,42,20A3,29J, 23,23A, 23B, 23C, 23D, 23E, 23F,
Tax Map 32 P�els: 20,20A, ?AAI,
23G, 23111, and 23J.
Approximately 229 sera =tied Planned D�elopment - Mixed Commercial ("PDMC")
August 5,2013
With Impact to the property described in rezoning application #ZMA-2000-09
is the fee simple
we ST-20i (the "06&hW ZMA"I CWH Properties Linnited Judicial
owner and North Pointe Charlottesville, LLC is the w�� purdnw of Tax Map 32, Parcels
20,20A, 20.41, 201 20A3 =it 291 (the "North Pointe P,,p�y'�, andl Viold Hill Associated,
L.L.C. lathe fee simple aimed of7w; Map 32, Panels 23,23A, 23B, 23C, 23D, 23E, 23F, 230,
23H and 23J (the "Violet Hill Propety"). The respective parties we milwgvWy mimed to
hamin ane [be "O�er", which � shall include my su=swn in interest. The North Pointe
Property, and the Violet HUI Property SM rechurad to collectivity Ed the PmpW, all of which
is the subject Of zoning map mmdm.t applimtim number ZMA 2013-00OV7 kn� MR the
"ZMA A�dmnt."
Pm�=t to Section 33.3 of rise Albemarle Cory Zoning Ddi�M Owner
hereby voluntary profflas the exanditions, [band in this Amended mid RMmted Preffiar Statement,
which madil be applied on the North paraft Propmerry if the ZMA Ammdmmt is approviod by
Ablute County. new �ditims Awa pmffemd as part of the ZMA Amendmmt and it is
WoW that (1) the ZMA Amendimmut Itself gives 6w to the Used for the conditions, and (2) such
conditions bme a mnable notation to the reacioning requested.
The Original ZMA, togialther with us aaMdpddRd y=ffm dated July 20, 20106 (the
slorigholl Pmffa Swi�nt'), wide appraisal by the Albemarle County Board of Supervions on
August 2, 2OD6, =it else included Tax Map 32, Frecall 22K (which parcel 22K wall at the lime
imprifild of two separate parcel, 22H oil 22K, which ban irtile basic combined ibe la single
parcel 22K) which is owned by Neighborhood Prupambers - NP, LUC (the "Neighborhood
invegmm Properarty's). The elmnses mfleaW in this ZMA Amendmem shelf mt apply to the
Neighborhood Investment Property In all ad" mpws, this ZMA Ameiidmmi =ends and
regain said pmffcr5 in then entirely and the Ammded Ed Restated Parsuffor Statement shall
mime to the multi -page application plan ifirdithal "North III Commodity-, 1.� by
th,my & Co., Atchifticul, dr; revised thmub* lam 13. 2016 and alWcbed hereto a Exhibit A
(the 'Application PIW'), and the Albemarle CDURty Code in cffW as of the date of the Original
F�Offff SW� (the "County CISI The North Pointe Commmity shall be relented to as the
1. THIS SECTION INTENTIONALLY DELETED
11. ENTRANCE CORRIDOR
2.1 Cr�ip. of a WF� Bliffer ill,, the Entrance C�160 Within six (6)
mo.lhs after the aompww by &a Variums Departmard of Trampartaffin ("'I'DOTI of the
Road Imp..Rnt as defined in Section S.3 the we along the northbound Imm I Rome
29, Oplander shall plant and thereafter maintain in all times . landscaped buffer, including
Ificidgemoss, along the E�w Cooklar frontage pmeah owned by Owner The better will
�ig of a mijdmm 401 table continuum visual landscape anox, " shall be sudiffid: to
(ARBI review $]A appecroved (the "Fluffic
Albemarle County A,.hitwumi Review Board
no Buffer may be located partly an the Divides "my add pardy on VFDOT pmp�y, In the
�wt VII at my lime in the chapter ratio= my portion of the Buffifir located on VDOT
property, the ohom, shall compensate far such reduarfican by extending the Buffer an Ownees
properry, in Preston maintain a minim= 404me Buffied, and ifsach �pmsatim shall requirse,
thc�oval appalling adja� to such Buffer
2.2 App.ansc. of Storm Water Me ..... der I rSWM'l Faliter. Th. SWM
faillium imble final the Entrance Co�dm idmfifit�d on the Application Plan (stmmwat�
�,gnmt fainflities 1, 2, it 10) shall be graws an a plan and be subject to A" firview and
approvid. SWIM I shall be designed such that its shape, pla�% and land finni (grading)
tmiam between die adjacent �emtim main and the adjusted limit edgo of the parking lot
and buildings. The plan for SWIM I Shelf be submitted the the ARE with the first ARB
submissim for Building 14 or 19 identified on Shoal B W the Application Plan ("St�t B"), Or
my wall building that is proposed to be krzated where Bruffling 14 is located OR, Show IS
pursuant to the limits of Second 3.2. SWM 2 shall have a mine Mnwumd appmmm than
SWM 10 (sn bagood) and shall be dusigned Mob that its shape pl...% and Ind ferin
(Wofing) intensities, between the adjacent wnsm.tim wits and the adjaccent hand edge of the
pking lot ad Wilding. Th. plan for SWM 2 shall be submitted an the ARB with the End
ARID b.isain for my fDrifildrefigs, 26thmgh3l. SWM ]Osh.IlbSd.igrwd.chthiift
shape, plw, it land to= gratfinfill am integral with the 4�t conw"ation area. The
plan for SWM 10 shall be submitted to the ARB at the time mad plans are Submitted in the
Canty and VDOT for Northwest Passage.
Ill. DENSITIES
.3. 1 laffill astudityl The total nuirelfier of dwelling units within the Pmjcct shall not
"wed eight hundred runfirly-flume (893). Subject to Swim 3.2, the building footprints nd gain
floor useept of �m=ial, office, and othw Rules, and the building footprints of howls WWI not
exceed those set forth in the Land Use Ermkdawn Table an Shm A to the Application Plan
("Stract Ail.
3.2 Limited AdistwmU No the Elements of the Application Plan. The grons four
of the buildings used fler =mial, OMM other used, and haDlR an Shoal A May
be wiplecd within a mage of up Ed ran parent DOI provided the the maximum gross floor
an Shcd A is not Exceeded. The footprints ofBoddings 6,
burger cgwgoryof�sh
14 and 36 a she" an Show A an be interchanged. Notwithstanding (he Israel offirs Section
3.2 to the �rwy, Building 14 shall not initially mrsed 88,500 square fee, provided, however.
fter two yam following the become of the caTuficme of ompmey for Building 14,
that �
Building 14 my be adjwW within a range of up an too percent (10%), and if Building 14 is
loodded in the location shown fin Shoo, 8, my such expomor. shall he ].=led to the "at so that
the additional space is ldW alms North Below Boulevard. Notwith$Wding die tactics Of this
Swim 3.2 TH the mirmys, bell subject to this provisions of Section 8.1. &a County, my
mationwHildwg2l msho"wShmAMbeadjW�dby�dwtmp—t(10'/.).
IV. STORMWATER MANAGEMENT AND STREAM HED CONSERVATION
4.1 Flooselpialsnewwofflue JOR-year flood plain within the Preject shall remain
mdismrbod mwpt for mad �ings, public utility facilities and their amwnA and podesOm
and biking onals, =it only to the extent such canxidwris wat permitted! by County wdinmem mid
regulation& Upon the rards, of the County, Descrour shall pm%ide a survey and proper
a the
dow�t-tim it dedicate the JwW within such Bond plain to the County
gmmt posectime
4,2 ftALtjvr_ �ommml Elm. 110 si=wgwlbw mma
Pro Am
CoRMIZI plan wil be prepared, =a all stom�wy mmagunm facilities for the
aterdischwgeftm
Project shall be designed uW mmOted, to �Odme all current �w
Tax Map Fuwl 032AO-02-0040400 (Northww& Mobile Home Park Development) =it from
the existing dewlnpmm� on the northeast and northwest .== suffiroffit Road and U.S.RDM
29 specifically ffe following parcels shown on the cua� Alb=mic Comply tax maPSF m map
3Y, p.a. 39,38A, 39, and 391 in map 32A, p�ls 2.1, 2-1 A, 24Al, 2-1 B, 2-1 C and 2-1 D.
The gomw�r �Ag� facilities slid mitigate the stomw� quality " quantity
impacts, for the mdwm,mm gmmW both within the Project and fair such essiging Orient
wndti�w as described herein, in though the mtim pr=isfing condition offlac drainage am is
undeveloped wooded she and is being iftiveloped to #,a "iseng off-san conditions and fific
an
propmed at muditims. In additions bioflltm shall comprise a minimum ofthiAy-thm and
anni-thad percent (33 113%) of the total required parking wt landscaped Swiss within the
"C=,er6W AMR" of the Partial. as such C�.emini Area is deli=Wd on show G or the
Apliefifirch Pilot ("Shoal Ow).
4.3 Erosion And Sediment C--�l
eOwner. shall, To Ili. M�t firmakfirdle", provide uch
additional appropriate erosion and sMimml antroi memo= that cWwxI Star. and Local
m standards. if there is a diseemement regarding whdIhw the standwd of "�inium
minim UPS, DcTm�cnt of Cton.�tion and Reur�ion will be
"lam practicable" is Satisfied, the Virg
Vise an Such question.
provided an opportunity towhow and ad
Th. Owner edit, W the (b) Pom-CmH-clill, St�waw
maximum muld prolicable, provide post-�tm�tiO� stDm�a BMPs that sum dmRglwd to
published by the Center fiar
..I mdimmt mmV-I rate Of
=him an verapre T."LisdPrOmied (2000 edition)
%
Wateadmd Protection in Arti.l.
of The P,,,H,, of
'band it d M�ion
�mtion, bi��ion it
Tbm will includes but and mi limited tox Is!
basins.
4A Stma, Buffer 'ad Upon the ��mt of the applicable
period, Sm Owner shall notify the Canty Mid Provide the County with IS COPY of MY application(s) an the U.S. Amy Craps ofE,gi� and/or DEQ for my s� disturbarocce. In
addition, if.�uy, after find looking on -She for MifiggtiM OPPQ=itiM SmilablO SO SMiSfY
the permitting pmrwas, the Ownu shall contad the County for a Ile Of Off -site OPPOmnifim
within Albemarle County for such mitigation, and shall look for such mitigation opp�Mliw
xietc.
V. TRANSPORTATION
5.1 Internal Street construction Standards, Public �ts, which in my and
shall include at least Lesko Road, North Pointe Boul"md, Nifirthaidid Drive Ent and NordUwI
pas,fin shall be (i) constructed in Record with the illustralfivis ralifin design cross sections shown
a Shoal D-I to the Application Plan ("Shmat Onto) it dim in aconordame with VDOT design
fificauds pumunt RE detailed plane agreed in between O� and VDOT, and (it) dedicated for
public use and ofkmd for axrwriwpw into the g� highway syst� TTem (with a Maximum
spacing of Fifty (M) tom). landscAping and sidmnlks an shown an Shoal D-1 shall be installed
T s�dm*, mlm. VTEOT or
Rod m&udaiued by the C)=- in ifixorwrich with C�tY Or VDO
the County a67= in wining to �e this r�pwsibilily.
5.2 Timm, ofCunu*Uo. for Internal Stre
�pnoy, o� shall complete that mgrnmt of an intomm am as snoI on Shw D-I
within the Project which servers the building Or manderifix, for which a cartificam Of �p�Y is
m ight with in Jose ffiestional formed end the final layear ofillsom-ndir asphalt no final toy.
I
of plw.mix asphalt shall be handled within me (1) Yew following the iswan= Of the fire
or rff�dwm served by the affected great scgmmt.
cartificate of fifir a building
53 Road imp�e�o. own� shall design and �s�d all of the mad
iWomts mfr...d in Sonford, 5.31(11), 5.3.1 (b) and 5.3 1 to) below, vabidir an also h�
M�"� fifift,
vertical Plan" ("ShI I) (w)lwivcly. the "Road Improce , d,
-I to the Application Plan and on SbW B to the Application Flifir entitled "E�l
on Share D
Read Imparn
Road Imp.�mm am fire
bonded hy thm. Ins atious ph.. of the Read
impmvmeMs am also shown For illustrative purposes on a crion-cread copy of Shoal B that is
attached h� AM Exhibit Ill. Owner shall dedicate in public no my required right-colsway that it
For puiposm offbid Section 5.3, the use of the mid, "mad"
now m hfied owns in fire simple
as a applies to intemal shows shall also I'- it- Rome Meaning as the word in the
AffernaTic County Subdivision Defended (Chapin 14 of the Alb�flc County Code) where
applicable,
5.3.1 Diction ad fatursima. All Road impmvments shall be dwiWm1 and phased m
follows;
Design. The Road shall be shown an detailed road plans ntisf�1-9
Ali shall be submitted by the Owner for review and, whm
VDIDT design Standards whi
satisfactory, approved by VDOT and the County (UMPI MT the Road Imp�tg to U.S.
Rome 29, which shall be mNW only to VDOT appeal (hereinafter, the "Appmved Road
Plans"). The Approved Road Plans shall slow the width and length (except a specified in
Sections 5.3.7(1 and fill and Section 5.3.1flis)(Ill(U), locamost, type Of section, and
B..ftim of all lane I pan— it andend AllififtheRoad
Impm�ots shall be %.�ldl." A=Isd Rwd`pIAw. The Read
impmv=mm to US, Route 29 shall be band on the themoscittrean VDOT design spwd and
moddesslope mqufr=mn. Notwith�nding the previsions of this pareginifill in file wabRo, in
the event that the inland midmial susad cksigm as slm� an Shoe D-I m not accepted by
VDI the Owner shall submit dowiled road connotation plain for Smith �ts as the County for
review and, when sarisf=my, dipproval, subject else to the County's approval of priva, 9�
under the Subdivision Ordinme(Ch. 14 ofthe Al�le County Coda),
Phasing no Road hnpm�� Shoji be =mucW and completed in fland,
plarepas as ad forth below:
(a) Phase I Road I Prim W approval cribs fire commercial
mildivisimplin ormhoplantarriflain thaPmjerst, O�ushall obtain all mwciated PmuLfts Mad post
all warwhaded bonds required for the cmtuctim of the following (wlWaively, the "Phan I
Road Impmvmcnts"):
(1) Soutb�esi Entrance an L1,I Rome 29F
W L,S. Rome 29 Southbowd - ounwdw of the vertical
curvWm in tire madway just north ofthe �m
(if) U.S. Route 29 Smalibround czasmmim of a continuous
12 fort wide through lane (with shouldere of guard rdU RE required by VDOT`) starting Rt 9 Point
the is 1000 feel north offlut WUlb�DSt �" and cothending Muth in Airport Rmd
- construction of dual left wan
(Ili) US. Route 29 Spauthound
imcs with tapper at the ma�.
(IV) U.S. Route 29 Sumblarand - wtjwuctim of right turn lane
will, to,. to wn wrLh=.wi �.m to SR 1515.
U.S.Ro�29Nonhbmnd ."dimufawntinuous
12 foot varlde thmugb lane (With shiculders car guard raill m may be required by VDOT) mmding
Fail (Airport) Road (Route 649) to the Northwest Passage mtm".
(vi) U.S. Rome 29 Northbound - appreciation of a right hand
turn hus. at the SIuth�st -tr=m the g��tics of whict, al be subiod So VDOT
rol
(vii) U.S. Route 29 Northbound
with taper into SR 1515.
(viii) SR 1515 Easthound - m�ctim auddlor restriping to
provide tell turn lane with MM.
(is) insWIadon of a traffic signal with 8 phase timing, video
closectior "A associated impossible improverments, Ed the information with U.S. Route 29.
(x) Close existing cr�m 9 U.S. Route 29 and
Soufl�ad Enhance to SR 1515.
far) PmpDwd Entmno Raid bialwom North Pointe Boulevard
wit U.S. Rome 29.
Rcfiad�
(2) N
md, Pointe BodilexI Ligglie Road and Proffi
(I) Leake Road and North Pointe Boulevard, in amordmn
with the design ma-s�i" shown on Shoal D-1, hand Pniffit Road OF eadherNarthsaftDive,
FAA in, if Nonflaside Drive Ent ban ead im been mns"ded to the mwdab� at North Pointe
Boulevard, North Pointe Boulevard shall be exMvbe in Nofthweg Passage, no Ownear shall
pmvidu a fifty (50) foot public ngrealf-way, loop, lasilas Rd it Shall �a a two-loe
public saw to be ancepthad by VDOT and res Match of %a othm impmv=cnts shown on the
�s�ecfiom an, possible within the available riShf-ol-way as um�ably dowarrined by the
County Enginw.
(U) Th. roundabout or such Other i,.p.�.� . Only be
approved by VDOT and do County, at the information of Loake Road Rod Preffa Road shown
an ShM 3 and an additional wmthound fight tend India an Peaffit Road from Lanka Road to UJ3.
Route 29 a shown an Sham I- In addition, for property acquisition that is required the the off -
site public right-of-way for cm�uien of the impmv�s required by this Section
radii in a force
the Owner shall make a crich mntriWion or provide a letter of Ir
approved by the County Attorney fifir such purpose in the �omt m detached uec�y for the
Property acquisition by the County Attorney, providirsid that such amount shall not =*soil one
hundred fifty p�nt (150%) of the County's fair �kOt valuse appraisal prepared for acquisition
and wndmmfim purpronfies. no cash contribution or Ima of credit dum'bed in this Swtion
5.3.1w)(2)(4) hall be unit to pay for the total cost ofthe light alfway maquillatim. Thetistal
of the right of way acquisition for fix off -site Property �aMUIY SO w�V the i-Mvcmwts
required by this Section 53.1(a)(2)(h) shall imhode the �of in= =mimed with acquiring
land, buildings, stwu,� nd other authunizond holdings by d..ti. or by
purchase imitates, but not limited in, land &mublitwN, gi..fin& wait reasonable
attorneys full, The cardi wntiibution or the within of credit shall be provided by the Owner
within flearty(3flUlays upm mquai byttleCousty. lfthepmpeftyisacquiTc6bypwrllm.tbe
contribuslan fifir the purdwo prim shall mt crucced one hundred fifty percent (150%) of the
County's fair mrkd Value appraisal prepared for mod�tim purposes without the �mnt of
:heOwnw. Ifflaus, com afthe right ofway Reputation muceds the amount pirearistually wnm'buted,
h. the O.a shall mantraffie the County all men excess cents within thirty (30) days upon
request by the Calmly. The Canty hall refund fin the Owner all "� mntib.tim up.
completion III land acquisition.
(iii) Intentionally Omitted
(IV) An additioal through lam �thound Prififfit Road firon
U.S. RmMR29 1. die roundabout at the information ofLwkc Road and preliffit Road. InaMtion,
for pmpeM acquisition thin is requiree for the off -site public fistreof-WaY Imp cm�Uim Ofthe
mpm�mu required by this Swim 5,11(laIff)(iv), the 0"� Shall make a cash fifidurflifilation
Or Provide 8 kNa of credit in a farm appaved by the County Attorney far such putwst in am
mow &a denied newissary, for the property acquisition by the County ismorrey, provided that
such amurd shall not exceed we hudmd fifty percent (150%) offild County's fair orke value
along pmpued for mosquisitiocifir and wndemabon purposes. The cash contribution or letter of
am
erfit describefil in this Section 5.3.1 (a)(2)(iv) shall be wed to pay for the tortal Dust of the tight of
wayacquisition. The total � afthe right ofway acquisition for the off.Rfitc property nmenuy
TH �trW the impm�ts required by INS Section 5,3.1(a)(2)(iv) shall include the normal
mm amodffW with squiring land, building, �c�c% ==onto add other authorized
interests by condemnable an by purchase including, but not limited Mal hand acquisition,
The club contribution or the Iota of
engInce�ing, surnying, and �arable attorneys fear.
credit shall be pmvided by the Ownw wither thirty (30) days ispon noting by the Comfy. Iffift,
property is acquired by purchases the wutdbufim RE the porch= prim shall not ex .. it one
hundred fifty pucml (150%) of the County's fair marke value appraisal prepared W
wnd=n6m purposes without the �ot of the O�m. If the war of the right of wary
previously �t�buted, than the Owner shall reimburse the
anpartimin mmBds the amount
The County
County ill] such excess, costs within thirty (30) days upon request by the County,
dWI refund an the Owner all ..as �bibu6ms uped completion ofthe Ind acquirritian.
Completion of the Placrace I Rod Widen fiffears (15) months
after the issuance of the fast building permit for a �acial building within the heads subject
a fing �emal subdivision plan or site plan within the Projew, or prim to the imm. of
to Ili
a ceTdfi� of mccurnincy, fm such building, whichever is cacti all of the Ph= I Road
by VDOT for public use or bonded far VDOTFs amep�� if
I.pmvcn=ft shall be ticipled y highway, or showintand by VDOT for public use, or bonded
each Road Imp�m.� wo, a p�imu
to the County for VII nceptmw if Such Road Impmvemma an a secondary highway.
(b) Phme 11 Road lmpr�mmls. Poor to approval of the fire gle plan Mat
"old the is,,egaft wmmucial, officus and hotel grain floor =a as she" an Shoal A
dried Finy Ihomand (290,000) Square fed, Ovemem Shall
within the Project to mcftJ two bun .6
obtain all associated permits and post all a�ooiated bonds Required for the =� an of Use
following the 'Ph= U Road Impm�ts")'
(1) Middle En�m an II Raille, 29 If ordisid, Drive EardISR
15M
(I) U.S. Route 29 Southbound �nsnution of a continuous
dr lane (with shouldefirs or Ward mi] as my be requarad by VDOT) starting at
12 fool wide threat
R point dim is 1000 fed with of the Middle Befifiance, and addlending to the point where 11
with the pardion ofthe lane ED
rourchered pursuant to Sectiorl IWI
(if) U.S. Rowe 29 Souo"md - ��cbm ofilud left NOT
1=. with tirper.
(tit) U.S, Rome 29 Southhund - construction of a fight tend
I= with lap"
flv) U.S. Routo 29 Northbound - ms"c6m of a right hand
lane a the Middle antwoo� the gwmeWm Dfwhich will be subjessom VDOT approval.
(y) U.S. Route 29Nmhbound .�Wwofieftmmlme
with taper,
(vi) SR 1570 Eadmand - wnsb=tim Miller resHping oflaries
to mutt in npumelefl, through mid right � movmmft.
(vii) Enmnm mad Watbomd - instaflation of a traffic signal
with 9 Phan, timing video dctmhm mid associated intaswim imp�ft an U S. Rome 29.
if) Existing wifissfirver at Cyprus Drive- �efion to Clow
(Vi
the wassover.
(bf) Primadisle mad from Cypress Drive So SR 1570
conmaine of a public s� to serve properties Wn�fly ifireassing U.S. Route 29 thmpfi
Cypress Drive.
(2) Nerthdide, Drive End h�= U.S. Route 29 and North Points
Boulovarld in before an Shot D-1.
base D Read Improvements Within fifftem (15) mmths
C..Pkagn I the P
after the issuance of the first building permit for a building within the lands subject Ed the first
subdivision plat " site Plan that dopuld UN DW-9� tiffirre and ]low
Wass farm area in shown an Shoal A within the Pariject to saidend two hundred trinesty thoomd
(290thu) squm fed, Is, prior ED the iswm. of. efo=pncy for my building that
such gross floor area be
"used two hvndmd ninety dwwmd (290,000) square fee,
whichoroor is usher, all of the Fbwe 11 Road Improvmmu shall be accepted by VDOT for
mic Print
public nits or bonded for VDi acceptame if such Road Imp�moi
highway, Or accepted by VDOT flor public use fir bonded ED the County for VDOTE a�p�ce
iffluch Road lmprovmmts ine a secondary highway.
(a) Phan SO Road Imp�nts. Prior to the NTIIW at. (1) the approval
Of . the first subdivision plat or site plan the acculd sullied= the aggregate number of dwelling
miM within the Pmjecol lo exaced five hundred thirlythrew (533); (if) the approval of a
Subdivision plat or site plan for any dme]Dpmwl if the Neighborhood Investment Property a,
my partion fl�r. or (I ther five (5) year anniversary of the date of issuance of the full
�ificmc or occupancy Jam a Wilding or prmiNm within the Project. Om� shall obtain all
associated permits and poe all associated bonds required for the cmmmction of the following
a
wed impro�aft (calleofively. the 'Than III Board ImPmv�ts') 10 th Utmi my such
mad impm� have net thearady, ban completed:
(1) Northernmost Entrance forrifirwas Lewis & Clark Drive) on U.S.
Route 29-
(I) U.S. Rom 29 Southbound - mnshuction of left wed law
with taper
(if) NoRthwed Passage father US. Roade 29 to North Jimike
Boulevard
(fit) U.S. Roxand 29 Northbound - ��ction of a right band
firm loss the Wmet6a ofwhich will be Subject to VDCT approval.
fiv) from Already constructiod, North Pointe Boulevard between
Nuffiside Drive Bad and Nmthwest Passage.
(v) If the traffic signal IN be calustructed by others is in place
prim an ON,, �wcmg work an this Nffiost En�m, and such traffic signal Italy
includes L%u legs, O� shall add the fidifirth log to the Signal, which SM) include additional
Mae � signal bee& and =CiJWY equipment RMwS!rMy to SuppodT Northwest Passage's use
of the interaction, as det�iwd by VJjCT. If Such �ffic signal is MOt in place and the
vehiculartraffout glawmad by thePmjcct causes the VDI Signal warrants to bemat, md VD0T
raquirm that a traffic signal be installed as a condition ofthas =*== permit, Dww shall install
such beffic signal.
(2) Notwithstanding my other provislon entrance at this Prififfix,
Stamm� within one hunduod eighty (1801 days after wall= notice form the Courpty that it
infmds So behild an el=mwy school on the School Lot (an "School lem" is defined in Section
from North
9.1), the Dinner shall submit road plane fact the �"dim ofNorthwcst Passage
Point. Bmimd to US. Route 29 to VDOT and to the County for revicurs, and when
vomdfadwJ, approval- F�h�m witlon twelve ()2) months after farmers of the building
pamdh for construction of the chappromery school, and if not already wmple4 C�a All
Simple, (I) NoAb� Passage ft� North Pointe BotdcvuW 1%) U.S. Rome 29, (111 the
improvements ad forth in Section 5.3.1 Will) aboI and (iii) North Points Boulevard from
Nonfludde Drive East of N�bwat Passage. To allow (he development of the School Lot, the
all
Owner Shall gnt dI temporary eu=mts a n�OIY W liEgm and c9pose for V iel=
and cum"Otion equipment, Wilding, the ifirpollation and maim�� of =Stan and wdlmmt
mount standard, or mmmi� and any other associated construction memmm, as such
amplarry us=enm am Shown on the subdivision plat or site plan for the School loal and
mutually agreed to by the O�u and the deocloper ofthe School LaL
Cgmpktiga offin LbI III Road ],Pmyments. Within twelve (12) mmlhs
after the w.�e of the applicable event in Startion 5.3.1w) which required the Owner to
Obtain all associated pornits and post all associated hands required for the momentum of the
liciance ILL Road Impww�ts, all of the Phase Ill mad impm�mmt shall be accepted by
VDROT far public use or bonded for VDOT's mmpta� if sunch Road Impmv=Ms am a
primary highway, or accepted by VDOT for public use or bonded to the Comty flor VDROT's
accep�nceifsuch P�d knpwvcm� Noto a warnsdary highway,
5.3.2 Upon request by tile Courry Owma shall make a cash contribution to the County
in VDOT for the Cost of a cable or wireless radio system that will link one or am ofthe signals
budiamen Lewis and Clark Drive and A4� Road; provided, however. that the Read Mat
contribution shall not ==it thisay-five thousand dollifirs ($35,000). Subject So �(� of f�
iturferim, if the County do" mt ruucst the fields, or thess request the Funds but the �stWim
of the system dom mt begin by the later of D�bu 31, 2010 in than (3) yam after
completion ofatt ofthe Road impm�mm, Raid funds shall be refunded M the O�a,
5.3.3 Prior toThe approval ofplm for i-Pm�n� at MY U SF ROOM 29 iOtMOOfim,
Owner shall provide VDOT traffic signal network timing pins that VDOT finds acceptably
addreas the imp" ofthe proposed draffic signals for peak traffic pmod�
53.4 Realms] Tranwonation Strai Cash Coaftibutim. THIS PROFFTR HAS
PEN SATISFIED. Upon included by the Calmly, Owed shall Trwdw a cob cantribution oforder
handrail thousand doll= ($100,000) to the County for the PutPOM Of funding a rcgimw
LrKaporia6on amity fielf the Room 29 clarrialor, which includes the South Fack and North Fork of
the Riv� River and the Hallymmd Growth Are, of which North Prome is a East no
contribudom shall be made within thirty (30) days after requmted by the Comply anytime at= the
moningisappmed. Iffific request is not made witharme (])yew after the date ofairproval of
the first final site plan for the felt mmarcial building within Use Projects ffiis proffer shall
became null and void. if such cash mntributim is not "pended for the Stated purpose within
three (3) yam fears the data the funds was �tribuwd to the Canty, all unmpmded funds
slWl be tefifinded So the Owm.
V1. OPEN SPACE AREAS AND GREENWAY
6.1 ftdwtring PSm1rEw . All pedestrian pathways shall be classified as shown an
the Pimouract Pathway Key ran Shoal 0 and, Manor for the pathways to be mns"cW by the
County, shall be she" on the Subdivision plat or site plan fail rise underlying in adjami lands
within the Pmjw. The pathways shall be ofireactruchod by Owner as Class A or Clow IS IMUS N
idmtfied an Slmet 0, and 1. accordance with the applicable design and minstruction standsards in
the Couficy�s Dessign Sourchadis Mmul. Such wnsim�im shall be in conjuraction with the
impmvmmts for the Subdivision pig or site plan, as the cam Holy W, oil bonded with the
sts,,
if the pebways am a Subdivision impt�ai� in with a Mf�anm bond if the
pathways are a she plan inVmvmmt The pathway shown on Shad 0 alusing Plat Branch north
md,�wh of Nuartlatide, Drive East shall not wntinue ffimugh a oulvent ifa cul� is used for the
statism creasing. The pathway intmdtd for the culvert bm� Park E and Pink P under North
Prd Boulevard shall conform to The applicable mrdmiis in VDOT's `lSubdivilikin Street
(julanoc" mid Ownew shall ovinign ft pardaway if it is mt �qAcd by VDOT for
�nai�ance.
Upon request by the C�y, Owner shall dedicate to the Cocinty the lake
6.2 Ldfkg.
shown an fletApplicatinfin Plan fifirpublic useliprovided theasuch lake will be available far on by
O"w for gom"tcr as described in Shost C to the Application Pilot nditical
,St=� Management Rod Sm.. Plan" ("Shad Col.
VII. THIS SECIION INTENTIONALLY DELETED
VED. WRLIC INFRA.STRUCTURE AND FACILITIES PROFFERS
8.1 Branch Lfifiri
(a) Upon requileart by the Can*, Owner shall declare. ED the County the fim
simple intense in the Ind shown an Shwt B a a library, Omani 15,000 Kum fool fully
graded pad shas with whites, to �mmodaic a 12,500 square foot building footprint, a five
fact pmmd� strip and up to a 25,000 square foot building, urgethep with a nocWwive
mmcnt to the adjumi w�n area for ing� egress, em�otim gaging and sufficient
Cowry Code retained Parking, go�t� disterim and water quality fimilifice for flit lowim
of a bionomfing Jeffmn-Ma&sm Regional library AW simb other wait east am compostibe
with the proposed smomding �, an d�iwd by the co=tY (the "library L
Nowitbstm&ng the Wants afthc prior onto= to the contrary, ifthe requiremmft for the libru
building require a larger building footprint, the County may authorim the library buildi
fwtpfint to be larger than as stated in the prim m�ce� provided, however, that are size offac
am shown in "Park Ho on Shw IS (claffirl HI ndim the &I= of the adj�t Peking
immediately mnh of the Library Led an Shot B (the "Library Parking 1,010 gre be adjusted
accordingly to ��oda� such lager building footprint. The Owner sholl not be responsible
for my malty lap fixer, but Owner Shall WMPI&t CM�MiDn of the Library Parking Lot and
other parking won Serving the Library, LOU The Owner shall p=it the County to use the
Library Parking Lot andar, if not fibready wn�ued, Pak Its for purposes of canstractim,
gaging. Within 1wen (12) months after ,um notice from the Canty thin it intends to beirin
�tmefion of the library, the Owner shall make the access mads and the area of the librarry
Puking Let available with in least a few inch compwcd above bus for use as mom and
mm�ogon saging, Such street access Serving the Library Lot and the library Faking Lot
shall be �plmd oil available fat we no latw an" to 00) Months after iswmm Of the
building panel for the IfiwEy, provided, however, that asphalt pav=cnl in draw wed for
arty (30) days (or
oferstruction gaging by the Cunty shall not k respered to be imWIed until Ili
such longer �ombjc lime As my be micadeary due to widuffier conditions) after the County has
removed its ddWwdcmorvmed atiais add cqtipment. Upon the requirst Ofthe County, Park
mits
H shall also be dedicastrad to public me, but the Owner shall not be responsible wir Mai
Such park. Owner Shan be responsible for maintenance ,I Ili. Library Parking Let and other
parking sp� �ing the Library Lat and the Cowry shall have no obligation in be a mmnber
library It
fany owcr%s &%�iation. The County's patient for dedication of the hand for the
D
and Park H Shall be mile within three (3) years following the later to mcuT 0
Ind ficariderrial building pwnit within the PiidzU (if) Distant completion or If.StNctum
(including but nest limited to Dmis, wou, sewer, electric, gas) required for the use of the
edby
Library Und, fill December 31. 2016 (which December 31,2016 deadline maybe cxWwI
wri��alagmmmloftheo�mdtheC=ty), Ifa tacquest for such dedication is mi
made within thin (3) yam fallowing the later ofthfte daws, this praffer will be null and void.
(b) Greece Roo in the event that the mquii�is for the Ifleary building
require a larger Wilding footprint, and the County cledis Ed authorize the library building
footprint to be larger than 12,solt sqw, fear pursuant Ed section 8.1(a) above. and in the fiuthm
event the the building is developed as a condominium and the County requests the Owner to
ship in a
2s��e c�mbip for a portion of the linges building, Own" shall wor such owner
mmonable price upm which the particle may mareally Issia and shall contribute SM the County,
on a pro red basis based on the pmp�ional sin of the portion offlue library building owned by
the Owner mWive SM the sin of the library building as a whole, the war of designing and
�ing such building. Two, �u may hadvide, if dommid by the County, instailladdicas of a
"grow, cosi and my additional mp�m associated with s"otwally mnfming the war as
aw,suy in Fwapea the gm roof Within ton (10) days after receipt of a request for payment
by the County that is �pmted by docmtation to support the progress payment mount dic
providaid in the mnstruefion mir�, the Owner Shall submit such payinscarts to the County.
All=mivel Jr. in low event the County alwA's to design the library building has a Leadership in
Energy and Environmental Design ("LEED") building, (he O�w shall contribute to the County,
an a pin rate basis hand on the Proportional] size, of the Portion of the library building owned by
the Owner relative to the size of the library building tor a whole, the ddinial costs Of
If
�s�ti�g the libroary building to obtain LBED �ifim6on for the building, Wilton WE 0)
days acift, mmapt of a request for paymmi by the County that is accompanied by do�en�tim
lo uppam the progress payment mount Ed provided in the mo�dion contract, the Owner shall
zed
&jmph sucin payinmts to [be Cmnty, The desilp of the firten mt, a the crileria Will 0
obtain the IFEED certification, as applastable, shall be in the C�ty's dissalifics,
8.2 Affordable Hallam . Subject to the [arms =it conditions of this Sidatism
8-2, the Owner shall pmvide a minim= of fully (40) "fifir-safte residential dwelling wits as
si tial
affordable dwelling units, a minim= of sixty-six (66) "for -Mr!" re clear dwelling wits as
ffifificlabl. dwelling it . of factor (4) Crriag. R. LIME, (. CurillEAS House
Units am defined in Section &I The fifirry (40) dwelling units shall be
compoissid cribs following types oli'dwalling wits: twelve [12) from MUIO�f=Uy; Mein (12)
four uthe (Consisting or Incubational, duplexes, Punched hadualing, condominiums in the
commercial am oil other unidentified housing typhit and sixtm (16) firmor single family
detached, each at the safe prim and undar the team and conditions ad forth in this Section U.
The Owner shall radinvey the responsibility of constructing the affordable units So the subsequent
ownem oflout within the Property.
(a) Malti-randly and "Other FISESalks Affiefirdable LI . Fm multi -family
and 'othee'f�Wc affordable dwelling units within the Propearty, men affordable units shall be
affordable 0 households with incomes less than eighty percent (80%) ofthe � medim family
if.. (the "Affordable Unit Qualifying handful such that the housing cances consaing of
poildiffill, utwmL Rum estate taxes and homeowners instance (PITI) do .1 ad thirty
peroma (30%) of the Affordable Unit Qualifying income, provided, ho��, the in no event
shall the soiling prim of such nffc"ab)c mand be less than tire gi=tu of One Hundred Ninety
Thousand Four Hundred Delfifiral ($1910,4c or saxlyfival parcent (65,b) of the applicabb,
Virginia Housing Development Authority r`VHDAYJ �mm mftMe far fing-tinse home
buyers at Me beginning of the 9D-day identification and qualification pmiod rf�md in
Swim 82(1).
(b) Single Family )dackbd-Fm.Sale-AffWable JUnits J`Mofih;RdBifJld
Units" Fair Single family detached flar-sale affordable units within the Pmperty ("Moderately -
Priced Unilam�k such Moduately-Priced Units sba be affordable to households with incurred
wed ffim we hmdmd twenty pment (12U%) of the � Median finally income pffic
"ModerMdy-Priced Unit Qualifying Inherent"), Such that the homing ecom mmiging OfPM do
prot mcmd thirty percent (30%) of tire Modm'dY-P�� Unit QualifYing Ift� Provided.
heriancion, flad in no event shall the selling prim of each Moderately-Pricted Units be iniquirsid to
glay
be was than the greater of Two JAvndmd Thirty Eight Thousand Dollars ($238,011 or of
percent (80%) of the applicable VHDA maximum mompage for first-time home buyers at the
beginning cribs 90-day identification and qualificafloin periond mf��d in Swim 8.2till).
(a) For -Rent Affirplable Und . For a period of five (5) years following the date
the meffeacte ciforrepandy is issued by the County for each f�=t affordable unit, or ancel the
ib am old at low or md�e com units micalifying rad sudi Ruder cithm the Virginia Housing
Development Authority, Farmers Home AdminwmdwI or Housing and Urban D�elopmmt,
Edition a whichover comes firm (the "Affordable Tartn"), such Units shall be mished to
with incomes ISS, than the Afforelubb. Until Qualifying lnmmm No fler-rew
Affordable =it may be Mounted more it= an= towards the Number of fbN=t affordable
dwelling omit required by this Section 8.2.
(I) Cmv�m of brompost; All doeds courvoing my ordered in the for -
nut Lffincridgele units does the Affordable Term shall =lam I=~ rectifing amt such undl is
Subject W The Items Ififthis Section 8 2(c). TH addition, all �*� permining to a comqnm of
my IM.,m, affordable unit, ME my part thereof, during the Affordable Torm, shall contion a
cmpldc and full diselm� of the mstrictiow and �tols established by this Eluding 8.2(c).
Prim to the �eymm of my interest in my fisr-ruil affordable unit during the Affordable
Term, the thm-uua=it owner shall notify the Canty in writing affire �VtM� and provide
the time address and tciephme number of the poicnfiW gmik� and state that the requirements,
ofthis Section 8.2(c)(i) ha�b.
(it). Annual Route . During the Affordable Term and within ninety
pint to the
(90) day. following the and of March ayr, the th.�m� owner shall
Albemarle County Housing Offics, a mr-tified �wl report of all fir -rent affordable units for the
morty
immedimely preceding year in a food and substance remombly acceptable to the C
Housing Office. Subject to all federal, state and ifficall housing laws, and upon �mable notice
during the Affordatic Total the lh.-.=L Owner shall make available to the County at the
thfi.marem 0havard's p�ism, if requested, any rephood. cot of =MI or lease awmelli� OF
other data Waining to TMI41 rear, as the County may refifixernably require.
(d) Cmam Houm Unit . Carriage House Units shall meet the requirements
was a singic firmly dwelling as defined in The Virginia Unifiarm Statewide Building Code, shall
be an the same porpol as the primary dwelling unit to which it is wermairry, and shall not be
subdivided from the primary residence ("Carrimse Home Units"). The subdivision roadricaust
Shall he itioluded on the plat nnifing such Fall and be incDrpmlcd low each drund conveying
fills to sw�l Parcels,
(a) Each subdivision pig and site plan for land within the Property which
i.lud. affordable firift (which, for that Swim 8.2w) shall include Modmtely-Pri..d Units)
shall dwibmate the low in unifts. as applicables that will, Subject or the terms and wnditiom of
Oils prodifils, Hoomporme affroplable units as d�'bed boom. The flat such suldifiview, plat or
site plan shall include a minim= of thow (3) such affordable unit. Thereafter, End =61 the
total number of affordable dwelling units proffered horoodu grall have ban filiffilled, the
Owner shall providic a minim= offlorce (3) such affordable dwelling units par you. Each final
subdivision plat =it that site plan also shall include a nmning Mal of the number and
percentage of affordable =its previously provided End proposed or be provided by the
dead d to
mbdivisicn plat or site plan. Far purposes of this Section 11.2(s), such units shall be a
ban been provided whom the subsequent omalbuil(ler provides writain nation in the County
Housing Office or its designee ttW the malts) will be available for sale, as requited by Section
8.2(B below. In the and that &a Owner proodea mom than ffi= (3) aff�dable drivelling Wits
in a single yed, the Owed my "Garry over" or "bank" credits for Such Affordable units, Such
that the additional affordable wits which exceed the niiimmm =no] requi�mt may be
alloomd toward the minim= nmbw of affordable units required to be preprided for my fi��
you. The maximum �bff of affordable units the may be carried ma or benW shall
"cited mein (12) par you. 14owithomding the tactics of this Staxism 8.2(c) to the oficifinary,
upon the writter, request of the Ownm, the County may nuffornew an ahmative pricess and/or
s&oduit for the provision andiier ricifivery, of Randi affordable units upoin a detftminatim That the
request is in gmwal aocmd with the purpose and intent of Section 3-2 an&cr officrovisce furthers
the goals offirovififing affordable housing in the County.
(0 All lyurdmm of the for -sale affordable units shall be appreavend by the
Alb�le County Housing Officid in its thesignew. I'm subsequent o"albuilda shall provide
the County or its difisignse a period ofminety, (90) days to ideratify AM prequallify an eligible
pumbasm for the affordable Mi The shady f9fl-day period shall w�m� upon wttm notice
from the tb�n-.�tm.ertbuilda thin flocifiniqu) wit) be avathible for sale. IfthcComtymits
dmg� does nor provide a qualified pwcham who exiondes a contract of purchase during this
ninety (RD) day period, the then��t o"�fb.ild� shall have the right in sell the unit(s)
without my restromon an sales prim or income write pundifiraffildR, provided, however, that any
unit(s) mid without mob rearriction shall m�helus be counted toward the number of
affordable wits required to be provided pursuant to this to= of this Section 8.2, The
requitwmtsefthiR ScrWPE8F2 shall apply al the first soleofeach ofthe Affordable units
(g) 7ban County shall have the right, fipiRn time to time, on r�mbie notice
and subject to all applicable privacy laws, to initial the r�ds of Ownear or my su=� in
interest for the purpmm ofasmng compliance with this PmFw
(b) gd Proffic, THIS PROFFER HAS BEEN SATISFIED.
Within sixty (60) days after the Boud of Sup�imm apploval of ZMA 2000-009, the Owner
shall cause to be ndinded three hundred thousand delta% ($300,000) cash to the County of
All�marle for the Albemarle Homing Initiative Fund OF much other similifir limit as may be
The contribution shall be to fund affordable home
established or authorized by The County,
�.hip [am pmg=s within the Project and other mad of Albemarle County, including
these provided by nsm-ponfit housing agencies such as the Piedmont Housing Allim� Habitist
for Humanity, and the Albmule Housing ImPmvmtnt FmO� IfBuGbcnhcoutn"outionis
a sMW purpose within five (5) owns f� the date the funds were
out mpmded for th
ofiderfincrad to the County, all unicapended funds shall be refunded to the owm.
IX EDUCATIONAL AND OTHRR MIRLIC FACILITIES
dead mainly (Z70) days follo�iog
9.2 Elments" School SiM. Within two ban
request by the County, Owner shall defiftna, to the Comty the land shown an Aw Appelication
IZ85 Acres Schmic layout". consiging of approximately 12.85
Plan as "El�Lwy School Sho Earn. Prior
on, ("a smaller portion offch Ind in the Comty's ]a dismadical (the" .1
to dedication, The School Lot shall be graded and compapeted by Owner to a mirinum of 95%
by a Rtdwd Promor we with Suitable material for buildi
campacticor as mmsumd ng
��cHm as clatified by a profifirsimad engineer or as otherwise appm�d by the County
Ile
Fashioner he establish a fully same pad site to accommodate for .1..twy school.
ecmtiouW field impm�wn shown on the Application Plan shall be fine graded and have top
oil and soil mendmmts added, and the mi. ARE an mdergmund irrigation system serving the
�ional felds Shea] be installed. Such impmVemmts shall be reasonably equivalent to those
Existing at the ancreentorme fields at Borks,,pards, Elementary School, exchusive of my above
and impm�ents, The pathways as she" on the perimeter option Schwl Lot OR
gro
the Application Plan shall be rdmted on the mbdivisim plat preparad by Dwm meeting the
School Lot and the pmbwar shall be installed when fire site is graded for the recreation fields.
The Owner shelf thervids, all utilities to the School LOU The dedication SM] include easmmu
across Owl land fee am ho and use of S� Win" Ruselins 5 and 10 shown on die
Application Plan, belptifir with all temporary to allow SI"W� Basin
10 to be redesigned and ifirlifirgend, ifneumsaTy, to ww�odate the School Lot g�wamr. The
School Lot slmil be used mandatory nhool site, but if the County d�inm that the
School Lot ill Ent be used achimarramy school sites it shall be used by the County far park
and reacmi�l popmw surving both the North Pointe community and the region. If the
Canty it= net mquat the the School Lot he dedimW by the Ida of December 31, 2015
(which December 31, 2016 deadline may be Extended by written mutual ag�m of the Owner
rm of the 6M mMmfl.) building permit
and the County), in three (3) yum fifter the issues
within the P,,jw, (he O� aill be older an further liEtifican to ddite the School Unit for
or thirty (30) days after ofidr will
the purpose described haci� bell shall, by January 30, 2017,
drits. mtdbum five hundred Lbousd dollars (Stum,000) cash to the Country to be used by the
,=its of the North
County for projects idmified in the County's CIP reasonably mimed to the r
Pointe commodity, and in mch count rise School Lat may be wed for other midmtiad parposes,
for an mendmmi to the Application Plan,
ME approved by the County after requoul by Owner
Aft. dedication add hot. the County unit the School Lot fix, a achouill m far fork and
��imi purpows, and if requarded by the c�my, DRIVE.. Shall oiNmin the So.] Lot until
requested by the County W an Ionger do an subject to die Ownw's rigid to mclusive use Of the
School Lot for pink and Manathand purposes Such park and �abonal purfmm shall be only
ad final site plan or oundivision JAM for the dres that bmitides the
those was Ill. an an app�
ad Ili
School Lot. Upon being mq�ted by tire C�=tY, Owner shall cease all liw in mmmct Of
the School Lot and remove all impmVm.0 �blisbed by Dionser that the Comty requests be
removed. The County shall mi be obligated to pay Owner for my impronmmm whealishead by
Owner &M Doe County rablins. The food of dedication for the School Lot shall provide that if
the County accepts title W The School Lid and than does not CDAS"a either a park Or a School
within twmty (20) years fiefloveng The date the Board of Supo�is= appm� the ZMA
Amendment, then upon ON,nIs mquead title to the School Laid shall be mnd�md RE o�w at
anaps.t. D"W.
9112 Russ P Turnoffs, Bus Stop Improvements, and Bus Servic
(a) Owner shall construct am (10) public bus mop turnoffs al shown on the
Application Plans or otherwise two (2) in the Southernmost residential mad, few (4) in the
commercial Ideas and four (4) in the other Tesidwti.] cones, each in B lodrd1wn nartually
acceptable So Owed and the County. The bus stop turnoffs shall be approved with Saw
wmmctim plans far the Prefijed and bonded =it wa�ed with the s�ts.
(b) Upon the request by the County, pass shall contribute the Wall am of
twenty five thomand thilam (S25,000) cificir towards the design and construction. of the above
ground bus stop improvements such as bmch. and sialbas DWI standru th csmblished by the
County at cob bus stop. Ifther Canty dots not requests the fm&, or requests die funds bell 4om
mi mm�t the bus stop impmvmmts by the late of Dexamber 31, 2015 or than (3) years
afta simplified of the mad network that includes the bus stop Wmoffi, than subject to matters
of fares majosturs, the unexplanded fiandic Shall, in the di=abon of the County, either be �mcd
to Owner or applied in a project identified in the County's capital improcasompords pmgrm within
or andlificaral to the, Project that benefits the Project.
(c) Within thirty (30) days after the imoduction of public to
the PrOject, Owner shall contribure twmty�five thousand dollars ($25p00) cub ur the County to
be used for operating =pan= related to such service, and shall tbmafwr annually consiribrum
Twordy-Five Tixmsmd Dollars ($25,000) cash to the County RE be Used Sm operating mpwsm
mimed to such sadvow for a period of man (9) additional years, well that the total funds
cormilmaid to the County pursuant to this Swim 9.2(o) shall not exceed Two Hundred Fifty
7lowandDollus($250,000), Ifthe introduction oftrublic irmpamelonto the Project does, not
�ma by the later or we (10) � allow the ]3owd of Suparvarse approver; the ZMA
Amerahmard, or send (7� years area the data of the historic oftbe first �ifiMt� Df.cmpcy
R, the first comerabuilding within the Projern, this Section 91(c) shall become null and
Void,
X. ACCESS TO ADJACENT PROPERTIES
10.1 DedientionofRi.bi-of-W.V-ExteflooloN,ce]22E United; the dedication
of public rifife-of-way and the Sms�oion of so& grant we required in conjunction with the
apparval of a subdivision plat limits Albemarle County Code 14-409 and related mations, or
their
OAma shall ns�c the fifty (50) that wide dillit-of-wary lamted within the am shown
on Shed IS and identified as a "50E R.O.W. Reserved for Fannie Dedication" mounting a Fight-
of-fivey fi�m the propoward middle �trmw mad trim North Powift to Lt. Southern pmpmy fine of
Tax Map 32, Pahmad 22E ("IMP 32-22T). Proo, to the lsmmw of a building permit ficir
Building 32 as shman on the Application Plan, Owner shall award in the Clark'. Offloss of the
Chnifidt Court ofAlb=Rflc County, a currim, irreplaceable dead orientation dollimetills to public
we for mad purposes, the me labeled "I ROW. flifidervid for Future Dadicationco 0"u
acim�ledgm that if it is crust part of a subdivision plat approved by the Comfy, Each offer of
dediciefirm most be file reviewed and appmvcd by the BwTd of Supmiors and accepted by the
Board. Such dead of dedication shall include the fifillmving conditions: (I) that IMP 32-22B
shall haw b= uplearred; and (if) that prim IN its use for road pmpom� them shelf have bm
cm�od an the land so dedicated IS ad ppmvod by dw County and accepted by VDOT far
public Use or bonded fin VDOT's waseptaince. Althatimofdiem&uWonofthemmumd
serving Building 32, the Owner shall cardarad the incrustation mrb radii or the mad s�ing
TMIA 32122B Rod "Mod construction of slash mad for of wed a minimum of � hmdred (100)
fee fixim Nordiside Drive Else. TI. 0.0 shall else place a am end of Such mtmded m4 a
sign, approcind by the Canty, advising and thotiffing the Public that such right-of-way is the
loogion of B firturs. mad �unsiom Owner shall grant �pormy constrection =.mft as
determined n�vy by die County Eargespeor fin allow for the mad To be mtmded so TMP 32.
22E, which cstmedm eme�s shall be an O�r�s property and Outside of the dedicated
didrf�ocf-vvdry. Red shall be established by the applicable sift plan. No irnM�mts shall be
loomed within the toporwy mm�ation m=en� until �noion of such Tied has be=
cRmpIewdL
10.2 Access to Tax Map 32A. Section 2. Plarwill 4 (mr,�t Nrth�ds Mobile
Helena Park P,P,,M� Ualreas the dedicamn offedilic right -of -wary and the tordarmakin of
mub saw ifirse requited in efififinjuraction with the approvall of a scultudivisim, plat under Albemarle
Coulay Code § 14409 and related Sections, or ill& S=emm:
Owner Shall ressive in the location labeled 'I R.O.W. Reserved for Forum
Dedimiore'.1 the east. Rod of the main commettial access mad from U.S. Rom 29 on Shmt
R far awfirs In Tax Map 32A. Soction 2, Parcel 4 (`TMP 32A.2-4p). Prior to the issuame of a
buildingp=it fiar Building 6 or Buildings VI tlmnugh Vid, inch in sbo� wr theApplication
Plan, whictinvor is mad Owner shall record in the Clerk's Office of the Circuit Court of
Albemarle Canty, a cun=t irrevocable dead of dedication dedicating to public on for mad
purpossen, the area labeled "50'R.O.W. Reserved for Future Dedication." Owner ackinowledges
hat if it is not part of a Subdivision Plat appmved by the County, such offer of dedicatiour mom
be the reviewed and approved by the Board of Supervisors and ausidephad by the Bmyd. uch
dead of dedication shall include the following renditions: (I) the TMIa 32A-2-4 dmll have been
uplemand; and (ii) that prim to its use for mad purposes, them Anil love been DowbvdRd on the
land so doeliciscad a road approved by the Calmly and Accepted by VDOIFT for public use
bon&d fifir VDI interrupt At the lime of the constructifird or the mutideIt serving
Building 6 and Btrunfilass VI througid, V6 the Owff shall wns�d the intersection curb radii
and m�d construction of the mad for a distance of at lent fluirty, lesse beyond Use, rounfictimm,
The Owner shall dim piece at the end of such mtmded mad, a sign, approval by the County,
advising and mfifying the public that such right�f-way is the location are fiftnes mad costenic
After dedication and before the cmdftiom afth. dedication have been schisfied, and ifwq1ml
by the County, Own. Shall mainW. the dedicated lead untril requested by the County to no
he the OdnI fight to Muchative rim of the dedicated land for park,
longu do so, object
rea�ional, wallor g=nspace purposes. Upon being mquotW by The County, Owner
� all =a and mim�� fthe indicated land and �me an impmv=mt cartablismed by
Ovorefir (ifmy) the the County requests be �d. Owner shall grant temporary �tmctim
m� as determined �osary by the County Engine" to allow for the mad to In afteirded
to TMP 32A-2-4, which construction casmmt5 shall be on O�a's Property and Outside Of the
dedimted rightlof-way. add shall be milablished by tho: applicable site pin. No impm��
shall be located within the jamparmy, wwadim casemoots and] ��ion officifich mad ban
be. wmplated.
XLSIGNATORY
MI Curtilk . The undersigned certify that theyare the only own= III Presporty,
which is the subject ofthe ZMA Amd.&A.
12.2 Th, O�. Th= pareffiers, shall Plat wifli the Property Mind Well rCfM.W to
piciffeens shall include Middle its meanings &W shall be binding upon,
Owner within these
Owni sucitessroarl in im� and/or the developul of the Property or my portion of the
Property,
(SigmWm Fagess Inuncdiatc4y Fellow)
This Preffor Smt=mt may be signed in munW"M wi&or via finifinfift with the mine
fall to= and effin, a Iran igwww were oiginal and on one clocarment.
Sigum of Conerant Purdwag and All Own
Great Einstein
It
Data-.
Company,
Manager
COMMONWEALTH OF VIRGINIA
CITY OF CHARLAYTTESVILLE
d afiar d hereby searrifies that
a,,,%odersi edNotaryPubl' i an epars In on arm
f Grout Eastern Managmmt Company,
ban n� as
Manager of N Points ChubiLoviil% LLC� Vi sin limited HANtitY WMPRnY is signed to
the foregoing Amended add Restated Poeffor Sm mt iddnthe data AS of
in my Jurisdiction ofweWd bOhRIr of
2013, b..Idged flue A.. before a
liability conarefity.
6 Givern under my hand this
my Mml
can" Bar 2014
[SEAL.] Not, P he
ry
Dric
COMMONWEALTH OF VIRGINIA
COUNTY OF ALBEMARLE
Acid oil N P III - d 6 th J sm�' n aforesaid hereby catifm died
rasia IS wamad Ish, IMIS US1
g.w=fiamc asraissuMISE ifififfoat East= Mmagmt Coreplacy,
mesa Associates, LLC., a Virginia limited liability �pmy, is signed to the
fV �N
ing the date as of 2013,
Amended and Restwd Proffor Statement beat
Siltilligiflity
acknowledged the samebefm a in myjurisdiction afwmaid an behalfairs
company
Given uHdM.yhmd this 1-3 daI�2013.
a - 3 (-
My w�inionnpis:
[SEAL] CLa 44y �Fbl tpubad
M�Cowrfin SIT 1 2%,,
CV4
By., Todandi, Limited Partnership, Gmuel Plateau
Greg Emetem
COMMONWEALTH OF VIRGINIA
COUNTY OF ALBEMARLE
ad Notary Public or horialliwe f...id hereby canfifies that
far a U
fOrecal Ede= Mann=mt Company,
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0
of T annersh card PmffcfCWli Properties Limited
Partnership, a Virginia If .'led It If to the fmping Amded and Restated
PC
Proffer S�ent homes the date as of 2013, the a.. before
in inyhorhaliction afoP.Wd a. hmmIfmmEJ hip.
Given under my hmWthis dayoff OR 2013,
r �*Wftftwm
TOM,
ic� Exid. March 31 2014
PA",IL- �M -
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GREAT EASTERN MANAGEMENT
2619
DAVI HYDRAULIC ROAD
CHARLOTTESVILLE, VA 22901
DAVID MI(43yL) E.LT.
PHONE: (434) 09
FAR: (434) 963-26706-2870
E—MAIL: david@soukherm—cloea,c.colYo
TPWNES SITE ENGINEERING
C/o BRIAN C, MITCHEL9., P.E.
9850 LORI ROAD, SUITE 201
CHESTERFIELD, VA 23832
PHONE: (804) 748-9011
FAY- (604) 748-2590
A91[ Hew E—MAIL. BMITCHELLOOCTONMES.COM
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PARKS
MODIFIED
MARK TYPE LANDSCAPING ACTIVITY of SRES(S.F.) CRITICAL SLOPE
A Ratural Dal Park LandGrass
rass bowl grass 8 benches Passive 19.500 N/A ® _
S ResidlbalSteetIslheater Grassbowl Passive 12995 NIA PRESERVED
G Resklen9al Street Island Landscaped grass Passive 16457 8,836
D Natural Valley Entrance Natural woods & benches Passive 27,923 29,370
E South Club House Recreation Area Pool and natural woods Active/Passive 46.507 65,872
_ —
F South Club House Picnic Area Play courts in natural woods Active 53600 47.267 MANAGED
G Exercise Pathway Landsca walk&benches Active 36.544 NIA
.a m.— „»on,.�u wen=..m.....�..0 ped
H Urban Plaza (landscaped) Landscaped walkways Passive 12100 N/A
I North Club House Recreation Area Pool and natural woods Active Passive 50,669 84,087
;ay court J Natural Valley Entrance and Play Area Play court in natural woods Active /Passive 11.586 12,392 ASCA CREATED/MAN
TOTAL 284,001 307,083
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GREAT EASTERN MANAGEMENT
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SITE ENGINEERING
9850 Lori Road, Suite 201
Chesterfield, Virginia 23832
Phone:(804) 748-9011 Fax: (804) 748-2590
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RIPRA �- �-
LINE ITCH / �1' // - I
\
/ / 126 / / PEDESTRIAN ?RAIL
B
CLASS /' /
\ _
125 PEDESTRIS'B' IL
CLASS �
\
12 \ / / 10' ACCESS
Y BLOWOFF \ GP / ' ' EASEMENT / \
4
• 1 / /
PC�LPG P / / / /' �20' DRAINAGE \
EASEMENT /
124(Pueuc) /
128 GP 45* 451 P M / / \
/ 116
\ \
VARIABLE WIDTH SANITARY
ANCE 3 \ / SEWER EASEMENT
GP � \ � ` GP �
/ \
A LE NADTH S-4 \ 35'
// 123
/ SEWER EA
NT L3 R35' DRAIN/AGE
EASEMENT \ \
/ / a (PRIVA'fTE)E) / //
` / 131 / / \ , � ` 117 GP
130 //
J / / 129 /n�
GP 3 cZcl
GP 3T P/SIGN W/
ROA AME SIGN 3 pQ3122
w P / Cole 121
120
55 of w o , GP / / / 119
w / GP /
i
A �E\ � 1 - / / / / 118
�/ GP
EX VAR/ABLE WIDTHI
SANITARY SEWER
31 C20' DRAINAGE \ EASEMENT
EASEMENT-
�'� EX VAR/ABLE W/DTH : (PUBLIC)
RA/NAGE1' E 21
SWM/BMP & D.
EASEMENT
• / E 0 I PT: 19+:49
:. ........... W
... �.... '> / CLASS 1 RI 3 E /8
FILTER FABRIC \ E -
2(� DRAINAGE
y.1 / `_EASEMENT
/.::.
EAR 16' ACCESS- PEDESTRIAN
EASEMENT CLASS A' a '
Ile
EX VAR/AB\SlMIDTH 1
DRAINAGE EN
a" T / /
/ 11
/i i' (\
c.v. 114 / / � � � 106 N\ N -1s-
4 LOPPLUG VARIABLE
j'`20' DRAINAGE / / \ Tk SANITARY
� EASEMENT \ \
SE EASEMENT
GP GP / 1 � / / (PUBLIC)107
GP
113
/ /\< \\ 108 Z�O��b�•I Qje � Ba•P EE ��_'1
EL
109
J12*-00 l \ \
35 \ \\\ 110 \\
3 R35' \ //
/° \\ 162
�
z o1
Q3 a�TEE° c?s \\\ 161 \\\
I 112 ' (2) 8• G. OP SIGN\
11 z y ^ 1 ROAD NAMEI to CD N.
i 4 "%W; W W GP / / e` / / / VARIABLE WIDTH / ' G V. \ \
GP DUCER` yI PUBLICS EASEMENT / ° 35 FIRE HYDRANT\
/ (PUBLIC) o C R34.5' axa• REDUCER
/ S-U GP �L10 sror� ICN W/ a a'xs•lEE G /i ° \ 159 \
/ ^2 2 li OA AME SIGN / g• G,Y, / \ /
140 / / FIRIC �NT GP Q 'p 22 5• GP A
141
/ / / / Cll / /
/ Z0�yE/ OU q D G R359 \ \ C8 BEND / �1 / �P Gs!
/ 142 / / 8)' SSAR N EED' ^ \ �in\�O �� R35' j 20' DRAINAGE I
l l R/l PV �D) l / GP k G R35' C ` o Sy �i
C I. w 0 / \ 9�FF/G R Nk
/ EASEMENT14,5 e�� _ • W W W M %i .��144 GP 0GP \ 154 `�oc2�°G o (PRIVATE)
145 / / �� a• G.V. q \ q s� 158
146 / / / GH C7 a x REDO /\ ��Xy \ \ �'�C' J / GP VARIABLE WIDTH SANITARY
GP g SEWER EASEMENT /
47 / / F- GP �\ \ \ 0 153 \ \ \ > _ J
\
tVA BUJ
EASE TARE \ � �- � / 148 / / / /GP G� . -7
0 o p 1 / I / \ \ / /' ' GP \ 4• Pw(; 157 /
0
O00 000 p \ / / 149 / / I I \ \ 152 \ \Z GP
/ / \
/
o\
20' DRAINAGE
EASEMENT I I \ \
/ /
\ / \ I I \ 2x
\ o \ I / 150 I I 151 (PUBLIC) �\ 2 / \ 1554eD�
156 \\\/
°
° w/ FIL FABRI
ROAD CENTERLINE
LINE TABLE
LINE
LENGTH
BEARING
Li
110.56'
N32'46'39"W
L2
393.10'
N41'49'36"W
L3
935.31'
N48'10'24"E
L4
494.49'
N51'37'33"E
L5
74.86'
N38'15'18"W
L6
154.90'
N8079'41"W
L7
128.22'
S41'49'36"E
L8
665.00'
N48'10'24"E
L9
270.09'
S16'27'53"W
L10
511.93'
S64'57'07"W
1-11
189.89'
S25'03'47"E
L12
247.84'
S25'03'50"E
L13
169.30'
N7335'02"W
ROAD CENTERLINE
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CHORD BEARING
TANGENT
C1
24.45'
400.00'
3'30'06"
24.44'
N34'31'42"W
12.23'
C2
126.35'
800.00'
9'02'57"
126.22'
S37'18'08"E
63.31'
C3
60.26'
1000.00'
3'27'09"
60.25'
S49'53'58"W
30.14'
C4
470.62'
300.00'
89'52'52"
423.82'
N06'41'07"E
299.38'
C5
314.16'
200.00'
90'00'00"
282.84'
N86'49'36"W
200.00'
C6
167.94'
1000.00'
9'37'20"
167.74'
N2215'32"E
84.17'
C7
242.04'
200.00'
69'20'21"
227.54'
S51'06'03"W
138.33'
C8
72.67'
200.00'
20'49'08"
72.27'
N75'21'40"E
36.74'
NOTE:
SLOPE ACROSS CG-12s
SHALL BE A MINIMUM 0.50%
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LINE TABLE
LINE
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L1
110.56'
N32.46'39"W
L2
393.10'
N41'49'36"W
L3
935.31'
N4810'24"E
L4
494.49-
N5137'33"E
L5
74.86'
N38'15'18"W
L6
154.90'
N80'29'41"W
L7
128.22'
S41.49'360E
L8
665.00'
N48'10'24"E
1_9
270.09'
S16.27'53"W
L10
511.93'
S64.57'07"W
L11
189.89'
S25.03'47"E
L12
247.84'
S25.03'50"E
L13
169.30'
N73.35'02"W
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CLASS
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CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
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TANGENT
Cl
24.45'
400.00'
3'30'06"
24.44'
N34.31'42"W
12.23'
C2
126.35'
800.00'
9.02.57"
126.22'
S3718'08"E
63.31'
C3
60.26'
1000.00'
327'09"
60.25'
S4953'58"W
30.14'
C4
470.62'
300.00'
89.52'52"
423.82'
N06.41'07"E
299.38'
C5
314.16'
200.00'
90.00'00"
282.84'
N86.49'36"W
200.00'
C6
167.94'
1000.00'
9.37*20"
167.74'
N2215'32"E
84.17'
C7
242.04'
200.00'
69.20'21"
227.54'
S51'06'03"W
138.33'
C8
72.67'
200.00'
20.49*08"
72.27'
N75.21'40"E
36.74'
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LENGTH
BEARING
L1
110.56'
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L2
393.10'
N41.49'36"W
L3
935.31'
N48'10'24"E
L4
494.49'
N51'37'33"E
L5
74.86'
N38'15'18"W
L6
154.90'
N80'29'41"W
L7
128.22'
S41'49'36"E
LS
665.00'
N48'10'24"E
L9
270.09'
S16'27'53"W
L10
511.93'
S64'57'07"W
Lll
189.89'
S25'03'47"E
L12
247.84'
S25'03'50"E
L13
169.30'
N73'35'02"W
/ 2 Q 4 PLUG p , , DRAINAGE / \
EASEMENT
/ \ 115
/P 1 cH / \ \ z• BLow I I 114 /
\ I I GP \ BEND \ 4'
134 128
133 M PLUG
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116
/ It
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o ° o \ - - - ` / / / 140 / / 141 FlRE Y�RANT / / 25 CLIFF Gp \ 2eo L GP �5• / p
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ROAD CENTERLINE
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CHORD BEARING
TANGENT
C1
24.45'
400.00'
3'30'06"
24.44'
N34'31'42"W
12.23'
C2
126.35'
800.00'
9'02'57"
126.22'
S37'18'08"E
63.31'
C3
60.26'
1000.00'
3'27'09"
60.25'
S49'53.58"W
30.14'
C4
470.62'
300.00'
89'52'52"
423.82'
N06'41'07"E
299.38'
C5
314.16'
200.00'
90'00'00"
282.84'
N86'49'36"W
200.00'
C6
167.94'
1000.00'
937'20"
167.74'
N22'15'32"E
84.17'
C7
242.04'
200.00'
69'20'21"
227.54'
S51'06'03"W
138.33'
C8
72.67'
200.00'
20'49'08"
72.27'
N75'21'40"E
36.74'
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BRIAN C. M CHELL c
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0610212022 a
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REVISIONS
DATE ITEM I.Ci
0610212022 PER COMMENTS
En
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DATE
01-24-2022 `L
SCALE C
o
r
PROJECT MANAGER
BRIAN C. MITCHELL,
.N
DESIGNED BY v
BCM / LEN r
CHECKED BY -°
c
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PROJ.# c
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°
SHEET # -a
C —4C 0
STRUCTURE TABLE
Structure Name
STRUCTURE DETAILS
STRUCTURE DESCRIPTION
1
RIM = 504.00
VDOT DI-5
2
INV OUT = 499.50
RIM = 503.80
3
2
INV IN = 495.35
VDOT DI-5
4
INV OUT = 495.25
RIM = 503.32
5
4
INV IN = 494.89
VDOT DI-3C
(8ft)
SB
INV IN = 494.90
6
INV OUT = 494.80
5A
RIM = 504.13
VDOT DI-3B
(8ft)
5B
INV OUT = 500.10
RIM = 503.32
7
6
INV IN = 494.39
VDOT DI-3C
(8ft)
8
INV OUT = 494.30
RIM = 489.00
9
8
INV IN = 485.85
VDOT DI-5
10
INV OUT = 485.10
RIM = 490.14
11
10
INV IN = 482.02
VDOT DI-3B
(6ft)
12
INV OUT = 481.92
13
RIM = 493.75
VDOT DI-3B
(12ft)
14
INV OUT = 486.36
15
RIM = 493.65
VDOT DI-3B
(6ft)
16
INV OUT = 486.18
RIM = 493.65
17
14
INV IN = 485.90
VDOT DI-3A
16
INV IN = 485.90
18
INV OUT = 485.80
RIM = 490.19
19
12
INV IN = 481.10
VDOT DI-3B
(6ft)
18
INV IN = 483.92
20
INV OUT = 481.00
RIM = 476.40
20A
20
INV IN = 470.41
DRNG M/H
20B
INV OUT = 462.58
21
RIM = 486.00
VDOT DI-5
22
INV OUT - 481.54
RIM = 483.83
23
22
INV IN = 479.84
VDOT DI-3B
(8ft)
24
INV OUT = 479.74
RIM = 483.53
25
24
INV IN = 479.23
VDOT DI-3C
(8ft)
26
INV OUT = 475.91
RIM = 483.55
27
26
INV IN = 475.10
VDOT DI-3C
(6ft)
28
INV OUT = 475.00
RIM = 475.58
29
28
INV IN = 470.23
DRNG M/H
30
INV OUT = 463.28
RIM = 459.14
31
30
INV IN = 454.04
DRNG M/H
32
INV OUT = 452.06
RIM = 460.03
33
20B
INV IN = 454.92
DRNG M/H
32
INV IN = 449.56
34
INV OUT = 445.35
35
RIM = 446.79
ENDWALL
34
INV IN = 444.00
37
RIM = 487.95
VDOT DROP
INLET 3A, 3B, 3C
38
INV OUT = 478.46
RIM = 488.14
39
38
INV IN = 478.06
VDOT DI-3B
(10ft)
40
INV OUT = 477.96
41
RIM = 484.89
VDOT DI-3C
(6ft)
42
INV OUT = 479.19
RIM = 484.89
43
40
INV IN = 477.20
VDOT DI-3C
(6ft)
42
INV IN = 477.99
44
INV OUT = 477.10
45
RIM = 483.00
VDOT DI-5
46
INV OUT = 479.50
RIM = 482.50
47
46
INV IN = 477.27
VDOT DI-5
44
INV IN = 476.22
48
INV OUT = 476.12
RIM = 485.23
49
48
INV IN = 475.49
VDOT DI-3C
(6ft)
50
INV OUT = 475.39
RIM = 485.23
51
50
INV IN = 474.99
VDOT DI-3C
(6ft)
52
INV OUT = 474.89
RIM = 468.49
53
52
INV IN = 461.00
DRNG M/H
54
INV OUT = 460.15
55
RIM = 461.25
ENDWALL
54
INV IN = 459.00
RIM = 447.63
59
59A
INV IN - 442.36
DRNG M/H
60
INV OUT = 438.27
59B
RIM = 457.00
VDOT DROP
INLET 5
59A
INV OUT = 451.13
RIM = 435.23
61
60
INV IN = 431.00
DRNG M/H
62
INV OUT = 425.26
RIM = 423.58
63
62
INV IN = 419.00
DRNG M/H
64
INV OUT = 412.56
65
RIM = 413.75
ENDWALL
64
INV IN = 411.50
67
RIM = 483.59
VDOT DI-5
68
INV OUT = 480.20
RIM = 464.97
69
68
INV IN = 461.50
VDOT DI-5
70
INV OUT = 461.40
RIM = 459.00
71
70
INV IN = 455.50
VDOT DI-5
72
INV OUT = 454.75
RIM = 472.68
73
72
INV IN = 453.86
DRNG M/H
76
INV OUT = 453.76
RIM = 472.32
77
76
INV IN = 453.44
DRNG M/H
78
INV OUT = 453.34
STRUCTURE TABLE
Structure Name
STRUCTURE DETAILS
STRUCTURE DESCRIPTION
RIM = 447.77
78A
78
INV IN = 444.07
DRNG M/H
78B
INV OUT = 429.95
79
RIM = 429.75
ENDWALL
78B
INV IN = 426.95
81A
RIM = 468.50
VDOT DI-5
81B
INV OUT = 465.00
RIM = 469.26
81D
INV IN = 464.80
81
81B
INV IN = 464.80
VDOT DI-3C
(8ft)
81F
INV IN = 464.80
82
INV OUT = 462.19
81E
RIM = 470.14
VDOT DI-3B
(8ft)
81F
INV OUT = 466.19
81C
RIM = 470.77
VDOT DI-3B
(10ft)
81D
INV OUT = 466.77
RIM = 469.21
83
82
INV IN = 461.79
VDOT DI-3C
(8ft)
84
INV OUT = 461.68
RIM = 464.20
85
84
INV IN = 460.00
DRNG M/H
86
INV OUT = 459.90
87
RIM = 461.25
ENDWALL
86
INV IN = 459.00
RIM = 441.50
89
89A
INV IN = 435.10
DRNG M/H
90.
INV OUT = 435.00
896
RIM = 457.00
VDOT DROP
INLET 5
89A
INV OUT - 451.41
RIM = 429.57
91
90.
INV IN = 423.60
DRNG M/H
92
INV OUT = 417.61
93
RIM = 419.26
ENDWALL
92
INV IN = 417.01
RIM = 463.53
95
95B
INV IN = 459.60
VDOT DI-3B
(10ft)
96
INV OUT = 456.30
95A
RIM = 469.49
VDOT DI-3B
(10ft)
95B
INV OUT = 465.50
RIM = 463.53
97
96
INV IN = 455.90
VDOT DI-3B
(8ft)
98
INV OUT = 455.80
RIM = 458.98
99
98
INV IN = 454.99
VDOT DI-3A
100
INV OUT = 454.89
RIM = 441.96
101
100
INV IN = 435.92
DRNG M/H
102
INV OUT = 429.39
RIM = 405.29
102C
1026
INV IN = 401.00
DRNG M/H
102D
INV OUT = 394.74
RIM = 425.29
102A
102
INV IN = 421.00
DRNG M/H
102E
INV OUT = 410.74
103
RIM = 395.11
ENDWALL
102D
INV IN = 393.15
105
RIM = 475.50
VDOT DI-5
106
INV OUT = 467.63
RIM = 475.00
107
106
INV IN = 466.72
VDOT DI-3C
(6ft)
108
INV OUT = 466.62
RIM = 475.21
109
109E
INV IN - 469.22
VDOT DI-38
(6ft)
108
INV IN = 465.94
110
INV OUT = 465.84
109A
RIM = 477.29
VDOT DI-3B
(6ft)
109E
INV OUT = 469.92
RIM = 465.00
111
110
INV IN = 461.50
VDOT DI-5
112
INV OUT = 452.13
RIM = 452.25
112A
112
INV IN = 447.00
DRNG M/H
112E
INV OUT = 438.81
113
RIM = 439.96
ENDWALL
112B
INV IN = 438.00
115
RIM = 473.54
VDOT DI-3B
(8ft)
116
INV OUT = 466.28
RIM = 473.54
117
116
INV IN = 466.00
VDOT DI-3B
(8ft)
118
INV OUT = 465.90
RIM = 471.44
119
118
INV IN = 465.49
VDOT DI-3A
120
INV OUT = 465.39
121
RIM = 470.19
VDOT DI-3B
(6ft)
122
INV OUT = 463.07
RIM = 470.19
123
120
INV IN - 462.66
VDOT DI-38
(6ft)
122
INV IN = 462.66
124
INV OUT = 462.56
RIM = 468.43
125
124
INV IN = 461.47
VDOT DI-3C
(6ft)
126
INV OUT = 461.37
RIM = 458.02
127
126
INV IN = 453.20
DRNG M/H
128
INV OUT = 450.10
RIM = 456.46
129
128
INV IN = 447.00
DRNG M/H
130
INV OUT = 446.90
131
RIM = 447.96
ENDWALL
130
INV IN = 446.00
133
RIM = 461.92
VDOT DI-39
(12ft)
134
INV OUT = 454.74
RIM = 461.92
135
134
INV IN = 454.34
VDOT DI-39
(8ft)
136
INV OUT = 454.24
RIM = 456.44
137
136
INV IN = 452.46
VDOT DI-3B
(6ft)
138
INV OUT = 452.36
STRUCTURE TABLE
Structure Name
STRUCTURE DETAILS
STRUCTURE DESCRIPTION
139
RIM = 453.09
VDOT DI-38
(6ft)
140
INV OUT = 446.05
RIM = 453.09
141
138
INV IN = 445.76
VDOT DI-38
(6ft)
140
INV IN = 445.77
142
INV OUT = 445.66
143
RIM = 458.00
VDOT DI-5
144
INV OUT = 454.50
RIM = 450.50
145
142
INV IN - 445.31
VDOT DI-5
144
INV IN = 445.31
146
INV OUT = 445.21
RIM = 447.86
147
146
INV IN = 443.86
VDOT DI-3C
(6ft)
148
INV OUT = 443.76
RIM = 431.62
149
148
INV IN = 425.58
VDOT DI-5
150
INV OUT = 425.32
151
RIM = 427.25
ENDWALL
150
INV IN = 425.00
153
RIM = 451.51
VDOT DI-3C
(6ft)
154
INV OUT = 443.81
RIM = 451.51
154
INV IN = 443.41
155
155B
INV IN = 447.16
VDOT DI-3C
(6ft)
155D
INV IN = 443.41
156
INV OUT = 443.31
155A
RIM = 451.50
VDOT DI-5
155B
INV OUT = 448.00
155C
RIM = 453.68
VDOT DI-3B
(10ft)
155D
INV OUT = 449.94
RIM = 453.00
157
156
INV IN = 442.01
VDOT DI-3A
158
INV OUT = 441.91
RIM = 440.63
159
158
INV IN = 436.34
DRNG M/H
160
INV OUT = 432.01
RIM = 426.13
161
160
INV IN = 422.13
DRNG M/H
162
INV OUT = 414.25
RIM = 405.03
163
162
INV IN = 400.00
DRNG M/H
164
INV OUT = 392.10
RIM = 388.19
165
164
INV IN = 383.90
DRNG M/H
166
INV OUT = 378.30
167
RIM = 379.95
ENDWALL
166
INV IN = 377.99
169
RIM = 506.43
ENDWALL
170
INV OUT = 503.64
171
RIM = 505.50
ENDWALL
170
INV IN = 502.71
STORM PIPE TABLE
STORM PIPE
FROM STIR
TO STIR
UPPER INV
LOWER INV
PIPE LENGTH
SLOPE
PIPE SIZE
2
1
3
499.50
495.35
110.93'
3.74%
15 IN. CL. III RCP
4
3
5
495.25
494.89
35.53'
1.00%
15 IN. CL. III RCP
5B
5A
5
500.10
494.90
84.77'
6.14%
15 IN. CL. III RCP
6
5
7
494.80
494.39
40.00'
1.00%
15 IN. CL. III RCP
8
7
9
494.30
485.85
142.50'
5.93%
15 IN. CL. III RCP
10
9
11
485.10
482.02
142.50'
2.16%
24 IN. CL. III RCP
12
11
19
481.92
481.10
40.06'
2.05%
24 IN. CL. III RCP
14
13
17
486.36
485.90
84.26'
0.55%
15 IN. CL. III RCP
16
15
17
486.18
485.90
40.00'
0.70%
15 IN. CL. III RCP
18
17
19
485.80
483.92
157.34'
1.19%
15 IN. CL. III RCP
20B
20A
33
462.58
454.92
63.80'
12.00%
24 IN. CL. III RCP
20
19
20A
481.00
470.41
132.37'
8.00%
24 IN. CL. III RCP
22
21
23
481.54
479.84
142.49'
1.19%
15 IN. CL. III RCP
24
23
25
479.74
479.23
44.99'
1.13%
15 IN. CL. III RCP
26
25
27
475.91
475.10
40.74'
2.00%
15 IN. CL. III RCP
28
27
29
475.00
470.23
119.21'
4.00%
15 IN. CL. III RCP
30
29
31
463.28
454.04
76.97'
12.00%
15 IN. CL. III RCP
32
31
33
452.06
449.56
345.05'
0.72%
18 IN. CL. III RCP
34
33
35
445.35
444.00
31.50'
4.29%
24 IN. CL. III RCP
38
37.
39
478.46
478.06
40.00'
1.00%
15 IN. CL. III RCP
40
39
43
477.96
477.20
76.02'
1.00%
15 IN. CL. III RCP
42
41
43
479.19
477.99
40.00'
3.00%
15 IN. CL. III RCP
44
43
47
477.10
476.22
88.17'
1.00%
15 IN. CL. III RCP
46
45
47
479.50
477.27
116.41
1.91%
15 IN. CL. III RCP
48
47
49
476.12
475.49
62.73'
1.00%
18 IN. CL. III RCP
50
49
51
475.39
474.99
40.00'
1.00%
18 IN. CL. III RCP
52
51
53
474.89
461.00
141.51'
9.81%
18 IN. CL. III RCP
54
53
55
460.15
459.00
28.68'
4.01%
18 IN. CL. III RCP
59A
59B
59
451.13
442.36
68.48'
12.81%
15 IN. CL. III RCP
60
59
61
438.27
431.00
60.58'
12.00%
18 IN. CL. III RCP
62
61
63
425.26
419.00
52.17'
12.00%
18 IN. CL. III RCP
64
63
65
412.56
411.50
41.52'
2.55%
18 IN. CL. III RCP
68
67
69
480.20
461.50
228.52'
8.18%
15 IN. CL. III RCP
70
69
71
461.40
455.50
124.00'
4.76%
15 IN. CL. III RCP
72
71
73
454.75
453.86
178.33'
0.50%
24 IN. CL. III RCP
76
73
77
453.76
453.44
41.37'
0.76%
24 IN. CL. III RCP
78B
78A
79
429.95
426.95
51.63'
5.81%
24 IN. CL. III RCP
78
77
78A
453.34
444.07
77.29'
12.00%
24 IN. CL. III RCP
81F
81E
81
466.19
464.80
69.01'
2.01%
15 IN. CL. III RCP
81B
81 A
81
465.00
464.80
19.90,
1.00%
15 IN. CL. III RCP
81D
81C
81
466.77
464.80
104.17'
1.89%
15 IN. CL. III RCP
82
81
83
462.19
461.79
40.13'
1.00%
15 IN. CL. III RCP
84
83
85
461.68
460.00
85.49'
1.97%
15 IN. CL. III RCP
86
85
87
459.90
459.00
89.01'
1.01%
18 IN. CL. III RCP
89A
89B
89
451.41
435.10
82.72'
19.71%
15 IN. CL. III RCP
90.
89
91
435.00
423.60
44.24'
25.76%
18 IN. CL. III RCP
92
91
93
417.61
417.01
30.68'
1.95%
18 IN. CL. III RCP
95B
95A
95
465.50
459.60
121.03'
4.87%
15 IN. CL. III RCP
96
95
97
456.30
455.90
40.00'
1.00%
15 IN. CL. III RCP
98
97
99
455.80
454.99
115.77'
0.70%
15 IN. CL. III RCP
100
99
101
454.89
435.92
167.55'
11.32%
15 IN. CL. III RCP
102D
102C
103
394.74
393.15
47.69'
3.34%
15 IN. CL. III RCP
102E
102A
102C
410.74
401.00
81.17'
12.00%
15 IN. CL. III RCP
102
101
102A
429.39
421.00
69.94'
12.00%
15 IN. CL. III RCP
STORM PIPE TABLE
STORM PIPE
FROM STIR
TO STR
UPPER INV
LOWER INV
PIPE LENGTH
SLOPE
PIPE SIZE
106
105
107
467.63
466.72
90.49'
1.00%
15 IN. CL. III RCP
108
107
109
466.62
465.94
67.80'
1.00%
15 IN. CL. III RCP
109B
109A
109
469.92
469.22
98.75'
0.70%
15 IN. CL. III RCP
110
109
111
465.84
461.50
101.07'
4.30%
15 IN. CL. III RCP
112B
112A
113
438.81
438.00
33.35'
2.43%
15 IN. CL. III RCP
112
111
112A
452.13
447.00
42.79'
12.00%
15 IN. CL. III RCP
116
115
117
466.28
466.00
40.00'
0.70%
15 IN. CL. III RCP
118
117
119
465.90
465.49
58.96'
0.70%
15 IN. CL. III RCP
120
119
123
465.39
462.66
105.26'
2.59%
15 IN. CL. III RCP
122
121
123
463.07
462.66
40.02'
1.00%
15 IN. CL. III RCP
124
123
125
462.56
461.47
109.87'
1.00%
15 IN. CL. III RCP
126
125
127
461.37
453.20
157.75'
5.18%
15 IN. CL. III RCP
128
127
129
450.10
447.00
259.96'
1.19%
15 IN. CL. III RCP
130
129
131
446.90
446.00
26.11'
3.45%
15 IN. CL. III RCP
134
133
135
454.74
454.34
40.00'
1.00%
15 IN. CL. III RCP
136
135
137
454.24
452.46
50.78'
3.51%
15 IN. CL. III RCP
138
137
141
452.36
445.76
67.24'
9.81%
15 IN. CL. III RCP
140
139
141
446.05
445.77
40.00'
0.70%
15 IN. CL. III RCP
142
141
145
445.66
445.31
51.17'
0.70%
15 IN. CL. III RCP
144
143
145
454.50
445.31
129.30'
7.11%
15 IN. CL. III RCP
146
145
147
445.21
443.86
85.84'
1.57%
15 IN. CL. III RCP
148
147
149
443.76
425.58
224.31'
8.11%
15 IN. CL. III RCP
150
149
151
425.32
425.00
23.21'
1.40%
18 IN. CL. III RCP
154
153
155
443.81
443.41
40.00'
1.00%
15 IN. CL. III RCP
155D
155C
155
449.94
443.41
122.60'
5.32%
15 IN. CL. III RCP
155E
155A
155
448.00
447.16
16.76'
5.00%
15 IN. CL. III RCP
156
155
157
443.31
442.01
130.05'
1.00%
15 IN. CL. III RCP
158
157
159
441.91
436.34
163.96'
3.40%
15 IN. CL. III RCP
160
159
161
432.01
422.13
82.35'
12.00%
15 IN. CL. III RCP
162
161
163
414.25
400.00
118.72'
12.00%
15 IN. CL. III RCP
164
163
165
392.10
383.90
68.35'
12.00%
15 IN. CL. III RCP
166
165
167
378.30
377.99
30.59'
1.01%
15 IN. CL. III RCP
170
169
171
503.64
502.71
28.00'
3.31%
24 IN. CL. III RCP
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PROJECT MANAGER
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AUGER PROBE TABLE
Auger Refusal
Stake #
Depth
DeptWEnd of Probe Additional Notes
3
20'
14' Hard Pan 6-12', Weathered Rock
13'
4
15'
15' Hard Pan/Weathered Rock 9' &
13'
7
30'
25' Hard Pan 15'
8
25'
19, Hard Pan 15'
19
10'
Hard Pan - TV Weathered Rock 4-5'
24
10'
10'
25
10'
10'
26
10'
10'
27
12'
12'
28
10'
10'
31
10'
10' Hard Pan at 5', Weathered Rock
10'
35
10'
10'
36
30'
30' Weathered Rock/Hard Pan 15'
37
30'
15' Hard Pan 15'
38
35'
35'
39
35'
17'/2" Hard Pan 17'/z"
40
25'
25'
41
5'
S'
42
20'
20' WeatheredRock 10'
43
12'
12'
44
5'
S'
68
10,
10,
69
10,
10,
TEST PIT TABLE
Stake #
Depth
Additional Notes
1
8'
CL, WeatheredRock
2
10,
Soft WeatheredRock
3*
20'
Hard Pan/WeatheredRock 3-6', Refusal at 61-
Auger Probe was also done in this area.
4*
15'
Hard panWeathered Ibck 37', Refusal at 7'5"-
Auger Probe was also done in this area.
5
10,
CL, WeatheredRock
6
10,
NIL
7*
30'
Hardpan, WeatheredRock 113', Refusal at 13'-
Auger Probe was also done in this area.
8*
25'
Hardpan, pale yellowgray soil6-13', Refusal ad3'
-Auger Probe was also done in this area.
9
10,
Soft WeatheredRock, Saperlite
10
10,
NIL, WeatheredRock/Hard Pan at 10'
11
10,
NIL
12
15'
NIL
13
20'
CL/ML
14
15'
NIL, Weathered Rock
15
8'
NIL, Weathered Rock
16
12'
NIL, Weathered Roak
17
10,
NIL
18
10,
NIL, WeatheredRock
19*
10,
Hard Pan 6"2', Refusal at 2'-
Auger Probe waalso done in this area.
20
10,
NIL
21
10,
NIL
22
10,
NIL
23
10,
NIL, Soft WeatheredRock
29
10,
NIL, Saperlite
30
10,
WeatheredRock
31*
10,
Refusal at 2'--Auger Probe was also done in this
area.
32
8'
NIL
33
5'
NIL, Weatheredrock
34
12'
Soft Weatherd Rock, %perlite
35*
10,
Hard Pan 2- 6', Refusal at 61-
Auger Probe was also done in this area.
GRAPHIC SCALE
( IN FEET )
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DATE
01-24-2022
SCALE
1"
= 100'
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PROJECT MANAGER
BRIAN C.
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VARIABLEJfIQTE ____.
pISSIPAnA
r•croercn ` ______
EXISTING
• Mulch Layer
• The mulch shall be uniformly applied approximately 2 to 3 inches in depth on top of planting
soil.
• An acceptable mulch layer shall include shredded hardwood or shredded wood clips or
similar product.
• Of the approved mulch products all must be well aged, uniform in color, and free of foreign
material including plant material.
• Mulch shall be free of weed seeds, soil, roots, grass or any other substance not consisting of
either bole or branch wood or bark.
NOTES:
1. SOIL EVALUATION MUST BE VERIFIED BY A QUALIFIED
PROFESSIONAL FOR COMPOSITION, PLACEMENT AND DEPTH PER
THE PLANTING SOIL MEDIA GUIDELINES AS PRESENTED ON
THIS SHEET.
2. RAIN GARDEN CONSTRUCTION SHALL NOT COMMENCE UNTIL
THE SITE IS FULLY STABILIZED AND ALL EC MEASURES HAVE
BEEN APPROVED FOR REMOVAL.
3. ALL GRASSED SWALES AND SURROUNDING GRASSED AREAS
SHALL BE FULLY STABILIZED AND THE RAIN GARDEN EMBANKMENTS
SHALL BE SODDED PRIOR TO PLACING THE RAIN GARDEN
IN TO OPERATION
4. A MINIMUM OF 3 SOIL BORING LOGS PER BASIN SHALL BE
PROVIDED TO EVALUATE SOIL SUITABILITY FOR THE PROPOSED
RAIN GARDENS AND TO ENSURE THAT THE SEASONAL HIGH WATER
IS AT LEAST 3 FEET BELOW THE FILTER BED PRIOR TO INSTALLATION
OF EACH RAIN GARDEN.
5. A DENSE COVER OF WATER -TOLERANT, EROSION -RESISTANT
GRASS OR OTHER VEGETATION MUST BE ESTABLISHED.
RECOMMENDED GRASSES INCLUDE, BUT ARE NOT LIMITED TO,
THE FOLLOWING: KENTUCKY-31 TALL FESCUE, REED CANARY
GRASS, REDTOP, AND ROUGH -STALKED BLUE GRASS, NOTE
THAT THESE GRASSES CAN BE MIXED.
6. MONKEY GRASS SHALL BE PLANTED OVER MULCH LAYER
TO STABILIZE THE MULCH.
7. THE ENVIRONMENTAL ENGINEERING INSPECTOR WILL BE
NOTIFIED WHEN THE INITIAL GRADING IS COMPLETE AND THE
UNSUITABLE EXISTING SOIL HAS BEEN EXCAVATED PRIOR TO
INSTALLATION OF THE UNDERDRAIN SYSTEM.
8. THE PERIOD OF CARE AND REPLACEMENT SHALL BEGIN
AFTER INSPECTION AND APPROVAL OF THE COMPLETE
INSTALLATION OF ALL PLANTS AND CONTINUE UNTIL ONE YEAR
AFTER STATE ACCEPTANCE.
MAX. PONDING DEPTH
PROPOSED GRADE)
; •..; •.:
•_::. L CCH
3" MULCH
3:1 MAX
p PLANTING
2.5' SOIL MEDIA
• MULCH TO BE SHREDDED
AS NOTEDElm
HARWOOD OR HARDWOOD CHIPS
8 4
3' PEA GRAVEL
BI THE NTI RECOMMENDED
BIORETENTION SOIL MIXTURE IS
GRAVELO
12" WASHED GRAVEL
GENERALLY CLASSIFIED AS LOAMYMIN
SAND ON THE USDA TEXTURE
TRIANGLE. NTH THE FOLLOWING 6' PERFORATED HDPE TO
COMPOSI110N PER THE VA DEG DAYLIGHT O 1%
1/2" - 2'
STORMWATER DESIGN WRAPPED IN FILTER FABRIC
WASHED
SPECIFICATIONS NO.9
GRAVEL
-85% TO an SANG
-8% 7012% SOIL FINES AND MODIFIED DETAIL FOR
-3% TO 59 ORGANIC MATTER BIORETENTION AREA X-SECTION
BMP 5
(NOT TO SCALE)
BIORETENTION AREA
EXISTING GROUND GRASS
12" MAX. PONDING DEPTH
�i TIIC�i_fIM
—
AJ,YJaYT
q
PROPOSED GRADE
3:1 MAX
• MULCH TO BE SHREDDED
HARWOOD OR HARDWOOD CHIPS
•• THE RECOMMENDED
BIORETENTION SOIL MIXTURE IS
GENERALLY CLASSIFIED AS LOAMY
SAND ON THE USDA TEXTURE
MULCH
5 SOIL MEDIA
PEA GRAVEL
�2" WASHED GRAVEL
TRIANGLE. PATH THE FOLLOWING 6" PERFORATED HDPE TO
COMPOSITION PER THE VA DEG DAYLIGHT O 1%, 1/2" - 2'
STORMWATER DESIGN WRAPPED IN FILTER FABRIC WASHED
SPECIFICATIONS NO.9 GRAVEL
-8X%TO 1MSAvIRM AND MODIFIED DETAIL FOR
-3% TO 5% ORGANIC MATTER BIORETENTION AREA X-SECTION BMP 6
(NOT TO SCALE)
Bioretention Basin Adjacent to a Drainage Swale
. aN`/
y 0
BIORETENTION AREA LIMIT
A
IILOW CONCRETE'
CHECK DAM
3:1 MAX.
(TYP•)�
�x IN
Proposed Glrad
Imo---- BIORETENTION AREA
MAX. PONDED
WATER DEPTH
INCHES)
SECTION A —A'
(NOT TO SCALE)
it-5.DWG
NOTES:
1. PLANTING SOILS SHALL BE PLACED IN MAXIMUM 12" OR
LESS LAYERS AND SHALL BE LIGHTLY COMPACTED.
1
BIORETENTION AREA PLANTING SPECIFICATIONS
1. ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING
TRANSPORT FROM THE SOURCE TO THE JOB SITE AND UNTIL PLANTED
2. WALLS OF PLANTING PIT SHALL BE DUG SO THAT THEY ARE VERTICAL
3. THE DIAMETER OF THE PLANTING PIT MUST BE A MINIMUM OF SIX INCHES
(6") LARGER THAN THE DIAMETER OF THE BALL OF THE TREE
4. THE PLANTING SHALL BE DEEP ENOUGH TO ALLOW 1/8 OF THE OVERALL
DIMENSION OF THE ROOT BALL TO BE ABOVE GRADE. LOOSE SOIL AT THE
BOTTOM OF THE PIT SHALL BE TAMPED BY HAND.
5. THE PLANT SHALL BE REMOVED FROM THE CONTAINER AND PLACED IN
THE PLANTING PIT BY LIFTING AND CARRYING THE PLANT BY ITS' BALL
NEVER LIFT BY BRANCHES OR TRUNK)
6. SET THE PLANT STRAIGHT AND IN THE CENTER OF THE PIT SO THAT
APPROXIMATELY 1/8 OF THE DIAMETER OF THE ROOT BALL IS ABOVE
THE FINAL GRADE.
7. MAKE SURE PLANT REMAINS STRAIGHT DURING BACKFILLING PROCEDURE.
8. NEVER COVER THE TOP OF THE BALL WITH SOIL. MOUND SOIL AROUND
THE EXPOSED BALL.
9. TREES SHALL BE BRACED BY USING 2" BY 2" WHITE OAK STAKES.
STAKES SHALL BE PLACED PARALLEL TO WALWAYS AND BUILDINGS.
STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE
BALL. UTILIZING HOSE AND WIRE THE TREE IS BRACED TO THE STAKES.
10. BECAUSE OF THE HIGH LEVELS OF NUTRIENTS IN STORMWATER RUNOFF
TO BE TREATED, BIORETENTION BASIN PLANTS SHOULD NOT REQUIRE
CHEMICAL FERTILIZATION
PLANTING DATE GUIDELINES
BALLED AND BURLAPPED AND CONTAINERIZED TREES AND SHRUBS SHOULD BE
PLANTED BETWEEN MARCH 15 AND JUNE 30 OR BETWEEN SEPTEMBER 15 AND
NOVEMBER 15. GROUND COVER EXCLUDING GRASSES AND LEGUMES CAN
FOLLOW THE TREE AND SHRUB PLANTING DATES. GRASSES AND LEGUMES
TYPICALLY SHOULD BE PLANTED IN THE SPRING OF THE YEAR.
TOP ELEV 4"
2 R 8"
FLOW
2,
• . • d
-.�• v d •. i
A - -
_ .:
�. d
CONCRETE CHECK DAM
(MODIFIED/DRY CC-6)
Maintenance/Inspection Guidelines
The following maintenance and inspection guidelines are not intended to be all inclusive. Specific
Facilities may require additional measures not discussed here.
A schedule ofrecommended maintenance for bioretention areas is given in Table 3.11-5. The table
gives general guidance regarding methods, frequency, and time of year for maintenance.
Plantine Soil
Urban plant communities tend to become very acidic due to precipitation as well as the influences
of storm water runoff. For this reason, it is recommended that the application of alkaline, such as
limestone, be considered once to twice a year. Testing ofthe pH ofthe organic layer and soil, should
precede the limestone application to determine the amount of limestone required.
Soil testing should be conducted annually so that the accumulation of toxins and heavy metals can
be detected or prevented. Over a period of time heavy p p vy metals and other toxic substances will tend
to accumulate in the soil and the plants. Data from other environs such as forest buffers and grass
swales suggest accumulation of toxins and heavy metals within five years of installation. However,
there is nq methodology to estimate the level oftoxic materials in the bioretention areas since runoff,
soil, and plant characteristics will vary from site to site.
As tDetoxicsubstancesaccumulate,theplantbiologicfunctionsmaybecomeimpaired,andtheplant
rhay experience dwarfed growth followed by mortality. The biota within the soil can also become
void and the natural soil chemistry may be altered. The preventative measures would include the
removal ofthe contaminated soil. In some cases, removal and disposal ofthe entire soil base as well
as the plant material may be required.
Mulch
Bioretention areas should be mulched once the planting of trees and shrubs has occurred. Any
ground cover specified as plugs may be installed once the area has been mulched. Ground cover
established by seeding and\or consisting of grass should not be covered with mulch.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
LEGEND
FINISHED GRADE AT CIL
— — — — — — — — — EXIST. GROUND AT C/L
SCALE:
HORIZONTAL: 9 " = 50'
VERTICAL: I' = 5'
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0610212022 PER COMMENTS ;
in
m
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0
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01-24-2022 J "
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BIORETENTION AREA LIMIT
A
IILOW CONCRETE'
CHECK DAM
3:1 MAX.
(TYP•)�
�x IN
Proposed Glrad
Imo---- BIORETENTION AREA
MAX. PONDED
WATER DEPTH
INCHES)
SECTION A —A'
(NOT TO SCALE)
it-5.DWG
NOTES:
1. PLANTING SOILS SHALL BE PLACED IN MAXIMUM 12" OR
LESS LAYERS AND SHALL BE LIGHTLY COMPACTED.
1
BIORETENTION AREA PLANTING SPECIFICATIONS
1. ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING
TRANSPORT FROM THE SOURCE TO THE JOB SITE AND UNTIL PLANTED
2. WALLS OF PLANTING PIT SHALL BE DUG SO THAT THEY ARE VERTICAL
3. THE DIAMETER OF THE PLANTING PIT MUST BE A MINIMUM OF SIX INCHES
(6") LARGER THAN THE DIAMETER OF THE BALL OF THE TREE
4. THE PLANTING SHALL BE DEEP ENOUGH TO ALLOW 1/8 OF THE OVERALL
DIMENSION OF THE ROOT BALL TO BE ABOVE GRADE. LOOSE SOIL AT THE
BOTTOM OF THE PIT SHALL BE TAMPED BY HAND.
5. THE PLANT SHALL BE REMOVED FROM THE CONTAINER AND PLACED IN
THE PLANTING PIT BY LIFTING AND CARRYING THE PLANT BY ITS' BALL
NEVER LIFT BY BRANCHES OR TRUNK)
6. SET THE PLANT STRAIGHT AND IN THE CENTER OF THE PIT SO THAT
APPROXIMATELY 1/8 OF THE DIAMETER OF THE ROOT BALL IS ABOVE
THE FINAL GRADE.
7. MAKE SURE PLANT REMAINS STRAIGHT DURING BACKFILLING PROCEDURE.
8. NEVER COVER THE TOP OF THE BALL WITH SOIL. MOUND SOIL AROUND
THE EXPOSED BALL.
9. TREES SHALL BE BRACED BY USING 2" BY 2" WHITE OAK STAKES.
STAKES SHALL BE PLACED PARALLEL TO WALWAYS AND BUILDINGS.
STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE
BALL. UTILIZING HOSE AND WIRE THE TREE IS BRACED TO THE STAKES.
10. BECAUSE OF THE HIGH LEVELS OF NUTRIENTS IN STORMWATER RUNOFF
TO BE TREATED, BIORETENTION BASIN PLANTS SHOULD NOT REQUIRE
CHEMICAL FERTILIZATION
PLANTING DATE GUIDELINES
BALLED AND BURLAPPED AND CONTAINERIZED TREES AND SHRUBS SHOULD BE
PLANTED BETWEEN MARCH 15 AND JUNE 30 OR BETWEEN SEPTEMBER 15 AND
NOVEMBER 15. GROUND COVER EXCLUDING GRASSES AND LEGUMES CAN
FOLLOW THE TREE AND SHRUB PLANTING DATES. GRASSES AND LEGUMES
TYPICALLY SHOULD BE PLANTED IN THE SPRING OF THE YEAR.
TOP ELEV 4"
2 R 8"
FLOW
2,
• . • d
-.�• v d •. i
A - -
_ .:
�. d
CONCRETE CHECK DAM
(MODIFIED/DRY CC-6)
Maintenance/Inspection Guidelines
The following maintenance and inspection guidelines are not intended to be all inclusive. Specific
Facilities may require additional measures not discussed here.
A schedule ofrecommended maintenance for bioretention areas is given in Table 3.11-5. The table
gives general guidance regarding methods, frequency, and time of year for maintenance.
Plantine Soil
Urban plant communities tend to become very acidic due to precipitation as well as the influences
of storm water runoff. For this reason, it is recommended that the application of alkaline, such as
limestone, be considered once to twice a year. Testing ofthe pH ofthe organic layer and soil, should
precede the limestone application to determine the amount of limestone required.
Soil testing should be conducted annually so that the accumulation of toxins and heavy metals can
be detected or prevented. Over a period of time heavy p p vy metals and other toxic substances will tend
to accumulate in the soil and the plants. Data from other environs such as forest buffers and grass
swales suggest accumulation of toxins and heavy metals within five years of installation. However,
there is nq methodology to estimate the level oftoxic materials in the bioretention areas since runoff,
soil, and plant characteristics will vary from site to site.
As tDetoxicsubstancesaccumulate,theplantbiologicfunctionsmaybecomeimpaired,andtheplant
rhay experience dwarfed growth followed by mortality. The biota within the soil can also become
void and the natural soil chemistry may be altered. The preventative measures would include the
removal ofthe contaminated soil. In some cases, removal and disposal ofthe entire soil base as well
as the plant material may be required.
Mulch
Bioretention areas should be mulched once the planting of trees and shrubs has occurred. Any
ground cover specified as plugs may be installed once the area has been mulched. Ground cover
established by seeding and\or consisting of grass should not be covered with mulch.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
LEGEND
FINISHED GRADE AT CIL
— — — — — — — — — EXIST. GROUND AT C/L
SCALE:
HORIZONTAL: 9 " = 50'
VERTICAL: I' = 5'
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DATE ITEM w
0610212022 PER COMMENTS ;
in
m
c
3
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CL
0
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DATE \
01-24-2022 J "
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SCALE c
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BRIAN C. MITCHELL, P.E. o
'rn
DESIGNED BY v
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c
0
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20140065 .3
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SHEET #
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BRIAN C. MIWCHELI
Lic, No, 035724
A 0610212022
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DATE ITEM w
0610212022 PER COMMENTS ;
in
m
c
3
H
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CL
0
. a
DATE \
01-24-2022 J "
rn
SCALE c
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PROJECT MANAGER O
BRIAN C. MITCHELL, P.E. o
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DRIVE
PROFILE
52
25 M
H DESIGN
PEED
C
EST l
VAL
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FFIN
aGo
N
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G K
VALUE
26
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155
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STA:
23+65.9f
+
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LEGEND
FINISHED GRADE AT CIL
— — — — — — — — — — — EXIST. GROUND AT CIL
SCALE:
O
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102 2022 PER COMMENTS
in
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3
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r
01-24-2022
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PROJ.# c
20140065 .3
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C - 7� JJ
CLIFFSTONE
BOULEVARD PROFILE
500—
25 MPH
DE
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22+2
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IN CREST
VALUE
1
HI
N PTA:
4.
1+75. 84.
6
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PM E
:484.54
HIGH PT
STA: 1
84.30
MINSO:
155
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HIGH P
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PA S
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ao
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A:15+0
LOW PT STA:
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LOW PT ELEV.
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23 00
2
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2
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00
LEGEND
FINISHED GRADE AT CIL
EXIST. GROUND AT CIL
SCALE:
O
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ITE ITEM w
102 2022 PER COMMENTS ;;
in
3
0
w
0
T
N
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DATE
r
01-24-2022
SCALE
AS SHOWN
o
r
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
cc.N
v
DESIGNED BY
BCM / LEN
r
CHECKED BY
a
0
EXIST. GROUND 50' RT OF CIL
EXIST GROUND 50' LT OF CIL
HORIZONTAL: 1?) = 50'
VERTICAL: > " = 5'
PROJ.# c
20140065 .3
0
STEEP ROCK PLACE
PROFILE
25 MPH DE
1GN
PEED
IN CREST
K
VALUE.-
1
MIN SAG
K
VALUE-
26
Uffif
SSD.
155
FT
52
m
U
O
O
u
w
z
51
Y
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riinv
HIGH I
T STA. 13+25.00
HIGH
T SIVI
474.14
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P
ELEV:4
5.21
+
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LOW PT
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S7RUCIURES &PIPES IN f7LL
/ '
W C9 N
44
7+00 8+00 9+00 10400 11 00 12 00 1 00 1 00 1 00 16 00 17100 1 00 19 00 2000 21 00 22100
Station
LEGEND
FINISHED GRADE AT CIL
— — — — — — — — — — — EXIST. GROUND AT CIL
EXIST. GROUND 50' RT OF CIL
EXIST. GROUND 50' LT OF CIL
SCALE:
O
2
BRIAN C. MIWCHELI
Lic, No, 035724
A 0610212022 ,
V
C
O «
44
q ha G
rn
c
O
pal 2
U
cp
0
w Q
r _ a
I.�
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REVISIONS
tTE ITEM w
102 2022 PER COMMENTS
En
0
c
3
H
w
0
T
C
a
0
a
DATE
r
01-24-2022
SCALE
AS SHOWN
o
r
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
rn
.N
v
DESIGNED BY
BCM / LEN
r
CHECKED BY
a
c
0
HORIZONTAL: I " = 50'
VERTICAL: 1 " = 5'
PROJ.# c
20140065 .3
0
STEEP ROCK PLACE PROFILE
25 MPH
DE31GN
SPEED
IN C
EST K
VA
E.' 112
1 OW P
SM 9+62.12
MIN
VG K
VALUE
26
LOW Pr
ELEV:
503.29
MINSSD:
155
T
PM
TA:26+87.70
PM
ELEV:502.50
175.
n
N
'
N
n
+9
+
in
N
HIGH
PT STA:
24+87.
N
di
N
W
1p
52
HI
PT
505.05
65
>
w
A
+
P
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46.20
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00 2
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00 28
00 27
00 2a,
00 29
00 TM
Mn 31
Station
LEGEND
FINISHED GRADE AT CIL
— — — — — — — — — — — EXIST. GROUND AT CIL
EXIST. GROUND 50' RT OF CIL
EXIST. GROUND 50' LT OF CIL
SCALE:
BRIAN C. MIIfCHELI
Lic, No, 035724
A 0610212022 ,
V
C
O w
0
o
W q �
44
O
N
pal 2
U
O
W A
r _ a
I.� m
v1 L
O�
d
REVISIONS
ITE ITEM w
102 2022 PER COMMENTS
in
c
3
0
w
0
T
a
0
a
DATE
r
01-24-2022
SCALE
AS SHOWN
o
r
PROJECT MANAGER
0
BRIAN C. MITCHELL, P.E.
cc
.N
v
DESIGNED BY
BCM / LEN
r
CHECKED BY
a
c
0
HORIZONTAL: > " = 50'
VERTICAL: 9 " = 5'
PROJ.# c
20140065 3
0
RETREAT LOOP PROFILE
5
25 M
H DE
1GN SPEED
IN CREST
K VALUE.
1
MIN 5AG
K
VALUE-
26
MIN
SSD:
155
FT
0
HIGH
PT STj
a 11+75.92
LO
PTTA:55.65
a
51
LOW I
IT E".
484.85
HIGH
PT
V: 485. 5 LOW
PT E
. 485.19
HIGH PT
ELEV. 486.30
LOW PT
LEV: Q3.50
PM
STA:10+
.00
M STA:
1+75.0 P
STA:1
+45.87
PM S
A:13+8
40
PVI ST
:15+56.
N
NN
PV
ELEV6414.63
PM ELE
:4N.00
VI REV:
.96
PM
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0.53
109
0.13
0.76
Ill
0.17
0.51
112A
0.00
0.00
115
0.14
0.77
117
0.32
0.77
119
0.11
0.74
121
0.12
0.80
123
0.26
0.51
125
0.54
0.59
127
0.00
0.00
129
0.00
0.00
133
0.40
0.65
135
0.21
0.76
137
0.05
0.78
139
0.05
0.78
141
0.11
0.68
143
0.47
0.45
145
0.31
0.53
147
0.45
0.39
149
0.47
0.45
153
0.33
0.77
155C
0.42
0.70
155A
0.16
0.64
155
0.34
0.74
157
0.03
0.90
159
0.00
0.00
161
0.00
0.00
163
0.00
0.00
165
0.00
1 0.00
m
d\ �
8�
a� GRAPHIC SCALE
B100 0 50 100 200
8y1. c
�8,/,1
9 II 9 ( IN FEET )
a) I _e /-� 1 inch = 100 ft.
1"--100,
23
WALL TO BE DESIGNED BY
QUALIFIED PROFESSIONAL
ENGINEER AND SUBMITTED
TO THE PLANNING
DEPARTMENT FOR
APPROVAL AT THE TIME OF
- BUILDING PLAN APPROVAL
SUBDRAIN
(DRAIN TILE
WALL FENCE REQUIRED
"WHERE WALL HEIGHT IS
GREATER THAN 42 INCHES
12" MIN. COVER
OVER DRAIN FILL
SEGMENTAL
REINFORCED
RETAINING
WALL
RETAINING WALLS
x
SURFACE COLOR
�I
TO BE
COMPATIBLE
WITH
ARCHITECTURAL
STYLE OF
PROPOSED
BUILDINGS.
ALTERNATIVE WALL
MAY BE SUBSTITUTED IF APPROVED
BY THE PLANNING DEPARTMENT
SEGMENTAL REINFORCED RETAINING WALL
OR APPROVED EQUAL
NOT TO SCALE
6" BEND FOR
4"x4" DOWNSPOUTS
CONCRETE
SPLASH BLOCK
FINISHED GROUND
BUILDING WALL
TYPICAL SPLASH BLOCK DETAIL
NOT TO SCALE
4" X 4"
SALT TREATED
POST
8-TO 12"I
B"TO 12"I
B"TU 12"I
CG-6
201.03
1 of
1
CG-12
203.08
4 of
5
WP-2
303.02
1 of
1
SL-1
106.14
1 of
1
PB-1 107.1 1 of 4
CD-1 108.4 1 of 1
VDOT STANDARD DETAILS
8' MAXIMUM
20"
20" 15"
MIN.
TEMPORARY
Mh7 SIGN
24" X 12"
END
24 X IV'
TYPE III BARRICADE TRAFFIC BARRICADE
NOT TO SCALE
THIS STREET IS INTENDED
TO CONNECT TO THE
ADJACENT PROPERTY IN THE
EVENT OF REDEVELOPMENT
FOR MORE INFORMATION CONTACT
YOUR LOCAL VDOT OFFICE
VIRGINIA DEPARTMENT OF TRANSPORTATION
R/W
&VARIES
B'
, H
5' SIDEWALK
ROAD TYPICAL SUCTION
61'
B'
H
1
RESIDENTIAL STREETS:
LEWIS AND CLARK DRIVE (STA.19+25-END)
STEEP ROCK PLACE
STEEP ROCK COURT
RETREAT LOOP
CLIFFSTONE BOULEVARD (END-STA.23+53)
HEADLAND CO UR T
RIPARIAN COURT
CLIFF VIEW COURT
NOT TO SCALE
PA VEMENT DETAILS
STEEP ROCK COURT
RETREAT
LOOP
HEADLAND
COURT
RIPARIAN
COURT
CLIFF VIEW
COURT
STUB STREET SICNACE NOT TO SCALE
(INFILL DEVELOPMENT)
NOT TO SCALE
1.5" SM-9.5 A
3"IM 19A
(CLEAR SPACE) 6" 21 B
�•s' s' AGGREGATE BASE
CONCRETE TO BE 4.
CLASS A3
4" 21B
-- CLIFFSTONE BOULEVARD (END-STA.23+53)
SIDEWALK DETAIL NOT ro SCALE
NOT TO SC4LE
LEWIS AND CLARAf DRIVE
FROM STA: > 9f 25 TO STEEP ROCZ PLACE
NOT TO SCALE
R/W
5' SIDEWALK
&VARIES
ROAD DESIGN WORKSFTEET
PROJECT. North Pointe Subdivision Section 2 DATE: _ _2022
DFSCRIPTIOY. Residential LEIFISAAD CLARA" DRII "E
Step t: Dole due Design ADT Step2: Deterndne Design CRR RFand SSV
AM 1,050 Sample # CRRr Resiliency Factor RF
%HCV=100 X HCN /AD'I 5 N 1 Source Value
FI"1'=20 XHCN 1050 N2 ' table I
Design ADT=>of ADTm FPT loco 43 Appl I
CBR 4 DAIF RF
Design Value 27 Value LSed 1
CBRD xRF= SSV
2.7 1 2.7
Ste 3: Pavement Desi n
DR rrmn Appendix H= 2259
Description of Proposed Pavement Section
Aaterial Notation
Thickness,h
a
(ash)
Surface
SAI-9.5A Bitundnous Concrete
2
2:25
4.50
Intermediate
Ibl-19.0A As phalt Concrete
2
2.25
4.50
Base
BNI-25.0 Bitundnous Concrete
4
2.25
9
Subbase
21-11 Untreated Aggregate
8
0.6
4.9
22.80
DESIGNSTATUS= OK
PROJECT :North Pointe Subdivision Section 2 DATE; i /2022
DESCRIP770N. Residential CLIEPSTONE BOULEVARD
Slept: Determine Design ADT Step2: Determine Design CBR, RFand SSN
ADT 570 m Saple # CBRT Resiliency Factor RF
%HCV = 100 X HCV/ADT 5 At Source Value
EPT=20XHCV 570 42 Table
Desig..ADT=>ofADT or FPT 570 43 Appl l
CBR 4 DME RF
Des ign Value 27 Valuelhed I
CBRD xRF= SSV
2.7 1 2.7
Step3: Pavement Design
DR From Appendixes= I5.25
Description of Proposed Pmement Section
Material Notation
Thickuess,h
a
(axh)
Surface
SM-9.5A Bituminous Concrete
LS
2.25
338
Rase
IM-19.OA As phalt Concrete
4
1 2.25
1 9
Subbase
21-RUntreated Aggregate
6
1 0.6
1 3.6
15.98
DESIGN STATUS= OK
PROJECT :North Pointe Subdivision Section 2 DATE: / /2022
DESCRIP770N. Residential S'IEEP ROCK PLACE
StepL Determine Design ADT Ste 2: Determine Design CBR, RFand SSV
Resiliency Factor RF
ADT 650 Sample#RRF
%HCV=too X HCV/AD'f 5 N1Source Value
FPT=20XHCV 650 42Table
Des ign ADT of ADT or FPT 650 43Appl I
CRR DME RF
Design ValueValue Bed 1
CBRD SSV
2.72.7
Ste 3: Pavement Desi n
DR From Appendis 1 12.6
Description of Proposed Pavement Section
Material Notation
Thickm•ss,h
a
(ash)
Surface
SM-9.5A Bitundnous Concrete
1.5
225
338
Rave
INF79.OA ,4s phalt Concrete
1 2,25
1 675
Subbase
21-RlJntreated Aggregate
6
1 0.6
1 3.6
13.73
DESR7,V S'T4 TUS = OK
PROJECT :North Pointe Subdivision Section 2 DATE: / /2022
DESCRIP770N. Residential RETREAT LOOP
Step]: Determine Design ADT Ste P 2: Deterndne Design CRR, RFand SSV
ADT 320 Sample C'BRr Resiliency Factor RF
%IICV=100 X HCV/ADT 5 # 1 Source Value
EPT=20XIICV 320 42 Table
Des ign ADT =>ofADT or EPT 320 43 Appl I
CBR 4 DME RF
Design Value 27 Value l'sed I
CRRD xRF= SSV
2.7 1 2.7
Step3: Pavement Design
DR From Appendixes= 8.7
Description of Proposed Pavement Section
Ylaterial Notation
Thickness, It
a
(axh)
Surface
SNIA.5A Bitundnous Concrete
1.5
1.67
2.51
Base
Ml19.OAX, Vhalt Concrete
2
1.67
1 3.34
Subbase
21-B Untrealed ggrc ate
6
1 0.6
13.6
9.45
DESI7NST-4 TUS= OK
PROJECT: North Pointe Subdivision Section 2 DAM: / 12022
DESCRIP770N. Residential STEEPROCK COURT, HEADL4ND COURT,
R1P,4RI4N COLsRT, & CLIFP VIEW COURT
Step]: Determine, Design ADT Stcp2: Deterndne Design CDR, RF and SSV
ADT 60 Sample# C'BRr Resiliency Factor RF
%ACV=100 X HCV/ADT 5 41 Source Value
FPT=20XHCV 60 42 Table
Des ign ADT =>ofADT or ITT 60 43 Appl 1
CBR 4 DAIF.RF
Design Value 2.7 Valuellsed 1
CBRD sRF= SSV-
2.7 1 2.7
Step3: Pasment Design
DR From Appendix es= 13.6
Description of Propos ed Pavement Section
MatcriA Notation
Thickness,h
a
Iaxh)
Surface
SM-9.SA Bituminous Concrete
1.5
225
338
Rave
IIVI-19.OA Asphalt Concrete
225
6,75
Subbase
21-111nvented Aggregate
6
1 0.6
1 3.6
13.73
DESIGNSTATUS= OK
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BRIAN C. M CHELL
o
Lie No. 035724
0 0610212022
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610212022 PER COMMENTS
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DATE
01-24-2022
m
SCALE
NO SCALE
o
t
In
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
rn
DESIGNED BY
BCM / LEN
t
p
CHECKED BY
PROJ.Ij' c
20140065 3
0
SHEET ,¢' �
C - 9 r
H
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
624" IN 6„ INITIAL BACKFlLL U6"
MIN MIN.BEDDING
8 STONE
* STABLE SOIL ROCK
• SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
a I INITIAL BACKFlLL 4 MI
UNSTABLE 8" e" e" e'
S01 L
MIN
�
MIN. MIN MIN. - #68 STONE
z GRANULAR FILL AS
APPROVED BY ACSA t" \
S A L I CK 4 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
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
FRAME & COVER
SEE FIG. S-I-D, E
STREET SURFACE OR
ON -PAVED AREA
SLOPED AREA
V-0" MAX " ' 2'-0" RUBBER COATED STEEL STEPS
CASTIN PLACE
PRECAST REINFORCED CONCRETE
°. SECTIONS WITH "0" RING SEALS
OR APPROVED EQUAL
S-0" MIN THE DROP CONNECTION SHALL BE
DUCTILE IRON PIPE (GLASS 50)
5" SACKFILLED IN 6" LAYERS AND
J1� COMPACTED BY HAND TAMPERS OR
12" MIN* BACKFlLLED WITH SELF -COMPACTING
16" MAX STONE
MINIMUM ELEVATION DIFFERENCE
VARI 12"MIN 12-MIN 4 ACROSS M.H. FROM INLET TO
OUTLET SHALL BE 0.20 FEET
A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN
• INLET & OULET PIPE SHALL BE
Z. A •' f 'r PROVIDED•
3/4 DIA OF LARGEST
PIPE IN MANHOLE
�MINVDING WITH NO. 68 STONE
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES
3. ALL JOINTS, LIFT HOLES. INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
4, SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
DESIGN ON SEWERS WITH STEEP SLOPES.
TYPICAL MANHOLE WITH DROP CONNECTION
NTS
FIG. S-I-c
TD-29
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
Al
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN
2' TO 10'
(2701
16"-22(LVE
7 CU. FT.
BO
#68 STONEI
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 6"
45
2.00
2.25
2.80
0.15
2.00
2.25
2.50
0.15
221/2
1.50
2.00
2.52
0.10
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8.
45
2.66
2.66
2.77
0.26
221/2
1.66
2.16
2.69
0.13
3.16
2.91
2.68
0.32
11 1/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 12"
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
221/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
TD-3
�E
;2f \ E
P� 9� g6 o
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NIX
INS
z
(� oEgc $E,
Q n m Ej U
w
y5 � Ez M. G)
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E u n E
4 E
:Eo2 �G
z
O
E
07
of ED
I LL
A I
TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG 8-1-D
TD-31
..... .....i,
BASE P.S.I. CONCRETE BASE AND THRUSTil=p
(\\VIE}
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED OR W WHEN RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD-8
z
a
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
v TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
T M.J. GATE VALVE
WATER LINE
Nr
I
2500 P.S.I.
CONCRETE E A 2'x 2' BEARING AREA.
THRUST BLOCK ,4
4
a v
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
4" DIAMETER BRANCH VALVE BOX
AND VALVE
M.J. PLUG
VARIES
WATER MAIN
RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE "B")
VARIES THREADED COUPLING
PVC NIPPLE AND CAP
PVC SLEEVE or
o BRASS NIPPLE AND CAP
LUBRICATE ALL THREADS
THRUST BLOCK METER BOX (SEE FIG. W-7)
VALVE
NO. 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
GRADE ALLOWS
• VARIES VARIES 2" PVC OR BRASS
`\\\ PIPE
`WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME SIZE PLUG
DEAD END
(TYPE "A")
TYPICAL BLOW -OFF ASSEMBLY
NTS
FIG. W-8
SLOPED AREA RUBBER COATED STEEL STEPS
FRAME COVER CAST IN PLACE
SEE FIG. S-1-0, E
PRECAST REINFORCED CONCRETE
SECTIONS WITH "ON RING SEALS
OR APPROVED EQUAL
V-0" MAX 2'-D" ..•
® > A FITTING MAY BE REQUIRED
a WITH ACSA APPROVAL
THE DROP CONNECTION SHALL BE
N-O" MIN , • e DUCTILE IRON PIPE (CLASS 50)
•� BACKFILLED IN 6" LAYERS AN
OO
5" COMPACTED BY HAND TAMPERS OR
BACKFILLED WITH SELF -COMPACTING
11t o STONE.
16 MAX . ' MINIMUM ELEVATION DIFFERENCE
A ACROSS M.H. FROM INLET TO
OUTLET SHALL BE 0.20 FEET
12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH
VARI TRANSITION OF FLOW BETWEEN
.• INLET & OULET PIPE SHALL BE
"• PROVIDED.
A
Al .• �� FITTING DIMENSION VARIES WITH SLOPE
r . A.
3/4 DIA OF LARGEST
PIPE IN MANHOLE
MIN. 6" BEDDING WITH NO. 65 STONE
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS
2. THE CONSULTANT SHALL 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 DROP CONNECTION
WITH STEEP INCOMING SLOPE
NTS
FIG. S-1-Cl
Tn-29
TD-19
TD-9
AIR RELEASE VALVE
BRASS OR BRONZE PIPE -
BRICK SUPPORTS OR
SOLID CEMENT BLOCKS
MIN. 60' DIAMETER MANHOLE
a REQUIRED.
RE CMR. STEP
aY V NATUPVC CROSS
\a E%IHLE RD USE APPROVED FL
HBER
y
GASKETED
eDDr. d
o=
0
f
STOP LDDPLDIG
.� PIPE STRAPS -� %. 3f" PIPE
(STAINLESS STEEL) -•:��.
p " SPACED EVERY
` e 2' VERTICALLY �(• }.�a1�
90' RESTRAINED BEND '4
sMER
INFLUENT
A• •� PIPE
.•: .. �.- Haut
* PPE
PLAN
PROFILE
MI 6' BEDDING WITH NO. 6B STONE
1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO
(2) FEET.
2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZEDTHE SAME AS THE INCOMING PIPE AND CONNECTED TO
THE DROP FITTING WITH STANDARD GASIRTIOINT.
3. VERTICAL DROP PIPESHALL BE STRAPPED TO THE MANHOLE AT PIPEJOINTS. STRAPS SHALL BE MADE OF
STAINLESSSTEEL
4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT
TO SPRING LINE OF MANHOLE INVERT.
S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT45 DEGREES, INTO THE FLOW.
6. VERTICAL DROP PIPE SHALL BE INSTALLED AT90 DEGREES FROM THE ACCESS STEPS.
7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE 10' OR 12" DIAMETER DROP CONNECTION, OR
TWO B" DIAMETER DROP CONNECTIONS.
STANDARD INTERNAL DROP CONNECTION
N.T.S.
FIG. S-1-C2
TD-30
SOFT
STOP
1 1/H BOND
DUAL SERVICE
SINGLE SERVICE
NOTE
1) SADDLES SHALL BE USED ON PAC PIPE
" ^'IMPRESSION . J/l' WALE %PE COUPLING
PPROMD EQUAL
FOR USE ON ATTACHED SNGLE FAMILY
RESIDENT& SERMCES OR DUAL RESIDENTIAL
AND IRRIGATION SFAMCES
r
R.
" ^'IIIPISSSIM " 3/4 MALE PPE COUPIINO
PPROVED EWAL
FOR USE ON DETACHED SNUE FAMILY
RENOwDAL SORMCE WERE AN IRRIGATION
METER Is NOT PROMDED.
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-6A
TD-10
GRADE
GATE
STONE
NOTES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WAT�RUNES SMALLER THV 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER
LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
M-20
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERMCE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MULE-
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1/4" PER FOOT )
�Q
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER Or IV.
S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND
2 x 4
MARKER
PLUG END OF -
MAN LINE, I SERVICE LATERAL
IN LINE WYE-TEE
PLAN
VARIES
Q
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
EMBEDMENT 8"MIN
SPRING LINE O
OF PIPE
NO. 68 STONE - -
REMAINING BACKFlLL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INITIAL BACKFlLL+'
(6" LIFTS)
• THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" min
-FOUNDATION SHALL BE
REWIRED MEN SOIL
,CONDITIONS ARE UNSTABLE
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE'
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. 5-3
ANCHOR EXTENDS INTO SIDE OF DITCH
DITCH 16" MIN.
LINE
VARIES
D.I. PIPE
2500 PSI CONCRETE
PLAN
I n
O
Z
D.I. PI
GRADE SPACING
20X TO 35% NOT OVER 38'
35% TO 50% NOT OVER 21V
50% OR GREATER NOT OVER 16'
S(0pe
PROFILE
TYPICAL ANCHOR DETAIL FOR
SEWERS ON GRADES 20% AND GREATER
N.T.S
FIG. S-4
ANCHOR NO. 1 AT
FIRST JOINT ABOVE
MANHOLE
ROADWAY It
• I
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A
PAVEMENT m-
- 36' MIN.
36, MIN COATED STEEL BAND OR STAINLESS
0,25' MIN, THICKNESS STEEL CASING (BAND OR
'
STEEL CASING _ 1 1 12• CONCRETE FILL
BOTH ENDS
I
i
I .
2'-0' 2'-0_I 7' DR 8' 17' OR 8' 2'-0' I �2_'--0-I
DUCTILE IRON PIPE L` SB' OR 20' .A]➢NT OF ILL �I
(RESTRAINED JOINTS} 1
NOTE: 1. STEEL CASING TO EXTEND 70 BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF
PAVEMENT, WHICHEVER IS GREATER.
2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL.
3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINF DF PIPE,
SEWER
TYPICAL STEEL SLEEVE INSTALLATION
UNDER ROADWAYS
N.T.S
FIG. S-5
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PRITCHETT LANE — PLANTING CONCEPT — 30' BUFFER PLANTING DETAIL
OVERALL LENGTH ±1925 FEET
BUFFER PLANT SCHEDULE
sW9W
=R.
W'w
jr—KaMRA
BOTANICAL NAME
COMMON NAME
SPEC,
REMARKS
mil!
,
lf�Aa
®
RM
13
Aar rubrum
RED MAPLE
(Mh)
NIA
7N/A
4W-50'
25'-4O'
Bie
Spwknw DwIduous Tres
TP
13
Udodmdm hA4Hara
TAP POPLAR
(Mh)
N/A
7W-9W
35'-50'
BBB
Spwknm DaIdums Tm
®
SM
13
Aas eaahmm
SUGAR MAPLE
(h)
N/A
N/A
OW-75'
4o'-50'
B38
Spsainm D.iduas Tm
WO
13
Cu. tlea
MITE OAR
(ARM,)
N/A
N/A
50'-80'
5W-e0'
B&B
SpmYnm DwWum Tm
Mr.
®
BE
3
Npw sywl'xw
BUCK WN
(25,
NIA
N/A
35'-50'
20'-30'
Bk8
SubomapY Tm
C
$8
13
Amelwchlw oawdmeb
SERNCEHERRY
(ARMr
N/A
N/A
15'-25
15-25
B!B
SuS=opY Tm
®
P
13
DMypv Mrginima
PERSIMMON
(Mbl.)
N/A
N/A
35-80'
25-35'
B88
SuMamopy Tm
®
RB
13
Cade anadmeN
IEl=
(Yb•)
N/A
N/A
20'-30'
20'-30'
B!8
FW m1ng Tm
5H
13
Carp owls
SHAGBARK HICOIIY
(Min.)
N/A
N/A
70'-90'
W-70'
B&B
nowwIng Tres
y®
/
ED
13
Comus BarNa
FL
FLOWERINGDOGWOOD NME
Appala h D
2.V
(Min.)
N/A
N/A
15'-20'
1 5'-2G,
BM
NoNeMg Tr"
[III/•���Iy
RC
13
Junipams vFgFNna
EASTERN RED CEDAR
(Mk)
N/A
N/A
15'-20-
15-20'
B&B
Ewrga Tm
Wp
28
PAws s4obus
WHITE PINE
(Min.)
NIA
N/A
50'-80'
20'-4G
B&B
Evergreen Tm
Goo
ABM
28
Woman dmtahm'CAMtam'
ARROWRWD'Blw MutBn'
N/A
NIA
N/A
5'-7'
5'-7'
2GAL
Shrub
BH
28
VRwmum pmlWlum
SACK HAW
N/A
N/A
N/A
12'—IS'
12'-15'
2 GAL
grub
NB
28
WMemsen Imtogo
NANNY BERRY
N/A
N/A
N/A
10'-25'
10'-15'
2 GAL
Shrub
WA
28
HamamMis *Gnkna
WTCH HAS
N/A
NIA
N/A
15'-20
15'-20'
2 GAL
9nE
®
S5
52
Rhus tlphW
STAGHdW SUMAC
N/A
N/A
N/A
15-20'
2T—W
2 GAL
Shrub
0
C.C.
--
Amia maknow"
�
N/A
N/A
N/A
N/A
N/A
1 GAL
Gmund C.
a�Y
GC.
--
Mews ara Uw
ERACNANT SUMAC
N/A
N/A
N/A
N/A
N/A
1 GAL
Gmnd Cover
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LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WALL NEED TO BE MAINTAINED IN \\
AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE
PEDESTRIANS. THE HOA WILL BE RESPONSIBLE FRO THE MAINTENANCE OF SIGHT LINES.
CONCEPTUAL STREET TREE PLANT SCHEDULE
SYMBOL
ABER
Tarts
BOTANICAL NAME
COMMON NAME
WE
WM
EE
SPEC.
REMARKS
aMWt
IFIMR
9iAFA0
8�M
59
Aar mbum 'Autumn Wao
AUNW GLAZE RFD HARE
N/A
N/A
/02.5"'-50'
25'-AO'
B&S
dOF CtJRB : ONE TREE PER 50 IT
(MAR.)
LOCATION DNEPEEEXA ON
UTILITY LOCATIONS
d: ONE TREE PER Fr
AB
59
Aar buagwvnm
TRIDENT MAPLE25
(Mh)
N/A
NIA
20'-30'
20LE '-31Y
BdB
C O
OF WRB LINE DEPENDS ON
LOCATION
CA71ONS
UTILITY LacAnaNs
AC
59
Aar ca�m4s & my
IEOff MAPLE 0ELW!)
(Mm.)
N/A
N/A
25'-3V
2W-3W
B&S
3 ONE TREE PER 30 R
WRB LINE
LOCATION DEPENDS ON
UTLITY LOCATIONS
II
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GRACE BAPTIST
BRUCE CATLETT, EMb
I I & RUTH HOHAN!
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GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
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Lic. No. 035724
q 0610212022 ,
REVISIONS
PER COMMENTS
01-24-2022
1" = 100'
PROJECT MANAGER
BRL4N C. MITCHELL, P.E.
DESIGNED BY
BCM / LEN
CHECKED BY
PROJ. j
20140065
C — 10