HomeMy WebLinkAboutSDP202100055 Plan - Submittal (First) 2021-07-07ALBEMARLE 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 (horizonw:vertical). Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
General Construction Notes for Streets (This list is in addition to the General Construction
Notes)
1. All materials and construction must be tested and documented according to VDOT
standards and specifications.
2. Surface drainage and pipe discharge must be retained within the public right-of-way or
within easements prior to acceptance. All drainage outfall easements are to be extended to
a boundary line or a natural watercourse.
3. Guardrail locations are approximate. Exact length, location and appropriate end treatments
will be field verified at the time of construction. Additional guardrail may be required at
locations not shown when, in the opinion of VDOT (for public roads) or the County
Engineer (for private roads), or designee, it is deemed necessary. When guardrail is
required, it shall be installed four (4) feet offset from the edge of pavement to the face of
guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
4. Where urban cross sections are installed, all residential driveway entrances shall conform
to VDOT CG-9(A, B or Q.
5. Where rural cross sections are installed, all residential driveway entrances shall conform to
VDOT standard 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 VDOT's video camera inspection procedure.
General construction notes for Erosion and Sediment Control plans
1. The plan approving authority must be notified one week prior to the pre -construction
conference, one week prior to the commencement of land disturbing activity, and one week
prior to the final inspection.
2. All erosion and sediment control measures will be constructed and maintained according to
minimum standards and specifications of the Virginia Erosion and Sediment Control
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control
Regulations.
3. All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off -site borrow or waste areas), the contractor shall submit a
supplementary erosion control plan to the owner for review and approval by the plan
approving authority.
6. The contractor is responsible for installation of any additional erosion control measures
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
7. All disturbed areas are to drain to approved sediment control measures at all times during
land disturbing activities and during site development until final stabilization is achieved.
8. During dewatering operations, water will be pumped into an approved filtering device.
9. The contractor shall inspect all erosion control measures periodically and after each runoff -
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control devices shall be made immediately.
10. All fill material to be taken from an approved, designated borrow area.
11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert
materials only, free of roots, stumps, wood, rubbish, and other debris.
12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
Ordinance section 5.1.28.
13. All inert materials shall be transported in compliance with section 13-301 of the Code of
Albemarle.
14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to
the hours of 7:00am to 9:00pm.
15. Borrow, fill or waste activity shall be 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
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.
2L This plan shall be void if the owner does not obtain a permit within 1 year of the date of
approval. (Water Protection Ordinance section 17-204GJ
22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after
the date the land disturbing activity commenced. (Water Protection Ordinance section 17-
207B)
General construction notes for Stormwater Management plans
1. All dams and constructed fill to be within 95 % of maximum dry density and 2% of optimum
moisture content. All fill material to be approved by a geotechnical engineer. A
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.
ORTH POINTE CLUBHOUS..
�i� 91 Q
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.com
ENGINEER
TOWNES SITE ENGINEERING
C/O BRIAN C. MITCHELL, P.E.
9850 LORI ROAD, SUITE 201
CHESTERFIELD, VA 23832
PHONE: (804) 748-9011
FAX: (804) 748-2590
E-MAIL: BM ITCH ELL®CCTOWNES.COM
SOURCE OF TOPOGRAPHY
-BOUNDARY & TOPOGRAPHY SURVEY PERFORMED
BY LOUISA AERIAL SURVEYS
DATED 01/05/2012
HORIZONTAL DATUM: NAD83
-PROPOSED TOPO FROM NORTH POINTE SECTION 1 PLANS
BY TOWNES SITE ENGINEERING
DATED 06/01/2020
HORIZONTAL DATUM: NAD83
MAGISTERIAL DISTRICT
RIVANNA
ZONING DISTRICT
PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL)
TAX MAPS/PARCELS
03200-00-00-02000 (PART OF)
03200-00-00-02300 (PART OF)
03200-00-00-023JO
03200-00-00-02910
ZONING
ZMA-2000-00009
ZMA-2013-00007
ARB APPROVAL # NOT APPLICABLE
PROJECT AREA ACREAGE 2.06 AC
RESERVOIR WATERSHED NORTH FORK RIVANNA - JACOBS RUN
FEMA MAP 51003CO145D / DATED FEB. 4, 2005 / ZONE 'X'
UTILITIES CONTACT INFO:
RAPPAHANNOCK ELECTRIC COOPERATIVE (REC) STEVE COATES
DISTRIBUTION DESIGNER
13252 CEDAR RUN CHURCH ROAD
CULPEPER, VA. 22701
PHONE: (540) 727-2116
CHARLOTTESVILLE CITY GAS PHIUP 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 preconstruction
conference shall be held with RWSA prior to the start of any work.
3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001).
4. RWSA Engineer (Victoria Fort at (434) 977-2970 act. 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 penni ssion from RWSA.
6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the
existingsystem. All doghouse manholes must be pressure -tested before a connection is made to
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the system.
7. The location of existing utilities as shown on the plans is from data available at the time of design
and is not necessarily complete or accurate. The Contractor shall be responsible for the
verification of the location, size and depth of all existing utilities, both surface and subsurface.
The Contractor shall immediately notify the Engineer of any discrepancies between the plans and
field conditions. The Contractor shall use due diligence to protect all utilities and structures firm
damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be
repaired by the Contractor to the original condition at no additional cost to the Owner.
8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without
special written permission from RWSA. No grading shall be permitted in the RWSA easement
unless permitted otherwise 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 any operative RWSA sewelines, bypass
pumping and/or pre- and post -CCTV may be required. RWSA may also require certification
from a licensed professional engineer stating that the proposed blasting will not damage any
RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to
the original condition at no additional cost to the Owner.
10. The contractor shall observe minimum separation requirements for utility crossings. When a
crossing is made under an existing facility, adequate structural support shall be provided for the
existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the
springline of the existing pipe.
11. New water main installations shall be pressure tested, chlorinated, flushed and have water
sampl es approved prior to making any permanent connection to the public water system.
Approved methods of filling and flushing new water mains will be required to prevent any
contamination of the public water system.
12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into
service.
13. No permanent structural facilities will be permitted in the RWSA easenent. This includes
building overhangs, retaining walls, footers for any structure, drainage structures, etc.
Trees are not permitted in the RWSA easement.
APPLICANTS NAME:
GREAT EASTERN MANAGEMENT
SPECIAL USE PERMIT: SP-2002-72
ZONING: ZMA-2000-00009, ZMA-2013-00007
ARB: N/A
ALL FILL AREAS TO BE INSTALLED & STRUCTURAL FILL SUITABLE FOR
ROAD OR BUILDING CONSTRUCTION & TO BE TESTED BY
GEOTECHNICAL PROFESSIONAL ENGINEER. CONCRETE SHALL BE CLASS
A-3 PAVING CONCRETE ACCORDING TO THE CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE
SPECIFICATIONS AND APPROPRIATE SUPPLEMENTAL SPECIFICATIONS.
THE CONCRETE PAVEMENT SHALL BE PLAIN JOINTED WITH A
RECOMMENDED JOINT SPACING OF 15 FEET OR CONTINUOUSLY
REINFORCED CONCRETE PAVEMENT (CRCP) IS ALSO CONSIDERED AN
ACCEPTABLE OPTION.
IN THE EVENT OF ANY DAMAGE TO, OR DISLOCATION, OR
DISTURBANCE OF ANY UNDERGROUND UTILITY LINE INCLUDING ITS
APPURTENANCES, COVERING AND COATING, IN CONNECTION WITH ANY
EXCAVATION OR DEMOLITION, THE PERSON RESPONSIBLE SHALL
IMMEDIATELY STOP EXCAVATION AROUND THAT UTILITY LINE UNTIL THE
IMPACTED UTILITY REPRESENTATIVE ARRIVES AND EVALUATES THE
DAMAGE OR DISTURBANCE.
IMPORTANT: IF A NATURAL GAS LINE IS DAMAGED RESULTING IN THE
RELEASE OF NATURAL GAS, IMMEDIATELY SHUT DOWN ANY EQUIPMENT
AND MOVE PEOPLE TO A SAFE PLACE. THEN, IMMEDIATELY DIAL 911
AND CHARLOTTESVILLE CITY GAS AT (434) 970-3800.
,
7VARlOC806AL LAND
VELOPMENT
= 268 AC
to w
0
w tnw
CiO O
\Y Z
NOT TO SCALE AIRPORT Pit
® PREVIOUS DISTURBED AREA = 66.72 AC
(WPO#201500073, WPO#201500078. WPO#)
PROPOSED DISTURBED AREA = 2.04 AC
(WP0#***)
TOTAL DISTURBED AREA = 68.78 AC
ROAD AND DRAINAGE
1
CULVERT OR STORM SEWER
(WITH STRUCTURE NO.)
EXISTING CULVERT OR STORM SEWER PIPE
Lf i,v DROP INLET & STRUCTURE NO.
O PROPOSED MANHOLE
EXISTING MANHOLE
PAVED DITCH
JUTE MESH OR SODDED DITCH
-
EARTH DITCH - GRASS LINED
- - -100 - - -
EXISTING CONTOUR
PROPOSED CONTOUR
100 -
x 10000
EXISTING SPOT ELEVATIONS
♦loom
PROPOSED SPOT ELEVATIONS
14
(T/C - TOP OF CURB)
#1
BENCH MARK & REFERENCE NO.
Sta
VDOT STANDARD STOP SIGN
LEGEND
0Xtv01:i
-;~----�- EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
T Ta SANITARY SEWER SERVICE
CONNECTIONS
120400.00 MANHOLE NO. W/ STATION OR
150500.00 COORDINATE LOCATION
WATER
- - - - - - - - - EXISTING WATERLINE
PROPOSED WATERLINE
PROPOSED WATERLINE
SERVICE CONNECTION
GATE VALVE
FIRE HYDRANT ASSEMBLY
TEE OR TAPPING SLEEVE
CROSS
BLIND CAP
I REDUCER
o BORE CROSSING
Know what's below.
Call before you dig.
MISS UTILITY DESIGN TICKET #**** & #****
CONTRACTOR SHALL CALL MISS UTILITY AT 811
PRIOR TO THE START OF CONSTRUCTION
CLUBHOUSE IS PART OF THE OVERALL
NORTH POINTE DEVELOPMENT WHICH
OBTAINED A 2009 VSMP GENERAL
PERMIT AND REISSUANCE OF A 2014
VSMP GENERAL PERMIT. AS SUCH THIS
PLAN HAS BEEN DESIGNED USING PART
IIC TECHNICAL CRITERIA OF THE VSMP
REGULATIONS. IN ADDITION, FUTURE
SECTIONS OF THE NORTH POINTE
DEVELOPMENT SHALL BE DESIGNED
UTILIZING THE PART IIC TECHNICAL
CRITERIA OF THE VSMP REGULATIONS AS
LONG AS VSMP PERMIT (VAR10C806)
REMAINS IN EFFECT, WHICH IF
REISSUANCE IS PERFORMED INCLUDES UP
TO TWO 5 YEAR PERMIT CYCLES AND AS
PER THE EMAIL CONFIRMATION FROM
JOHN ANDERSON/ALBEMARLE COUNTY
ECONOMIC DEVELOPMENT DATED
NOVEMBER 12, 2015.
EROSION
CONTROL
EROSION CONTROL DEVICES AS PER VIRGINIA
EROSION AND SEDIMENT
CONTROL HANDBOOK
STD. & SPEC.
PCE
e3.02
CONSTRUCTION ENTRANCE
SF �i7t7C
3.05
SILT FENCE
3.07 IP
INLET PROTECTION
69�
3.09
TEMPORARY DIVERSION DIKE
ST
3.13
.
TEMPORARY SEDIMENT TRAP
ROCK CHECK DAM
00000
LIMITS OF CONSTRUCTION
TS
3.31
TEMPORARY SEEDING
PS
3.32
PERMANENT SEEDING
MU
3.35
MULCHING
DC
3.39
DUST CONTROL
Cr
SITE
LOCATION MAP: 1 "=2,000'
ALBEMARLE COUNTY DEPARTMENT APPROVAL
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING/ZONING
ENGINEER
DATE
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INSPECTION
ARB O
DEPARTMENT OF FIRE & RESCUE 0
ALBEMARLE COUNTY SERVICE AUTHORITY Y
CO
MRGINIA DEPARTMENT OF TRANSPORTATION Q
HEALTH DEPARTMENT
INDEX TO SHEETS pLTH 0O
LATEST
SHEET # REVISION DATE CONTENTS OF SHEET chi v
C-1 06-08-2021 COVER SHEET BRIAN C. M CHELL
Lic, No. 035724
C-1A 06-08-2021 SPECIAL USE PERMIT AND ZMA PROFFERS 06/Oi3/2021
C-1B 06-08-2021 MODIFIED APPLICATION PLAN n
C-2 06-08-2021 EXISTING CONDITIONS & DEMOLITION PLAN FS3/ONALENG\�
C-3 06-08-2021 SITE PLAN AND UTILITY LAYOUT
C-4 06-08-2021 GRADING PLAN
C-5 06-08-2021 EROSION & SEDIMENT CONTROL - PHASE I
C-6 06-08-2021 EROSION & SEDIMENT CONTROL - PHASE II
C-7 06-08-2021 EROSION CONTROL DETAILS
C-8 06-08-2021 HYDRAULICS
C-9 06-08-2021 PROFILES
C-10 06-08-2021 DETAILS t�
C-11 06-08-2021 CBPA COMPLIANCE PLAN W
C-11 A 06-08-2021 CBPA COMPLIANCE CALCULATIONS r y
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REVISIONS
DATE ITEM
11 23 2020 PER COMMENTS
06 08 2021 PER COMMENTS
DATE
07-31-2020
BRIAN C. MITCHELL, P.E.
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AMENDED AND RESTATED
PROFFER STATEMENT
NORTH POINTE CHARLOTTES�qLLrL, LLC
ORIGINAL REZONING APPLICATION: #ZMA-2000E009, SP -2002-72
ZMA 21113-041007 N" Points Proffer Ankendmmt
Tax Map 32 Parcels: 20,20A, MAL 20A2,2OA3,29J,23,23A, 23B, 23C, 23D,23Y 23F,
23G, 23H, and 23J.
W ("PDMC")
Approximately 229 sera mned Pimed Develloppirmart - Mixed Commere
August 5,2013
With maspaid to the property described in rezoning application #ZMA-2000-09
mid SP-2002-72 (the "Original ZMA"), CWH Properties LimikdI Partnership is the fee simple
Owed and North points Chvimmville� LLC is the m�� pur&aw of Tax Map 32, Parcels
20,20A, 20A), 2DA2, 2OA3 Said 291 (the "North Pointe Propeorty"), and Viold Hill Associates,
L.LC. lathe fiess, simple o� ofTax Map 32, Panels 23,23A, 23B, 23C, 23D, 23E, 23F, 230,
23H and 23J (the 'Violet Hill Property"). The respawl parties we collocrody, rdmed to
herein as the "Ground", which � shall include my successfirs in interest The N�ffi Pointe
Property, and the Violet HUI Property Sm rollorpred to collectively as the "Property", alI of which
is the Subject of zoning loop mmdm.t application number ZMA 2013-00007 kn� in the
"ZMA A�d�t.1'
PmruEn to Section, 33.3 of due Albemarle Comty Zoning Ordi�w, Owner
hereby voluntary proffm the mditims lishad in this Andarded mid R�mted Pmffiar Statement,
which wall be applied be [be North M� Prialmorly if the ZMA Ammdmmt is approved by
Albarle County. near Conditions Am profiflarted a, part of the ZMA Amendment and it is
agands! that (1) tho ZMA Andendifirpent itself givess dim to the need for the conditim, and (2) such
conditions lime a amenable inclation to the mooning requested.
The Original ZMA, together with its associated praffiew dated July 20, 2OD6 (the
klorging Familiar Swi�nt'), waso approval by the Albemarle County Board of Supervisors on
August 2, 2006, and else included Tax Map 32, Parcel 22K (which pared 22K was at the time
comprificaj of two Separate padmis 22H suit 22K, which ban irmc bear combined law . Single
22K) which is owned by Ne�tgbborhwjd Proporras - NP, LIC (the "Neighteareashod
parcel
Incregurrism Property"). The changes rdlectical in this ZMA Amandment shall mt apply to the
NeighbcnWod Invoindisterel Property In all odw aspects, this ZMA Ameiidmmi cansfinds and
regan said inuffin, in him entirely and the Amended and Restathad Proffier Statement shall
mime to the Ulti-PgF application plan entitled "North points Coaxial prepared by
kL=cy &E Co., Architect, RE revisall through Ishosse 13. 2006 oil alimmal hairdo a Exhibit A
(the "Application PIREI and the Albemarle County Code in died as of the date of the Original
Forroffier Swt� (the "Croung, Chado'). The North Pointe Commmit, hall he rel'cnvd but as the
"Project
1. THIS SECTION INTENTIONALLY DELETED
it. ENTRANCE CORRIDOR
2.1 C�ip. of a 40LF..f Buffor lion, the Env... Courrick, Within six (6)
months ofider the acceptance by the Virginia Department of Transportation (`VDOi Of the
Road imp..aEt as defined tit Section S.3 the we Mong the northbound lattice ofU.S, Rome
29, Overser shall plant and th�fWr maintain 0 all time; a lardiscapold buffer, including
loodgerows, along the Bedroom Creditor fimmgc particle owned by Owner. The buffer will
�ig of a mirimm 401 wildc cmti�. visual 1mddmape arm dual shall be subject to
(All ifirview $aid approval (the "Bufflowth
Albemarle County Maidenhood Review Board
no Buffer may be located partly an the Owners, "my and pailly on VDOT PMP�yr In the
coneard VDCEFT at my lime in the forms ratio= my par6m of the Buffor located on VDOT
prepway, the Owner shall �pmae fail such mduabon by witoording the Bufflu an Owner's
property in order to maintain a minim= 40-fifinat Buffer, event if Such compansatics, $ball paccuific
the ofp.,kig djusted RE such Bufer,
2.2 App.ann�. of Storm Water M ... ("SWM') Falifles, The SWM
fiscilims visible fiant the Entrance Co�dm idefifified on the Application Plan (shormuntes'
�ngcmmt facilities 1, 2, and 10) shall be grown an a plan and be subject to A" finviefiv and
approvoll . SWM I shall be designed such that its shape, placement and knd farm (grading)
tmidm between die adjacent �tim � and the adjacent hard edge of the parking lot
and buildings. The plan for SWM I shall be submivad RE the ARB with the first ARB
call
submission for Building 14 or 19 identified on Shoo[ IS to the Appli on Plan ("Shed, B"j, Or
my wall building that is proposed to be broated where Building 14 is locatted or, Show IS
pursuant to the Ideas of Section 3.2. SWM 2 shall have a more structuread appmmm than
SWM 10 isce: behalf) and shall be designed suabi that its shop., pl...L and Ind farm
(griedifing) transition bottom the adjacent conservation man and the adjacent hud edge of the
plichng lot ad bilding. Th. plan for SWM 2 shall be submitted M the ARES with the flat
ARB subschisaim, for my of Buildings 26 through 31. SWM 10 shall he designed sumb that its
shape, placement, and land focus (leading) am integral with the eadjaccout conservation arm. The
plan for SWM 10 shall be submitted to the ARB at the time mad plans are wbmited in the
County and VDOT for Northwest Passage.
Ill. DENSITIES
-3. 1 Iota] JLsillillividew no total number of dwelling writs within the Project aball not
"wed eight hundred nincty-ftm (893). Subject to Section 3.2, the building fifinotpainclas and gmsd
floor aims of commercial, office, and at" tons, and the building fwtprinm of howls Shall not
exceed those set forth in the land Use Brooked.w. Table firch Short A to the Application plan
("Shem Awl.
3.2 Limited Ad iustwmU ft, the Elements of the ADO[imfiOn Plan. The gross floor
sun of the Ilcilifings used flor �mial, officak other used, and hotels prown on Sheet A way
be adymord within a Now, of up in ran parent (H15ith provided flot the maximum gross floor
Notwithstanding the terms article Section
�fxe�hcgwgoryof�sh�=ShodAisnmmcmded. The footprints ofBoddings 6,
14 and 36 a show an Show A can be interchanged
3.2 to the �my, Building 14 shall not initially toward 88,500 square fee, provided, however.
tmt after two yam following the issuance of the fifirlificaft of manparficy for Building 14,
ding 14 my be adjwW Within E range of up be too percent (10%), and if Building 14 is
Bull, ad to the mat so that
lificated in the location shown in Sheol B, my well expaustor. shall be hmat
the additional space is hand along North Pointe Boulevard. Notwith&Wding the terms of this
Swim 3.2 RE the commy, but subjew, in ft provisions of Section 8.1. the County my
�th,H,,Bildig2iwsho"wShmAmbeadiw�dby�dmtwP—t(100/-)-
IV. STORMWATER MANAGEMENT AND STREAM DIM CONSERVATION
4.1 Flood Plain. The man of the IOD-ym flood plain within the Political shall remain
mdismoW except for mad �ings, public utility facilities and their =&%inA and poidestrion
and bifieng mc =it only to the extent such owspines, am p=iued by County ordinances MA
Upon the ospow of the County, Owner shall pmvide a �y mid Prare flit
regulations,
do�t-tim and dedicate the Jus! within such flood pain to the County.
4,2 wommml ?Jm. Ile si=watmybw management PmDt'cm
jad witter mmagunm facilities for the
is'PiMil plan all be prepared, MW all StOm
atiodusuchargefrom
Project Shall be designed and mmcted, to �Odge all mom �w
Tax ficep, pared 032AO-02-00-00400 (Northwoods Mobile Home Park Develogreent) Slid from
the existing dewlapmmm on the northeast and nobonst mord, offirsoffit Road and U.S. Rom
29 specifically the following parcels shown on the current Albemarle Co�Y mx map& Mal map
3Y, Parcels 39139, and 39A; in map 32A, Parcels 2.1, 24A, 24Al, 2-11y, 2-IC=d 2-ID.
The gomw�r management facilities slid midgme the germinal quality and quantity
impacts, for the g�wmu gmmW both within the Project and fact such existing offirm
Conditions as described herein, Six though the wither, prouriating condition arrive drainage am is
an undeveloped worried she Said is being developed to the existing Off-SUIC wOdidOns soil the
mprise a minimum ofthifty-thm and
propowd m-site conditions. In addition, bioflltm shall so
one-third percent (33 113%) of the total required parking lot tordscaped Arco$ within the
"C=mer6W Area" of the Polded. as such C�.emini Area is delinewcal on Shed G or the
Applicationt Plan ("Shed IT).
4.3 Erosion And Sediment Control
(a) The Orwomer Shall, to the "niaximmi =�t preactmable", provide such
Fddifi .. I appropriate erosion and control fireguidesel that forcided Sauer it Limal
minim= standards. if Ill= is a diseencement gading .1.1h., the standificed car
and Racrefintion will be
extent practicable,, is Satisfied, the Virginia Department of Camearefichan
and advise an such question.
provided an opportunity to Haview
(b) POA-Cmw-cli". St�w= Th. OwNdU mail, No the
rp W to
mean= mourd insatiable, provide post-�tmctiOl stum�a BMPS that whis duccom 1
a] rate of 80% as published by the Carter few
achieve an average annual mdimmt mwv
Watershed Protection in Article fack of The Fannie. LIE Wmanth I Placed (2000 edition).
but we .1 limited td, bloodstain. bi�ion filters it wal Mention
Tbm will include,
bmins.
4.4 Stream Buffet '"it RestOrAd" UPm the ��mmt Of the applicable
period, fin Owner shall notify the County and provide the County with R copy of my
application(s) in than U.S. Amy Craps ofEngimm and/or DEQ for my slower disturbance. In
addfficn, ifu�uy, after firm looking on -aim for mitigation OPPOTUmitim available in satisfy
the p�iging proddes, the Owner shall Conrad the county for a list of off -site oppeorderifies
pp�mi as
within Albemarle County for such mitigation, and shall look for such mitigation 0 1
fFew.
V. TRANSPORTATION
5.1 internal Street Construction gundards, Public Wants, which in my onficill
shall include at least Lesko Road, North Pointe Boulevaird, Nartharde IJrrV0 Ent and Nottlonst
Fannie, Shan be (I) wn5�ted in accord with the illustrative who design criss sections shown
anShed D-I to the Application Plan (',Shm D-I-) it alm in rooriciance with VDOT design
Rod (U) dedicated for
standard, pursuant he dowiled piano agreed Ed bottom O� and VDOT,
public use and offered for actudowifice into the Age highway System. Timor (with a maximum
spacing of fifty (50) fro). landscaping and Sidewalks an shown an Shed D-1 shall be installed
its
and m&udained by the Owner in dommorfific, With County or VDOT s�dar , unless VDOT or
the Computy egress, in wipting to �e this r�ponsibilily.
Before lane= Of Wandficlaw Of
5.2 Timin, of Cunn*Uo. for Internal Streast
mospeacy, o� shall complete that sainfifient at an rnwmw am as shown on Shoo E-1
within the Project which sentes the building ofir refividence for which a mortificam of conspiracy is
waidgwith ad lonfliestorm basseand allbul the final layer offlillarthmix asphalt Ile final lease,
of plare-mix asphalt shall be insufflad wiflum me (1) yew following the iswaum of the film
Certificate of ocificiparmy fifir a building or residecrow served by the aff�ed survel segment.
53 Road ow.� shall design and S�d all of the ..it
mf.,...d in Section. 5.31(nh 5.3.1(b) and 5.3 ]tas) Iftema, Which an dim anown
tic. Ft= paridl -E�l
m�"L .1� such
1) (collectively. the "Road Improv
on Share D. I to the Application Plan and on Shed E to the Applies
ROW Improvement Pin" ("Shed L
Road Imp.�mm am firm bonded by thm. no arours; ph.. of the Read
ImpmvmeMs am also shown For illustrative purposes on a coloor-fordivil copy of Sh� IS that is
attached h� AS Exhibit 13. Owner shall dedimte in public no my required righpof-way that it
nowifirliliownsinfeesirmic For purpromis fibi, Section 5.3, the use of the � "mad"
as a applies He intionfial sows shall also have, the Maine waning as the Word in the
Albemarle County Subdivision OWina= (Chapin 14 of the Albemarle County Code) where
pplimble.
5.3.1 ]111 and Plasing. All Road lonfirmoverriart, Shall be designed and phased
follows;
forg
Dartgo. The Road Imp.m�mits shall be shown an detailed road plans swis
shall be submitted b
VCEGT design standards whild y the Own" for review and, when
satisfactory, approved by VDOT and the ComO (mccePt we the Road Imp�tg to U.S.
Rome 29, which shall be sublical only to VDOT approval) (Ifiesmirefter, the "Appmv-d Road
Pins"). The Approved Road Plans shall dmw the Width and wingth (except 0 specified in
Sections and (v) mid Section 5.11(b)(1)(i)), location, type Of Section, and
gernwitich of all lane i==.0 it andard All ofthe Road
Impm�cts shall be A;:,'s'd Riand"Plans. The Road
impmv=mft to US, Rome 29 had] be hand on the thm� VDOT design spaided and
cressislope, mqufr=ma. Notwithstanding the previsions of this paragraph in the wat�o, in
the event Ism the inwmal Tindal shim desigm as slassover an Shoe D-I has, not accepted by
VDOT, the Owner 5ball submit detailed road cDn�ion plane for Rich steads to the Court for
review Rod, when sarisfmmy, spaptinvol, subject else to the Cowry's Appourvall ofprinm 9�
Ruder the Subdivision Ordimme (Ch. 14 oftheAlb�IeCo�yroda),
phaslog. The Road hnpm�� shall be wn��ed and cmplded in fl�
pbases AS ad filtrib below:
(3) PAaS I ad Int Minfigidils. Prim In 4PPzEMl Ofthc film w�eFr�BJ
REL—
sultdivicamniplan orsimplanwithin dwitrijecta O�shall obtain III[ mwciated pmmits mid post
all assembled bonds required for the construction of the following (MIE�ivelY, the "Phan I
Road Impmvmcnts"):
(1) so.tb�-�i EU� go U'a. ROM 29'
W L.S. Rome 29 Southbowd - tim of the ver-fical
mma� in thintroadwayJust north ofthe �m
(it) U.S. Route 29 Southbound �"Otim Of a continuous
12 fact while through lane (with shouldons or gaud mt[ as required by VDOT) starting at a point
the is 1000 feel north offlist Wldb�DSt eneramose and regarding south in Airport Road.
(tit) US. Route 29 Scauthbound - dmSlmmkm Of dual left rare
ififics with taper mt the ma�.
(Or) U.S. Route 29 Smfhbomd - construction ofrighl lure lane
With top. to un WrLh�wl �.m to SR 1515.
U.S.Radmi,29blorthisistroal t.dimufawntinuous
12 foot wide througIr lane (with shoulders cor guard Net as may be required by VDIGT) exmding
Proffit (Airport) Road (Route 649) to the Northwest Passage measure.
(vi) U.S. Rome 29 Northbound - �tmdion of a right hand
turn lane at the S,,uth�st -it== the g�dtics of which ill be subject to VDOT
approval
(vii) U.S. Route 29 Northbound
with taper into SR 1515.
(vifi) SR 1515 Easthomd - m�ctim and/or restriping to
provide tell turn lane with tespear.
(is) lampation of a traffic signal with 8 phase timing video
doessfictin wild assuriefixt im�im imparromments, act &a in�Wim with U.S. Route 29.
(R) Close existing w�m a U.S. Room 29 and
Southernmost E�m to SIR 1515.
(all Proposed Entmno ROW bolvocam North Pointe Boulevard
and U.S. Radio 29.
(2) North public Isgilevardt Lillike Road and Peraffit Box&
(I) Leaks Road and North Pointe Boulevard, in amcrdmm
with the dot ma-s�i" shown on Shed D- 1, ftm Proffil Road So shim Narchisieft Drive
Rom mr, if Nordeside Drive Ent ban � Sm bear mns"ded to the mwdab� al North Pointe
Boulevard, North Pointe BoW�ard shall be =tmdcd he N�hweg Possage, no Owner shall
provide a fifty (50) foot public righeripway along Loadikes Read and shall Gongola a two,lande
public Shall to be accepted by VDOT and as Reach of %a other impmvmcnts shown on the
ormsepections, as possible within the available dght-ol-way as um�ably dctftmined by the
County Engineser.
(ill The roundabout of such ill. i,.p.�.� as deny be
fainfiffit Road shown
approved by VDOT W do County, at the information of Loalm Road Rod
an Short B and an additional loitudial fight turn lease an Pmffit Road time Lanka Road to UJII
Route 29 nho� on Sham R_ In addition, for propearty alsonfisition that is required fbr the HIT.
site public ritild-of-way for connection of the impmv�s required by this Section
5.3. 1 (a)(2)(n), the Owed hall make a Cash mntiWion or provide a witter of credit in a FOOD
approved by the County Attorney far such purpose in the meant She d�ed Necessary Air the
Property acquisition by the County Attorney, provided that such amount shall not weemad one
hundred fifty perl (150%) of the County's fair market Militia ustrinifism Prepared for acquisition
and mndmmfion purposes. no cash contribution or lead of credit described in this Smtion
shall be unit to pay for the total cost ofew fight salfway mopurifirthers. Thettitalcost
of the right of way acquisition for am off -site property economy W w�V the i-Pmvcmwts
required by this Section 53.1(a)(2)(H) shall include the �of comis =mimed whib acquiring
land, buildings, starcurrin s.�s md othu authorized inherent by d..ti. or by
mddase including, but not limited in, land acquisition, mginmfin& wific,eyinge mad reasonable
attorneys fm, The call contribution or the whose of credit shall be provided by the Owner
within thibry(MI upon request bytbeC�ty. lfthepmpeftyisacquiTcdbypwr�hm.the
cmtdbMinn for the purdwa prim shall mt cormed one hundred filly p� (150%) of the
County's fair mrkd value appraisal prepared for wnd�Om purposes without the �mnt of
:heOwnw. lithe Com ofthe right airway soclubstion exaceds the amount previously stentribrumd,
han the Owed shall mindatfinfic the County all men excess costs within thirty (30) days upon
request by the County. The Canty hall refund FEE the clawitical all oncHibutions pan
completion oftlim land acquisition.
(iih) bitmtionallyc)mitted
(iV) An additional though Ism th..nd PHl Road &=
U.S. Rcum29 1. die roundabout at the information ofLasilloo Road and Proffit Road. fraddifition,
for Fluidly acquisition thin is firequireall for the off -site public righeof-Way' lem cm�Uim all
impm�ma required by this Swim 5.3. I(s)(2)(N), the Owner shall make - cash wntdbufim
Or Provide 2 MOP of credit in a farm approved by the Calmly Attorwy for such purpose in the
=� &a directed necessary for the property acquisition by the County Attorney, provided that
such amount shall not exceed we hundred fifly p� (150%) cafflue County's fair marked value
am d wndemabon purposes. The cash contribution or letter of
Russ] prepared for acquisition an
(2)(ie) shall be wed to pay for the Mal cast of the right of
adit described in this Section 5.3.1 (a)
weryacquisiction. The told oficat offifir right ofor acquisition for the off�shm proprorty medical
PH �OW the impm�ts mquavd by INS Section 5.3.1faI shall include this normal
mus amodffW with squiring land, building, channel comments and offlor authorized
an HE by purchase idwimjh but not limited W, land acquisition,
interests by cond�a6
engrprocibrig, stranyough it �or�bl. romays fact. The mb contribution or the Iota of
credit Shall be provided by the Owner wifififir broly (30) days upon hicarmst by the Comfy. Him
ropowy it by pumbuc� the sideribibution her the purchase prim Shall not exceed one
P is Require
'a fair music value appraisal Prepared for
hondred fifty puniew (150%) of the County
wnd=na6m purposes without the �Ot of the Overm- If the war Of the right of "Y
previously �bibuted, rho the Owner shall reimburse the
aqui,ib. mant the amount
Cardedy, a such =cogs costs Within thirty (30) days upon request by the Canty. The County
Shall to" RE the Owner oil ..as �bibu6ms upon completion of the land acquistifirifick,
Completion Of the Phase I ROW Widn fiffewor (15) months
after the issuance of the fast building Permit fifir a �acial building within the 1=69 subjert
a flat �eroial subdivision plart or site plan within the Projew, or prim to the immm of
to Ill whichever is carli all of the Ph= I Road
a ceTdfi� of omupmcy Sat such building, acceptance if
Impareavarrients, shall he Rocepted by VDOT for public on or bonded far VDOT's
oudi Ent Imp�=.� Sm a primary highway, or accepted by VDIOT for public use Or bonded
an a secondary highway.
to the County for VDOT's ncep� branch Road Impmvemma
(h) Phme 11 Road lmp�mmls. Poor to approval of the film me, plan Mat
"old the dafisgaft commercial, fficas and hotel gross ficuor . as she" on Shed A
within the Pyinject to exceed Ever hundred ninety thomand (290,000) square fact, Owner shall
obtain all mociamd permits and Pan all stimulated bonds required lot the =�cbm drum
following coectvethe 'Ph= It Road Impm�tS")*
(1) Middle En�w cal ILL Rallits 29 firissid, Drive East/Sit
ILL
(i) U.S. Route 29 Southbound Icamastruction of a continuous
12 Rom wide through lane (with shoulders or guard all as my be Requited by VDUF) Starting at
nee and mtmding to the poiffl where 11
R point that is IOIJO fed earth of the Middle gross
constructed pursuant to Section 5.3.1
conn� with the portion ofthe haft
(it) U.S. Rowe 29 Sifififthfund - ��cbm offlual left turn
team With Uper.
(iii) 1113, Route 29 Southbound - construction of a right hall
little with happer
(ev) U.S. Pointe 29 NMhbomW - construction of R right hand
lane a the Middle Bnbwte� the geDmeWm ofwhich will be Subject to VDOT approval.
ivs) U.S. Route 29 Northbound - .�efim of left win lane
with (Aper.
(vi) SR 1570 Eagir
to mutt in sepramalmo, through mid right � movmmft.
and - instruction offir ralogriping oflaries
mad W.tbomd - installation of a traffic signal
(vii) Enmnm
with 9 phaft timing video dotacbm and mocimed int%$Wim imp�ts an U.S. R�c 29.
Clow
(viii) ExisfingcmssmaatCyp�Driw-�efiont
the mussover.
in SR 1570 -
(Its) Frontage mad from Cyprm Drive
��im of public slow to serve properties wnufly wernessing U.S. Route 29 ISM&
Cypms Drive.
and North Pointe
(2) Nordiside Drive East h�= 1113, Route 29
Bolevard as brain an Shed D-L
C..Pk*gp of the Phase U Read lmp.Fmau Within fifleen (15) mmths
allow the issuance of the first building permit for a building within the lands subject to the flat
subdivision plot or Stan Plan that Rould auorzeam aidposguir Offiscic and hold
Wass floper area As shown an Shed A within the PRI to exceed two hundred ninety thoomd
the issuance of. ofo�pncy for my building that
(290.DOC) square fed, or prior on
comes such gross floor man No =.ad two hundred ninety thowmd (290,000) square fee,
whichelver is earlier, all of the Phoode 11 Road Improvements shall be accepted by VDOT for
public use or handed for VDOT's acceptance if such Road Incipmenearnauts Johnnary
highway, or accepted by VDOT fail public use a bonded ill the County for VDOT's acceptance
ifauch Road impractical no a secondary highway.
(a) Phase Ill Road Imp�nts. Prior to the myllsoll Oth (1) the approval
of the first subdivision plat or site plan thin Faculd authorize the aggregate nmbw of dwelling
units within the Project to mcced five hundred thirtythree (533); (if) the apperaval of a
subdivision plat or site plan for any dmelopmwl air the Neighborhood Invemment Property r
my portion Meaning or (ift) the five (5) year nfinfirseary of the date of Of the Full
mordificaft of occupancy for a building. or prearrifireck within the Project. Owner shall obtain all
following
associated PPMhS and past all moschated bonds required for the cmgmction of the
wed improvements (collectively, the'Thm III Road lmpmv�ts') to the utmi my such
mad improvements have net already been complated:
(1) Northernmost &=cc formilight Lewis & Clark Drive) on UFS.
Route 29-
(i) U.S. Rom 39 Soutbbomd - mnsm"on of left � law
with taper
(it) Northwest Passage fertile UJS. Rande 29 to North Pointo
Bodanfil
- ��cfion of a child hand
(W) U.S. Radio 29 Noreffirmind
no lrft� the gwmeuia ofishich will be subled to VDCT approval.
fin) Iffifint ahroady conwoucted, North Pointe Boulevard between
barthiside Drive Exat and Nmthwest Passage.
(v) If the traffic signal to be cDnsbvdcd by others is in place
prim S, o� �w=g work an this Nnrth�ost Enmm, and such MMO Signal holy
unclums, than, legs, Owner shall add the worth log to the signall which SM] include additional
maa �, signal has& and MoiiWy equipment MMSMY to accuppost Northwest Passage's use
of the im�tim, as det�imd by VDOT. If Such �ffic signal is mot in place and the
vehiculuemTic Founded by thepinject cam�the YDGr Signed �is to beme, and VDOET
requires that a traffic signal be installed as a conMen cribs =*== permit, CYww shall install
such wiffin signal.
(2) Notwithstanding my other PdOvhsIO11I contained an this Proffer
Stm=w� within one hundred eighty (1801 days after wention notice fro. the Coty unit it
infeads W buid an decimal school on the School Lot (as "School Lof" is defined in Section
9.1), the Dialect shall submit road plane fair the �"dim ofNorthwcst Passage from North
Point. Budgeoved to US. Route 29 to VDOT and to the Canty for nationals and when
approval- FMh.m Wids. two]. ()2) months &ft., Of the building
permit for construction of the clearmary, school, and if mt Rkdy �mpld4 Owner will
complete (I) NoAb� Passage ft� Nord, Point. IN U.S. Rome 29, ply the
iuWrov�u fild fififf in Section 5.3.1 (c)(1) makes, and (ill) North Pointe Bande ... d from
Nortinside Drive East RE N�bwat Passage. To allow (he dev�Jopmwl of the Schil Lot, the
plan. Shall grant all fialmomy mutual a n�.,y ad Iin&= and ognons far vehicles
no cumnoion equipment, grelfing, the ifishollation and mairA�� of cramod, and scdimmt
mound Mainstream or prommon, and any often associated contaminant MeMMU, 8.4 $"Ch
ch�l Let and
twdpdpmryr ms=enm am shadvin on the subdivision plat or site plan far the 9
mutually agreed to by the Owner and the developer ofthe School hat.
Cgemictign ofthe rhilin III Read lartmenummorts. Within twelve (12) months
after the ��e of the applicable not in Section 5.3.1(C) which required the Owner to
chain all associated pemift and post all associated hands required for the conestruction of the
Phan III Road impm�ts, all of the Phase HI mad impmnmmt shall be =opted by
VDOT for public who w bonded for VDOI mmptanm if such Road Impmvmms am a
primary highway. or mcxpded by VDOT forr public use or bonded to the Comty felt VOTE'S
accep�ceifsuchRmd hnpmvcm� aft asecondary, highway,
5.3.2 Upon request by Like County, Owner shall make a cash contribution to the County
Her VDOT for the Cost of a cable par wireless radio system that will link one or am ofthe signals
booduseen Lewis and Clark Drive Said A4� Road; provided, however. dim the Mal mat
wnhibution shall not ==it floophy-fin thousand dollars ($35,000). Subject HE �(� of from
majewc, if the County does mt rosquicart the fields, or dots request the funds big the construction
of the system does mt begin by the later of D�bu 31, 2010 Or than (3) yew after
man ofall ofthe Road Impm�mM, said funds shall be refunded he the Owner,
�pi
5.3.3 Prior to the approval ofplm for improvements at my U.S. Rome 29 intmeefim,
Owner shall provide VIJOT traffic signal network timing pins flat VDOT finds acceptably
addiress the imp" ofthe proposed traffic signals fifir peak traffic pmod,
53.4 Reclonal Tnontilortattakin Stai Cash Coaftibutin. THIS PROFFER HAS
BEEN SATISFIED. Upon raqut by the Comfy, Owner shall Trul a cob contribution offulft
hundred thounand doUgs ($100,000) to the County for the purposes of funding a Nqpwmd
transportation study flor the Rome 29 comidor, which innoludes, the South Fork and North Fork of
the Riv� River and the Ballymmd Growth Are, of which North Pointe is a part. no
contribletion shall be made within thirty (30) days after requested by the County anytime after the
moningisappmed. tribe request is not made virdlibrionse (])yew after the date ofaipproval of
tift first final sito plan for the first mmarcial building within des, Project, Ibis proffer shall
became null and vold. If such cash mntributim is not expecrided far the Stated purpose within
three (3) yam from the data the funds was �tibuwd to the Cmmy, all unmpwded funds
Shall be Patient RE the Oww,
VI. OPEN SPACE AREAS AND GREENWAY
6.1 ftdwtring Follows, . All indication pathways shall be classified as shown an
the Iscalcograls Pathway Key an Shoo r and, ="or for the pathways to be calumniator! by the
County, Shall be she" on the x0rediviscom plat or site plan fifir rise underlying cor adjacent lands
within the Prejech 'Me pathways shall be mnstruded by Owner As Class A or Clow B tails as
identified an Sbmt 0, and I. accordance with the applicable design and mnstmc6on standard, in
the Coui Design Standards Mmul. Such =stmoim shall be in conjurection with the
impmvmmts for the suladverision plat or site plan, as the � easy W, End handed with the
MFOR,
if the pathways am B Subdivision impt�m� UP with a Mf�anm bond if the
pathways are a she pion inVmvmmt The pathway shown on Sheal 0 21=9 Plat Branch north
andisidid, of N�h.id. Drive East shall not Continue thmugh a colvent ifa culloar, is used for the
stream mossing. The pathway inficaded for the culvert betwom Pink E and Park P under North
Points Entwistle shall conform to The applicaluft �rdwils in VDOps l'Sulfindivisim, Street
and OVarmor shall mainish, Use pathway if it is mt accepted by VDOT far
�nai�ance.
6.2 Ldljlr� Upon acquest by the County, Owner shall dedicate to the CmInty Me lake
shownwifful Iwxflm Plan forpublic use, provided flat such lake will be alopilable too by
It
OwWw for nom"tcr management So described in Shest C RE the Applimtion Pin awarded
Pin." ("Shad Col.
VII. THIS SECTION INTENTIONALLY DELETED
Vffil KBILIC INFRASTRUCTURE AND FACILITIES PROFFERS
8.1 Branch Lihinary.
(a) Upon request by tin Can*. Owner sW dedicate Ed the County the In
simple mimed in the Ind shown an Show B a a library, �sisfingofa 15,000 Kum fool ficaly
graded pad Shoo with utilities, to �mmodaic a 12,500 square foot building fbtd1prird, a five
fact perimdu strip and up to a 25,000 sq� foot bldldiny, together with a noneWwive
moment to the adjourn w�n area for influential, egress, em�otim staging and sufficient
County Code required parking, stairwell drovention, and water quality facilities for the ]motion
of a ft�mding Jeffieffin-Madision Regional Library AW =ph other ran Dust an compostibic
with the propmed surrounding null as determined by the Comty (the "library Lee
Nowlifigandfing the W= aptift prior onto= be the clogracry, ifthe requirommt& for the library
Use County may addlecterize the library building
building require a burger building footprint,
ficamprull to be larger than as stated in the prim m�ce, provided, however, that are size cribs
am shown ar, "Pink Hn on Shed B ("Park pf") andfor the size of the adjaccont parking man
i=cdi�elymgh of the Library
List an Shed B (the "Library Parking Lot") shall be adjusted
accordingly So �moda� such lager building lomparint The Owmr shall not be responsible
for my wility, tap few, but Owner Shall =Mpldt CM�OiDn of the Library Farking Lot mad
other Parking won Moving the Library Lon The Owner shall permit the County to use the
Library Parking Lot and/m, it not idready camosernated, Pak Its for purposes of �tmOiDD
gaging. Within two]" (12) mmths after written lartim fron the County that it intends to begin
�tmefion of the library, the Owner shall mks The access mads and the area of the library
Puking Let available with at least a few inch contended above, bus far use as mom and
mm�ogon singing. Such street access Serving the Library Let and the Libintry Faking Let
shall be �pl�d and available fat we no later ill" too (10) months after barrel Of the
building permit for the library, provided, however, that asphalt pavement in arms wed for
111 (30) days (or
candstrection Staging by the County shall not be required to be imWIW unit
such longer �omble time an my he rmmwwry due to waidder cm&tion.q) after the County has
he County, Park
=�d let �s�ctim-mlatd maerialy am equipment. UPm the request Oft
H Shall also be dedi�W to public we, but the Owner shall mt be responsible wor �intmmg
Shall par. Owner Shan be responsible for maintenance el the Library Parking Let and other
I have no obligation in be a mumbefir
parking spaces writing the Library Lot and the Comfy she] libm, It
of my ownces, association. The County's request for dedication of the hand for th.
and Park H Shall be mile within three (3) years following the law to mcuT Off) became ufflw
first msidmtial building permit within the pRsjmL (R) Ofififtes completion or the inflastructum
(including but nw limited to goods, win, sewer, electric. gas) required for the use of the
Library Lot. ot D�hff 31. 2DI6 (Which December 31,2016 deadline may be mwndd by
written mutual agreement oftheo�md the Chaway. Ile capped for such dedication is mt
made within thime (3) yam fallowing the later alliance dawl this profficir will be null and Void.
fir) Gym. Roo in the event that the mquiienmits for the libracry building
require a larger Wilding ficastprint, and the County clects to authorize the fina building
footprint to be larger than 12,SDD sques fed p=unt sal section 8.1(a) above. and in the finth.
event thin the building is developed as a oundifirninium and the County requests the Owner to
2s��e c�mbip for a pwim of the larger building, Own" shall Scol such ownership at a
is price upon which the parties may Promally agm� and shall contribute to the County,
arecurciall
on a mat rate basis based on the proportional sin of the portion offlue library building owned by
by the County, installation of a
constructing such building. Tmax mows may hadvide, if domisid
"Rm, Npou" and my additional expropmed related with Structurally reinforcing the IFOOf 03
the Oparcer mWiV. ill the sin of the library building as a whole, the mat of designing lead
assim,gry G, mppwT figirach roof Witbi�=(10�d�YSSftWr�PtDfM�qUMtfWP&y�t
by The County that is �mpmied by doc=mtation to suppoft ft progress paym� mount as
provided in the mnstiucfion =tr�, the Owner Shall Submit slash payincrus to the County.
All=mivel in wo event the Canty aftda; to design the library building SM a Leadership in
Jr.
Energy and Environmental Design ("LEED") building, (he Ovismor shall contribute to the County,
an a pin rate basis hand on the propartional sim of the Portion of the library building eforded by
the Owner relative 0 the size of the library building ar a wball the additional cents Of
�s�ting the library building to obtain LBED otertification for the building, Withinterl
days afft, mwopt ofa request for payment by the County that is accdmpanmd by documentation
lo uppard the progress payment mount as provided in the mo�aim contract, the Owner giall
Submit such payinmts to [be Canty, The design of die green mt, a the critsda utilized 0
Obtain the LETUDE ceriffications, as appiculable. shall be in the County's discruirm.
8.2 Affordable Housain . Subject to the [arms and conditions of this Section
8-2, the Owner shall provide a minimum of fully (40) "For-saft" residential dwelling units as
agoolable dwelling units, a minim= of sixty-six (66) fosidenfild dedelling wits as
affordable dwelling Units. it . minimum of fine, (4) Carriag. R. Unit$ (SER College, House
Units am defined I. Section 9.2(d)). The Until, (40) dweRing units shall be
�prind of the following types of dwelling its: twelve JJ2) fioun multi4amill Main (12)
fiffin Foible (consisting of to"h�m duplexes, amached holusing, condominiums in the
�edal am oil other unidentified housing typical and sixtm (16) from single family
detached, each at the sWe prim and under the t� and conditions Sm forth in ibis Section U.
The Owner shall Fail the responsibility of constructing the affordable units tor the subsequent
reviress pride within the Property.
(a) Multi-ramily and "Other" For-Saft Affizedable Lini . Fiat multi -family
and "other"florande affordable dwelling uniw within the Property, well affordable units shall be
affordable 0 households with incomes less than eighty percent (80%) of the acrica medher family
in.. (the "Affordable Unit Qualifying ln�"), such that the housing costs consiging of
principal, intursh Feel estate taxes and bm�n�s insurance (PITI) do .1 ad thirty
parent (30%) of the Affordable Unit Qualifying rumors, Provided, however, that in no andut
shall the soiling prim of such affordable units be less than the Reach of One Hundred Ninety
Thousand Four Hundred Dollars ($190,40) or sillyfin parent (65%) of the npplimblc
Virginia Housing Development Authority r`VHDAFEJ maximum for fiall-time lime
buyers at the beginning of the 9D-day identification and qualification pmiod rififersermal in
Section 8,2(o.
(b) Rnale Family )etacbDd-Fm.Sale—AffWable-Unit-s-(",Moii�-
Units". For single fmily detached for-sals, affirribible units within the Property ("Moderately -
Priced Unium), such Madusumly-Pricaid Units shall be affordable to hounholds with incifinfics
laid flose, we hundmd twenty percent (1211%) of the � median fial income (Use
"Mo&rMdy-Priced Unit Qualifying Imome"), well that the homing cogs consisting OfPM do
FOR excond thirty popecia (30isit) of the ModmtdY-Pdmd Unit Qualifying Incomes PrOpiciddl,
however, %ill in no event shall the selling price of Such Modentoody-POced Units be required to
be wes than fift greater ofTwor Hundred Thirty Eight Thousand Dollars ($238,000) Or eighty
percent (80%) of the applicable VHDA maximum mmpp for first-time home buyers at the
beginning ofthe 90-day identification and qualification pared refusal in Section 8-20)
(a) Far-Jbw Affifirplable Uni . For a period of five (5) yam following the date
the dalificaft of occupancy is issued by the County for each faderent affordable mut, or =b] the
ib am old as lovs or moderate mt units quidilying, as Sudi wides either the Virginia Housing
Development Awbarrity, Farmers Home Administration, or Housing and Urban Develownfient,
Sanctions 8 whicbreved mmes firm (the "Affordable Terms), such India shall be rencel to
houselmlYs with incomes Ism ill= the Affordable Unit Qualifying lnomm. No for -rent
affordable =it may be =ntcd more dm an= towards Use Member Of f6�=1 affurdathc
dwelling units required by this Section 8.2.
(i) Cmv�m of haterna, All deeds onvoying any intmek in the fifir-
Ent affordable units dining the Affordable Term shall contain horgal recifing that such III is
subject ill The terms afthis Selaction 8.2(o). IN addidw, all �*� puserrairding to a comeymm of
my fbr-� affordable unit, m my part th�f, during the Affinfidable Torne, shall contain a
complete and full discImda of the testrictionsis, and �tols established by this Section 8.2(c).
Prim to the conveyance of my interest in my flar-ndil affordable unit during the Affordable
Terms the therrionficut owner Shall notify the Canty in writing cribs �vtM� and provide
the name address and telephone number of the poicarital gmift� ud state that the requirements
afthis Section 8.2o)(f) havelmart
(a). Annual Romin . During the Affordable Term and within ninety
(90) days following the and of web rahermar your, the thm�m� owner shall provide to the
Albemarle County Housing Offird, a cartifical �wl report of all intention affordable units for the
immedimely precarding year in a form and substance reasonably -awabl, to the County
Housing Office. Subjed to all federal, stale and [mot housing laws, and upon �mable notice
during the Affordable Torrifin, the ihm-��L Owner shall make available to the County at the
flar.carrem OVARES pencrusts, if requested, any report copim of =mt or lease agmmeiiL% OF
other data Waining to TMWI rates as the County may refixtrably require.
(d) Carmam House ljnil . Carriage HDIEW Units Shall a= the requirements
im a Sinitic family dwelling an defined in The Virginia Uniform Statewide Building Code, shall
be an the same Parcel as the Primary dwelling unit to which it is wermory, and shall not be
subdivided fmm the primary residence frCerriam House Units"). The subdivision restrictiod,
Road! he included on the plat coming such parrods and be incorpmlcd inur each dand conveying
fills be swill pared$,
land within the Property which
(a) Each subdivision plat and site plan far
includes affordable units (which, for this Swim 8.21d shall include Modmtely-PriEd Units)
shall waignalic the low in MAH, 03 applicables that will, Subject to the terms and wnditiom of
this prooffier, hadowporaw affordable units as described herein, The flat such subdivision plat or
site plan shall inchuft a minim= of throx (3) such affordable unit. Thereafter, Rod =61 the
total number of affordable dwelling units proffered horeundu shall have ban fulfilled, the
Owner shall provide, a minim= ofthra (3) such affordable dwelling units per year. Each final
subdivision plat =it final site plan also shall include a nmning Mal of the numb� and
percentage of affordable =its previously provided Sm proposed as be provided by the
declared to
subdivishm plat or site pin. Far purificons of this Section &2(eh Such units shall be
ban been provided when the Subsequent o�lbuildff provides writtm action an the County
Housing Offim or its designee that the Fall will be available for sale, as requited by Section
8.2(f) below, In the � that the Owner provides mom than ffi= (3) affordable dwelling Wits
in a single you, the Owed my "Garry over" or "bank" credits felt still affirsdablie Such
that the additional affordable wits which exceed the nliWmm =no] requimmmt may be
allocated toward the minim= number of affordable units required to be peravided for My fidIura
you. The mnimm number of affordable Units frat may be carried fiever or Worked shall not
enified mein (12) par year. Notwithstanding the Wit of this Smile. 8.2(c) to the Contrary,
upon the written request of the Owner, the County may Solutions an alternative prificatess and/or
s&oduit for the provision and/or didivery of Such affordable units upon a detftminmim that the
ropicused is in gencrial amord with the purpose and intem of Section 3-2 anchor otherwise firribers
the pals offiroviding affordable housing in the County.
(f) All purchnm of the for -sale affordable units shall be approved by the
Albemarle County Housing Offide or its dessignam. The subsequent owifinabilbuilder shall provide
the Cmty or its dedgme: a pared aptiormsety, (90) days to vwwify and prequallify an eligible
Turnhout, for the affordable unit. The ninety rut)-fty period shall w�m� umn written notice
from the tben-c�tmneribuilda him floccurit(c) wit) be Available for sale. IfthcComtymits
designer does nor prevails a qualified pwcham who tencrufts a contact of purchase during this
ninety 00)-day period, the ihft��t operieffifioldia- shall have the ishl I. Sell the
unit(s) old without Such waristion shall fievertmess be v.W toward the number of
affordable wits required to be provided p.munt to this to= of this Section 8.2. The
requitwmtsefthiS Socrical shall apply onlyto the first soleofeach oftheaffardable units
(g) Thin County shall have the right, firecon time to time, on reasonable notice
and subject to all applicable privacy laws, to inspect the r�ds of Owner Or my su=s� in
interest for The purposes denaturant; Compliance with t1dis proffiese.
(b) Cash Pro THIS PROFFER HAS BEEN SATISFIED.
Within sixty (60) days after the Boud of Sapprovicure approval of ZMA 2000-009, the Owner
shall cause to be rtribrulled three hundred thousand delta% ($300,000) cam to the County of
Albemarle for the Albemarle Homing Initiative Fund or such allow Similar limit as may be
established or aufliorizad by The Canty, The contribution shall be to fund affordable home
�.hip [am pmg=s within the Project and other man of Albemarle County, including
these provided by nouTpurfit housing agencies such as the Piedmont Housing Allim� Habitat
for Humanity, and the Alberreade Housing Impmvmant Program., If Buddir Cash contribution is
am
dad for the membed purpose within five (5) yam fraud the date the funds TV
out Mom
combined to the Codwyall Compounded funds shall be refunded to the owner.
IX EDUCATIONALANO GTHRR PUBLIC FACILITIES
270) days folhiseviog
9.1 Elements� School Sit. Within twin hmdmd source, (
request by the Cowdy, owner shi dedicate to the County the land shervion an the Application
("a smaller portion ofoxh Ind in the Comply's Sale dampowdr) (the afoul Lacip"). Prior Pine a "Elementary School JZ85 Acres Schmmic layout", consisting of appmxbngely 12.85
inimm of 95%
to dedissuction, The School Lot hall be graded and computed by Owner to a an
instoplactics, as mmsured by a stmdwd Promor win with reliable matmial for building
��cH. as ciffled by a professional engineer or as otherwise approved by the County
Engineer he establish a fully graded pad site to accommodate an cl=mtwy school. TIER,
ocrififitimad field �mpm�mft shown on the APPlication Plan mail be fine graded and have top
soil and soil mendmmis added, and the maim far an md�gmund irrigation system serving the
�ional falls SM] be installed. Such Improvements; shall be reasonably equivadmit to those
existing at the recooddiumal fields at BasparrEfficilar Elenderearl, School, exclusive of my above
groond imprevernents, The podostrian pathways as she" on the perimeter ififflince School Lot an
the Application Plan shall be reflected on the subdivision plat prepared by Doompr creating the
School Lot and the padvolays shall be installed when the site is graded for the trommilifir
n fields.
The Owner Shall provide all utilities to the School LOU The dedication SM] include w�mU
across OwNeI ]mid for ==a hat and use of S� Will" Rical 5 mid 10 shown on In
Application Plan, together with all temporary wn��inn easements to allow SkUwwxHw Basin
10 to be redmigned and diaterged, Unsocially, to ww�odate the School Lot g�wamr. The
School Lot shall be used ME fin elementary school site, but if the County d�inm thad the
ad as an dominate), school site, it shall be used by the Comty for puk
School Lot ill mt be MY
and reacmi�l pqmu serving both the North Pointe community and the region. if the
County dim not request thin the School Lot he dedicated by the Ida of December 31, 2016
(which December 31, 2016 deadline may he Extended by wnum mutual egocentrism of the Owner
row of the firg Hablecon) building pormit
and the County), por three (3) yum after the issue
within the Praised, (he Owner hall be under fin, further bli,airser to dedicate the School List far
or thirty (30) days after alusch lane
the purpose described loomin, bid sliall, by January 30, 2017,
datc. contributo five hundred thousand dollars ["JU,000) cash to the County to be used by the
County for projects idmi tied in the County's CIJ3 reasonably mimed Ed the nadeads of the North
Pointe community, and in amb event it* School Lat may be mad for other residefifitind purposm
for an mendmmt to the Application Plan,
So approved by the County after Despoil by Owner
After dedication and before the County uses the School Lot far a School por fair park and
��imi purposes, and if Estimated by the Canty, Owner Shall the So.] Lot until
so use of the
requested by the County RE in larger do an subject to tit. Owner's right to clusi
Saboal Lot fland, and marginal purpose. Such park and �abonal Purim= shall be only
huse mom shown an an approved final site plan or subdivision phd for the orea that Includes the
I
School Lot. Upon being mq�ted by the CD=tY, Owner shall cease Ill] da" ,it maimm�cc Of
the School Lot wild remove all impmvmwu established by Dwmrr that the County requests be
removed, The County shall mt be obligated to pay Owner for my imPrOnmma established by
County plans. The deed of darlication for the School Lot shall provide that if
Owner then the
the Call accepts title w the School Lot and than does not construct either a park or a school
within triventy, (20) years following The date the Board of Supervisors approwas the ZMA
Amendment, then upon Owner's request title to the School Lot shall be mnd�md To Owner at
an"Pcel. Deactrater.
9l2 BlESiNdUrifirratfiffs-BUMISMILIfir
Application Plans or othrorwinds two (2) in the Southernmost residential man, few (4) in the
analogous] Mom and four (4) in the other residential areas, each in a lordation mictually
(a) Goard. shot] construct Nut (10) public bus mop tumoffs Es shown on the
acrequable, to Owner and the County. The bus stop turnoffs mall be approved With S�
wmmctim plans fin the Project and bonded =it wa�ed with the s�ts.
(b) Upon the request by the County, Owner hall eaddribacte the tormil am of
twenty five thousand dollus; ($25,000) coub bovarch, the design and construchim. of the above
ground bus stop inipmvmmu such as bmchm and smIwds anding standad IS culiblismed by the
County at cob bus stop. Ifflue Canty dots not req� the fivals, or mqua� die funds bill does
I amount the bus stop impm�mmts bylm lactifirofDoicambet 2015 or them (3) years
after completion of the mad network that includes the bus stop Wmoffs, than subject to matters
of fares maje=, the Expospendied fifirds, Shall, in the discrestom of die County, either be rammed
to Owner or applied in a project identified in the County's capiml jmprovcmenI pmgrm within
or adiveni to the Project that benefits the Projech
(c) Within thirty (30) days office the introduction of public transportation to
the Project, O"u shall ountribule, twmty-five thousand dollars ($25,DOO) cub in the County RE
be used for Operating =pan= related to such service, and shad thereafter annually w=bm
Tw�ty-Fivc TlKwsmd Usailars (S25,000) cash to the County IN he used for opmting expenses
related to such smin for B period of nim (9) additioml years, well that the total funds
=uibuod to the County pursuant to Ibis Seefican 9.2(c) shall not exceed TWO Hundred Fifty
ThowdrudDollars($250,0010). tribe intrinductim, firEpublic Ingisprodrationto the Project does not
�m� by the later or mat (10) � minor the Board of Supervisors applarvicas the ZMA
Anceradinfirsint, or wvaw (7) years age, the data of the issuanm oftbe from �ifi=t� DfOCMWCY
fifir the first building within the Project this Section 9.2m) shall become null and
void.
X. ACCESS TO ADJACENT PROPERTIES
Unkoks the dication
10.1 DedientionofRI-bi-of-Wv-ExtesionloN,ce]22E
of public righl-.pway and tire construction of ad& Street we rquitd in conjunction with the
approval of a subdivision plat under Albemarle County Code 14-409 and related swiOdw, or
their Sm=..:
Owner shall lossave the fifty (50) that wide right-of-way, lamted within the am shown
on Shed 3 and identified an a "50p ROW. R�d for F� Dedication" mounting a right,
of-wey firm the peopmed middle wit== mad trim North Pointe to Use Southern Property fine of
Tax Mail 32, Parcel 22E ("IMP 32-22T). papir as the lsnmw of a building permit fror
Building 32 as shmar on the Application Plan, Owner shall record in the Clark's Office of the
Chnit Court ofAlb=Rflc County, a curnick ifiressuchooddle dead ofdcdi�w distinting, Ed, public
we for mad purposes, the me labeled a50' R.O.W. Removed for Future Dedidatiork" O"w
acim�ledgm that if it is mt part of a subdivision plat approved by the Ccur Such oft of
dedication mean be fird reviewed and appealed by the Boared of Supervisurs and accepased by the
Board. Such dead ofrwdhzdwn shall include The following conditions: (I) that IMP 32-22B
shall haw bear upecorted; and (H) that prim to its use for road pacphosifich ill= shelf have bm
cmEwwNwd an the land so ddiftd . mad qTmvod by Box County and acqW by VENOT for
public � mp bonded four VDOT's acracphince. AlthetimofthemstruWonofthewftumd
serving BuUft 32, the Owner shall =md the intersectiour into radii or the mad serving
TMP 32-22B and extend ownstruction of Shall mad for fit ]cut a minimum of am hundred (100)
fee from Nortbaide Drive, East. TINS, Owner hall else place 9 Me end of Such wMwhd mail a
sign, approved by the Canty, advising and notifying the public that suchr right-of-way, is the
w000n of B future mad economical. Owner shall grant temporary sconestruction m.mm m
determined n�vy by the County Engineer m allOw for the =it TO be extionded ill TMP 32.
22E, which conswitictiod, discusses shall be an Owner's property and Outside of the dedimmd
right-iff-Way, Rod shall be established by dw applicable sift plan. No imM�mts shall be
loomed widen the turporary ,nomination �m� until �wio. of such fluid has bown
ficanplated.
10.2 Access to Tax Map 32A. Sft-6= 21 Flood 4 (mrmt Nrth�ds Mobile
Hour, Park ?,Party), Union the dedication wimblic right-of-way and the wn�adm of
deb am m requited in camijumiction With the approved of . mbdivisi.n plot ad. Albemarle
Concy Code § 14-409 and related Sections, Or ill& S=emm:
owner Shall moral in the locatiou labeled "50' R.O.W. Reserved fail Fusture
Defluesion"m the ea.w. cad of the main commettial access mind from U.S. Route 29 on Shed
R far access to Tax Map 32A, Sodium 2, Pomel 4 CvTlaflo 32A.24"). Prior to the issuance of a
building permit Sm Building 6 or Buildings VI tlmnugh NIS, ma as glown, on the Application
Plan, whicbmar is cof Owner shall record in the Clerk's Office of the Circuil Cowl of
Albemarle County, a cun=t irrevocable deed of dedication defficating to public no for mad
purposseS, The ama labeled "50'R.O.W. Reserved for Forum Dedication." Owner arstapperwhdges
a, if it is not part of a Subdivision plot appmved by the County, such offer of dedimlm into
be first reviewed and approved by the Board of Supervisms and adicepted by the Bmyd. Such
dead of dedication shadl include the following firenditionst (I) the IMP 32A-2-4 shall have been
upozoned; and let) that mind to its use fifir mad purposes, them shall have been constructed on the
land SO dodimtod a road approved by the Comfy and Accepted by VDOET for public use
bon&d fier VDOT'S scoq�. At the lime of the construction *I the roundabout serving
Building 6 and Buildings VI through V6 the Owner shall construct the intaswion curb radii
and mind colognissuffic of the mad for a distance of at lent thirty fed beyond Use mundKbmt,
The Owner shall also place at the and of such mtmded mad, a sign, approved by the County,
advising and Minifying the public that such righbefif-way, is the location are fiftee mind extension.
Aft., dedication and oat= the offinaliflows afth. dedication have been Satisfied, and if requented
by the County, Owner shall maintain the dedicated land until requested by the County to no
longer do so, Subject RE the Ovionar's right to exclusive im: of the dedicated land for park,
rearvicationd, arfillor generator, purposes. Upon being requested by The County, Owed "I
cause all me and mim�= rtile dedicated land and �me all impmv=mft annihilated by
O�er(ifmy)thatheCWmyrequm�be�d. C)wm shall grant temporary �"ctim
=� as filetenniffild �osary by the Canty Engine" RE allow for the mad us be exteraded
to TMUs 32A-2-4, which contraction casements shall be on Owidn's Property and Outside of the
derficalited right-of-way, lead shall be established by Ild: applicable site pin. No impm��
shall be located within the whopossay, construction casemoots =ill �mloion ofinfich mad has
be. mmpluted.
XLSIGNATORY
ly that they wal the cnly own= oftho Property,
t2.1 Crtilk . The undersigned celli
which is the bject ofthe ZMA �.d.�.
I Part with the Proputy and well refumm to
12.2 The Owner. Tlwrac profficirs, she]
and shall be binding upon,
Goame, within thoc Positions shall include within its meaning,
OwcT's successou(s) in im� notice the davelopor(s) of the Property or my porthim of the
Property,
(Sigls. Pages lemirmsdiately Fellow)
This Preffix Shaturicant may be signed in cournisparts soldier via fiaminnift with the same
fell to= and effir, a Iran igwwc wam oigimi and oil one document.
Signs of Contract Pumh� and All Own
Great Eastur
Data-.
Company,
Manager
COMMONWEALTH OF VIRGINIA
CITY OF CHARLAYFEESIVILLE
nd d N tiny Pubflin and to Jurisdiction aferesaid hereby cortifies that
Ile
Grant Eastern Manag=mt Company,
an
rillerl.,LAC� Virginia limited HaWlitywmpany issignedto
the foregoing Amended and Restated Prepor StStmmt the date I of
a in my Jurisdiction ofiressid an bodus r of said limited
2013, dxmAIdwd the A.. before fin
liability �ymny�
Gillette under my hand this
my mm, Fill..
can"' Dip 11:� - 11 2014
[SEAL1 Notary Pilifflic
Done
COMMONWEALTH OF VIRGINIA
COUNTY OF ALBEMARLE
3" oil N P III c it 6 Is j safiction aforesaid hereby coortifiess flum
an
t1h cut Con4m
a (last Eastern Manallearn Y,
s fV
man - 11 Associates, LLC., . Virginia limited liability �pmy, is signed W the �mded and Restated Proffor Statement mining; the date as of 2013.
acknowledged the some hat= me in myjurisdiction afwwaid an behalfofs liability
company
hmdthis IwIV�2013.
Giong mile my
My w�inion expire
[SEAL] Public
MYC�.En V. 2014
IS
Data.
COMMONWEALTH OF VIRGINIA
COUNTY OF ALBEMARLE
ad Notary Public' fffir ej
�uriscfidcirrsn afomaid hereby otortiffes that
fOreal Eag= Mumg==t Company,
of Too
�arshm cluad Partner of CWH Properties Limited
. . .
It 'tied b I a me to the foregoing Ani and Restated
Partnership, Virginia If
Finger 3�ent becting the date as of 2013, the ... before
in my,jurisclictical alocommid a. holualf.fell hip.
under my handl this
Gillette _6_dy.f Alt 2013. !"�*Qwskpm
My '.Pa..
YONM
all C� East W
fich 31 2014
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G—LOTS WITH GRIND
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GREAT EASTERN MANAGEMENT
2619 HYDRAULIC ROAD
CHARLOTTESVILLEI VA 22901
DAWD MITCHELL, E.I.T.
PHONE: (434) 296 4109
FAN: (434) 963-2670
E-MAIL: davidOsouthern-clossic.com
TOMES SITE ENGINEERING
C/O BRIAN C. MITCHELL, P.E.
9850 LORI ROAD, SUITE 20t
CHESTERFIELD, VA 23832
PHONE: (804) 748-9011
FAX: (804) 748-2590
m
Cl PRP S5 DRIVE 0
REQUJR r'D WITH
W ROAD INIOVEN S NLESS
y,o ps PROFF AMEN
APPROV TO EMO IT. �+1�
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( 47
--
PARKS
MODIFIED
MARK
TYPE
LANDSCAPING
ACTIVITY
:sold
SRES(SF)
A
Residential Park
Landscaped grass & benches
Passive
19 500
NIA
H
Natural public amphitheater
Grass bowl
Passive
12995
WA
C
Resdential Street Island
Landscaped grass
Passrve
16457
6,936
D
Natural Valley Entrance
Natural woods & benches
Passive
27923
29.370
E
South Club House Recreation Area
Pool and natural woods
Active t Passve
46 507
65,872
r:,. 11. , a ..:,..;
F
South Club House Picnic Area
Play courts in natural woods
Active
53.600
47.267
G
Exercise Pathway
r.,ro5.,..e:::.a
Landscaped walk &benches
P
Active
36544
NfA
H
Urban Plaza (landscaped)
Landscaped walkways
Passrve
12 100
NA
I
North CkID House Recreation Area
Pool and natural woods
Active l Passe
50669
64.087
,..4,.�..�6 ",
J
Natural Valley Entrance and Play Area
�;mil5ti naloiMt40oft
Adrve rPasswe
11586
12.392
TOTAL
M4.661
307063
CRITICAL SLOPE
— PRESERVED
MANAGED
— ASCA CREATED/MAN MADE
I I '
1
4
F
013 1VIODIFI]ED APPLICATION PLAN
NORTH POiNTI
RIVANNA DISTRICT
ALID']ElVIARLE COUNTY, VIRGINIA
REV 06/11/14
Townes
SITE ENGINEERING
9850 Lori Road, Suite 201
Cheaterfield, Virginia 23832
Phone:(804) 748-9011 Fa:: (804) 748-2590
GREAT EASTERN MANAGEMENT ASK US HOW
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1
LINE
TABLE
LINE#
LENGTH
DIRECTION
Ll
255.912
N73°
08'
35.11'E
L2
68.084
N360
57'
46.96'E
L3
129.632
N480
10'
23.81'E
L4
60.701
N32`
46'
39.13'W
L5
107.950
S360
12'
54.91'W
L6
20.396
S240
54'
19.16'W
L7
52.911
S36'
12'
54.90'W
L8
17.705
S49`
54'
19.87'W
L9
14,485
S36'
44'
33,25-E
CURVE TABLE
CURVE#
LENGTH
RADIUS
DELTA
C1
25.432
830.500
001.7546
C2
101.714
369.500
015.7720
C3
124.663
75.000
095.2352
C4
118.963
645.500
010.5593
C5
37.048
25.000
084.9089
C6
44.481
284.500
008.9580
C7
24.778
284.287
004.9938
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PROJECT MANAGER
BRIAN C. MITCHELL, P.E. rn
DESIGNED BY a
BCM / LEN
CHECKED BY -0
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PROJ.# c
20190287 0
SHEET # v
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DATE
REVISIONS
ITEM
11 23
2020 PER COMMENTS
06 08
2021 PER COMMENTS
/
/ SITE SPECIFIC NOTES: SITE SUMMARY:
/ 1. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO CONSTRUCTION INCLUDING
USE: CLUBHOUSE
/ UNDERGROUND UTILITY CONNECTION POINTS, RECEIVING PIPE SIZES, INVERTS, AND PIPE MATERIALS
FOR UNDERGROUND STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON FINDING MAGISTERIAL DISTRICT RIVANNA
A DIFFERENCE IN FIELD CONDITIONS AND WHAT IS DEPICTED ON THE PLANS.
/ 2. CONTRACTOR SHALL ENGAGE MISS UTILITY OR A PRIVATE UTILITY LOCATION SERVICE TO MARK ALL
/ UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ZONING DISTRICT PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL)
3. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS, RELOCATIONS, NEW SERVICES, AND
TEMPORARY SERVICES WITH THE UTILITY OWNER PRIOR TO BEGINNING WORK. TAX MAPS/PARCELS 03200-00-00-02000 (PART OF)
/
4. MAILBOX LOCATION TO BE DETERMINED WITH UNITED STATES POSTAL SERVICE. / 03200-00-00-02300 (PART OF)
O ADA NOTES: 03200-00-00-02910
1. ALL SIDEWALKS AND
ENGINEER OF ANY DISCREPANCIES ACCESS
RAMPS
BETWEEN PDESIGN INFORMATION REQUIREMENTS.
CONTRACTOR
ONTRA SHALL
PRIOR NOTIFY
SPECIAL USE PERMIT: SP-2002-72
TO
CONSTRUCTION. ZONING ZMA-2000-00009
2. ACCESSIBLE PARKING SPACES, ACCESS ISLES AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ZMA-2013-00007 ACCORDANCE WITH ICC ANSI A117.109 AND THE 2015 VIRGINIA CONSTRUCTION CODE.
ARB APPROVAL # NOT APPLICABLE
EASEMENT 20' DRAINAGE
/ PROJECT AREA ACREAGE 2.04 AC
EX VARIABLE WIDTH l / RESERVOIR WATERSHED NORTH FORK RIVANNA - JACOBS RUN
SANITARY SEWER / / _ FEMA MAP 51003CO145D / DATED FEB. 4, 2005 / ZONE 'X'
EX 20' L%RAINAGE _
�// EASEME6C/T L3� _ BUILDING: 3,800 SF (TOTAL AREA)
�- _ _ _ HEIGHT2,600 SF (USEABLE RECREATION AREA)
/ -/- - _ /
/1��/L EX20 �- - - _ - _ - RIP AR P� - - _ _ - _ PARKING*: BUILDING: 1 PER 125 SF USEABLE REC. AREA
_ L=7'xW=5'xD=2' EX P/L L2 2600/125 = 21 SPACES
_ FILTER FABRIC SWIMMING POOL: 1 PER 125 SF WATER SURFACE
/ / �— /�f11-7'-� �1 EX 19 4545/125 = 36 SPACES
��1/� Ti- , 23 SPACES REQUIRED (57 SPACES REDUCED BY 607.)
/Z� 29 SPACES PROVIDED
Qg 27 STANDARD SPACES
2 ADA SPACES
J *THE MINIMUM NUMBER OF PARKING SPACES REQUIRED FOR A RESIDENTIAL RECREATIONAL FACILITY
WITHIN A SUBDIVISION SHALL BE REDUCED BY THE PERCENTAGE OF DWELLING UNITS WITHIN THE
SUBDIVISION WITHIN ONE -QUARTER MILE OF THE FACILITY.
REQUIRED SETBACKS: COMMERCIAL BUILDINGS
FRONT = 0' MINIMUM
NONE MAXIMUM
SIDE = 0 NOINIMUM
NE MAXIMUM
\
REAR = 0' MINIMUM
NONE MAXIMUM
QSITE IMPERVIOUS: 0.93 AC / 40,463 SF
C.o. C. 0. HCP 41 /
�SIGN HCP C //
G-12-SIGN
BUMPER
RETAINING WALL ° ` '. e BLOCK (TYP.) /
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Il l / / /// / / / J - -480- - - - 2. VDOT STANDARD ST-1 STEPS REQUIRED ON ALL CONCRETE STRUCTURES 4' TALL OR HIGHER
ll
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- 4. ALL ROOF DRAIN PIPE FROM BUILDING TO RCP STORM SEWER SHALL BE HDPE OR EQUAL
, 1 / , I , 1 / /
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\ \ \ \ 1 \ / / _ D NS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLI NUISANCE AND NOT
1 ' l ' l`\/ / / / / /------------------------- OVER SIDEWALKS
' i j i l / / / / / / / / /------------- 6. ALL STORM SEWER WITH INVERTS BELOW THE NORMAL POOL OF SWM BASIN TO BE 0-RING PIPE
UCTURES
/ / / / // //// // / i--------------- 8. ANY 7. TSTRUCTURE RPROPOSED ETO BE MODIFIED MUST BE REPLACED IN FOR ALL PLASTIC PIPE CONNECTIONS I THE EVENNTO T OFRDAMAGE DURING
.------------ MODIFICATION.
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Structure Table
Structure Name
STRUCTURE DETAILS
STRUCTURE DESCRIPTION
1
TOP = 484.500
VDOT DI-5
INV OUT = 481.000
TOP = 484.797
3
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DI-38-72in (6ft)
INV OUT = 480.685
TOP = 484.651
5
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DI-313-72in (6ft)
INV OUT = 476.486
TOP = 469.755
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STORM PIPE
FROM STR
TO STIR
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INV OUT
PIPE SIZE
PIPE LENGTH
Slope
2
1
3
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480.78
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479.69
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6
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476.49
466.00
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15.00%
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462.25
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06 08 2021 PER COMMENTS
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07-31-2020
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REVISIONS
DATE ITEM
11 2J 2020 PER COMMENTS
06 08 2021 PER COMMENTS
Z
°'
DATE
07-31-2020
scALE
0
PROJECT MANAGER
L
BRIAN C. MITCHELL, P.E.
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-°'o
DESIGNED BY
BCM / LEN
r
CHECKED BY
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20190267
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SHEET j
C - 6 r
TEMPORARY SEDIMENT TRAP
�
. • . I , .
r<<!rT
� nnnm nnnnen nnnnnn�
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---ORIGINAL
•.
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T
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1•
JVARIABUE*
1
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•
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�(ECXUC�AVATED)
• ORIGINAL
-
-GROUND
*SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP
....
:. - 1 9i ]i .
1 M - WI . 1
1 ...........
• • • • ••••••••
1•••••••••••••••
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• • • • • • • • • • • •
••,•,•..•,•,•,•,.•,•,•,•,
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• • • • •
• • • • • • • • •
• 1 • • • e • • • • • • •0 0 a
• • • .
CROSS SECTION OF OUTLET
LENGTH FEE
6 Xr-
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"Falls
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CLOTH
W-I
•• •-
-COARSEPERSPECTIVE
VIEW PERSPECTIVE VIEW
1 •PLASTIC
FENCE
METAL FENCE
OUTLET
aWmS I0ap44a II� ■W01■IIen a arrow eon realc rmG m[rws ra 5mmenl I.wDm1e. Wwl: rues avrA
aerrood ad >h•a2
SILT FENCE CULVERT INLET
clP PROTECTION
3.08
UMIVILL
IaE OF FlLL alL1£Rr
1DE OF iXl.
sLr FErvcE
•eSrAMCE 6 B' MNa11W M fLOW
x rowARo EMEVw(MEIR
Flow
OPTIONAL STONE COMBINATION*
FLOW K
as'
••VD01" A 1357. A 156 aft 157 COARSE e??LEGALE CUSS I RWRAP
W REPIACE SILT FENCE W • NONSEil wREN
RON VELOCITY OF FLOw a UD'EC1ED
SOURCE: ADAPTED From VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1
VIM'
NLW ANU Mack, bIANIwINLti
VA.DSWC
DD TEMP0RA4RY DIVEWSIOW DIKE
3.09 i Compacted Soil
min. 1 1
Area to be protected 18"
-Flow
_
1
ICI ICI ILI I �=1 1=1 -
I I_ I I I -I I �I I I-� I-� I-� I -I -I -1 11 1-_ _1 I El I
�I I I -III -I 11=11 I I -III -III -III -III -I 1=1 I I -III -I I I-
h 4.5' min. •I
SOURCE. VA. DSWC I I PLATE 3.09-1
., . .
® FIL -
RUNOFF WATER
WRE MESH
FILTERED WATER
CONCRETE GunER CUM INUT
THIS
-11� IIIII�IIIII IIIIII
METHOD OF INLET PROTECTION IS APPLKABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
IAICONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
. GRAVEL SHALL BE VIDOT 13. JJ157 OR 5 COARSE AGGREGATE
SOURCE: VA DSWC PUTS 3.07-6
11I1/ll/Il II IIIr - 'ice �\\ 1 I
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1111 Ill I11tiIt. ll
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1111 III IIIIII %/ / i ii i.
ST- q - - SCALE
l 1 "-50'
Silt Trap
1
Area=
1.80
acres
Wet Volume Req'd
3256
cf
Dry Volume Req'd
3256
cf
Bottom L =
37
ft
Bottom W =
19
ft
Wet Depth ee
3.0
ft
Dry Depth =
2.0
ft
Wet Volume Actual
3269
cf
Dry Volume Actual
3689
cf
Stone Outlet L =
11
ft
Side Slopes=
2 :1
Bottom Elev =
459.0
Top Width=
38.5
Top Lengthee
57.0
SOURCE: VA. DSWC PLATE. 3.13-2
IP SILT FENCE DROP INLET
PROTECTION
z x 4• wooD FR11ff
PROP INI£r
T M OMRE
1.5• lWf. FRAME
GIINER
U AT CO
AT CORNERS
PERSPECTIVE VIEWS
s AxE
FABRK' - r-
MIN.
z IIIII
�I
ELEVATION OF STAKE AND t�
FABRIC ORIENTATION DETAIL A
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTEC77ON IS APPLICABLE WHERE THE
INLET DRAINS A RELA77VELY FLAT AREA (SLOPE NO GREATER
THAN 5X) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
SOURCE: N.C. Erosion and Sediment Control Planning and Desian Manual. 1988 PLATE 3.07-1
TABLE 3.31-C
TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES
SEEDING RATE
NORTH'
SOUTH'
PLANT
3/1
5/1
a/is
z/is
5/1
9/1
SPECIES
CHARACTERISTICS
Acre
1000 ft2
to
to
to
to
to
to
4/30
8/15
11/1
4/30
9/1
11/15
OATS
3 bu. (up to ADO Ibs.,
2 lbs.
X
-
-
X
-
-
Use spring variation (e.g. Noble}
(Awns maw)
not less than 50 Ibs.)
RYEd
2 bu. (up to 110 Ibis.,
2.5 lbs.
X
-
X
X
-
X
Use for late fall sading% winter
(Send. wade)
not lase than 50 Ibs.)
cover. tolerates cold and low
moisture
GERMAN RYEGRASS
50 Ibis,
opprm t Iba
-
x
-
-
X
-
Waml-s•ssan annual. Dies at first
(Sabah Italm)
frost May be added to summer
mixes.
ANNUAL RYEGRASSC
60 lbs.
1 y2 Iba
X
-
X
X
-
X
May be added to mixes. All
(Lot mule -Scrum)
mow out of most stands.
WEEPING
15 Iba
5 )1 on.
-
X
-
-
X
-
Warm -noon perennial. May
LOVEGRASS
bunch. Telerate, hot, dry slopes
and acid, infartde sots. May be
(Emiyards .1.)
added to mixes.
KOREAN
25 Iba
opprm 1 h Iba
X
X
-
X
X
-
Warm seasonal annual legume.
LESPEDEZA°
Tolerates m1 sols. May be
Lasped.m dipule.)
added to mixes.
a Northern Piedmont and Mountain region. See Plate 3.22-1 and 3.22-2.
b Southern Piemont and Coastal Plain.
c May be used as a cover crop with spring seeding.
d May be used as a cover crop with fall seeding.
x May be planted between these dates.
- May rtst be planted between these dates.
TABLE 3.32-D
(Revised June 2D03)
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
SEED'
LAND USE
SPECIES
APPLICATION PER ACRE
Minimum Core Lawn
Tall Feemel
95-100%
(Commercial Or Residential
Perennial Ryegrow
Kentucky Bluegnbesl
D-5%
0-5R
TOTAL,175-200 Its.
High Maintenance Lawn
Tall Fescuel
TOTAL, 200-250 Iba
Tell Fescue
128 lbs.
General Slope (3:1 a less)
Red Top Grass or Creeping Red Fescue
Seasonal Nurse aap2
2 Iba.
20 Ibs
10TAL•��
Tall Fesme1
108 lbs.
Low -Maintenance Slone
I Red i Grass or Creeping Red Fescue
9
2 be.
(Steeper than 3:1)
Seasonal Nurse Crop2ep
20 Iba.
Crownwtchl
20 Its.
TOTAL 150 Its
1 - When selecting varities of turfgrass, use the Virginia Crop Improvement
Association (VCIA) recommended turfgross variety list. Quality seed will bear a
lable indicating that they are approved by VCIA. A current turgfgross variety list
is available at the local County Exteration office or through VCIA at
804-746-4884 or at httoe //sudan,e s.vt.edu Atmi/Turf/tu ublientions2.html
2 - Use seasonal nurse crop in occadonce with seeding dotes as stated below:
February 16th through April .................................................... Annual Rye
May let through August 15th............................................... Foxtail Millet
August 16th through October ................................................. Annual Rye
November through February 15th .............................................Winter Rye
3 - Substitute Sericea lespedeza far Crownvetch east of FormMlle, Va. (May
through September use hulled Sericea, all other periods, use unhulled Sericea).
If Flotpea is used increase rate to 30 lbs./acre. If Weeping Lovegrass is used,
include in any slope of low maintenance mixture cluing warmer seeding periods,
Increase to 30 - 40
SOURCE: VA DSWC
NARRATIVE
THIS PROJECT INVOLVES THE CONSTRUCTION OF A CLUBHOUSE THAT IS PART OF
THE OVERALL NORTH POINTE DEVELOPMENT.
THE EXISTING SITE IS HAS BEEN CLEARED AND GREADED WITH NORTH POINTE
SUBDMSION SECTION 1 . THE SITE SLOPES TO THE EAST T TO A CULVERT THAT WAS
PROPSOED WITH NORTH POINTE SUBDIVISION SECTION 1.
ADJACENT AREAS
THE SITE IS BORDERED BY THE ROADS THAT WERE PROPOSED WITH NORTH POINTE
SECTION 1, ROCKY CREEK DRIVE, NORTHPOINTE BOULEVARD AND NORTHFORK
DRIVE TO NORTH WEST AND SOUTH AND IS BORDERED BY A RESIDENTIAL LOT
PROPOSED WITH NORTHPOINTE SECTION 1 TO THE EAST.
OFFSITE AREAS
THERE IS NO OFFSITE WORK PROPOSED WITH THIS PROJECT.
SOILS
THE SITE IS CHARACTERIZED BY ELIOAK LOAM AND GLENELG LOAM.
CRITICAL AREAS
THIS SITE IS SET UP TO DRAIN TO A SEDIMENT TRAP WHICH WILL BE MAINTAINED
UNTIL THE SITE IS STABILIZED.
THE SITE CONTAINS STEEP SLOPES THROUGHOUT THE DISTURBED AREAS.
THESE DISTURBED AREAS WILL NEED TO BE SEEDED AND STABILIZATION ACHIEVED
TO PREVENT EROSION FROM OCCURRING AS THE WORK PROGRESSES. THE
CONTRACTOR SHOULD ALSO TAKE CARE TO KEEP CONSTRUCTION ENTRANCES IN
GOOD WORKING CONDITION IN ORDER TO NOT TRACK MUD ONTO EXISTING
ROADWAYS.
EROSION AND SEDIMENT CONTROL MEASURES - PHASE I
1 - ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED,
MAINTAINED AND REMOVED IN ACCORDANCE WITH THE CRITERIA AND GUIDELINES
CONTAINED IN THE CURRENT EDITION OF THE VIRGINIA EROSION & SEDIMENT
CONTROL HANDBOOK.
2 - PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO
DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY
PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN
SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL
REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT
STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR
MORE THAN ONE YEAR.
3 - WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC
ROADS, PROVISIONS SHALL BE MADE TO MINIvIZE THE TRANSPORT OF SEDIMENT BY
(VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN THIS MANNER.
4 - UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A - NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B - EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES.
C - EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND
DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS
OR OFF -SITE PROPERTY.
D - RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE
REGULATIONS.
E - APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
5 - ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY
ENVIRONMENTAL ENGINEERING IF WARRANTED BY FIELD CONDITIONS.
6 - THE TEMPORARY SEDMIENT TRAP SHALL NOT BE REMOVED UNTIL APPROVED BY
ENVIRONMENTAL ENGINEERING.
7 - A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT PRIOR TO ISSUANCE OF
A LAND DISTURBANCE PERMIT.
8 - AT THE TIME OF THE PRE -CONSTRUCTION MEETING, TWO STANDARD SIGNS MUST
BE INSTALLED ON EACH SIDE OF THE CONSTRUCTION ACCESS. THESE SIGNS SHOULD
STATE EITHER "CONSTRUCTION ENTRANCE AHEAD" OR "TRUCKS ENTERING
HIGHWAY".
CONSTRUCTION SEQUENCE TO BE AS FOLLOWS:
1. THE OWNER MUST GIVE THE COUNTY INSPECTOR 48 HOURS NOTIFICATION TO
SCHEDULE A PRE -CONSTRUCTION MEETING THAT WILL BE HELD AT COUNTY
OFFICE BUILDING LOCATED AT 401 MCINTItE ROAD FOR THE ISSUANCE OF A
LAND DISTURBANCE PERMIT.
2. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST ATTEND THE PRE -
CONSTRUCTION MEETING.
3. INSTALL CONSTRUCTION ENTRANCE ON THE ENTRANCE AS SHOWN.
4. CLEAR PRELIMINARY LIMITS OF DISTURBANCE AS NEEDED TO INSTALL SEDIMENT
TRAP.
5. INSTALL SEDIENT TRAP.
6. CLEAR PRELIMINARY LIMITS OF DISTURBANCE IN THIS AREA AS SHOWN
NECESSARY TO INSTALL ASSOICATED TEMPORARY DIVERSION DIKES AND SILT
FENCE TO DIRECT RUNOFF TO SEDIMENT TRAP.
7. INSTALL ALL DIVERSION DIKES AND SILT FENCE
8. CONTRACTOR SHALL CLEAR SEDIMENT TRAP OF SEDIMENT THAT BUILDS UP
OVER TIME AND PERFORM ANY REPAIRS NEEDED FOR THE TRAP TO FUNCTION
PROPERLY
9. AFTER THE INSTALLATION OF SEDIMENT TRAP AND OTHER INITIAL EROSION
CONTROL (EC) MEASURES, THE COUNTY INSPECTOR AND CRLD MUST MEET TO
INSPECT EC MEASURES BEFORE PROCEEDING TO PHASE II.
PERMANENT STABILIZATION
THE CONTRACTOR SHALL PROVIDE GRASS STABILIZATION ON ALL DENUDED AREAS
PRIOR TO TURNOVER OF THE PROJECT TO THE DEVELOPER. SEED SHALL BE APPLIED AS
DICTATED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
STORMWATER RUNOFF CONSIDERATIONS
FOUR BMPS HAVE BEEN DESIGNED TO COLLECTIVELY ADDRESS THE WATER
QUANTITY ASSOCIATED WITH THIS RESIDENTIAL DEVELOPMENT, , THE FUTURE
APARTMENT SITE, A PORTION OF THE FUTURE RESIDENTIAL SECTION EAST OF THIS
SECTION WITH NORTHPOINTE SECTION 1 AND THE CLUBHOUSE. THE POST
DEVELOPMENT RUNOFF WILL BE CONTAINED ONSITE IN TWO RETENTION BASINS AND
TWO BIO-RETENTION FILTERS THAT ARE DESIGNED TO MAINTAIN A STORM POST -
DEVELOPMENT RUNOFF RATE THAT IS LESS THAN THE STORM PRE -DEVELOPMENT
RUNOFF RATE FOR THE APPLICABLE SITE AREA. MS-19 FOR THE CLUBHOUSE IS
ACHIEVED BY THE EXISTING CULVERT INSTALLED UNDER FUTURE ROCKY CREEK DRIVE
TO DEMONSTRATE THE 10 YEAR STORM WILL BE CONTAINED WITHIN THE SYSTEM.
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED
DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SITE INSPECTIONS SHALL BE
CONDUCTED AS SPECIFIED IN VAR10-PART II-F. ATTENTION WILL BE GIVEN TO THE
FOLLOWING ITEMS:
a. SEDIMENT TRAP WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
C. SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT
LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE
MADE IMMEDIATELY. SEDIMENT DEPOSIT SHOULD BE REMOVED AFTER EACH
STORM EVENT. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE PREPARED AND SEEDED.
D. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP
THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY
SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE
REPLACED.
E. DIVERSION DIKES SHALL BE INSPECTED AFTER EVERY STORM EVENT AND
REPAIRS MADE TO THE DIKES, FLOW CHANNELS, OUTLET OR SEDIMENT TRAPPING
FACILITY, AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT
HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE
IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY
MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY.
DUST CONTROL
THE FOLLOWING TEMPORARY DUST CONTROL MEASURES SHALL BE USED DURING
CONSTRUCTION:
- VEGETATIVE COVER: IN AREAS SUBJECT TO LITTLE OR NO CONSTRUCTION
TRAFFIC, A VEGETATIVE STABILIZED SURFACE WILL REDUCE DUST EMISSIONS.
- MULCH: NOT RECOMMENDED FOR AREAS WITHIN HEAVY TRAFFIC PATHWAYS.
- IRRIGATION: SITE TO BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET.
REPEAT AS NEEDED. IT OFFERS FAST PROTECTION FOR HAUL ROADS AND
OTHER HEAVY TRAFFIC ROUTES.
EROSION AND SEDIMENT CONTROL MEASURES - PHASE II
1 - ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED,
MAINTAINED AND REMOVED IN ACCORDANCE WITH THE CRITERIA AND GUIDELINES
CONTAINED IN THE CURRENT EDITION OF THE VIRGINIA EROSION & SEDIMENT
CONTROL HANDBOOK.
2 - PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO
DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY
PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN
SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL
REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT
STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR
MORE THAN ONE YEAR.
3 - WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC
ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
(VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN THIS MANNER.
4 - UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A - NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B - EXCAVATED MATERIAL. SHALL BE PLACID ON THE UPHILL SIDE OF
TRENCHES.
C - EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND
DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS
OR OFF -SITE PROPERTY.
D - RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE
REGULATIONS.
E - APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
5 - ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY
ENVIRONMENTAL ENGINEERING IF WARRANTED BY FIELD CONDITIONS.
6 - THE TEMPORARY SEDIMENT TRAPS OR SEDIMENT BASIN SHALL NOT BE REMOVED
UNTIL APPROVED BY ENVIRONMENTAL ENGINEERING.
7 - A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT PRIOR TO ISSUANCE OF
A LAND DISTURBANCE PERMIT.
8 - AT THE TIME OF THE PRE -CONSTRUCTION MEETING, TWO STANDARD SIGNS MUST
BE INSTALLED ON EACH SIDE OF THE CONSTRUCTION ACCESS. THESE SIGNS SHOULD
STATE EITHER "CONSTRUCTION ENTRANCE AHEAD" OR "TRUCKS ENTERING
HIGHWAY".
CONSTRUCTION SEQUENCE TO BE AS FOLLOWS:
1. CLEAR AND GRUB TO FINAL LIMITS OF CLEARING.
2. BEGIN SITE GRADING OPERATIONS.
3. BEGIN BUILDING PAD AND BUILDING CONTRUCTION.
4. INSTALL STORM SEWER PIPES AND STRUCTURES, INSTALLING INLET PROTECTION
FOR THE DRAINAGE INLETS AS PROGRESSION OCCURS.
5. INSTALL CURB AND GUTTER, STONE, AND PAVEMENT.
6. SEED ALL DENUDED AREAS.
ONCE LAND DISTURBANCE AREAS HAVE BEEN FULLY STABILIZED, CONTRACTOR
SHALL REMOVE SEDIMENT TRAP AND OTHER EC DEVICES UPON APPROVAL OF
ENVIRONMENTAL INSPECTOR.
In accordance with Minimum Standard 19 of the Erovm and Sediment Control Regulations, adequacy of receiving channels orpipes must beveriSedby
addressing me of the following Adequacy Situations=
A. The drainage area from the project at the discharge point is less than or equal to one percent (1%) of the total drainage area at the discharge point. (Project
Drainage Area and Total Drainage Area arerequired),
Or
B. Natural channels must be analyzed to demonstrate that (1) the two-year storm will not overtop the channel banks and (2) the two-year storm will not cause
erosion of the channel bed ar banks (Q.,;, Q: and Vaarerequired)
Or
C. Man-made channels must be analyzed to demonstrate that (1) the ten-year storm will not Overtop the flannel banks and (2) the two-year storm will not
cause erosion of the channel bed or banks, or (3) the 10-year storm will not cause erosion of the channel bed or banks for improvements within Cmnty
Drainage Easements (Q.w.;,{,Qlo: and Vj!Vloarerequired),
.a._ ._._._
.D. • Pipes and storm sewer systems must be analyzed to demonstrate that the ten-year storm will be contained within the system (Qcapacity, Qlo: and hydraulic
. _grade line calculations - -e- vea).- ........... ........... ........ .
Or
E. Runoff is discharged through an energy dissipator where flu poorly drained topography exists within the limits of the 100-year Floodplain. RPA or
Wetland and when acceptable velociti es are demonstrated A farm al written variance request must be submitted to and approved by Env. Eng.
Or
F. The pre -development runoff rate is maintained by methods other than msite detention for the Q (natural) or Qo (man-made) stone event dming the same
post -developed stone event discharging into an adequatenatural m man-made conveyance system_ If not adequate, a formal written variance request
most be submitted to and approved by Env. Eng.
Or
G_ The pre -development mnaffrmehas been a chievaiviamsite detention Aformal written variance request must be submitted to and approved by
Env. Eng.
Or
H_ Acombination a' thenhove methods toinclude detention and di,.mageimprovements, oz other measures acceptable to Environmental Engineering to
prevevt downstream erosion. (A formal written variance request must be submitted to and approved by Env. Eng. )
Discharge Point
Adequacy
Situation
Project Total
Dtaivage Drainage
Area Area
Q�y
Q2 Qso
V2 VLo
Cross Section, Profile, DA
Map and Calculations
Shown on Sheet
X-Sectim A
D
1.80 AC 8.97 AC
175.94 CFS
N/A 24.89 CFS
NA 15.2 FPS
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REVISIONS
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11 23 2020 PER COMMENTS
06 08 2021 PER COMMENTS
DATE
07-31-2020
SCALE
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PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
DESIGNED BY
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GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
824.. IN 24
INITIAL BACKFILL a. wB
MIN MIN. MIN MIN.
\ 6" BEDDING
#68 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
INITIAL BACKFlLL l 4 I
UNSTABLE
SOIL\ _ MIN. MIN. MIN MIN
#68 STONE
{:e •.> RANULAR FILL AS =y:::, •f3
`?*'S."i'+-'L;'•<� APPROVED BY ACSA /� >Y•``'r'+G-i'`•<i�
ST cl STABLE SOIL OR ROCK'
NOTE :
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
2016 ROAD & BRIDGE STANDARDS
1/3 BEND
1• T SIP
saT COPPER
1101.
NOTE:
NO SIEAIFD FITTINGS
DUAL SERVICE
SINGLE SERVICE
NOTE:
1) SADDLES SHAH BE USED ON PVC PIPE
TIME
O❑
1- COMPRESSION x 3/4' MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
Z.
"'IMPRESSION x 3/4T' MALE PIPE COUPLING
PPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-6A
_ A _. EW-lEA
S
D
X
SEE NOTE 1
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SHAPE TO BE
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NOTES: 1. "HPMAY BE REDUCED UNTIL "XI REACHES A MINIMUM OF 4" WHERE
EDYINL WOULD PROTRUDE MOVE SHOULDER LINE.
6. BEVEL EDGE S REQUIRED W THE KADWILL AT ME MET END OF THE
IN NO CASE SHALL TOP OF ENDW&L PROJECT MOVE FILL SLOPE,
CULVERT (WHERE THE FLOW ENTERS THE CULVERT).
CTCH SLOPE. OR SHOULDER.
J. HEMW&L AT THE OUTLET ENO OF THE CULVERT MAY BE EITHER SQUARE
2. THIS ITEM MAY BE PREc0.5i OR CUT IN PLACE.
EDGE OR BEVEL EDGE.
3. AL CAST IN PLACE CONCRETE TO BE CLASS AD. FOR PBECAST SEE
8.ON SHALLOW FILLS. WHERE ENDWA.LS ME 1' OR LESS BELOW SHOULDER
SHEET 101.02.
LINE, THE TOP OF THE ENDW&L SHALL BE CONSTRUCTED PARALLEL TO THE
CRAPE QF THE ROM.
4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL
SKEWSCO•70 45').
9, Y•i' CHAFER MAY BE PROVIDED W ALL EDGES AT MANUFACTURER'S OPTION.
S. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT
WITH INVERT OR WNGWALLS OCCUR
EW-1
EW-1A
ENDWALL FOR CIRCULAR PIPE
DIAMETER OF ME C LVERT
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15"
18"
21" OR 24"
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3" OR W
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0'-2"
0,-2V
O'-3"
CUBIC YARDS OF CONCRETE
CONC. PPE
1 0.241
1 0.492
1 0.697
1 L319
2.067
2.947
C.M. PIPE
1 0.257
1 0.521
1 0.739
1 1.398
1 2.195
3.145
ENDWALL FOR ELLIPTICAL PIPE
SIZE OF ELLIPTICAL PIPE CULVERT LSPAN x RISE)
23"x14'
30"x19"
34"x22"
38"x24•
42'427"
45"x29"
49'x32"
SV'x34"
A
0'-B•
0'-F'
C-D"
M-W
a-11•
I-0„
1'-0•
11
B
1-2"
1-5•
1'-8"
1'-8"
T-W,
T_10•
T-W"
T-1P
C
T-8"
1'-W
2•-T
Y-4•
2_5.,
2._7
2'-8.
2'-9„
D
1-2"
1'-]'
T-VI
2'-O"
2'-3"
2'-B'
2'-B•
2'-W'
F
W_8.
0�8..
O.-T.
0.-TTW
C-p
0.-y
0.-9.
0I
X
2._1D„
y_3,.
y_J,.
3.-l"
4,_0„
4._2.
y_5.
4,_0.,
L
5'-5•
1-2"
1-8"
9'-2•
112"
la-T"
11
S
T-W
2•i•
2•_10.
y_2W
yb.
3_9.
V-T'
{._5.
o'-y/r
o'-y/x"
ai•
0'-4'/L"
a-4%W
TI
a-6%r•
b
0'-2•
1 0'-21/4•
W-2Y'i'
0'-3"
0'-31/2-'
0'-3Y'4-'
0'4•
C-41/i'
CUBIC YARDS OF CONCRETE
CONCRIPE 1 0.502 1 0.855 1.236 1 1.500 USTI 2.101 2.512 2.501
REFERENCE" STANDARD ENDWALL FOR PIPE CULVERTS ��""'
ROAD AND BROCE sTANOMOs
105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF 1
302 VIRGINIA DEPALTIENT OF TRANSPORTATION
101.01
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
CG-2
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST N PLACE.
2. CONCRETE TO BE CLASS A3 F CAST N PLACE.
4000 PSI IF PRECUT.
3. CURB HAVING A RADIUS OF M FEET OR LESS
'C' IT
MORG FACE OF CURB) WILL, BE PAD FOR U
RADIX CURB.
4, THE DEPTH OF CUB MAY BE REDUCED U MUCH
•*�
AS 3" <15" DEPTH) OR INCREASED U MUCH AS
3" (21" DEPTH)IN ORDER THAT THE BOTTOM
OF CURB WILL CCNCDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
D'f! *'f
OTHERWISE. THE DEPTH IS TO BE 18" AS SHOWN.
♦
NO ADJUSTMENT N THE PRICE BD IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
5. CG-2 IS TO BE USED ON ROADWAYS MEETING
W A'
THE REQUIREMENTS FOR CG-6 AS SHOWN IN
ly
D' ! *• ! D
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
. ..
',
OR THE SECTION CS URBAN STANDARDS.
e•' A
D.;' D._ D
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
REFERENCE' STANDARD 6" CURB ��"" ROM AND BRIDGE STANDARDS
105 REVISION DATE SHEET 1 OF 1
M2 MMMA DEPARTMENT OF TRANSPORTATION
201.01
2016 ROAD & BRIDGE STANDARDS
TD-10
2016 ROAD & BRIDGE STANDARDS
SEE STANDMM SL-1 FOR APPLICABILITY OF SAFETY SLABS. B
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
EMBEDMENT B"MIN
SPRING LINE
OF PIPE
NO. 68 STONEI;
AINING BACKFlLL SHALL
CONTAIN ROCK MATERIAL
GER THAN 5" IN ANY
:NSION
� AL BACKFlLL*
LIFTS)
THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
4UNCHING
:DDING 6" max
4" min
)UNDATION (SHALL BE
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. S-3
HALF PLAN VIEW
TD-34
B
HALF SECTION A -A
WITH FRAME AND COVER REMOVED)
BRICK CONCRETE
NOTES:
1. CMNARETIMS SHOWN AFOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
TABLE OF QUANTITIES
WM
BRICK MANHOLE
CONCRETE
MNCREE
BRICK
CONCRETE
CONCRETE
FEET
THDUSMDS
W. YARDS
SAY
4
0.5
0JB5
1.4A
5
0.7
01
1.899
a
0.9
0.785
1EM
J
1.0
01
°
1.2
0.7BS
2.485
9
1.4
01
2.]4]
10
1.8
O,7W
11
1.9
0.970
3.455
12
2.2
J
13
2.5
J
4.179
R
2.8
J
4.541
15
3.1
J
4.903
M
3.4
.265
17
4.0
6.032
INCREMENT
0.45
1 0,582
OBTAIN TRUE QUANTITIES
2. A BASE THICKNESS OF 9" WAS USED IN
CONFUTING CONCRETE COMMITS.
3. INCREMENTS TO BE ADDED FOR EACH
ADDITION& FOOT OF DEPTH.
4. MATERIALS MAY BE BRICK, CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK.
5. F BLOCKS ME USED THE MINIMUM
MICKNESS OF SINE IS TO BE 5".
OTHER THICKNESSES ME TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
6. ALL CONCRETE TO BE CLASS AT.
T. WHEN SPECIFIED ON PLANS THE
INVERT 5 TO BE SHAPED IN
ACCORDANCE WITH STMDMD IS_,.
THE COST OF FURNISHING Mp PLACING
&L MATERIALS INCIDENT& TO THE
SHARING IS TO BE INLLUOEO IN THIS BIO
PRICE FOR THE STRUCTURE.
SPECIFICATION
REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD MD BRIDGE STANDARDS
302 OTCNA DEPARTMENT OF 11MNtlPORTAION REVISION DATE SHEET 1 OF 5
1.
06.01
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
CG-6
NOTES:
L THIS REM MAY BE PRECAST OR CAST N PLACE.
2. CONCRETE TO BE CLAPS M IF CAST N PLACE.
4000 PIN F PRECAST.
3. COMBINATION CURB N GUTTER HAVING A RADIUS
OF W FEET OR LESS (ALONG FAQ OF CURB)
SHALL BE PAD FOR U RADIAL COMBINATION
CURB ! GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CURB M CUTTER
OF SUBBASE COURSES ANDMTO THETDEPTH OF HE
THE PAVEMENT.
5. &LOWABLE CRITERIA FOR THE USE OF CG-S
IS BASED ON ROADWAY CLASSFICATION AND
DESIGN SPEED ASI R THE ROAD DESON SHOWN
INT'THE SECTOR
ON GS URBAN STANDARDS.
D
D 'A •'A •'D •'D .
BE ONCRETE
OF CMEE CONTRACTOR
REFERENLE COMBINATION 6" CURB AND GUTTER ROM AND BRIDGE D BRIDGE I
STANDMOS
D5 REVISION DATE SHEET 1 OF 1
M2 VIRGINAL BEPMTMNT OF TRANSPORTATION
201.03
2016 ROAD & BRIDGE STANDARDS
MF1
SECTION A -A
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
.,. M., y .
l'-O" MAX
RUBBER COATED STEEL
3'-0"
MIN
STEPS CAST IN PLACE
PRECAST REINFORCED
CONCRETE SECTIONS
1�2 -M IN
"0" RING SEALS
4
16" MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5"
4'-0"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE
1 FILLETS
VARIES
CHANNEL TO BE
3 4 DIAMETER OFJ�
CONTRIBUTING
.4
-
SEWER.
"
A FILLETED INVERT
OR A SMOOTH
{
"•d.' 12"
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
MIN. 6" BEDDING
NOTE :
W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN
IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS
TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE
SECTION
SHOWING BRANCH
TIE-IN
N.T.S
FIG. S-I-A
TD-25
2016 ROAD & BRIDGE STANDARDS
TIE LETTERS V.D.o.T. ARE OPTIONAL
IF USED THE LETTERS ME TO BE
CAST IN OF
HE DRESSION IN)"TWIDE
COVER RNSM %I HIGHP
SHOWN.AS
IOWN.
❑ ❑ ❑
El El❑ El
A
V. D. 0. V.
LETTERING
❑
OPTIONAL
O ❑ ❑ ❑ ❑
❑ ❑ ❑
APPROXIMATE WEIGHT
CAST IRON
TOP
FRME 239 + 12 LBS.
COVER 137 + J LBS.
SECTION B-B BOTTOM
XVOUF SPECFICATON
REFERENCE
ROM AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER
SHEET 2 OF 5 REVISION DATE MgONA DEPARTMENT OF TRARSPCRTATON 22{
T08.02 302
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
CC-12
A MA .
05 ROWELS, S" LONG " PERIAMELE
AT 12' C-C gyN, JONTTRUCTION 121_. Mu
4• MN
120 MAx 0 B s
2:�YPX I
J} WITH BUFFER STRIP
RAMP RAM! M
(SEE TABLE) A WE TABLE) 1 +.
TRUNCATED DOMES 12': MA=a' 4' "'ABM
SEE SHEET 10F 5 FOR DETALS 'M�\
5'-0.. MN \ -- A
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 4 WITH BUFFER STRIP
201
4 1101
11 MAW7
=WITHOUT�EUFFER
SECTION A -A STRIP
PERMISSIBLE
CONSTRUCTION
JOINT 13i1 N
1
0
SECTION B-B cwe
n �� CROSSWALK
II w!'SW"C LNPJI AREA
�% WISDE Cf TP. FO
CROSSWALK CUR pPRIE BE FH. FOR
NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARMNG SURFACE, WITHIN
7X MA c6DRswux
SEE SHEET 1OF 5. Y5 ' O TssWNM AREAB
THE REQUIRED LENGTX OF PARALLEL RAMP TYPICAL PLACEMENT cw8
IS LIMITED TO 15 FEET, REGARDLESS OF THE 4 NFFER STRIP
YORE. AT INTERSECTION 5'RBEWAI(
WITHIN CROSSWALK
LAWG 4MI ART DIAGONAL PLACEMENT
as
L.WUM le:l Wwx. LNIMNO 4614u.
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB 6" CURB
0
4
6
1
5
2
5
a
B
3
6
9
4
°
12
5
D
5
8
M
15
XvooT
ROM AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE
203.07
DJ/I6
S SWE
RB
p 5,� CURB
CROSSWALK
" S _ CROSSWALK v2'I
f � b
Y
LpGE RRTE CURB n N n CIrR
WITH BUFFER STRIP o
WITHOUT BUFFER STRIA
CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
REFERENCE
TYPE B (PARALLEL) APPLICATION 1as
VIRGINIA DEPARTMENT OF TRANSPORTATION 502
2016 ROAD & BRIDGE STANDARDS
IOU - -- - --fWAmi
lm�!
oil,
RACE OF LWM
3' FTW
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t eaCK
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T
e'
TYPICAL PAWKING
ELEVATION NEW ELEVAITON HEW
SPACE DETAIL
SCUD BOARD GATE SOUR BOARD FENCE
NOT To SCALE
BUMP,STER SCREENING BETAIL
NOT TO SaaE
NNAMORAP SAW LOCATION
HANDICAPPED
1:12.
eI
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SIDETYALI(
LINK
y
1i
ANY
�%
•ar,.a,RB,umOInTEa
PARKING
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ao-E6oO
BEEDHTELY ADJACENT TO CWB
RWP STJAIL ACTIVE sr¢Pm
ICI�WLIY
fe'
TNW 1:20
NOTE
HANDICAPPED SPACES SHALL BE IDdIRRED BY ABOVE GRADE MR
AS RESERVED FOR PMSMMM.Y H4NOM.r1PPED PERSO/IS
PROVIDE (1) 12- X18- SMN AT EACH HANDC4PPED PARKING SPACE
TNOIGTTED GN Tiff SITE PLR. SR'W MILE BE ALUNNVN (MATTED wRTE)
WITH GREEN LETTERS AND W ERNNTIOAM N)EE.CFWR SYMBOL
(DEPRESSED WDEMWALK)
PRCHOE A B. X 12• SIGN BELOW THE NNEELC/1NR SYMBOL SKEWING
LPa MR WI
HANDICAP RAMpP DETAIL
CC-1.GB
ME SO
CRA LOWER EDGE OF SUNS SFW1 BE AT !FAST BO INCHES ABJIE-
GR10E
RWOULAR
NOT TO SCALE
HANDICAPPED PARKING SIGN
m RR T7.4RlY Aw)? dLL RlMRA/ .4RWA'R P7PA:(? A.CvvIriATRn ®79PR' TF7/.P PR1lrF.lT
NO PROJECTION OF PPE ABOVE GROUND LIE
TOP OF FILL
TOP OF ru
ra► or PLL
NINWO LMWE_
GROUND
LIME
alaFD LINE
--
NN/
J/ N
�. J
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♦ RODI1 DR
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N IEpSOIL
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a
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NAMAINEBEDO
X 0 A
PER IOr X
i. °' Mu 24•
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROC( FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PPE PROJECTION ABOVE GROUND LINE
M. LD .0 IfL IA ! 0
IK LD x 0 MN LD [ 0
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ry ar rWW
u
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ME III SEWING
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MMATERIAL
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROC( FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
® SEECTRON 302 OF THE ROAD AND BRIDGE NOTES:
SPC[FKATDNS
FOR PIPE, UNITS OF THE CLASS I S/CIaILL NATER& 9YLL E
XT EXTENDED T
3 BAC1aLL OUTER& N ACCORDANCE C%iEIDm i0 l' AMOK iK TOP Of TIE •r.L
PO
NTH
NTH SECTIM 302 Of THE ROAD AD 9lOCE
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AD STCEI SEWERS DlHI/A AO1L5 GW s(LI O).00-
RECIIp g/�YEII RATE RVL N ACCORDANCE
m N1H YC110/1 J02 OE TK ROM ND BICOF CRVSHCD 0. A55 OFNrpRE/OC TO THE 97F KOlART4Nf4 r01 CI*ACR RUN
fP[6 IIQNS /OQSGA'E SITE 35 AND 26 WVY BE ISFD N PSALMS OF CLA39I BAIXFLL
® ELONMIMT
� 9
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
RE�NCE
READ ,!� ,rD,RDS
CIRC. PIPE BEDDING AND BACKFlLL - METHOD "A"
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06 08 2021 PER COMMENTS
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DATE
07-31-2020
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PROJECT MANAGER
BRIAN C. MITCHELL, P.E.III
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PERFORMANCE -BASED WATER QUALITY CALCULATION APPENDIX 51
PERFORMANCE -BASED WATER QUALITY CALCULATION APPENDIX SD
4. Calculate the pollutant load removed by the proposed BMP(s):
Worksheet 1
Worksheet 2 : Situation 2
Lremoved =
EffBMp x LBMP (Equation 5-24)
Page 1 of 3
Page 1 of 4
Where: Lremoved =
Post -development pollutant load removed by proposed BMP
STEP 1 Determine the applicable area (A) and the post -developed impervious cover
Summary of Situation 2 criteria : from calculations procedure STEP 1thru STEP 3, Worksheet 1:
(pounds peryear)
(Ipost)
EffBMP =
pollutatn removal efficiency of BMP (expressed in decimal form)
Applicable area (A)* = 83.34 acres
Applicable area (A)* = 83.34 acres
LBMP =
relative post-devlopmenttotal phosphorus load entering
Post -development impervious cover:
(post=(total post -development impervious cover/ A)x100= 43%
proposed BMP (pounds per year)
Structures = acres
parking lot = acres
* The area subject to the criteria may vary from locality to locality. Therefore,
Lremoved/BMPI =
65 x 21.516 = 13.985 pounds per year
roadway = acres
consult the locality for proper determination of this value.
other:
Iwatershed = 16%
Lremoved/BMP2 =
x per Y
50 1.820 = 0.910 pounds year
p oun
= acres
lexisting = (total post -development impervious cover/ A)x10C 00/0
= acres
Total = acres
lexisting 0% < Iwatersher 16%
Lremoved/BMP3 =
65 x 48.815 = 31.730 pounds per year
(post 43% > Iwatersher 16%
(post=(total post -development impervious cover/A) x 100= 43%
4emoved/BMP4 =
50 x 1.411 = 0.705 pounds per year
STEP 4 Determine the relative pre -development pollutant load (Lpre).
* The area subject to the criteria may vary from locality to locality. Therefore,
5. Calculate the total pollutant
load removed bythe BMP(s):
consultthelocalityforproper determination ofthis value.
Lpre(watershed)=[0.05+(0.009xIwatershed) IxAx2.28 (Equation5-16)
Lremoved/total =
Lremoved/BMPI+4emoved/BMP2+Lremoved/BMP3+Lremoved/BMP4
STEP 2 Determine the average land cover condition (Iwatershed) orthe existing
Where (watershed) = relative pre -development total phosphorus load (pounds peryear)
impervious cover I
P (ex'sting)
Iwatershed = average land cover condition forspecific watersh or locality or
Lremoved/total =
13.99 + 0.91 + 31.73 + 0.71
the Chesapeake Bay default value of 16% (percent expressed in
Average land cover condition (Iw,tpRhpd):
whole numbers)
=
47.33 Pounds peryear
A = Applicable area (acres)
If the locality has determined land coverconditions for individual watersheds within its
6. Verify compliance:
jurisdiction, use the watershed specificvalue determined by the locality as Iwa�,sned-
L 0.05+ 0.009 x 16%
preiwatershed) _ [ ( ) )] x 83.34 x 2.28
= 36.863 Pounds per year
Lremoved/total
RR
lwatershed = 160/
Worksheet 2 : Situation 2
47.33 >
46.70
Worksheet 1
Page 1 of 4
Page 2 of 3
Existing impervious cover (Iexst;np):
Determine the existing impervious cover of eth development site if present.
Existing impervious cover:
Structures = acres
parking lot = acres
roadway = acres
other:
Total
= acres
= acres
= acres
lexisting = (total post -development impervious cover/A) x 101 01/o
* The area should be the same as used in STEP 1.
STEP 3 Determine the appropriate situation.
The site informtaion determined in STEP 1 and STEP 2 provide enough information to
determine the appropriate development situation underwhich the performance criteria will
apply. Check ( ) the appropriate development situation as follows:
Situation 1: This consists of land development where the existing percent impervious
cover (lexisting) is less than or equal to the average land covercondition
(Iwatershed) and the proposed improvements will create a total percent
impervious cover (Ipost) which is less than or equal to the average land
cover condition (I watershed)
Ipost Iwatershed
Worksheet 1
Page 3 of 3
X Situation 2: This consists of land development where the existing percent impervious
cover (lexisting) is less than or equal to the average land covercondition
(Iwatershed) and the proposed improvements will create a total percent
impervious cover (lp°st) which is greaterthan the average land cover
condition (Iwatershed)•
lexisting 0•� < Iwatershed 16%
(post 43% > Iwatershed 16%
Situation 3: This consists of land development where the existing percent impervious
cover (lexisting) is greaterthan the average land covercondition (Iwatershed)
lexistin¢ Iwatershed
Situation 4: This consists of land development where the existing percent impervious
cover(Iexst;ng) is served by an existing stormwater management BMP (s)
that addresses water aual itv
If the proposed development meets the criteria for development Situation 1, than the low
density development is considered to be the BMP and no pollutant removal is required.
The calculation procedure for Situation 1 stops here. If the proposed development meets
the criteria for development Situations 2, 3 or4, then proceed to STEP 4 on the
appropriate worsheet.
STEP 5 Determine the relative post -development pollutant load (Lpost).
Lpost = [0.05+(0.009 x Iwatershed)] x A x 2.28 (Equation 5-16)
Where: Lpost = relativepost-development total phosphorus load (pounds per year)
I post = post -development percent impervious cover (expressed in
whole numbers)
A = Applicable area (acres)
Lpost = [0.05 + (0.009) x 43% )] x 83.34 x 2.28
= 83.563 Pounds per year
STEP 6 Determine the relative poluutant removal requirement (RR).
RR = Lpost - Lpre(watershed)
RR = 83.563 - 36.863
= 46.700 Pounds per year
STEP 7 Identify best management practice (BMP) for the site.
1. Determine the required pollutant removal efficiency forthe site:
EFF = ( RR / Lpost) x 100
Where: EFF = required pollutant removal efficiency (percent expressed in whole
numbers)
RR = pollutant removal requirement (pounds peryear)
Lpost = relative post -development total phosphorus load (pounds per
year)
EFF = 46.700 / 83.563 x 100
= 56%
2. Select BMP (s) from Table 5-15 and locate on the site:
BMP 1:
BMP 2:
BMP 3:
BMP 4:
BMP 5:
3. Determine the pollutant load enteringthe proposed BMP(s) :
LBMp = [0.05+(0.009 x IBMp)] x A x 2.28 (Equation 5-23)
Where: LBMP = relative post -development total phosphorus load entering
proposed BMP (pounds per year)
Ipost = post -development percent impervious coverof BMP drainage area
percent expressed in whole numbers)
A = Applicable area of proposed BMP (acres)
LBMp1 = [0.05 + (0.009) x 43 )] x 21.60 x 2.28
= 21.516 Pounds per year
LBMP2 = 10.05+(0.009) x 41 )] x 1.91 x 2.28
= 1.820 Pounds per year
LBMP3 = [0.05 + (0.009) x 53 )] x 40.31 x 2.28
= 48.815 Pounds per year
LBMP4 = [0.05 + (0.009) x 39 )] x 1.54 x 2.28
= 1.411 Pounds per year
Water Quality Volume Calculations:
Vwq (ft3)= Impervious area (ft) x 0.5 (in) / 12 (in./ft
Vwq (ac.ft.) = Vwq (ft) / 43560 ftz/ac.
SW M/BM P1:
Drainage Area = 21.60 acres
Impervious = 43%
= 9.2852 acres
Vwq (ft) = 16,853 ft3
Required 4x Vwq = 67,411 ft3
Provided WQvolume = 101,646 ft3
SW M/BMP2 :
Drainage Area =
1.91 acres
Impervious =
41 %
=
0.781 acres
Vwq (ft3) =
2,835 ft3
treatment volume 0.5"
of runoff from impervious arei
Provided WQvolume =
4,929 ft3
SW M/BMP3 :
Drainage Area = 40.31 acres
Impervious = 53 %
= 21.5495 acres
Vwq (ft3) =
39,112 ft3
Required 4x Vwq =
156,449 ft3
Provided WQvolume =
174,449 ft3
SW M/BMP4 :
Drainage Area =
1.54 acres
Impervious =
39 %
=
0.602 acres
Vwq (ft) =
1,093 ft3
treatment volume 0.5"
of runoff from impervious arei
Provided WQvolume =
2,359 ft3
AREAS SUMMARY TABLE:
ONSITE
OFFSITE (NOTADI
SITE AREA)
NO,
ACRES
IMP. %
BYPASS 1
1.74
30
BYPASS 2
0.84
26
BYPASS 3
1.40
27
BYPASS 4
9.52
28
BYPASS 5
3.84
0
BYPASS 6
0.64
10
DA-1
21.60
43
DA-1A
3.85
6
DA-2
1.91
41
DA-3
40.31
53
DA-4
1.54
39
)EDTOAPPLICABLE
APPLICABLE SITE AREA 83.34 ACRES
I post = 43%
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BRIAN C. MIKCHELI
Lic. No. 035724
,* 0610812021 ,
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REVISIONS
DATE ITEM
11 23 2020 PER COMMENTS
06 08 2021 PER COMMENTS
DATE
07-31-2020
scALE
NO SCALE
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
DESIGNED BY
BCM / LEN
CHECKED BY
PROJq
20190267
SHEET #
C-4A