HomeMy WebLinkAboutSDP200800041 Plan - Approved 2009-04-24Subrnitt,-i' pe
Ref ,- wed and Approved by theCOmmunit - eve .) meent apartmentDate
File# 4412 A
C1 "11 11IS
WO FJ.-.,0,44 Twsa R SIDIF]
AL..BEMARL.,E CO UN...ry
IMA 10, 2008
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01 1 a, 10, 1 US I IRMW I
DRAWING NO. SHEET NO.
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TITLE
COVER SHEET
ZMA PROFFERS
ZMA PROFFERS, SPECIAL USE PERMIT, LEGEND & ABBREVIATIONS
SPECIAL USE PERMIT AND NOTES
GENERAL NOTES AND TABLES
GENERAL NOTES, DETAILS, AND TYPICAL SECTIONS
EXISTING CONDITIONS AND DEMOLITION PLAN
LAND USE PLAN
OVERALL LAYOUT PLAN
SITE LAYOUT, GRADING AND UTILITY PLAN
SITE LAYOUT, GRADING AN UTILITY PLAN
SITE LAYOUT, GRADING AND UTILITY PLAN
SITE LAYOUT, GRADING AND UTILITY PLAN
ROUTE 29 ROAD IMPROVEMENTS
DRAINAGE AREA MAPS
PRELIMINARY REMOVAL. RATE CALCULATIONS
SITE DATA
DEVELOPER /APPLICANT: NEIGHBORHOOD INVESTME'.TS - NP, LLC
C/O RICHARD SPURZEM
P. 0. DRAWER R
CHARLOTTESVILLE, VA 22903
434) 923 -8900
ENGINEER: WW ASSOCIATES, INC
C/O HERBERT F. WHITE III, P.E.
1402 GREENBRIER PLACE
CHARLOTTESVILLE, VA 22901
434) 984 -2700
SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES, INC.
SOURCE OF TOPOGRAPHY: AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING
HORIZONTAL DATUM VIRGINIA STATE GRID NORTH -SOUTH ZONE
VERTICAL GRID NAVD '88
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2 ADDRESSED COUNTY COMMENTSZ -
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NO. I SHEET REVISION
RIVANNA
TM 32 -22K AND TM 32 -22H
PD -MC AND EC (ENTRANCE CORRIDOR OVERLAY DISTRICT)
DEVELOPMENT AREA
COMMUNITY
DEVELOPMENT AREA - COMMUNITY
N/A
PCS 5/2/08
PCS 5/2/08
PCS 3/9/09
BY I DATE I NO.
ZMA-00-009
S.P-02-072
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AIRPORT % SITE
ACRES
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NORTHWESTQRKd OF / 85
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RESIDENTIAL
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NORTH POINTE
I &M
FIT RD
605
VICINITY MAP
SCALE: 1 " =2000'
SHEET REVISION i IA
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SITE DATA (:CONTINUED)
YARD REQUIREMENTS:
PARKING REQUIREMENT:
PARKING PROVIDED:
MAGISTERIAL DISTRICT:
3 TAX MAP PARCEL:
TYPE OF RESIDENCE MIN.
v
MAX.
o ZONING:
U
MAX.
MULTI - FAMILY
COMP. PLAN LAND USE DESIGNATION:
18'50'
LO DEVELOPMENT AREA:
WATER RESOURCE AREA:
3 WATER SUPPLY PROTECTION AREA:
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2 ADDRESSED COUNTY COMMENTSZ -
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1
NO. I SHEET REVISION
RIVANNA
TM 32 -22K AND TM 32 -22H
PD -MC AND EC (ENTRANCE CORRIDOR OVERLAY DISTRICT)
DEVELOPMENT AREA
COMMUNITY
DEVELOPMENT AREA - COMMUNITY
N/A
PCS 5/2/08
PCS 5/2/08
PCS 3/9/09
BY I DATE I NO.
ZMA-00-009
S.P-02-072
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L-1
AIRPORT % SITE
ACRES
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NF7fD P ,t
NORTHWESTQRKd OF / 85
a O 4k Na
RESIDENTIAL
4"
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NORTH POINTE
I &M
FIT RD
605
VICINITY MAP
SCALE: 1 " =2000'
SHEET REVISION i IA
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SITE DATA (:CONTINUED)
YARD REQUIREMENTS:
PARKING REQUIREMENT:
PARKING PROVIDED:
2 PARKING SPACES PER UNIT + 1 GUEST SPACE FOR EACH 4 UNITS
186 UNITS * 2 = 372
186 UNITS /4 =47
TOTAL PARKING SPACES REQUIRED = 419
UNIT SPACE 372
GUEST SPACES 49
INCLUDES 11 HANDICAPPED SPACES)
TOTAL SPACES PROVIDED 421
NOTE: SEE DRAWING C--5 FOR DETAILED PARKING TABULATIONS.
STRUCTURE HEIGHT: 35' MAXIMUM
EXISTING USES: UNDEVELOPED AND RESIDENTIAL
PROPOSED USES: RESIDENTIAL- MULTI - FAMILY
USE OF SPACE IN NORTHWEST RESIDENTIAL AREA:
FRONT SIDE REAR
TYPE OF RESIDENCE MIN.GARAGE
DOORWAY MAX.MIN.MAX.MIN.MAX.
MULTI - FAMILY 8'18'50'6'50'10'NONE
2 PARKING SPACES PER UNIT + 1 GUEST SPACE FOR EACH 4 UNITS
186 UNITS * 2 = 372
186 UNITS /4 =47
TOTAL PARKING SPACES REQUIRED = 419
UNIT SPACE 372
GUEST SPACES 49
INCLUDES 11 HANDICAPPED SPACES)
TOTAL SPACES PROVIDED 421
NOTE: SEE DRAWING C--5 FOR DETAILED PARKING TABULATIONS.
STRUCTURE HEIGHT: 35' MAXIMUM
EXISTING USES: UNDEVELOPED AND RESIDENTIAL
PROPOSED USES: RESIDENTIAL- MULTI - FAMILY
USE OF SPACE IN NORTHWEST RESIDENTIAL AREA:
TOTAL LAND TO BE DEDICATED
NW RES.NORTH REMAINDER
OPEN SPACE TO BE DEDICATED TO COUNTY:AREA POINTE
1.01
FLOOD PLAIN 11.49 11.76 0.27
GREENWAY 6.75 10.02 3.27
TRAILS 0.73 1.47 0.74
TOTAL LAND TO BE DEDICATED 18.97 23.25 4.28
OPEN SPACE AREAS:
COMMON /PASSIVE RECREATIONAL AREAS 4.79
STORM WATER MANAGEMENT FACILITY 1.01
TOTAL OPEN SPACE:5.80 35.40 29.61
BALANCE OF RESIDENTIAL AREA NOT IN OPEN SPACE:9.78
EXISTING ACCESS EASEMENT:0.27
PROPOSED ACCESS EASEMENT (FOR TRAIL):0.18
EXISTING RESIDENCE:2.14
NORTHWEST PASSAGE ROW TO BE DEDICATED:2.81
TOTAL AREA OF NORTH WEST RESIDENTIAL AREA:39.95 ACRES
PERCENT IMPERVIOUS: 23.77% (9.50 AC/39.95 AC)
PERCENT OF ALL OPEN SPACE (RETAINED AND DEDICATED): 62.01% (19.00 +5.79 AC/39.95 AC)
PERCENT OPEN SPACE RETAINED: 14.51% (5.80 AC/39.95 AC)
Amm
ENGINEERS
SURVEYORS
PLANNERS
ASSOCIATES
PO Box 4119 1402 Greenbrier Place
Lynchburg, VA 24502 Chartoarxville, VA 22901
Phone: 434.316.6080 Phone: 434.984.2700
www.wwassociates.net
DESIGNED BY: PROJECT:
RESUBMITTAL
SET REV. NO.:
PCs NORTH POINTE 2
DRAWN BY: NORTHWEST RESIDENTIAL AREA
AB PRELIMINARY SITE PLAN DRAWING NUMBER:
REVIEWE BY:
TITLE:
COVER SHEET C-1
DJM
SHEET NUMBER:
WWA NUMBER: FILE NAME: SCALE: DATE:
206095.04 609507C- C01.dwq V: N/A
HOWN 3110108 1 of 16
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PROFFER STATEMENT
NORTH POiNTE CHARLOTTESVILLE, I`LC
REZONING APPLICATION: #7,MA -2000 -009, SP 2002 -72
July 20, 2006
With respect to the property described in rezoning application HZMA- 2000 -09
and SP- 2002 -72 (the "LMA"), CWH Properties Limited Partnership is the fee simple owner and
North Pointe Charlottesville, LLC is the contract purchases of Tax Map 32, Parcels 20, 20A,
20A1, 20A2, 20A3 and 291 (the "North Pointe Property'), Violet Hill Associates, L.L.C. is the
fee simple owner of Tax Map 32, Parcels 23, 23A, 23B, 23C, 23D, 23E, 23F, 23G, 23H and 23J
the "Violet Hill Property"), Virginia Land Trust is the fee simple owner of Tax Map 32, Parcel
22K (the "Virginia Land Trust Property") and the Edward R. Jackson Trust is the fee simple
owner of Tan Map 32, Parcel 22H (the "Jackson Trust Property'). The respective parties are
collectively referred to herein as the 150wner", which tern shall include any successors in
interest. The North Pointe Property, the Violet Hill Property, the Virginia Land Trust Properly
and the Jackson Trust Property are refeirad to collectively as the "Ptuperty".
Pursuant to Section 33.3 of the Albemarle County Zrming Ordinance, Owner
hereby voluntary proffers the conditions listed in this Proffer Statement; which shall be applied
to the North Pointe Property if the ZMA is approved by Albemarle County. These conditions are
proffered as part of the ZMA and it is agreed that: (1) the ZMA. itself gives rise to the need for
the conditions, and (2) such conditions have a remonablo rclation to the rezoning requested.
This Proffer Statement shall relate to the multi -page application plan entitled
North Pointe Community", prepared by Keeney & Co., Architects, as revised through June 13,
2006 and attached hereto as Exhibit A (the "Application Plan'), and the Albemarle County Code
in effect as of the date of this Proffer Statement (the "County Code"). The North Pointe
Community shall be referred to as the "Project ".
I. THIS SECTION INTENTIONALLY DELETED
IL FNTRANCE CORRIDOR
2.1 Creation of a 50 -Foot Buffer alone the Entrance Corridor Within six (6)
months after the acceptance by the Virginia Department of Transportation (" 4rDOT') of the
Road improvements as defined in Section 5.3 that are along the northbound lanes of U.S. Route
29, Owner shall plant and themaRcr maintain at all times a landscaped buffer, including
hedgerows, along the Entrance Corridor frontage parcels owned by Owner. The buffer will
consist of a minimum 50 -foot wide continuous visual landscape area that shall be subject to
Albemarle County Architectural Review Board ("ARB ") review and approval (the `Buffer"). In
the event VDOT at any time in the future reduces any portion of the Buffer located on VDOT
property, the Owner shall compensate for such reduction by extending the Buffer on Owner's
property in order to maintain a minimum 40 -foot Buffer, even if such compensation shall require
the rcmoval of parking adjacerA to such Buffer.
22 Appearance of Storm 'Water Manaapa>aent ( "SWM") Facilities • The SWM
facilities visible from the Entrance Corridor identified on the Application Plan (staemwater
management facilities 1, 2, and 10) shall. be shown on a plan and be subject to ARB review and
approval. SWM, 1 shall be designed such that its shape, placement, and land form (grading)transition between the adjacent conservation area and the adjacent hard edge of the parking lot
and buildings. The plan for SWM I shaft be submitted to the ARB with the first ARB
submission for Building 14 or 19 identified on Shit B to the Application Plan ("Sheet B" ), or
any such building that is proposed to be located where Building 14 is located on Shed B
pursuant to the teams of Section 3.2. SWM 2 shall have a more structured appearance thanSWM10 (see below) and shall be designed such that its shape, placement, and land form
grading) transition between the adjacent conservation area and the adjacent bard edge of the
Parking lot and buildings. The plan for SWM 2 shall be submitted to the .ARB with the first
ARB submission for any of Buildings 26 through 31. SWM 10 shall be designed such that its
shape, placement, and land form (grading) are integral with the adjacent conservation area. Tin
plan for SWM 10 shall be submitted to the ARB at the time road plans are submitted to the
County and VDOT for Northwest Passage.
III. DENSITIE S
3.1 Total Balldoat. The total number of dwelling units within the Project shall not
exceed eight hundred ninr;ty -three (893). Subject to Section 32, the building footprints and gross
floor areas of commercial, office, and other uses, and the building footprints of hotels shall not
exceed those act forth in the Land Use Breakdown Table on Sheet A to the Application Plan
Sheet A").
3.2 Lh*gd&djustqmts M the Memexts of the AwlicationPhu The gross floor
area of the buildings used for commercial, office, other uses, and hotels shown on Sheet A may
be adjusted within a range of up to teat percent (1(%), provided that the maximum gross floor
area for each category of uses shown on Sheet A is not exceeded. The footprints of Buildings 6,
14 and 36 as shown on Sheet A can be interchanged. Notwithstanding the terms of this Section
3.2 to the contrary, Building 14 shall not initially exceed 88,500 square feet, provided, however,
that after two years following the issuance of the certificate of occupancy for Building 14,
Building 14 may be adjusted within a range of up to ten percent (10%), and if Building 14 is
located in the location shown on Sheet B, any such expansion shall be located to the east so that
the additional space is located along North Pointe Boulevard. Notwithstanding the teams of this
Section 32 to the contrary, but subject to the provisions of. Section 8.1, the County may
authorize Building 21 as shown on Sheet A to be adjusted by more then tam parent (10%.).
IV. STORMWATER MANAGEMENT AND STREAM BED CONSERVATION
4.1 Flood Plain The area of the 100 -year flood plain within the Project shall remain
undisturbed except for road crossings, public utility facilities and their crossings, and pedestrian
and biking trails, and only to the extent such exceptions are permitted by County ordinances and
regulations. Upon the request of the Coutnty, Owner shall provide a survey and prepare the
necessary documentation and dedicate the land within such flood plain to the County.
4.2 Sturm ater Manazement Pima The stormwater/best management practices
BMP ") plan for the Project shall be prepared, and all stormwater management facilities for the
Project shall be designed and constructed, to accommodate all current atormwater discharge from
Tax Map Parcel 032A0- 02400-00400 (Northwoods Mobile }tome Park DeveWpmmeaut) and from
the existing developments on the northeast and northwest corners of Proffit Road and U.S. Route
29, specifically the following parcels shown an the current Albemarle County tax maps: tax map
32, parcels 38, 38A, 39, and 39A; tax reap 32A, parcels 2 -1, 2 -1 A, 2-1AI, 24B, 2 -1C and 2-1D-
The stormwuter management facilities shall mitigate the stommwater quality and quantity
impacts, for the stormwater generated both within the Project and far such existing offsite
conditions as described herein, as though the entire preexisting condition of the drainage area is
an undeveloped wooded site and is being developed to the existing off -site oonditions and the
proposed on -site conditions. In addition, biofilters shall comprise a minimum of thirty -three and
one -third percent (33 113 %) of the total required parking lot landscaped areas within the
Commercial Area" of the Project, as such Commercial Area is delineated on Sheet G of the
Application Plan ( "Sheet G').
43 Erosioa and Sediment Control.
a) The Owner shall, to the - maximumimam extent practicable ; provide such
additional appropriate erosion and sediment control measures that exceed State and Local
minimum standards. If there is a disagreement regarding whether the standard of "maximum
extent practicable" is satisfied, the Virginia Department of Conservation and Recreation will be
provided an opportunity to review and advise on such question.
b) Post- Conslraction Stormwatw Mwag f The Owner shall, to the
maximum extent practicable, provide post - construction storrawater BMPs that are designed to
achieve an average annual sediment removal rate of 80% as published by the Center for
Wauershed Protection in Article 64 of The Practice Qf Watershed Protection (2000 edition).
These will include, but are not limited to, bioretention, bioretention filters and wet retention
basins.
4.4 Stream Buffer and Restoration Upon the commencement of the applicable
coi nnen period, the Owner shall notify the County and provide the County with a copy of any
application(s) to the U.S. Army Corps of Fmgineers and/or DEQ for any stream disturbance. In
addition, if nexessary, after first looking on -site for mitigation opportunities available to satisfy
the permitting process, the Owner shall contact the County for a list of off -aitc opportunities
within Albemarle County for such mitigation, and shall look for such mitigation opportunities
offisitc.
V. TRANSPORTATION
5.1 Internal Street Construction Standards. Public streets, which in any event
shall include at least Leake Road, North Pointe Boulevard, Northside Drive East and Northwest
Passage, shall be (1) constructed in accord with the illustrative urban design cross sections shown
on Sheet D-1 to the Application Plan ( "Sheet D-1 ") and also in accordance with VDOT design
standards pursuant to detailed plans agreed to between Owner and VDOT, and (ii) dedicated for
public use and offered for acceptance into the state highway system. Trees (with a maximum
spacing of fifty (50) feet), landscaping and sidewalks as shown on Sheet D-1 shall be installedandmaiwtaincdbytheOwnerinaccordancewithCountyorVDOTstandards, unless VDOT or
the County agrees in writing to assume this responsibility.
5.2 Timing of COmpletion for i810M Streets Before issuance of certificates of
occupancy, Owner shall complete that segment of an internal street as shown on Sheet D -1
within the Project which serves the building or resideum for which a certificate of occupancy is
sought with at least the stone base and all but the final layer of plant -mix asphalt. The final layer
of plant -mix asphalt shall be installed within one (1) year following the issuance of the first
certificate of occupancy for a building or residence served by the affected street segment.
5.3 ea Owner shall design and construct all of the road
improvements referenced in Sections 5- 3.1(a), 5.3.1(b) and 5.3.1(c) below, which an also shown
on Sheet D-1 to the Application Plan and on Sheet E to the Application Plan entitled "External
Road Improvement Plan" ( "Sheet B') (collectively, the `Ttoad hnprovcmments'l, unless such
Road lmprarvetneats are first constructed or bonded by others. The various phases of the Read
Improvements arc also shown for illustrative purposes on a color -coded copy of Sheet B that isattachedheretoasExhibitB. Owner shall dedicate to public use any required right -of -way that it
now or herea$er owns in fee sample. For purposes of this Section 53, the use ofthe terns `toad"
as it applies to internal streets shall also have the same meaning as the word. "street" in the
Albemarle County Subdivision Ordinance (Chapter 14 of the Albemarle County Code) where
applicable.
5.3.1 Design and_l? All Read Improvements shall be designed and phased as
follows:
Design. The Road Improvements shall be shown on detailed road plans satisfying
VDOT design standards winch shall be submitted by the Owner for rrsview and, when
satisfactory, approved by VDOT and the County (except for the Road Improvements to U.S.
Route 29, which shall be subject only to VDOT approval) (hereinafter, the "Approved Road
Plans'l. The Approved Road Plans shall show the width and lc ngth (except as specified in
Sections 5.3.1(a)(Ixii) and (v) and Section 53.1(b)(lxi)), location, type of section, and
geometries of all lane improvements as required by VDOT design standards. All of the Road
Improvements shall be constructed in compliance with the Approved Road Plans. The Road
Improvements to U.S. Route 29 shall be based on the Oren- current VDOT design spoed and
cross -slope requirements. Notwithstanding the provisions of this paragraph to the contrary, intheeventthattheinternalresidentialstreetdesignsasshownonSheetD -1 aw not accepted by
VDOT, the Owner shall submit detailed road construction plans for such streets to the County for
review arid, when safisfactory, approval, subject also to the County's approval of private streets
under the Subdivision Ordi lum a (Ch. 14 of the Albemarle County Code).
Phasing. The Road Improvements shall be constructed and completed in three
phases as act forth below: .
a) Pbargo I Road Imarove -cuts Prior to approval of the first commercial
subdivision plat or site plan within the Project, Owner shall obtain all associated permits and post
all associated bonds required for the construction of the following (collectively, the `Phase I
Road Improvements - ):
1) Southernmost_ 1 na=g. on U.S. Route 29- -
i) U.S. Route 29 Southbound correction of the vertical
curvature in the roadway juXt north of the entrance.
ii) U.S. Route 29 Southbound - construction of a continuous
12 foot wide through lane (with shoulders or guard rail as required by VDOT) starting at a point
that is 1000 fret nordr of the soutl=nmost entrance and extending south to Airport Road.
iii) U.S. Route 29 Southbound - construction of dual left turn
lanes with taper at the crossover.
iv) U.S. Route 29 Southbound - construction of right turn lane
with taper to serve northent most entrance to SR 1515.
v) U.S. Route 29 Northbound - construction of a continuous
12 foot wide through lane (with shoulders or guard rail as may be required by VDOT) extending
from Proffit (Airport) Road (Route 649) to the Northwest Passage entrance.
vi) U.S. Route 29 Northbound - construction of a right hand
turn lane at the Southemmost entrance, flee geometries of which will be subject to VDOT
approval.
with taper into SR 1515.
vii) U.S. Route 29 Northbound - construction of left turn lane
viii) SR 1515 Eastbound - construction and/or restriping to
provide left turn lane with taper.
ix) Installation of a traffic signal with 8 phase timing, video
detection and associated intersection improvements at the intersection with U.S. Route 29.
x) Close existing crossover at U.S. Route 29 and
Souther n host Enuswe to SR 1515.
xi) Proposed Entrance Road between North Pointe Boulevard
and U.S. Route 29.
2) North Pointe Boulevard. Lealce Road and Proffitt R
i) Madre Read and North Pointe Boulevard, in accordance
with the design cross sections shown on Shed D - 1, from Proffit Road to either No thside Drive
East or, if Northaside Drive East has not yet boon constructed to the roundabout at North Pointe
Boulevard, North Pointe Boulevard stall be extended to Northwest Passage. The Owner shall
provide a fifty (50) foot public rigl"f -way along Leake Road and shall construct a two -lane
public street to be accepted by VDOT and as much of the other improvements shown on the
cross - sections as possible within the available right- of-way as reasonably determined by the
Couirty Engism.
ii) The roundabout, or such other improvements as may be
approved by vDOT and the County, at the intersection of Leake Road and Proffit Road shown
on Sheet B and an additional westbound right turn lane on Proffit Road from Leake Road to U.S.
Route 29 as shown an Sheet E. In addition, for property acquisition that is required for the off -
site public right -of -way for construction of the improvements required by this Section
5.3:1(ax2)(ii), the Owner shall make a cash contribution or provide a letter of credit in a form
approved by the County Attorney for such purpose in the amount as deemed necessary for the
property acquisition by the County Attorney, provided that such amount shall not exceed one
hundred fifty percent (I 5Wo) of the County's fair market value appraisal prepared for acquisition
and condemnation pinposes. The cash contribution or letter of credit described in this Section
5.3.1(a)(2)(ii) shall be used to pay for the total cost of the right of way acquisition. The total cost
of the right of way acquisition for the off-site property necessary to construct the imnprovcnienas
required by this Section 5.3.1(a)(2xii) shall include the normal costs associated with acquiring
land, buildings, structures, easements and other authorized intarests by condemnation. or by
purchase including, but not limited to, land acquisition, engineering, surveying, and reasonable
attorneys fees. the cash contribution or the letter of credit shall be provided by the Owner
within thirty (30) days upon request by the County. If the property is acquired by purchase, the
contribution for the purchase price shall not exceed one hundred fifty percent (150 %) of the
County's fair market value appraisal prepared for condemnation purposes without the consent of
the Owner. If the cost of the right of way acquisition exceeds the amount previously contributed,
then the Owner shall reimburse the County all such excess costs within thirty (30) days upon
request by the County. The County shall refund to the Owner all excess contributions upon
completion of the land acquisition.
iii) Intentionally Omitted
iv) An additional through lane eastbound on Proffit Road from
U.S. Route 29 to the roundabout at the intersection of Lealw Road and Proffit Road. In addition,
f property acquisition that is required for the off -site public right -of -way for consitratetion of the
improvements required by this Section 5.3.1(a)(2)(iv), the Owner shall make a cash contribution
or provide a letter of crodit in a form approved by the County Attorney for such purpose in the
amount as deemed necessary for the property aoquisition by the County Attorney, provided that
such amount shall not exceed one hundred fifty percent (150%) of the County's fair market value
appraisal prepared for acquisition and condemnation purposes. The cash contribution or letter of
credit described in [his Section 5-1.1(a)(2)(iv) shall be used to pay for the total cost of the rigbf of
way acquisition. The total cost of the ritilat of way acquisition for the off -site property necessary
to construct the improvements required by this Section 53.1(a)(2)(iv) shall include the normal
coats associated with acquiring land, baWings, structures, easemem and other authorized
interests by condemnation or by purchase including, but not limited to, land acquisition,
engineering, surveying, and reasonable attorneys frees. The cash contribution or the letter of
credit shall be provided by the Owner within thirty (30) days upon request by the County. if the
property is acquired by purchase, the contribution for the purchase price shall -not exceed one
hundred fifty percent (150.0) of the County's fair market value appraisal prepared for
condemnation purposes without the consent of the Owner. If the cost of the right of way
acquisition exceeds the anunng previously contributed, there the Owner shall reimburse the
County all such excess costs within thirty (30) days upon request by the County. The County
shall refund to the Owner all excess contributions upon completion of the land acquisition.
Completion of the Pbapg I Road imnrovommmts Within fifteen (I 5) months
after the issuance of the first building pan for a commercial building within the lands subject
to the first commercial subdivision plat or site plan within the Project, or prior to the issuance of
a certificate of occupancy for such building, whichever is earlier, all of the Phase I Road
Improvements shall be acccpted by VDOT for public use or bonded for VDOT'rs acceptance if
such Road Improvements are a primary highway; or ac eeptecl by VDOT for public: use or bonded
to the County for VDOT's acceptance if such Road Improvements arc a secondary highway.
b) phase II Road Improvemeits Pricy to approval of the first site plan that
would authorize the aggregate commercial, office and botel gross floor area as shown on Sheet A
within the Project to exceed two hundred ninety thousand (290,000) square feot, Owner shall
obtain all associatedl permits and post all associated bonds required for the construction of the
following (collectively, the `Please IT Road Improvements "):
1) Middle Entrance on U.S. Route 29 (NordWde M ive FAWSR
157
i) U.S. Route 29 Southbound - construction off a continuous
12 foot wide through lane (with shoulders or guard rail as may be required by VD(07) starting at
a point that is 1000 fed north of the Middle entrance and extending to the Waint where it
comnects with the portion of the lane constructed pursuant to Section 5.3.1(a)(l)(im)i.
ii) U.S. Route 29 Southbound - construction of dual left turn
lanes with taper. .
lane with taper.
iii) U.S. Route 29 Southbound - construction of a right tam
iv) U.S. Route 29 Northbound - construction of a right hand
turn lane at the Middle Entrance, the geometric& of which wil l be subject to VDOT approval.
with taper.
v) U.S. Route 29 Northbound -- construction of left turn lane
vi) SR 1570 Eastbound - constructiom of or restriping of lanes
to result in separate left, through and right turn movements.
vii) Entrance road Westbound - installation of a traffic signal
With 8 phase timing, video detection and associated intersection improvements an U.S. Route 29.
Wviii) Existing crossover at Cypress Drive - construction
to close the crossover.
ix) pmntaage road from Cypress Drive to SR 1570 --
construction of a public street to serve properties cut7wtly accessing U.S. Routc 29 througb
Cypress Drive.
2) Northside Drive East between U.S. Route 29 and North Pointe
Boulevard as shown on Sheet D-1.
CoMWedoilL off the Phase H Rund Improvements Within fifitecn (15) months
after the issuance of the first building permit for a building within the lands subject to the first
subdivision plat or site plan that would authorize the aggregate commercial, office and hotel
gross floor area as shown on Sheet A within the Project to exceed two hundred ninety thousand
290,000) square feet, or prior to the issuance of a certificate of occupancy for any building that
causes such grass floor area to exceed two hundred ninety thousand (290,000) square feet,
whichever is earlier, all of the Phase 11 Road huprovennerns shall be accepted by VDOT for
public use or bonded for VDOT's acceptance if such Road Improvements are a primary
highway, or accepted by VDOT for public use or bonded to the Cou rdy for VDOT's acceptance
if such Road Improvements are a secondary highway.
c) Phase III Road 19mroy_ements Prior to the earliest of (i) the approval
of the first subdivision pId or site plan that would authorize the aggregate number of dwelling
units within the Project to exceed five hundred thirty-three (533); (ii) the approval of a
subdivision plat or site plan for any development of either the Virginia Land Trust Property (Tax
Map 32, Parcel 22K) or the Jackson Trust Property (Tax Map 32, Parcel 22H) or any portion
thereof; or (iii) the rive (5) year anniversary of the date of issuance of the first certificate of
occupancy for a building or premises within the Project, Owner shall obtain all associated
permits and post all a owdated bonds required for the construction of the following road
improvements to the extent any such road improvements have not already been completed:
Route-2%
with taper.
Boulevard.
1) Northern most But,. ce (opposite Lewis & Clark Drivel 4n U.S.
i) U.S. Route 29 Southbound - construction of left turn lane
ii) Northwest Passage from US. Route 29 to North Pointe
iii) U.S. Route 29 ?Northbound - constriction of a right hand
turn lane, the geometries of which will be subject to VDOT approval-
Ch) If not already constructed, North Pointe Boulevard between
Northside Drive Fast and Northwest Passage.
v) If the trafic signal to be constructed by others is in place
prior to Owner commencing work on this Northernmost Entrance, and such trdific signal only
includes three legs, Owner shall add the fourth leg to the signal, which shall include additional
mast arms, signal heads and ancillary equipment necessary to support Northwest Passage's use
of the .intersection, as determined by VDOT. If such traffic signal is not in place and the
vehicular traffic generated by the Project causes the VDOT signal warrants to be met, and VDOT
requires that a traffic signal be installed as a condition of the entrance permit, Owner shall install
such traffic signal.
2) Notwithstanding any other provision contained in this Proffer
Statement, within one hundred eighty (180) days after written notice from the County that it
intends to build an olcmentarry school on the School Lot (as "School Lot" is defined in Section
9. 1), the Owner shall submit road plans for the construction of Northwest Passage from North
Pointe Boulevard to U.S. Route 29 to VDOT and to the County for review, and when
satisfactory, approval. Furthmmore, within twelve (12) months after issuance of the building
permit for construction of the elementary school, and if not already completed, Owner will
complete (i) Northwest Passage from North Pointe Boulevard to U.S. Route 29, (ii) the
improvements set forth in Section 5.31(c)(1) above, and (iii) North Pointe Boulevard from
Northside Drive Fast to Northwest Passage. To allow the development of the School Lot, the
Owner shall grant all temporary easements as necessary to allow ingress and egress for vehicles
and construction equipment, grading, the installation and maintenance of erosion and sediment
control structures or meastmts, and any other associated construction easements, as such
temporary easements are shown on the subdivision plat or site plan for the School Lot and
mutually agreed W by the Owner and the developer of the School Lot.
CMRledon of the Phase III Road Improvements Within twelve (12) months
after the occurrence of the applicable event in Section 53.1(c) which required the Owner to
obtain all associated permits and post all associated bonds required for the construction of the
Phase ID Road Impmveznents, all of the Phase III road improvements shall be accepted by
VDOT for public use or bonded for VDOT's acceptance if such Road Improvements are a
primary highway, or accepted by VDOT for public use or bonded to the County for VDOT's
acceptance if such Road Improvements are a secondary highway.
5.3.2 Upon request by the County, Owner shall make a cash contribution to the County
or VDOT for the cost of a cable or wireless radio system that will link one or more of the signals
between Lewis and Clark Drive and Airport Road; provided, howcver, that the total cash
contribution shall not exceed thirty -five thousand dollars ($35,000). Subject to matters of
majeure, if the Comity does not request the fiends, or does request the fimda but the construction
of the system does not begin by the laig: of December 31, 2010 or three (3) years a$er
completion of all of the Road Improvements, said funds shalt be refunded to the Owner.
5.33 Prior to the approval of plans for improvements at aeny U.S. Route 29 intersection,
Owner shall provide VDOT traffic signal network timing plans that VDOT finds acceptably
address the impacts of the proposed traffic signals for peak traffic periods.
53.4 RPQtonal Transportation Study: Cash Coetrlbation Upon request by the
County, Owner shall make a cash contribution of one hundred thousand dollars ($100,000) to the
County for the purposes of funding a regional transportation study for the Route 29 corridor,
F ? which includes the South Fork and North Fork of the Rivanna River and the Hollymead. Growth4 . Area of which North Pointe is a part The contribution shall be made within thirty (30) days
after requested by the County anytime after the rezoning is approved. If the request is not made
within one (1) year after the date of approval of the first final site plan for the first commercial
building within the Project, this proffer shall became null and void. If such cash contribution is
not expended for the stated purpose within Three (3) years from the date the funds were
contributed to the County, all unexpended Hinds shall be re$mded to the Owner.
Vl. OPEN SPACE AREAS AND GREENWAY
6.1 Pedestriann Pathways All pedestrian pathways shall be classified as shown on
the Pedestrian Pathway Key on Sheet G and, except for the pathways to be constructed by the
County, shall be shown on the subdivision plat or site plan for the underlying or adjacent lands
within the Project. The pathways shall be constructed by Owner as Class A or Class B trails as
identified on Sheet G, and in accordance with the applicable design and construction standards in
the County's Design Standards Manual. Such construction shall be in conjunction with the
improvements for the subdivision plat or site plan, as the cast may be, and bonded with the
streets if the pathways are a subdivision improvement, or with a performance bond if the
pathways are a site plan improvement. The pathway shown on Shoot G along Flat Branch north
and south of Nottbside Drive East shall not continue through a culvert if a culvert is used for the
stream crossing. The pathway intended for the culvert between Paris E and Park F under Nortb
Pointe Boulevard shall conform to the applicable standards in VDOT's "Subdivision Street
Guidance" and Owner shall maintain the pathway if it is not accepted by VDOT for
maintenance.
6.2 Lake Upon request by the County, Owner shall dedicate to the County the lake
shown on the Application Plan for public use, provided that such lake will be available for use by
Owner for dormwater management as described in Sheet C to the Application Plan entitled
Storuwater Management and Stream Conservation Plan" ("Sheet C").
VIL THIS SECTION INTENTIONALLY DELETED
VIII. PUBLIC INFRASTRUCTURE AND FACILITIES PROFFERS
8.1 Branch Librarv.
a) Upon request by the County, Owner shall dedicate to the County the fee
simple interest in the land shown on Sheet B as a library, consisting of a 15,000 square foot fully
graded pad site, with utilities, to accommodate a 12,500 square foot building footprint, a five
foot perimeter strip and up to a 25,000 square foot building, together with a nonexclusive
easement to the adjacent common area for ingress, egress, construction staging and sufficient
County Code required parldng, stornrwater detention and water quality facilities for the location
of a fivestan+ding Jefferson-Madison Regional library and such other uses that are compatible
with the proposed surrounding uses, as determined by the County (the "Library Lot ").
Notwithstanding the tents of the prior sentence to the contrary, if the requirements for the library
building require a larger building footprint, the County may sutharize the library budding
footprint to be larger than as stated in the prior sentence, provided, however, that the size of the
area shown as "Park H" on Sheet B (`Park H') and/or the size of the adjacent parking area
immediately north of the Library Lot on Sheet B (the "Library Paddng Lot's shall be adjusted
accordingly to accommodate such larger building footprint. The Owner shall not be responsible
for any utility tap fees, but Owner shall complete construction of the library Parking Lot and
other panning areas serving the I a Lot. The Owner shall permit the County to use the
Library Parking Lot and/or, if not already constructed, Park I.1, for purposes of construction
staging. Within twelve (I 2) months aflor- written notice from the County that it intends to begin
constriction of the library, the Owner shall make the access roads and the area of the Library
Parking Lot available with at least a four inch compacted atone base for use as access and
comsrrwtion staging. Such street access serving the Library Lot and the Library Parking Lot
shall be completed and available for use no later than ten (10) months after issuance of the
building permit for the library, provided, however, that asphalt pavement in areas used for
construction staging by the County shall not be required to be installod until thirty (30) days (or
such longer reasonable time as may be necessary due to weatber conditions) after the County has
removed its comstractionrolated materials and equipment. Upon the request of the County, Park
H shall also be dedicated to public use, but the Owner shall not be responsible for maintaining
such park. Owner sball be responsible for maintenance of the Library Parking Lot and other
parking spa servicesng the Library Lot and the County shall have no obligation to be a member
of any owner's association. The County's request for dedication of the laud for the Library Lot
and Park H shall be made within three (3) years Mowing the latter to occur of (1) issuance of the
first residential building permit within the Project, (h) Owner's completion of the infrastructure
including but not limited to streets, water, sewer, electric, gas) required for the use of the
Library Lot, or (iii) December 31, 2010. If a request faor such dedication its not made within three
3) years following the later of these daatce, this proffer will be null and void.
b) Green Roof In the event that the requirements for the library building
require a larger building footprint; and the County elects to authorize the library building
footprint to be larger than 12,500 square feet pursuant to section 8.1(a) above, and in the further
event that the building is developed as a condominium and the County requests the Owner to
assume ownership for a potion of the larger building, Owner shall accept such ownership at a
reasonable price upon which the parties may mutually agree, and shall contribute to the County,
on a pro rata basis based on the proportional size of the portion of the library building owned by
the Owner relative to the size of the library building as a whole, the cost of designing and
constructing such building. These costs may include, if desired by the County, installation of a
green root;" and any additional expenses associated with utructurslly reinforcing the roof as
necessary to support the green roof- Within text (10) days after receipt of a request for payment
by the Cowty that is accompanied by documentation to support the progress payment amount as
provided in the construction con UWA. the Owner shall submit such payments to the County.
Altematively, in the event the County elects to design the hl=y bonding as a Leadership in
Energy and pmvimnmental Design ("LEER") building, the Owner shall contribute to the County,
on a pro rtuta basis barred on ides proportional size of the portion of the library building owned by
the r)wner relative to the size of the Library building as a whole, the additional costs of
consfrixting the hbnary building to obtain LEER- exrtification for the building.. Within ten.(1.0)
days after receipt of a request for payment by the County that is accompanied by documentation
to support the progress Payment amount as provided in the construction contract, the Owner shall
submit such payments to the County. The design of the green roof, or the criteria utilized to
obtain the LEER certification, as applicable, shall be in ft County's diacretion.
8.2 AffQrdable Houashtr Subject to the teams and conditions of this Section
8.2, fie Owner shall provide a minimum of forty (40) "for -sale" residential dwelling units as
affordable dwelling unfits, a minimum of sixty -six (66) "for- rent" residential dwelling units as
affordable dwelling units, and a minimum of four (4) Carriage House Units (as Carriage House
Units ate defined in Section 8.2(d)). The forty (40) "forsale" residential dwelling units shall be
comprised of the following types of dwelling units: twelve (I 2) from multi- family, twelve (I2)
fivm "other" (consisting of townhouses, duplexes, attached housing, condominhan in the
comas (rcial areas and other unidentified housing types); and sixteen (16) from single family
detached, each at the sale prices and under the terms and conditions set forth in this Section 8.2.
The Owner shall convey the responsibility of constructing the affordable units to the subsequent
owners of lots Within the Property.
a) Multi F __Lly and "Other" For -Sale Affordable Units For multi- famiily
and "other" for -sale affordable dwelling units within the Property, such affordable units shall be
affordable to households with incomes less than eighty percent (80%) of the area median family
income (the "Affordable Unit Qualifying Income'), such that the housing costs consisting of
principal, interest, real estate tuxes and homeowners insurance (PITI) do not exceed thirty
percent (3(r/.) of the Affordable Unit Qualifying Income, provided, however, that in no event
shall the selling price of such affordable units be less than the greater of One Hundred Nmety
Thousand Four Hundred Dollars (SI90,400) or sixty -five percent (65 0 /*) of the applicable
Virginia Housing Development Authority ("VHDA „ ) maximum mortgage for first -time home
buyers at the beginning of the 90-day identification and qualification period referenced in
Section 8,2(f).
b) ,&Wc Familx Detached For -Sale AMrdable Units ('X- 0- 4eratel7Priced
n For single family detached for -sale affordable units within the Property ("Moderately -
Priced Units'), such Moderately- Priced Units shall be afforcltible to households with incomes
less than one hundred twenty percent (120•/x) of the area median family income (the
ModeraWy- Priced UnitQualifying Income"), such that the housing costs consisting of PITT do
not exceed thirty percent (30%) of the Moderately - Priced Unit Qualifying Income, provided,
however, that in no event shall the selling price of such Moderately -Priced Units be required to
be less than the greater of Two Hundred Thirty Eight Thousand Dollars ($238,000) or eighty
parent (WA) of the applicable VHDA maximum mortgage for fast-time home buyers at the
beginning of the 90 -day identification and qualification period referenced in Section 8.2(f).
c) For-Rear Affordable Units For a period of five (5) years following the date
the certificate of occupancy is issued by the County for each for -rent affordable unit, or until the
units are sold as low or moderate cost units qualifying as such under either the Virginia Housing
Development Authority, Fanners Home Administration, or Housing and Urban Development,
Section 8, whichever comes first (the "Affordable Term" ), each units shall be ratted to
households with incomes less than the Affordable Unit Qualifying Income. No for -rent
affordable unit may be counted more than once towards the number of for -rent affordable
dwelling units required by this Section 82.
i) Couvevancc of interest All deeds conveying any interest in the Tor-
rent affordable units during the Alordable Term shall contain language reciting that such unit is
subject to the terms of this Section 8.2(c). In addition, all contracts pertaining to a conveyance of
any $err -rent affordable wit, or any pant thereof, during the Affordable Tenn, shall contain a
complete and full disclosure of the restrictions and controls established by this Section 8.2(c).
Prior to the conveyance of any interest in any for:reni affordable unfit during the Affordable
Term, the then-current owner shall notify the County in writing of the conveyance and provide
the name, address and telephone number of the potential grantee, and state that the requirements
of this Section 8.2(c) (j) have been satisfied
1 ADDED P FROM P PAGE PCS 5/2/08 r0N II 00 = DESIGNED BY: PROJECT: SET REV. NO.:
PS NORTH POI NTE
ENGINEERS NORTHWEST 2
O ,
PLANNERS TITLE:
SURVEYORS
DRAWN BAYS
RESIDENTIAL AREA
PRELIMINARY SITE PLAN DRAWING NUMBER:
C. N . 1 REVIEWED eY: ZMA PROFFERS C -2ASSOCIATES . DJMc, S f j POHox4119 14o2GreenbrierPlace SHEET NUMBER:
ts' N Lynchburg. VA 24502 l lle,VA22901 WWA NUMBER: FiLE NAME: SCALE: DATE:
Nil. SHEET REVISION BY DATE NO. SHE REVISIO BY DATE 00
onrA x Phone: 434.316.6080 Ph 434.984.2700 / 2 of 16p, :10 www.wwnsociaus.net 206095.04 609507C— CO2.dwg V: N/A 31 10 08N
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ii). binual geportink During the Affordable Term and within ninety
90) days following the end of each calendar year, the then- current owner shall provide to the
Albemarle Country Housing Office a certified annual report of all for -rent affordable units for the
immediately preceding year in a form and substance reasonably acceptable to the County
Housing Office. Subject to all federal, state and local housing laws, and upon reasonable notice
during the Affordable Term, the then - current Owner shall make available to the County at the
then- current Owner's premises, if requested, any reports, copies of rental or lease agreements. or
odxT data pertaining to rental rates as the County may reasonably require.
d) Carriage House Unit . Carriage House Units shall meet the requirements
for a single family dwelling as defined in the Virginia Uniform Statewide Building Code, shall
be on the same parcel as the primary dwelling unit to which it is accessory, and shall not be
subdivided from the primary residence ("Carriage House Units'). The subdivision restriction
shall be included on the plat creating such parcels and be incorporated into each deed conveying
title to such parcels.
e) Each subdivision plat and site plan for land within the Property which
includes affordable units (which, for this Section 8.2(e) shall include Moderately -Priced Units)
shall designate the lots or units, as applicable, that will, subject to the terms and conditions of
this proffer, incorporate affordable units as described herein. The first such subdivision plat or
site plan shall include a minimum of three (3) such affordable units. Thereafter, and until the
total number of affordable dwelling units proffered hereunder shall have been fulfilled, the
Owner shall provide a minimum of three (3) such affordable dwelling units per year. Each final
subdivision plat and final site plan also shall include a running total of the number and
percentage of affordable units previously provided and proposed to be provided by thesubdivisionplatorsiteplan. For purposes of this Section 8.2(c), such units shall be deemed to
have been provided when the subsequent owner/builder provides written notice to the CountyHousingOfficeoritsdesigneethattheunit(s) will be available for sale, as required by Section
8.2(f) below. In the event that the Owner provides more than three (3) affordable dwelling units
in a single year, the Owner may "carry over" or " hank" credits for such affordable units, such
that the additional affordable units which exceed the minimum annual requirement may be
allocated toward the minimum number of affordable units required to be provided for any future
year. The maximum number of affordable units that may be carried over or banked shall notexceedtwelve (12) per year. Notwithstanding the terms of this Section 8.70) to the contrary,
upon the written request of the Owner, the County may authorize an alternative process and/or
schedule for the provision and /or delivery of such affordable units upon a determination that the
request is in general accord with the purpose and intent of Section 8.2 and/or otherwise feathers
the goals of providing affordable housing in the County.
f) All purchasers of the for -sale affordable units shall be approved by the
Albemarle County Housing Office or its designee. The subsequent owner/builder WmR provide
the County or its designee a period of ninety (90) days to identify and proqualify an eligible
purchaser for the affordable unit The ninety (90) -day period shall commerce upon written noticefromthethen - current Owner/builder that the unit(s) will be available for sale. If the County or its
designee does not provide a qualified purchaser who executes at contract of purchase darting this
ninety (90) -day period, the their- current owner/builder shall have the right to sell the unit(s)
without any restriction on sales price or income of the purchaser(s), provided, however, that any
unit(s) sold without such restriction shall nevertheless be counted toward the number of
affordable units acquired to be provided pursuant to this terms of this Section 8.2. The
requirements of this Section 8.2 shall apply only to the first sale of each of the affordable units.
g) The County shall have the right, fiomn time to time, on reasonable notice
and subject to all applicable privacy laws, to inspect the records of Owner or any successors in
interest for the purposes of assuring compliance with this proffer.
h) Cash Proffer Within sixty (60) days after the Board of Supervisors
approval of TMA 2000 -009, the Owner shall cause to be contributed three hundred thousand
dollars ($300,000) cash to the County of Albemarle for the Albemarle Housing Initiative Fund orsuchothersimilarfundasmayheestablishedorauthorizedbytheCounty. The contribution
shall be to farad affordable home ownership loan programs within the Project and other areas of
Albemarle County, including those provided by non -profit housing agencies such as the
Piedmont Housing Alliance, Habitat for Humanity, and the Albemarle Housing Improvement
Program.. If such cash conribution is, not expended for the stated purpose within five (5) years
from the date the fiords were contributed to the County, all unexpended finds shall be refunded
to the Owner.
UL 1,DUCATIONAL AND OTHER PUBLIC FACXLITiES
9 -1 Elemeritary Sebool Site Within two huundrod severity (270) days following
request by the County, Owner shall dedicate to the Comity the ]and shown on the Application
Plan as "Elementary School 12.85 Acres Schematic Layourt", consisting of approximately 12.85
acres (or a smaller portion of such land in the County's sole discretion) (the "School Lot"). Prior
to dedication, the School Lot shall be graded and compacted by Owner to a minimum of 95%
compaction as measured by a standard Proctor test with suitable material for building
construction as certified by a professional engineer or as otherwise approved by the County
Bagiucex to establish a fully graded pad site to accommodate an elementary school. The
recreational field improvements shown on the Application Plan shall be fine graded and have top
soil and soil amendments added, and the mains for an underground irrigation system serving the
recreational fields shall be installed. Such inprovememts Ishall be reasonably equivalent to those
existing at the recreational fields at Baker-Butler Elementary School, exelusive of any above
ground improvements, The pedestrian pathways as shown on the perimeter of the ScbooI Lot on
the Application Plan shall be reflected on the subdivision plat prepared by Owner creating the
School Lot and the pathways shall be installed when the site is graded for the ra creation fields.
The Owner shall provide all utilities to the School Lot. The dedication shall include easements
across Owner's land for access to and use of Storm Watcr Basins 5 and 10 shown on the
Application Plan, together with all temporary construction easements to allow Stormwater Basin
10 to be redesigned and enlarged, if necessary, to accommodate the School Lot stormwater. The
School Lot sba U be used as an elementary school site, but if the County detemfines that the
School Lot will not be usod as an elementary school site, it shall be used by the County for park
and recreational purposes serving both the North Pointe community and the region. If the
County does not request by December 31, 2010 that the School Lot be dedicated, the Owner
shall be under no further obligation to dedicate the School Lot for the purpose described herein,
but shall, by January 30, 2011, contribute five hundred thousand doll= ($500,000) cash to the
County to be used by the County for projects idexi ifxed in the County's CIP reasonably related to
the namis of the North Pointe community, and in such event the School Lot may be used for
Other residential purposes as approved by the County after request by Owner for an amendment
to the Application Plan. After dedication and before the County uses the School Lot for a school
or for park and recreational purposes, and if requested by the County, Owner shall maintain the
School Lot until requested by the County to no Longer do so, ,subject to the Owner's right to
exclusive use of the School Lot for park and recreational purposes. Such park and recreational
purposes shall he only those uses shown on an approved final site plan or subdivision plat for the
area that includes the School Lot. Upon being requegWd by the County, Owner shall cease all
use and maintenance of the School Lot and remove all improvements established by Owner that
the County requests be rEmoved. The County shall not be obligated to pay Owner for any
improveincnts established by Owner that the County retains. The deed of dedication for the
School Lot shall provide that if the County accepts title to the School Lot and then does not
construct either a park or a school within twenty (20) years following the date the Board of
Supervisors approves ZMA 2000 -009, their upon Owne es request title to the School Lot shall be
transferred to Owner at no expense to Owner.
1 MOVED PROFFER TO PREVIOUS PAGE AND ADDED STREAM
CROSSING SP TO THIS PAGE
NO. SHEET REVISION
PCS 1 5
9.2 Bus Stott Turnoffs. Bus Mon Imnrovemcull, and Bus Service
a) Owner shall construct ten (10) public bus stop tutmofiis as shown on the
Application Plan, or o9mmwise two (2) in the southernmost residential area, four (4) in thecommercialareasandfour (4) in the other residential areas, each in a location mutually
acceptable to Owner and the County. The bus stop turnoffs shall be approved with stred
conmuctiom plans for the Project and bonded and constructed with the streets.
b) Upon the request by the County, Owner shall contribute the total sum of
iweaty five thousand dollars (525,000) cash towards the design and construction of the above
ground bus stop improvements such as benches and shelters meeting standards established by the
County at each bus stop. Uthe County does not request -the funds,- orragaests -the funds but does
not construct the bus stop improvements by the later of December 31, 2015 or three (3) years
after completion of the road network that includes the bus stop turnoffs, then subject to matters
Of f uree maajeure, the unexpended fiords shall, in the discretion of the County, either be returned
to Owner or applied to a project identified in the County's capital improvements program within
or adjacaat to the Project that benefits the Project.
c) Within thirty (30) days after the introduction of public transportation to
the project, Owner shall contribute twenty -five thousand dollars ($25,000) cash to the County to
be used for operating expenses related to such service, and shall thereafter annually contribute
Twenty-Five Thousand Dollars ($25,000) cash to the County to be used for operating expenses
related to such service for a period of nine (9) additional years, such that the total funds
contributed to the County pursuant to this Section 9.2(c) shall not exceed Two Hundred Fifty
Thousand Dollars ($250,000), If the introduction of public transportation to the Project does not
commence by the later of ten (1.0) years after the Board of Supervisors approves ZMA 2000 -009,
or seven (7) years after the date of the issuance of the first certificate of ocuWancy for the first
commercial building within the Project, this Section 9.2(c) shall become null and void.
Ii. ACCESS TO ADJACENT PROPERTIES
10 nr.n;.ptlon of Rltht- of --Way- Extension to Parcel ?2E Unless the dedication
of public right -of -way and the construction of such street are required in conjunction with the
approval of a subdivision plat tender Albemarle County Code § 14-409 and related sections, or
their successors:
honer shall reserve the fifty (50) foot wide right -of -way located within the area shown
on Sheet B and identified as a "50' R.O.W. Reserved ftar Future Dedication" connecting a right -
of-way from the proposed middle entrance road into North Pointe to the southern property line of
Tax Map 32, Parcel 22B ("TW 32- 22E"). Prior to the issuance of a building permit for
Building 32 as shown an the Application Plan, Owner shall record in the Clerk's Office of the
Circuit Court of Albemarle County, a current, irrevocable deed of dedication dedicating to public
use for road purposes, the area labeled "50' RO.W. Reserved for Future Dedication." Owner
acknowledges that if it is not part of a subdivision plat approved by the County, such offer of
dedication muse be first reviewed and approved by die Board of Supervisors and accepted by the
Board. Such deed of dedication shall include the following conditions: (i) that TMP 32 -22E
shall have been upzoned, and (ii.) that prior to its use for road purposes, there shall have been
constructed on the land so dedicated a toad approved by the County and accepted by VDOT for
public use or bonded for VDOT's acceptance. At the time of the construction of the access road
serving Building 32, the Owner shall construct the intersection curb radii or tux road serving
TW 32 -22E and extend construction of such road for at least a mtnimcet of one hundred. (100)
feet form Northside Drive East The Owner shall also place at the end of such extended road, a
align, approved, by the County, advising and notifying the public that such right -of -way is the
location of a future road extension. Owner shrill grant temporary construction easemonrls as
determined necessary by the County Engineer to allow for the mad to be extended to TW 32-
22E, which construction easements shall be on Owner's property and outside of the dedicated
right - of - way, and shall be established by the applicable site plan. No improvements shall be
located within the temporary construction easements until construction of such road has been
cximplebed. .
10.2 A to IM Map 32A. Section 2. Pared-4 fearnmt Rath woods Mobile
Home Paris P overt 1 Unless the dedication of public right -of -way and the construction of
such street arc required in ooh unction with the approval of a subdivision plat under Albemarle
County Code § 14.409 and related :sections, or their successors:
Owner shall reserve an area in the location labeled "50' R.O.W. Reserved for Future
Dedication" -at the eastern end of the main commercial access road from U.S. Route 29 on Sheet
B for access to '= ax Map 32A, Section 2, Parcel 4 ("TW 32A - 241. Prior to the issuance of a
building permit for Building 6 or Buildings V1 through V6, each as shown on the Application
Flan, whichever iLearl er. Owner shall record hi the Clerk's Office of the Cirmdt Court of
A1bcmarle County, a current, irrevocable deed of dedication dedicating to public use for road
purposes, the area labeled "50' R.O.W. Reserved for Future Dedication." Owner acknowledges
that if it is not part of a subdivision plat approved by the County, such offer of dedication must
be first reviewed and approved by the Board of Supervisors and accepted by the Board. Such
deed of dedication shall include the -following conditions: (i) that TNT 32A -2-1 shall have been
upzoned; and (ii) that prior to its use for road purposes, there shall have hem constructed on the
land so dedicated a road approved by the County and accepted by VDOT for public use or
bonded for VDOT's acceptance. At the time of the construction of the roundabout serving
Building 6 and Buildings Vl through V6 the Owner shall construct the intersection curb radii
and extend construction of the road for a .distance of at least thirty feet beyond the roundabout.
The Owner shall also place at the end of such extended road, a sign, approved by the County,
advising and notifying the public that such right of -way is the location of a future road extension.
After dedication and before the conditions of the dedication have been satisfied, and if requested
by the County, Owner shall maintain the dedicated land until requested by the County to no
longer do so, subject to the Owner's right to exclusive use of the dedicated land for park,
recreatieruL , sad/or greenspace purposes. Upon being requested by the County, Owner shall
cease all use and mama enance of the dedicated land and remove all improvements established by
Owner (if any) that the County requests be removed. Owner shall grant to mpoiary construction
ewmaents as determined necessary by the County Engineer to allow for the road to be extended
to TW 32A-2-4, which construction easements shall be on Owner's property and outside of the
dedicated right -of -way, and shall be established by the applicable site plan. No improvemtenta
shall be located within the temporary construction easements until construction of such road has
been completed.
XL SIGNATORY
12.1 Certl to The undersigned certify that they are the only owners of the Property,
which is the subj ect of ZMA- 2000 -09 and SP 2002 -72.
12.2 The Oar . These proffers shall run with the Property and each reference to
Owntar within these proffers shall include within its meaning, and shall be binding upon,
Owner's suaxassor(s) w interest and/or the developer(s) of the Property or any portion of the
property. . _ . ... .. .
Signature Pages Immediately Follow)
This Proffer Statement may be signed in counterparts and /or via facsimile with the same
ful l force and effect as if all signatures warts original and on one document.
Siogt = of Contract Purchaser and All Owners
0
BY I DATE I NO.
Contract Purchaser:
NORTH POINTS MLLE, LLC
B Great bast agement Co y,
B
its: co
SHEET REVISION
COMMONWI,.ALTH OF V1RGMIA
CITY OF CHARLOTTESVILLE
The undersigned Notary Public in and for the jurisdicton aforesaid hereby certi.lies than
Charles Rotgin, Jr., whose name as President of Great Eastern Management Company, Manager
of Nordt Pointe Charlottesville, LLC, a Virginia limited liability company, is signed to tho
foregoing Proffer Statement bearing the date as o&RA ILL 2006, acknowledged the same
hefcire me in my iurisdiction aforesaid on behalf of said E ted liability company.
Given under my hand tbis day of J_ l t 1 — 2006.
My commission expires: Ha-f c-h Zo Q CCP
SEAL] totary Public
VIRGINIA LAND 'TRUST
By. ..
Date: dll its: _ruastee
COMMONWEALTH OF VIRGINIA
COUNTY OF ALBEMARLE
The undersigned Notary Public in and for the jurisdictiun aforesaid hcrzby eertifics that
Ch William Hurt, whose name as Trustee of Virginia Land Toast, a Virgi land trust, is
signed to the foregoing Proffer Statement bearing the date as of',. 2006,
aelmowledged the same before me in my jurisdiction aforesaid on behalf of said trust
ven under my band this mi day of . _, 2006.Gi
My coumission expires: . " 0 2009 -
qu _06,
SEA Notary Public
VIOLET HILL ASSOCIATES, L.L.C.
By: , `0
Date: its: lMavag_er
COMMONWEALTH OF VIRGINIA
COUNTY OF ALBS RIX
The undersigned Notary Public in and for the jurisdiction aforesaid hereby certifies that
Charles William Hurt whose name as Manager of Violet Hill Associates, L.L.C., a Virginia
limited liability company, is signed to the Proffer Statement bearing the date as of ( o
2 006, acknowledged the same before me in my jurisdiction aforesaid on behalf of said limited
liability coxu}uanY.
Given under my hand this oZl' day of 2006.
My commission expires: •ti.r 3p, 2ooi
SEAL] Notary Public
CWH PROPERTIES LIMED PARTNERSFUP
By.
Date: its: _ earn Par r
COMMONWEALTH OF VIRGINIA
COUNTY OF ALBEMARLE
The utxlcasigrW Notary Public in and for the jurisdiction dwestaid hereby certifies that
Charles William Hurt, whose name as General Partner of C)ArH Properties Limited Partnership, a
Virginia limited part unship, is signed to the foregoing proffer Stetmterat beaming the date as of
Zzr3r3 , 2006, acknowledged the same before me in my jurisdiction aforesaid on bell of
said partnership.
Given under any hand this day of , 20
My commission expires: Tt&A* 3+d. Z.radi3
Y.
SEAJ, Notary Public
EDWARD R. JACKSON TRUST
By: Hank o NA. ITrusbec
Date: 7,v-496 its: Wit,
COMMONWEALTH OF VIRGINIA
CITY OF CHARLOTT>'SV
The mAertai ed /votary Public in tend for the jurisdiction tiaresaid ereby certifies that
a L ,whose frame as 6 of
Bank of America, NA, Trustee of the Edward R. Jackson Trust, is *wd to the egoing Proffer
Statement bearing the date as of _Tr_USL 2006, acknowledged the some before me in my
jutrisdiction aforesaid on behalf of ea
Given under my hand this a Iti day of , 2006.
My commission expires: -mss- .. g/ : ?ag p
SEAL,] Notary lie
MEAl2M54.17
12'200N3
1262446x12
s
t
COUNTY OF ALBBMARLE
Department of Community Development
401 McIntire Road, Room 227
CharbtkniIle, Virginia 229A2 -4596
Phone (434) 2% -5832 Paz (434) 972 -4012
March 13, 2007
Valerie W. Long
Williams Mullen
321 East Main Stood, Suite 400
Charlottesville, VA 22902
RE: SP 2006 -034 North Pointe - Stream Crossing (Sign #8)
Tax Map 32 Parcel 22K
Dear Ms. Long:
On February 14, 2007, the Albemarle County Board of Supervisors took action on SP 2006-034, North.
Pointe Stream Crossing, to atlloivv fill in the floodplain of Rat Branch Creek for a road crossing to provide
access for residential development on Tax Map 32 Parcel 22K in the Rivanna Magisterial District This
special use pemit was approved based on the following conditions,
1. County and VDOT approval of die final lane configuration for the Northwest Passage over the
stream crossing with the final road plans;
2. County and VDOT approval of final design plans and hydrol ogic /hydraulie computations for the
stream crossing
3. The applicant must obtain a trap revision, letter of revision, or letter of amendment as required
from the Federal Emergency Management Agency (FEMA) and copy the County Engineer on all
correspondence;
4. County approval of a grading and an erosion and sediment control plan prior to the issuance of a
graining permit for modification of the existing stream crossing;
5, Natural Resources Manager approval of a stream buffer mitigation plan prior to the issuance of a
grading permit for modification of the existing stream crossing;
6. Provide an informal planting of mixed tree and shrub specie and sizes to compensate for
rwnuvud vegatatiwy rend low - growing plants to stabilize slopes in the "proposed landscaping
areas" shown on the plan submitted fix ARB review entitled `Proposed D+hy Layout with
Landscaping North West Passage Intersection @a Route 29 North" with revision date of 12 -04-06.
7. Provide large shade trees on the north and south sides of Northwest Passage, along the sidewalkandspacereservedforduesidewalk, two and one half inch (2 % ") caliper minimum at planting,
forty.feet (40.') on center, for a minimum distance of four hundred feet (400') from the existing
edge of pavement of Route 29 North;
8. Provide trees in the median of Northwest Passage, beginning at the point closest t6 Route 29
Notth that can be approved by VDOT and extending for a minimum distance of four hundred feet
400') from the existing edge of pavement of Route 29 North. T1re planting shall. take the form of
a continuous informal mix of large, medium and small deciduous trees ranging from one and one-
half inches (1'/S ") to two and one half inches (2'/," ) caliper and evergreen trees ranging from four
feet (4') to six feet (6') in height;
9. All of the above -noted landscaping shall be shown on the road plans submitted for Northwest
Passage. The plans shall include a complete planting schedule keyed to the plan. The plans aresubjecttoapprovaloftheDesignPlanner,
10. Design details of the retaining walls, including column cap design, pier design, stone final other
materials, etc., plant size and planting configuration shall be shown on the road plans and are
subject to approval of the Design Planner; and
11. If the use, structure, or activity for which this special use permit is issued is not cornmemed
within sixty (60) months after the permit is issued, the permit shall be deemed abandoned and the
authority granted thereunder shall thereupon terminate.
Please be advised that although the Albemarle County Board of Supervisors, took action oil the
project voted above, ao uses on the property as approved above may lawfully begin "di all
applicable approvab have been reeved and conditions have beau met. This includes:
compliance w th conditions of the SPECIAL USE PERMIT;
approval 61 2641 cotildhUkruft PLAN; and'
approval of a ZQNING COMPLIANCE CLEARANCE.
In the event that the use, structure or activity for which this special use pemtit is issued is not commenced
within sixty (60) months from tho dabs of Board approval, it shall be deemaed abandoned and the permit
terminated. The berm "commenced" mesas "construction of any structure necessary to the use of the
permit."
If you have questions or comments regarding the aboyo -noted action, please do not hcsitato to contact
Sherri Proctor at 296 -5831
r Sincerely,
V. Wayne imberg
Director of Planning
V WClatcr
Cc: North Pointe Charlottesville, LLC
C/O Great Eastarn Managcmment Co.
P.O. Box 5526, Charlottesville, VA 22905 -5526
Virginia Land'frust; Charles Wm Hurt & Shirley L Fisher Trustees
P O Box 8147, Charlottesville VA 22906
Amelia McCulley
Tex Weaver
Chuck Proctor
Sherri Proctor
ABBREVIATIONS
LEGEND
EXISTING NEW DESCRIPTION
500 500 CONTOUR (INTERVAL AS
AHD AHEAD
INDICATED ON SITE PLAN)
499.50 499.50 SPOT ELEVATION
ARV AIR RELEASE VALVE
HEDGEROW
FLUORIDE RT
TREE LINE (LIMITS OF CLEARING
BC BACK OF CURB
AND GRADING)
R/W
CENTER /EDGE OF STREAM
h 'lb EDGE OF PAVEMENT
P, -PROPERTY LINE
R/W R/W RIGHT —OF —WAY
TAX MAP LINE
SAN SAN SANITARY SEWER
HIGH DENSITY POLYETHELENE SQ
STORM SEWER
W W WATER LINE
TOB
S.S.
TOP OF BANK
TOS
CURB do GUTTER
TOE OF SLOPE
TW TW TRAFFIC WIRE
OHE OHE OVERHEAD ELECTRIC LINE
OHT OHT OVERHEAD TELEPHONE LINE
UGE UGE UNDERGROUND ELECTRICAL LINE
UGT UGT UNDERGROUND TELEPHONE LINE
UGU —UGU—UNDERGROUND UTILITY (GENERAL)
GAS GAS GAS LINE
SAN FM SAN FM SANITARY FORCE MAIN
7 » = 19
TBA
ABANDONED OR DEMOLISH UTILITY
CO
o- -c*o FENCE
TBR TO BE REMOVED
Y\0 0 Y\0 0- 0- ---- -o o FENCE WITH GATE
o
TC TOP OF CURB
CID
NEW DRAINAGE
STRUCTURE — D8 —STRUCTURE NUMBER
NOT IN CONTRACT
N EW SANITARY
TYPICAL
CY
STRUCTURE
S4 —STRUCTURE NUMBER
NOT TO SCALE UG
DESCRIPTION
ATE
DIAMETER
WATER METER
FH FH FIRE HYDRANT
Y.
DUCTILE IRON PIPE
FIRE DEPARTMENT
POLYETHYLENE W
CONNECTION
V 1VV WATER VALVE
GV GV GAS VALVE
sT
ELECTRIC
STORM SEWER MANHOLE
sAnt SAN. SEWER MANHOLE
s F0_L__1 CURB DROP INLET
POLYVINYL CHLORIDE
N DROP INLET
0 C SANITARY CLEAN OUT
LIGHT POLE
3 TELEPHONE POLE WITH
GUY WIRE & ANCHOR
POWER POLE
r
TREE
SHRUB
AFF ABOVE FINISHED FLOOR EX OR EXIST EXISTING RCP REINFORCED CONCRETE PIPE
AHD AHEAD FF FINISHED FLOOR REQ'D REQUIRED
ARV AIR RELEASE VALVE FL FLUORIDE RT RIGHT
BC BACK OF CURB FOC FACE OF CURB R/W RIGHT OF WAY
BF BUND FLANGE GALV GALVANIZED SAN SANITARY SEWER
BM BENCH MARK HC HANDICAP SD STORM DRAIN
BK BACK HDPE HIGH DENSITY POLYETHELENE SQ SQUARE
C/C CENTER TO CENTER HK HOOK S.S.STAINLESS STEEL
CG CURB do GUTTER 1W INVERT STA STATION
CIP CAST IRON PIPE IPS IRON PIN SEr STD STANDARD
L'CENTER UNE IPF IRON PIN FOUND STL STEEL
C.L.CHAIN UNK JB JUNCTION BOX SW SIDEWALK
CMP CORRUGATED METAL PIPE LF UNFAR FEET TBA TO BE ABANDONED
CO CLEAN OUT LT LEFT TBR TO BE REMOVED
CONC CONCRETE MH MANHOLE TC TOP OF CURB
CID CONTROL POINT NIC NOT IN CONTRACT TYP TYPICAL
CY CUBIC YARDS NTS NOT TO SCALE UG UNDERGROUND
DIA DIAMETER O.C.ON CENTER UON UNLESS OTHERWISE NOTED
DIP DUCTILE IRON PIPE PE POLYETHYLENE W WATER UNE
EL ELEVATION PROP PROPOSED WM WATER METER
ELEC ELECTRIC PS PLANTED STONE FOUND WT WATERTIGHT
EOP EDGE OF PAVEMENT PVC POLYVINYL CHLORIDE WWF WOVEN WIRE FABRIC
EQPT EQUIPMENT YDS YARDS
DESIGNED BY:
V'l'Ii OP PS
1
Gi ENGINEERS DRAWN BY:
SURVEYORS AB
PLANNERS
c >v 1 ASSOCIATES 011M
REVIEWED BY: - --
0 { ~ ( 5 PO Box 4119 1402 Greenbrier Place
WWA NUMBER:
4 ;G Phone 31 ` 6.60 0 Phone: 4 s4.zo
BY DATE sy nNAL ,• vAM. ocla.nea 206095.04
@ IPF
A
BM
0 NORMAL WATER LEVEL
RIP —RAP
STRUCTURE
RETAINING WALL WITH
SAFETY RAILING
DEMOLISH OR ABANDON STRUCTURE
NOTES:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
PROJECT: SET REV. NO.:
NORTH POINTE 2NORTHWESTRESIDENTIALAREA
PRELIMINARY SITE PLAN DRAWING NUMBER:
TITLE:
ZMA PROFFERS, SPECIAL USE PERMIT, C -3
LEGEND & ABBREVIATIONS
SHEET NUMBER:
FiLE NAME: SGALL: UAIE:
609507C— CO3.dwg H. NSA 3110108 3 of 16
IRON PIN FOUND
G IPS IRON PIN SET
STATION EQUALITY
BENCHMARK
am
NORMAL WATER LEVEL
RIP —RAP
STRUCTURE
RETAINING WALL WITH
SAFETY RAILING
DEMOLISH OR ABANDON STRUCTURE
NOTES:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
PROJECT: SET REV. NO.:
NORTH POINTE 2NORTHWESTRESIDENTIALAREA
PRELIMINARY SITE PLAN DRAWING NUMBER:
TITLE:
ZMA PROFFERS, SPECIAL USE PERMIT, C -3
LEGEND & ABBREVIATIONS
SHEET NUMBER:
FiLE NAME: SGALL: UAIE:
609507C— CO3.dwg H. NSA 3110108 3 of 16
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August 23, 2006 B. Landscaped buffer between residentiat and rural areas Before the County issues D. No surface drainage may flow across more than three (3) lots or one -half (112) acre 4. ALL LAND, ON OR OFF SITE WHICH IS DISTURBED BY THIS DEVELOPMENT 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THEacertificateofoccupancyforthefirstdwellingunitconstructedonanyofthelotsshownwhicheverisgreater, before being collected in a storm sewer or directed to a drainage
on the Application Plan abutting the areas shown on the Application Plan as 'Open way outside of the lots AND WHICH IS BUILT UPON OR SURFACED, SHALL BE ADEQUATELY SEEDED COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND
Donald J. Wagner Space Buffer (30')" along Pritchett lane (Lots Al -6, H8 -20, L16-34 and N2 -5), the Owner AND STABILIZED TO CONTROL EROSION AND SEDIMENT IN ACCORDANCE SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES.
GEMC & Riverbend, LP shall establish and thereafter maintain a heavily vegetated buffer in the open space buffer E. Retaining walls higher than four (4) feet (measured from the top of the two to the WITH ALBEMARLE COUNTY AND VIRGINIA EROSION AND SEDIMENT CONTROL
PO Box 5526 common areas. The buffer, where one does not already exist, shall be planted In ground on the downhil l side) shall be designed by a professional engineer to assure REGULATIONS.
Charlottesville, VA 22805 accordance with a landscaping plan approved by the County. The landscaping plan shall Ions -term stability. Retaining walls building using a VDOT standard or a pre
7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETElan
Include the following: @ an informal mix of screening trees, loosely staggered, fifteen (15) engineered product that includes certification are not required to provide a separate 5. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED
IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219.
feet on- center; (i7 the same species of screening trees shall be clustered in groups and professional engineer's certification provided the building contractor provides an TO AVOID UNNECESSARY ADJUSTING.
RE: ZMA-00 -009 North Pointe PD -MC (Signs 997, 98, 99) alternate groups of screening trees shag be provided to create a naturalistic rural affidavit that the wall was constructed consistent with the standard. Retaining walls 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN
AND landscape; (il) large and medium shade trees shall be interspersed among the screening higher than four (4) feet in useable yards or places where the public might walk must FOUR FEET OF ANY FIRE HYDRANT.
trees; (iv) clusters of ornamental trees shag be provided In groups of 3's and 5's; and (v) include a railing similar in design to what is required for elevated decks. In 6. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH
SP- 02-072 North Pointe Residential Uses ( SignS #97, 96, 99) tall shrubs shall be massed to help integrate the proposed plantings into a naturalistic circumstances where it is questionable whether a raiong is required the County A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'.Tax Map 32 Parcels 20, 20a, 20al, 20a2, 200, 22h 22k, 23, 23o, 23b, 23c, 23d, 239, rural landscape. The features described in (I) through (v) herein define a "naturalistic Engineer will make the determination. The builder must provide evidence of the PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
23 f, 23g, 23h, 23j and 29i rural landscape.' Approved plant species shall be obtained from the Albemarle County ability to maintain any retaining wall which could not be maintained without the use of 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED
Dear Mr. Wagner Recommended Plants List and the buffer design shall be subject to the review and adjoining property_ 7 . ALL STREETS OUTSIDE PUBLIC RIGHTS —OF —WAY ARE TO BE PRIVATELY OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THEapprovaloftheDirectoroftheDepartmentofCommunityDevelopment. The Owner shall OWNED AND MAINTAINED.
The Board of Supervisors approved ZMA- 2000 -009 North Pointe on August 2, 2006. Your maintain the buffe F. Except for the main entrance to the dwelling, which shall be governed by Condition 10 PLANS.
rezoning from RA Rural Area to PD-MC Planned Development Mixed Commercial was eExtensionsUnless line if the distance is less than five (
G), the Plan shall demonstrate that an area at least five (5) feet in width, or to the lot
9. ss th dedication of public right -of -way and the construction of such from an possible doorways dwellin 8. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS,approved in accordance with the attached proffers dated July 20 2006. An application sheets or accessway
th
as applicable, are required in conjunction witty the approval of a (
5) feet y s to dwellpy 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT
plan /plan of development dated June 13, 2006 was approved as pars of the rezoning. Please as shown on the Plan or from the edges of any grade level patios as shown on the ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES.
refer 10 these documents for any future applications and requests on this property. subdivision plat under Albemarle County Code § 14-406 and related sections, or their Plan that will not be served by a stairway, has grades no steeper than ten percent CONSTRUCTION OF SUBBASE AND /OR PAVING.
successors, the following streets or accessways, as applicable, shall be constructed and (11 D%) perpendicuiar to the exterior wall.
On August 2, 2006, the Albemarle County Board of Supervisors also took action on SP 2002 - rights -of -way shall be reserved for dedication to public use as provided herein: 12 FOR UTILITIES INSTALLED UNDER ROADWAYS AND /OR EASEMENTS PLANNED FOR9. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE,
072 North Pointe to allow Residential Uses on Tax Map 32 Parcels 20, 20a, 20a1, 20a2, 20x3, FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95%
A. Extensions to PritcfeLane The Owner shall design and construct as emergency CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A
22h 22k, 23, 23a, 23b, 23c, 23d, 23e, 23 f, 23g, 23h, 23j and 29i in the Rivanna Magisterial G. in lieu of the foregoing provisions, the grading plan for the residential units located in MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS
District. This special use permit was approved based on the following conditions: access ways extensions to Pritchett Lane within the fifty (50} foot wide rights - the southeastern portion of the Project as shown on the Application Plan shall belocatedbetweenLotsHandH - 10 and Lots L and L - 17, respectively, as shhownown SEWER. 523.03, 302, 303.1 0. AND 200.02.
subject1. Residential mix The dwelling units within the Project shag consist of the following three on the Application Plan, sect to the following:
included as part of the site development plan application for the appurtenant
types: (a) single -family detached, including carriage house units; (b) multi - lardy; and (c} commercial area as shown on the Application Plan. 13 WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN10. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATERother (consisting of townhouses, duplexes, attached housing, condominiums in the 1 • The emergency accessways shall be designed and graded to accommodate a H. Any requirement of this condition may be waived by the County Engineer by PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTYcommercialareasandanyotherunidentifiedhousingtypes). The minimum number of minimum Virginia Department of Transportation standard for a public street as submitting a waiver r with the preliminary t. if such a request is made, it STANDARDS AND SPECIFICATIONS. AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS.
nit t p nit determined by the County Engineer, and constructed using pervious parking shall include: (b) a justification for the request contained in a certified engineer's 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE
each of the three dwelli unit s shall be 205 of the 893 total ermined dwegi units. g q ry
pavers or other materials sufficient to support fire and other emergency vehicles, report (ii) a vicinity map sho a larger street network at a scale no smaller than2. Phasixe of residential units Beglnning from the date of apprrnral of the first commeraal but that support grass or other ground cover, lo conjunction with the construction of g 11. ALL EXISTING PAVEMENT ALONG ROUTE 29 THAT IS DAMAGED DURING SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN
building permit, the owner shall record subdivision plate creating a minimum of forty (40)the streets serving Lots H-7 and L -14, respectively. one {1 }inch equals six hundred (600) feet' (11) a conceptual plan at a scale rte smeller CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS
lots for single family detached residential units each year thereafter until plats have been than one (1 }Kroh equals two hundred (200) feet showing surveyed boundaries of the ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS.AND SPECIFICATIONS OF ALBEMARLE COUNTY.
recorded creating lots for a minimum of two hundred (200) single family detached 2. The fifty (50) foot wide rights- of-way shall be dedicated to public use upon request property; (iv) topography of the property at five (5) foot intervals for the property being
residential units. If the owner records subdivision plats creating lots for more than forty by the County, together with all necessary right- of-way for the fifty (50) foot wide subdivided and on abutting lands to a distance of five hundred (500) Beet from the 15. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO
40) single family detached residential units In any year (including any year prior to the rights- to be geometrically connected to adjoining streets as approved by the boundary line or a lesser detarice determined to be sufficient by the agent; (v) the 12. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PROVIDE GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC
date of approval of the first commercial budding permit) the excess lots shall be credited County Engineer. locations of streams, stream buffers, steep slopes, floodplains, known wetlands; and PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON CODE.
to the lots required in subsequent years. (vi) the proposed layout of streets and lots, unit types, uses, and location of parking, PLANS.
3. If requested by the County within ten (11 0) years after the first certificate of as applicable. In reviewing a waiver request, the County Engineer shall consider
3. Conservation areas The conservation areas shown on the Application Plan shall remain occupancy Is issued for a dwelling unit within the H or L sections shown on the whether the alternative proposed by the Owner satisfies the purpose of the 13. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR
undisturbed and shall be protected from development impacts to the satisfaction of the Application Plan, and after the property on the east side of Pritchett Lane opposite requirement to be waived to at least an equivalent degree. In approving a waiver, the EXCAVATION 1926 PART Pupzoned, the Owner shall County Engineer shag find that requiring compliance with the requirement of this
Albemarle
ND OTHER APPLICABLE OSHA REQUIREMENTS. PAVEMENT CONSTRUCTION NOTES
the respective emergency access ways has been
1. ALL ROADWAY WORK WILL BE PERFORMED IN ACCORDANCE WITH THECounty's program authority for the Water Protection Ordinance {Chapter 17 of the convert and up the emergency access ways to the applicable Virginia condition would not forward the purposes of the County's SubmarleCountyCode) (the "Program Authority"); except that the pedestrian paths Pit erg icy ys PPI division and Water
shown an the Application Plan may be placed in a conservation area where shown on the Department of Transportation public street standards for ac into the state Protection Ordinances or otherwise serve the public interest; and granting the waiver 14. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN ALBEMARLE COUNTY STANDARDS AND VDOT STANDARDS AND
Application Plan. Storm drainage outfaffs and other pedestrian paths may only be placed highway system. Subject to weather delays or force majeure, the construction of would not be detrimental to the public health, safety or welfare, to the orderly GRAVE SITES ON THE SUBJECT PROPERTY.
In conservation areas If the Program Authority finds that no other location is reasonably the upgrades shall be completed for such acceptance within one hundred eighty development of the Project and to the land adjacent thereto. SPECIFICATIONS.
available and that the disturbance is necessary for such a proposed use. (180) days after the request by the County. I
15 THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THENotwithstandingthetermsofthisCondition3tothecontrary, the Program Authority may . The Owner may request that the Plan be amended at any time. All amendments shall
approve a utility main within a conservation area, even if it is not shown on the B. Extension to Tax Milo 32, Parcel 23HI In the event that any of the residential units be subject to the review and approval by tine County Engineer.PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED
Application Plan, and the Program Authority may approve other disturbances and /or within the Project adjacent to Tax Map 32, Parcel 23HI are developed under a site ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER
CONTRACTOR.
measures as may be appropriate in the Program Authority's discretion to further protect a plan, the Owner shall design and construct extensions to Tax Map 32, Parcel 23HI by 11 Sanitan sewers Ag residential uses shall be served b}r gravity sanitary sewers; CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE
conservation area. way of two streets within the fifty (50) foot wide rg hts- af-way located as shown on the however, basements may be served by grinder pumps.STANDARDS AND SPECIFICATIONS OF VDOT.
3. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH
CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING
Application plan and identified by the notation "R.O.W. Reserved for Future SETTLEMENT AS DETERMINED BY THE ENGINEER.4. Conservatio areas with u ilities The conservation areas with utilities shown an the Dedieation," adjacent to the church property identified as Tax Map 32 Parcel 23HI 16. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO
Application Plan shall remain undisturbed and shall be protected from development that fronts on Pritchett Lane. The exact location of the rights-of-way shall be fixed by In addition, the Board approved the following WAIVERS: ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES.
Impacts to the satisfaction of the Program Authority; except that: the applicable final site plan.
4 WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE
1. Section 21.7 minimum yard requirement waiver to allow for alternative setbacks in STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED.
A. The streets and pedestrian paths shown on the Application Plan may be placed In a 1. The streets shall be designed and constructed to appCicable Virginia Department of accordance with the application plan and COORDINATION NOTES
conservation area with utilities where shown on the Application Plan. Other Transportation public street standards. The streets shag be constructed in 2 Simon 4.2 of the Zoning Ordinance related to critical slopes, as shown an the application
gs, and/or corjunction with the applicable final site plan, or at such other time authorized by plan
5. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE.pedestrian paths, other streets, and sanitary sewers, storm drainage outfa
stream mitigation measures on be laced in a conservation area with utilities if the County Engineer under such terns and conditions the County Engineer
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED
es may y p FOR CONSTRUCTION OF THESE PLANS.
the Program Authority finds that no other location is reasonably avaaable and the determines to be appropriate, Including the requirement that the Owner provide Please be advised that although the Albemarle County Board of Supervisors gook action 6. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS
disturbance is necessary for such a proposed use. In any event, the construction, adequate surety or other guarantee that the streets will be constructed mid on the project noted above, no uses on the property as approved above may lawfully
maintenance and use of the improvements shag have the minimum environmental maintained until accepted into the state highway system. begin until all applicable approvals have been received and conditions have been met 2. ANY TIME WORK IS PERFORMED OFF — SITE OR WITHIN AN EXISTING SPECIFIED OTHERWISE. (SEE TYP. PAVEMENT SECTIONS, SHEET 3)
impact on the conservation area with utilities necessary for the improvements to be This includes: EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
established and maintained, and the long -term impacts shag be adequately mitigated. 2. The streets shall be constructed as doss to the property line between the Project EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW 7. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0
Nothing in this condition shall be construed to obviate the requirements established and Tax Map 32, Parcel 23HI as determined by the County Engineer to be feasible compliance with applicable PROFFERS; ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN
for stream buffers under Chapter 17 of the Albemarle County Code or shag constitute without obtaining offske construction easements. The rights of shag be • compliance with conditions of the SPECIAL USE PERMfr; REFERENCED IN THE RECORDED EASEMENT. ON APPROVED PLANS. (SEE TYP. PAVEMENT SECTIONS, SHEET 3)
a waiver of such requirements. graded as dose as possible to the Project property line. • approval of and compliance with SITE PLANS) ANDiOR SUBDIVISION PLAT(S); and
B. Erosion and sediment control structures and measures shag be permitted within a • approval of a ZONING COMPLIANCE CLEARANCE 8. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE3. To allow the compMetion of street improvements to and beyond the Project property 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF
conservation area with utilities solely to address Impacts from authorized land one, temporary construction easements on the Owner's property and outside of the ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL
disturbing ctivity within such area, unless otherwise requested by the Owner and In the event that the use, structure or activity for which this special use permit is issued is not PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY
g rights -d-way to be dedicabd shall be reserved on the applicable final site plan.
approved by the Program Authority. The site plan also shall include a note stating that no improvements shall be commenced within twenty -four (24) months from time date of Board approval, it shall be deemed CONSTRUCTION PLANS AND PERMITS.
abandoned and the permit terminated. The term "commenced" means `construction of anyestablishedwithinthereservedarea. Within ninety (90) days after request by the structure neces o the use of the permit" 9. SUBBASE DEPTH IS BASED ON AN ASSUMED CBR VALUE OF 4. SOIL
C. The Program Authority may approve other disturbances arxUor measures as may be County, the easeme shat be granted. No Improvements strait be located within ssary 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL
appropriate ill the Program Authority's discretion to further protect a conservation the temporary seconstruction
h
easements until the construction Of the street EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN TEST OF SUBGRADE MUST BE SUBMITTED TO ENGINEER FOR ACTUAL
area with utilities. the temporar
onto Tax Map 32, Parcel 23HI has been completed s that the need If you have questions or comments regarding the above - noted action, please do not hesitate to COMPLETED, INCLUDING UTILITY POLES. DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO SUBBASE
for the temporary construction easements no longer exists.
contact Sherri Proctor at 296832.PLACEMENT.
5. Open space The Owner shaft restrict from development all open space areas Sincerely, 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE
designated as greenway, buffer areas and park areas shown on the Application Plan. 4. Within ninety (90) days after request by the County after Tax Map 32, Parcel 23HI PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 10. TYPICAL ROADWAY SECTIONS ARE BASED ON VDOT CONSTRUCTION
This condition shall not apply to development parcels, conservation areas, and has been upzoned, the Owner shall dedicate to public use the streets and rights -of STANDARD SPECIFICATIONS AND APPROVED ZMA #00 -009.conservation areas with utilities shown on the Application Plan. way and offer the street for acceptance Into the state highway system.
A. Open space areas not dedicated to public use shall be for the use and enjoyment of 10. Overlot aradinia For all subdivisions ug n sizehlotslessthan15 ,000 square feet i
6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMITL
Project, subject to the restrictions tha
he use
imposed b airy " V. Wayne Il imberg REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS. 11. ASPHALT SHALL MEET REQUIREMENTS OF VDOT, ROAD AND BRIDGEtheresidentsoftheypowYandnototherwiserequiringasiteplan, a lot grading plan ("Ovedot Grading Plan) must
declaration recorded as part of a conveyance of these areas to a homeowner's be approved by the County Engineer prior to the issuance Director of Planning STANDARDS.
association. Open space areas dedicated to public use shalt be for the use and residence on any such tot(s). The Overtat Grading Plan must
a budding permit fora new
satisfactorily demonstrate SITE /ARCHITECTURAL SOURCE NOTES
enjoyment of the pub dinpublic, including the residents of the Project. compliance with all Erosion and Sediment 2. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING
cro
ent Control requirements for drainage conveyed VWC last PAINT FACTORY MIXED QUICK— DRYING AND NON— BLEEDING. PAINTasssuchlot(s). An "Agreement in lieu ofa Plan" will be allowed for building permits, 1. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL
B. No structural improvements other than utilities, pedestrian and biking trails, and provided the general drainage patterns and grading matches that shown on the Overlot I FIELD RUN BOUNDARY SURVEY PERFORMED BY WW ASSOCIATES, DATED SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS,
common area amenities such as playgrounds, picnic areas, hardscapes, and PAR Grading Plan. The Overbt Grading Plan may be revised at any time by the subdivision SECTION 231.
exercise equipment shall be established and maintained in the open space areas. developer or individual lot owners, provided all work can be accomplished within their
Cc: Violet Hilo Association, eta[ 4/25/07
6. Aggregate set aside for open- space related areas In no event shall the total area of C/o Greater Eastern Management Co. 13. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE
open related areas comprised of the conservation areas (Condition 3), properly Ines or within available easements. AN amendments shall be subject to the Post Office Box 5526 Charlottesville, VA 22905 2. THE SURVEY IS BASED ON VIRGINIA GRID NORTH — SOUTH ZONE NAD 83
conservation areas with utilities (Condition 4), open space (Condition 5), greenway review and approval by the County Engineer. DATUM AND VERTICAL NAVED 88 DATUM. WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG - 12A.
Conditions 5 and 7), and landscaped buffer areas (Conditions 5 and 8) shown on the A. The Overfat Grading Plan shall be drawn to scale not greater than one (1) inch equals Amelia McCulley RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1.
Application Plan, be less than a total of thirty- -five percent (35%) of time total land within fifty (50) feet, with all proposed grading shown at contour intervals not greater than Tex Weaver
the Project to be developed for residential uses, as shown on Sheet G to the Application two (2) feet interpolated and shag demonstrate to the satisfaction of the County Chuck Proctor 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE MOST CURRENT 14. CONTRACTOR MAY BE RESPONSIBLE TO PREPARE AND EXECUTE A
Plan entitled 'Open Space and Green Way Plan dated March 6, 2006 (`Sheet G'). Engineer that: Sherri Proctor APPROVED ARCHITECTURAL /M.E.P. PLANS AND COORDINATE SAME WITH THE MAINTENANCE OF TRAFFIC PLAN INCLUDING TRAFFIC CONTROL SERVICES
7. Rivanna g s. The Owner shall reserve for dedication to public use a
Steve Allshouse SITE PLAN, PRIOR TO BEGINNING STAKEOUT AND CONSTRUCTION
greenway along the boundary of the Project and adjacent to the Rlvanna River, between 1. AN concentrated runoff is conveyed across lots using vegetated swales or Sarah Baldwin OPERATIONS.
AND FLAGMEN AS REQUIRED AND NECESSARY.
round drains structures in a manner that does not result in floods of Bruce Waodzell (Real Estate)
15. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTYthefloodplainlimeandapreservationarea (hereirmfter, the greenway') as shown on b or erosion as a resuft of the grading. For the purposes of this AND VDOT STANDARDS AND SPECIFICATIONS.Sheet G. nit ti nit• Pu GENERAL NOTES GENERAL UTILITY NOTES
requirement, flows from roof downspouts will be considered concentrated flaws if
A. The Owner may grant such utility easements across the greenway as are required for not adequately dispersed before reaching the property line. 1 . AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND 1. CONTACT MISS UTILITY AT 1- 800 - 552 -7001 48 HOURS PRIOR TO ANY GRADING 16. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATEDaforcedmainutilityandfortheproposedusesshownontheApplicationPlan, each STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, FOOTS, OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL
with the prior written consent of the County. Erosion and sediment control structures 2. Overland relief is assured in the event that drainage structures do not function. SHALL BE AT THE DEVELOPERS EXPENSE, PRIOR TO CONSTRUCTION.
and measures shag be permitted within a greenway sole to address impacts from Overland relief will be considered satisfied if buildings are designed to have WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE
authorized land disturbing activity within the greenway, except as otherwise requested finished floors at Isooll one (1) foot above low points for any drainage area which FROZEN DELETERIOUS OR OBJECTION& MATERIALS. THE MAXIMUM PARTICLE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION.
17. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND
b the Owner and approved by the P Authorit . includes the house. With dame and similar impoundments, this should be DIAMETER SHALL BE ONE —HALF THE LIFT THICKNESS. COMMON FILL MATERIAL
Y a9 y UNENCUMBERED. THE COUNTY CITY SHALL OBTAIN A PERMIT FOR ALL
B. The Owner shall dedicate to public use the iEernvay and all pathways shown through measured from user top of the diem. SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM
p g p TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED.
land depicted on Sheet G as'Greermay"; provided, however, that the property S. The County Engineer may allow other drainage structures (e.g., riprap ditches) where ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND
owners within the Project shall have access to and over such pathways at all times it has beers determined this change will not significantly impact usable yards (e BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC,
the pathways are open to the public. The greenway and pathways shall be dedicated cobblestone swale next to a driveway), where slopes are too steep for vegetated SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW 18. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT &
either upon the request of the County, or in conjunction with the platting of the swales (e.g., steeper t 33% grades) or where the change would better mitigates ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY ASSOCIATES AT (434) 984 -2700. PRIOR TO BEGINNING INSTALLATION OF MUTCO STANDARDS.
residential lots adjacent to the section of the greenway to be dedicated. It the impacts an adjoining properties (e.g., matches offesite drainage structure). WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL ASTM D UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH
greenway and pathways are dedicated by platting, the greenway and pathways shall 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST
be set apart on the plat for public use with a notation that the greenway and pathways C. Public drainage across lots shall be in storm sewers except open drainage ways may WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 STRUCTURES.
are dedicated for public use. If the County accepts dedication of the lake referenced be allowed if the plat restricts construction of a building within fifty (50) feet of a SIEVE.in section VI of the Proffer Statement for the Project (ZMA 2000 - 009), upon request proposed open dnaina9igsway. If a storm sower is used across lots, easement widhe 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIREbytheCounty, the Owner shall dedicate to public use the access pathway east of the must be sufficient to allow excavation with 1:1 side slopes on the trench, sufficient
middle entrance and leading to Flat Branch as shown on Sheet G. room on one side of the trench to stockpile excavated materials, sufficient room on 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE ALL AND MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED
the opposite side of the trench to allow for movement of materials, and adequate BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER ACCORDING TO COUNTY STANDARDS.
C. Access easements to the Rivanna River shall be provided as shown on the room for a backhoe boom to swing. Fences, walls, driveways, and other roses are not CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL
Application Plan for the benefit and use by property owners within the Project. allowed within the easements except where a "hold harmless" clause Is Included In SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT
the easement agreement AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY
D. The Owner shall be responsible for the costs of drafting the deeds of dedication, 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 1557 BENEATH AND STANDARDS AND THE PROJECT SPECIFICATIONS.
having required surveys conducted and plats prepared, and recordation costs.WITHIN 25 FEET OF BUILDINGS AND STRUCTURES AND BY ASTM D 6981 BENEATH
AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT
SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE
IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D6913. IF THE DRAWINGS.
DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN
COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL.
1 MOVED STREAM CROSSING SP TO PREVIOUS PAGE AND ADDED PCS 5/2/08 14 VVII 0F~ DESIGNED SY: PROJECT:
NORTH P01NTE
SET REV. No.:
NOTES TO THIS PAGE ; / , 2
0 1,r ENGINEERS DRAWN BY: NORTHWEST RESIDENTIAL AREA
b r P SURVEYORS AB PRELIMINARY SITE PLAN DRAWING NUMBER:
PLANNERS TITLE.
REVIEWED BY: SPECIAL USE PERMIT AND NOTESC -4
C. t ASSOCIATES DJM
0 S— r Q
I
ry SHEET NUMBER:
J
PO Box 4119 1402 Caeenbrier Place
Lynchburg, VA 24502 cheAatew0le. V,, 2290, W WA NUMBER: FILE NAME: SCALE: DATE:10 ' ss J S` , Phone: 434.316.6080 Phone: 434.984.2700
6 0 9 5 0 7C — C04. d w H: N/A 4 of 16
NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE Ni # 4 .tee l .nom 206095.04 9 V: N/A 3110108ON
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SITE PLAN NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND
VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND
SPECIFICATIONS.
2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING
CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED
PLAN.
3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND
COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS
NECESSARY, TO MATCH FINISHED GRADES.
4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY
OWNED AND MAINTAINED.
5. ALL INTERNAL WALKWAYS OUTSIDE OF R /W, UNLESS OTHERWISE NOTED,
ARE TO BE PRIVATELY OWNED AND MAINTAINED.
6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE
CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING.
7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER
ALBEMARLE COUNTY CODES.
8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON
BOTH SIDES.
9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 5 FEET WIDE UNLESS
OTHERWISE NOTED.
10. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO
BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE.
11. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND
DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT
ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION
DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK.
12. SOLID WASTE WILL BE COLLECTED IN INDIVIDUAL UNIT CONTAINERS AND
PICKED UP BY PRIVATE SERVICE.
MISCELLANEOUS NOTES:
1. THE EAST AND WEST CONSERVATION LINES SHOWN IN THE
CURRENT PLAN ARE DRAWN AS PER THE APPROVED ZMA
APPLICATION PLAN.
2. ALL RETAINING WALLS WILL HAVE ADEQUATE SAFETY RAILINGS TO
PROVIDE PROTECTION FOR PEDESTRIANS.
3. ALL SLOPES WILL BE CONSTRUCTED TO COUNTY GUIDELINES.
4. ADEQUATE STORMWATER MANAGEMENT WILL BE PROVIDED. THE
FINAL DESIGN FOR THE STORMWATER MANAGEMENT WILL BE
PROVIDED IN THE FINAL SITE PLAN.
5. AN ACCESS EASEMENT FOR THE COUNTY'S ACCESS TO SWM -10
WILL BE PROVIDED.
6. IMPROVEMENTS TO ROUTE 29 (PHASE 1) WILL BE BY SEPARATE
SUBMISSION AT A LATER DATE. THESE IMPROVEMENTS INCLUDE:
AN ADDED NORTH BOUND LANE FROM PROFFIT ROAD TO
NORTHWEST PASSAGE, A RIGHT TURN LANE INTO NORTHWEST
PASSAGE, A LEFT TURN LANE ON TO NORTHWEST PASSAGE, AND
A LEFT TURN LANE ON TO THE NORTH FORK RESEARCH PARK.
7. ROAD PLANS FOR THE PORTION OF NORTHWEST PASSAGE
BETWEEN THE PROPERTY LINE OF TMP 32 22H AND NORTH
POINTE BOULEVARD (PHASE 3) WILL BE SUBMITTED AT A LATER
DATE. IF NOT ALREADY CONSTRUCTED THIS PORTION OF THE
ROAD WILL BE CONSTRUCTED PRIOR TO APPROVAL OF THE
FIRST SUBDIVISION PLAT OR SITE PLAN AND IN ACCORDANCE
WITH THE ZMA.
8. ROAD PLANS FOR THE PORTION OF NORTH POINTE BOULEVARD
BETWEEN NORTHWEST PASSAGE AND NORTHSIDE DRIVE (PHASE
3) WILL BE SUBMITTED AT A LATER DATE. IF NOT ALREADY
CONSTRUCTED THIS PORTION OF THE ROAD WILL BE
CONSTRUCTED PRIOR TO APPROVAL OF THE FIRST SUBDIVISION
PLAT OR SITE PLAN AND IN ACCORDANCE WITH THE ZMA.
9. A VDOT APPROVED SIGNAL TIMING PLAN IS REQUIRED AS A
CONDITION OF FINAL SITE APPROVAL.
10. NEW BUILDINGS: 30 MULTI - FAMILY RESIDENTIAL, VARIABLE
UNITS /BUILDINGS
11. 28 AFFORDABLE HOUSING UNITS (PROFFER 8.2) WILL BE BUILT
IN THE NORTHWEST RESIDENTIAL AREA OF THE NORTH POINTE
DEVELOPMENT. SINCE THESE AFFORDABLE UNITS WILL BE FOR
RENT AND DISTRIBUTED THROUGHOUT THE NORTHWEST
RESIDENTIAL AREA THEIR SPECIFIC LOCATION HAS NOT BEEN
SHOWN IN THIS PLAN.
12. THE EXISTING ZONING FOR THIS AREA IS PD -MC AND EC. NO
CHANGE IN ZONING IS REQUESTED.
13. THIS PLAN IS TO BE USED FOR SITE - GRADING PURPOSES
OUTSIDE THE BOUNDARY OF THE BUILDINGS.
14. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN
ZONES AE & X AS SHOWN ON FEMA FIRM MAP 51003CO145D
DATED 2/4/05.
15. THIS PROPERTY IS SERVED BY PUBLIC SEWER AND PUBLIC
WATER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY AND
RIVANNA WATER AND SEWER AUTHORITY.
16. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE
STATE PLANE COORDINATE SYSTEM.
17. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR
TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND
SERVICES TO HIS OWN SATISFACTION.
OPEN _SPACE TABULATIONS:
NOTES:
1. * S/F IS SINGLE FAMILY
2. ** THE EXISTING S/F RESIDENTIAL UNIT IS NOT PART OF THE RESIDENTIAL UNIT COUNT FOR NORTH POINTE.
S /F*
DETACHED
MULTI-
FAMILY OTHER TOTAL
NORTH POINTE MAXIMUM N/A N/A N/A 893
MULTI-
FAMILY
MINIMUM 205 205 205 N/A
PREVIOUSLY PROVIDED
4
0 0 1 0 0
NORTHWEST RESIDENTIAL AREA NEW 0 186 0 186
EXISTING 1 **0 0 1 **
FUTURE 2 0 0 2
REMAINDER
0
1 203 19 205 705
NOTES:
1. * S/F IS SINGLE FAMILY
2. ** THE EXISTING S/F RESIDENTIAL UNIT IS NOT PART OF THE RESIDENTIAL UNIT COUNT FOR NORTH POINTE.
BUILDING
NO.
FOR SALE
NO. OF
UNITS
TOTAL
FOR
S E
FOR
SALE
FOR
RENT FOR
RENT
CARRIAGE
HOUSES CARRIAGE
HOUSES
TOTAL
NUMBER
TOTAL
PERCENTAGEMULTI-
FAMILY
OTHER SINGLE
FAMILY
NORTH POINTE MINIMUM 12 12 16 4 100%66 100%4 100%110 100%
PREVIOUSLY PROVIDED 0 0 0
2
0%0 0%0 0%0 0%
NORTHWEST RESIDENTIAL AREA 0 0 0
10
0%42%0 0%28 25%
REMAINDER 12 12 16 40 100 3 58%4 100%82 75%
BUILDING
NO.
BUILDING
TYPE
NO. OF
UNITS
NO. OF
BEDROOMS
PER UNIT
SPACES
REQUIRED
PER UNIT
GUEST SPACES
REQUIRED
PER UNIT
SPACES
REQUIRED
PER BUILDING
GUEST SPACES
REQUIRED
PER BUILDING
SPACES
PROVIDED
PER UNIT
SPACES
PROVIDED
PER BUILDING
GUEST
SPACES
PROVIDED
1 A 8 3 2 0.25 16 2.00 2 16
2,142
2 C 8 3 2 0.25 16 2.00 2 16
3
3*C 5 3 2 0.25 10 1.25 2 10
34,986
B 2 3 2 0.25 4 0.50 2 4
1 6.75
4 C 4 3 2 0.25 8 1.00 2 8
62.01
5 A 4 3 2 0.25 8 1.00 2 8
1.93
6 C 6 3 2 0.25 12 1.50 2 12
7*C 4 3 2 0.25 8 1.00 2 8
B 1 3 2 0.25 2 0.25 2 2
8 C 2 3 2 0.25 4 0.50 2 4
9 A 4 3 2 0.25 8 1.00 2 8
10 C 5 3 2 0.25 10 1.25 2 10
11 B 2 3 2 0.25 4 0.50 2 4
12 A 8 3 2 0.25 16 2.00 2 16
13 A 7 3 2 0.25 14 1.75 2 14
14 A 8 3 2 0.25 16 2.00 2 16
15 A 7 3 2 0.25 14 1.75 2 14
16 B 7 3 2 0.25 14 1.75 2 14
17 C 2 3 2 0.25 4 0.50 2 4
18*A 4 3 2 0.25 8 1.00 2 8
B 1 3 2 0.25 2 0.25 2 2
19 A 6 3 2 0.25 12 1.50 2 12
20 A 6 3 2 0.25 12 1.50 2 12
21 B 8 3 2 0.25 16 2.00 2 16
22 A 7 3 2 0.25 14 1.75 2 14
23 A 7 3 2 0.25 14 1.75 2 14
24 B 8 3 2 0.25 16 2.00 2 16
25 A 8 3 2 0.25 16 2.00 2 16
26 A 8 3 2 0.25 16 2.00 2 16
27 B 8 3 2 0.25 16 2.00 2 16
28*A 6 3 2 0.25 12 1.50 2 12
B 1 3 2 0.25 2 0.25 2 2
29*A 7 3 2 0.25 14 1.75 2 14
B 1 3 2 0.25 2 0.25 2 2
30 D 6 3 2 0.25 12 1.50 2 12
TOTAL
THIS PLAN
186 372 47 372 49
EXISTING 1
FUTURE 2
TOTAL 189
uV'1h mf:
r
NOTES:
1. NORTHWEST RESIDENTIAL AREA CONSISTS OF:
1 EXISTING SINGLE - FAMILY DETACHED RESIDENTIAL UNIT
186 NEW UNITS IN 30 MULTI - FAMILY BUILDINGS PROPOSED IN THIS PLAN
2 FUTURE SINGLE - FAMILY DETACHED RESIDENTIAL UNITS
2. THE GROSS RESULTING DENSITY OF UNITS AFTER THE FINAL 2 "FUTURE UNITS" IN THE NORTHWEST RESIDENTIAL
AREA ARE DEVELOPED SHALL BE 189 UNITS / 39.949 ACRES = 4.731 UNITS /ACRE. THE DENSITY PRIOR TO THE 2 "FUTURE UNIITS" BUT INCLUDING THE
ONE EXISTING UNIT SHALL BE 187 UNITS / 39.949 ACRES = 4.681 UNITS /ACRE.
3. BUILDING TYPE DESCRIPTIONS:
A - TWO SURFACE PARKING SPACES PER UNIT ADJACENT TO BUILDING BACK.
B - TWO SURFACE PARKING SPACES PER UNIT NOT ADJACENT TO BUILDING.
C - ONE GARAGE PARKING SPACE AND ONE SURFACE PARKING SPACE PER UNIT ADJACENT TO BUILDING FRONT.
D - TWO GARAGE PARKING SPACES.
4. * BUILDINGS 3, 7, 18, 28, & 29 INCLUDE MORE THAN ONE TYPE OF UNIT. THEREFORE, THEY ARE SHOWN ON TWO LINES EACH IIN THE CHART.
CIIRRFNT PROPnSFl1 RUII DING INFORMATION RY UNIT DIJANT17Y IN NORTHWEST RESIDENTIAL AREA:
NO. UNITS SO FT SO FT NO. OF BUILDINGS TOTAL SO FT OF
PER BUILDING PER UNIT OF BUILDING OF THAT SIZE FOOTPRINTS FOR
FOOTPRINT' FOOTPRINT
ACCESS TRAILS
BUILDINGS OF THAT SIZE
2 714 1,428 3 4,284
3 714 2,142 0 0
4 714 2,856 3 8,568
5 714 3,570 3 10,710
6 714 4,284 4 17,136
7 714 4,998 7 34,986
8 714 5,712 10 57,120
TOTAL
NORTHWEST RESIDENTIAL AREA 39.95 11.49
30
1 6.75
132,804
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES)
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 PAVING, DRAINAGE RELATED 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:
VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1
OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OF STABILIZATION MAT LINED DITCH MAY BE
REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY
DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE
REINFORCED CONCRETE PIPE - CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY
WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR
PART 1926).
GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS:
SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES)
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. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE
DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296 -5861) 48
HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION
FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE
ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE
TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A
REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER
AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED
AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1
HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN
THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE
TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION
AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT
THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE
REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S 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.
9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL
DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C).
10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL
DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1.
11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE
REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION
OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT
IS DEEMED NECESSARY.
12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF
PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION
STREETS.
13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH
AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION
DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE
ALLOWED.
14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME
SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET
INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO
ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS ". THE
DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS
UNTIL THE ROADS HAVE BEEN ACCEPTED.
15. ROAD PLAN APPROVAL 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.
16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES
SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF
THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY
ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND
CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES
SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES
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. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST
BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A
PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TO
THE START OF WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS
UTILITY (1- 800 - 552 - 7001).
4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977 -2970 EXT. 202)
MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF
CONSTRUCTION.
5. ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY
RWSA. 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 RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN
WRITING.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE
BYPASS PUMPING FOR TIE -INS TO THE EXISTING SYSTEM. ALL
DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO
CONNECTING TO THE SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM
DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY
COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL
EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE
CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES
AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON
THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE
REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO
ADDITIONAL COST TO THE OWNER.
8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE
PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY
RWSA IN WRITING. NO GRADING OR FILLING SHALL BE PERMITTED IN
THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN
WRITING.
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA
FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE
BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING
AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO
BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR
TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10. IN ADDITION TO 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. BACKFILLING THE AREA OF THE CROSSING WITH
COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE
WILL BE REQUIRED.
11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED,
FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY
PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED
METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE
REQUIRED TO ELIMINATE ANY POSSIBLE CROSS- CONNECTION TO THE
PUBLIC WATER SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED
PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE
RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING
WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY
OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND
WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR
SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE
AUTHORITY.
4. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS
UTILLITY" (1- 800 - 552 - 7001).
5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVERMEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE
OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATER LINES, ETC.
6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
7. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
8. BACKFLOW PREVENTION REQUIRED.
2 _ - MODIFIE TABLE TO REFLECT CHANGES PCS 3/9/09 0 000 DESIGNED BY: PROJECT: SET REV. NO.:
f 1,,. PS NORTH POINTE 2ENGINEERSNORTHWESTRESIDENTIALAREA
SURVEYORS
DRAWN
PCs PRELIMINARY SITE PLAN DRAWING NUMBER:I
ER F PLANNERS TITLE:
REVIEWED BY: GENERAL NOTES AND TABLES C -5
1 ASSOCIATES DJM
o - 9 w Po Box 4119 1402 Greenbrier Place
SHEET NUMBER:
J LyncWjw&VA24502 c>w+u SCA1e.VA22901 WWA NUMBER: FILE NAME: LE: DATE:
s Phoe: 434.316.6080 Phon 434.984.2700 H: NIAS1ONAL609507C - CO5. d wtywww.ww&"miates.net 206095.04 9 V: N/A 3110108 5 of
NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE X00
OVERALL OPEN SPACE TO BE DEDICATED TO COUNTY OPEN SPACE OFFERED TO BE DEDICATED TO COUNTY OPEN SPACE HELD BY THE NEIGHBORHOOD ASSOICIATION OR OWNER OPEN SPACE
TOTAL FLOOD PLAIN GREENWAY AREA ACCESS TRAILS PROFERRED INTERMITANT STREAM BUFFER LAKE AND PERIMETER PARK COMMON AREAS TOTAL
AC.AC.AC.AC.AC.AC.AC.AC.
NORTH POINTE (RESIDENTIAL)181.10 11.76 6.00 10.02 6.00 1.471 1.00 6.45 3.60 1.93 1.10 35.40 19.55 67.03 37.01
NORTHWEST RESIDENTIAL AREA 39.95 11.49 28.77 1 6.75 16.90 0.73 1.83 0.00 0.00 0.00 0.00 5.80 14.51 1 24.77 62.01
REMAINDER 141.15 0.27*1 N/A 1 3.27 1 N/A 0.74 WA 6.45 1 WA 1.93 1 N/A 29.60 N/A 1 42.26 1 N/A
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES)
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 PAVING, DRAINAGE RELATED 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:
VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1
OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OF STABILIZATION MAT LINED DITCH MAY BE
REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY
DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE
REINFORCED CONCRETE PIPE - CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY
WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR
PART 1926).
GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS:
SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES)
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. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE
DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296 -5861) 48
HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION
FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE
ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE
TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A
REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER
AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED
AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1
HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN
THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE
TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION
AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT
THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE
REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S 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.
9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL
DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C).
10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL
DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1.
11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE
REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION
OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT
IS DEEMED NECESSARY.
12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF
PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION
STREETS.
13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH
AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION
DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE
ALLOWED.
14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME
SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET
INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO
ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS ". THE
DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS
UNTIL THE ROADS HAVE BEEN ACCEPTED.
15. ROAD PLAN APPROVAL 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.
16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES
SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF
THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY
ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND
CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES
SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES
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. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST
BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A
PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TO
THE START OF WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS
UTILITY (1- 800 - 552 - 7001).
4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977 -2970 EXT. 202)
MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF
CONSTRUCTION.
5. ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY
RWSA. 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 RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN
WRITING.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE
BYPASS PUMPING FOR TIE -INS TO THE EXISTING SYSTEM. ALL
DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO
CONNECTING TO THE SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM
DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY
COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL
EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE
CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES
AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON
THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE
REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO
ADDITIONAL COST TO THE OWNER.
8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE
PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY
RWSA IN WRITING. NO GRADING OR FILLING SHALL BE PERMITTED IN
THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN
WRITING.
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA
FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE
BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING
AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO
BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR
TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10. IN ADDITION TO 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. BACKFILLING THE AREA OF THE CROSSING WITH
COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE
WILL BE REQUIRED.
11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED,
FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY
PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED
METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE
REQUIRED TO ELIMINATE ANY POSSIBLE CROSS- CONNECTION TO THE
PUBLIC WATER SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED
PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE
RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING
WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY
OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND
WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR
SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE
AUTHORITY.
4. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS
UTILLITY" (1- 800 - 552 - 7001).
5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVERMEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE
OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATER LINES, ETC.
6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
7. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
8. BACKFLOW PREVENTION REQUIRED.
2 _ - MODIFIE TABLE TO REFLECT CHANGES PCS 3/9/09 0 000 DESIGNED BY: PROJECT: SET REV. NO.:
f 1,,. PS NORTH POINTE 2ENGINEERSNORTHWESTRESIDENTIALAREA
SURVEYORS
DRAWN
PCs PRELIMINARY SITE PLAN DRAWING NUMBER:I
ER F PLANNERS TITLE:
REVIEWED BY: GENERAL NOTES AND TABLES C -5
1 ASSOCIATES DJM
o - 9 w Po Box 4119 1402 Greenbrier Place
SHEET NUMBER:
J LyncWjw&VA24502 c>w+u SCA1e.VA22901 WWA NUMBER: FILE NAME: LE: DATE:
s Phoe: 434.316.6080 Phon 434.984.2700 H: NIAS1ONAL609507C - CO5. d wtywww.ww&"miates.net 206095.04 9 V: N/A 3110108 5 of
NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE X00
GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS
SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES)
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' MEDIAN
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY (VARIES WITH (TURN LANES)
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN. SIDE BIKE i
2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE
WALK LANE STREET
DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST
NOTIFY THE DEPARTMENT OF ENGINEERING (296 -5861) 48 HOURS IN
ADVANCE OF THE START OF CONSTRUCTION.
3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION GRADE VARIES BY
FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA LOCATION - - - -
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). J
4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST
I 5' 5'
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER - -
CONSTRUCTION.
5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE
ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
STREET BANE WALK
J p
3 T
or,
00O X".
VV4-
GRADE VARIES BY
LOCATION
UTILITY LINES
12' 12' t 12' 5' 5'
R LESS IF ALLOWED — B - ? (OR LESS IF ALLOWED B
OT AND APPROVED BY VDOT AND APPROVED BY
COUNTY ENGINEERING COUNTY ENGINEERING
DEPARTMENT) DEPARTMENT)
GRADE VARIES B
LOCATION
GRADED FOR
POTENTIAL FUTURE
SIDEWALK AND
PLANTER BY
OTHERS
L
MEDIAN
VARIES WITH TURN LANES)
BIKE i
LANE STREET I
UTILITY LINES
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE Tr-31 >>
RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL 5 6 ' - 0 +
CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH e R
THE TEST RESULTS FOR APPROVAL FINAL DESIGN SHALL BE ACCORDING TO VDOT STANDARDS AND BE APPROVED PRIOR TO CONSTRUCTION
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND CURB & GUTTER WILL BE PROVIDED ON DOWNHILL SIDE OF STREETS BUT GUTTER MAY BE OMITTED ON UPHILL SIDES.
MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1
HO R IZONTALNERTI CAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 4 :1 OR BETTER ARE TO BE ACHIEVED rNW P 2 NORTHWEST PASSAGE7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE
PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE
BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO
A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR RIDGE DESIGN (DRAWING NOT TO SCALE)
SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE.
8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND
APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME
OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT
LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR
OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED I `
NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED c rJ7
FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF,1 IGUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO MEDIAN
SEVEN (7) FEET.
9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL D (VARIES WITH T URN LANES)
DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B OR C). GRADE VARIES BY SIDE BIKE10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL — J
DRIVEWAY ENTRANCES SHALL
LOCATION WALK LANE
CONFORM TO VDOT STANDARD PE -1. STREET
11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED
TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, -_
THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS
DEEMED NECESSARY. -
12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF
PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION
STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON
THE CATEGORY OF ROAD DESIGN.
13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND 5' 6' -6" 5' 12'
ol
DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL (OR LESS IF ALLOWED BY
SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE VDOT AND APPROVED BY
MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE
COUNTY ENGINEERING
DEPARTMENT)
v
I
I
BIKE
STREET LANE
SIDE
WALK
UTILITY LINES -
12' t 12'5' 6' - 6 " 5'
OR LESS IF ALLOWED B
VDOT AND APPROVED BY
COUNTY ENGINEERING
DEPARTMENT)
ALLOWED.
14
ARE
REQUIRED
O BE FURNISHED SAND SP LIMIT TO 6 9' - 0" ±
ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO
ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING R FINAL DESIGN SHALL BE ACCORDING TO VDOT STANDARDS AND BE APPROVED PRIOR TO CONSTRUCTION
ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM CURB & GUTTER WILL BE PROVIDED ON DOWNHILL SIDE OF STREETS BUT GUTTER MAY BE OMITTED ON UPHILL SIDES.
TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN
ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR
MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED
INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE rNW P 1 NORTHWEST PASSAGEPOSTEDONSPEEDLIMITSIGNSARETOBEDETERMINEDBYVDOTPRIOR
TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE
DESIGN SPEED.
15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT CONNECTION TO N.P. BLVD . (DRAWING NOT TO SCALE)VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR
TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL
BE NULL AND VOID.
16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL
BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE
DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT
ACCESS.
17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG
POINTS.
3 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND
CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND
o ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND
ca OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN
cv ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND
o WITH A VDOT AND /OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF
o HIGH - DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS
INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE
MANUFACTURER SHOULD HOLD A PRE - CONSTRUCTION MEETING FOR
INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A
MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE
o INSTALLATION.
5' -0" UNLESS OTHERWISE NOTED ON PLANS
SLOPE
PLANS1.5" SM -9. ASPHALT
a 5 BM -25.0 ASPHALT o
d_ n n a 0
0 0 5" VDOT 21B ° o W li lil- lipJ = -1LOQooOooII -III =1 I I -I 1 =1 I I -I f I_J j (- I -I -1 11= - 1-
will
1o ;cam_ 4' — III — —IIIJ I -1 I ICI I I—I I11( —I" I I -1= 1-11uj - I - ill — _ -
o PAVE OVER PRIME AT 0.4 GA /SY
MIN - NO.V21A
co COMPACTED SUBGRADE - -L AGGREGATENNOTES: T _,
1. TO BE POURED VDOT CLASS A3 CONCRETE.
2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN
E LIGHT -DUTY PAVEMENT SECTION LONGITUDINAL DIRECTION.
DETAIL- PARKING LOT AND SPACES SIDEWALK - DETAIL
a NOT TO SCALE NOT TO SCALEQ
a>'
o MOVED SOME NOTES TO PREVIOUS PAGES AND ADDED ADDITIONAL PCS 512108a -
r _SECTIONS FROM ZMA
0 2 MODIFIED KEY PLAN TO REFLECT VARIATION REQUEST PCS 319109O
z —
to --
0) -- -
0
0
FINAL DESIGN SHALL BE ACCORDING TO VDOT STANDARDS AND BE APPROVED PRIOR TO CONSTRUCTION R
CURB & GUTTER WILL BE PROVIDED ON DOWNHILL SIDE OF STREETS BUT GUTTER MAY BE OMITTED ON UPHILL SIDES.
N 3 NORTHWEST PASSAGE
CONNECTION TO ROUTE 29 (DRAWING NOT TO SCALE)
5' 12' L 12' t 12' 5' 6' -6" l 5'
LESS IF ALLOWED B (OR LESS IF ALLOWED B
VDOT AND APPROVED BY VDOT AND APPROVED BY
COUNTY ENGINEERING COUNTY ENGINEERING
DEPARTMENT) DEPARTMENT)
69' -0 "±
f
f
STREET
TREES ON
SIDES
D
EXERCISE
PATH
BAKE MEANDERING PA RADE VARIES BY iSTREETVARIESBYLOCATION
LOCATION
GRADE VARIES
BY LOCATION
011 r
u•nUTY UNES CURB FACE FOR SCREENING LANDSCAPE TO w
12' 5' 6' - POTENTIAL FUTURE
SECOND LANE BE PROVIDED AS PER THE z
J
FOROBJECTIONABLE i1SLOPEDFORDRAINAGE
i
0
w i
SEE NPB /D1 FOR CONTINUATION
PRIVATE
RESIDENTIAL LOTS
PB EP NORTH POINTE BOULEVARD @EXERCISE PATH
STREET TREES
ON SIDES
ROUTE 29
DRAWING NOT TO SCALE)
I
FINAL DESIGN SHALL BE ACCORDING TO VDOT STANDARDS AND BE APPROVED PRIOR TO CONSTRUCTION
CURB & GUTTER WILL BE PROVIDED ON DOWNHILL SIDE OF STREETS BUT GUTTER MAY BE OMITTED ON UPHILL SIDES.
NORTH POINTE BOULEVARD @ SCHOOLNDBSANDAPORTIONOFNORTHWESTPASSAGE
DRAWING NOT TO SCALE)
i \ KEY PLAN
DRAWING NOT TO SCALE)
it W, vvil Op
o rAp%
NO. SHEET REVISION BY DATE NO. SHFFT RFVISInN BY I DATE
tom AL
ENGINEERS
SURVEYORS
PLANNERS
ASSOCIATES
PO Box 4119 1402 Greenbrier Place
Lynchburg, VA 24502 C3vlonem7le, VA 22901
Phone: 434.316.60g0 Phone: 434.984.2700
www.wwassociates.net
GRADE VARIES
BY LOCATION
v
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f 47
eb a
SIDE BIKE
WALK LANE
I
f
BIKE
STREET LANE
SIDE
WALK
GRADE VARIES
LOCATION
I
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WI E
MEDIAN
VARIES WITH RN LANES) —
Z — MIAMENTAL
LANDSCAPING
IN MEDIAN
BIKE SIDE
LANE WALK
STREET , STREET
UTILITY LINES
5' 5' 6' - 6" 17' 16'
SLOPED FOR DRAINAGE
I
GRADE VARIES
BY LOCATION
DESIGNED BY: PROJECT. SET REV. NO.:
CR NORTH POINTE
2
DRAWN BY: NORTHWEST RESIDENTIAL AREA
TAB PRELIMINARY SITE PLAN DRAWING NUMBER:
TITLE:
REVIEWED BY: GENERAL NOTES, DETAILS, AND TYPICAL SECTIONS C -6
DJM
SHEET NUMBER.
WWA NUMBER: FILE NAME: SCALE: DATE:
206095.04 609507C— CO6.dwg H. N/A 3110108 6 of 16
V: N/A
17' 6' -6" 5' 5'
SLOPED FOR DRAINAGE
STREET TREES
ON SIDES
13
FOR FUTURE DEVELOPMENT
INDICATED ON CHART ON
C -5 AS "2 FUTURE UNITS'
OFFSITE PRELIMINARY LAYOUT
IS SHOWN FOR INFORMATION
ONLY AS PER THE ZMA
APPLICATION PLAN
O
v+
PROPOSED LANE TRANSITION (PHASE 1).
p DESIGN TO BE SUBMITTED AT LATER DATE
U IN SEPARATE PLAN.
U
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i PROPOSED LEFT TURN LANE (PHASE 3).
DESIGN TO BE SUBMITTED AT LATER DATE
IN SEPARATE PLAN. IF NOT ALREADY
CONSTRUCTED THIS TURN LANE WILL BE
CONSTRUCTED PRIOR TO APPROVAL OF THE
FIRST SUBDIVISION PLAT OR SITE PLAN AND
PROPOSED ENTRANCE ON TO ROUTE 29 (PHASE 3).i IN ACCORDANCE WITH THE ZMA.
DESIGN TO BE SUBMITTED AT A LATER DATE
IN SEPARATE PLAN. IF NOT ALREADY
CONSTRUCTED THIS ENTRANCE WILL BE
CONSTRUCTED PRIOR TO APPROVAL OF THE
j FIRST SUBDIVISION PLAT OR SITE PLAN AND
IN ACCORDANCE WITH THE ZMA.
n CG -6 RADII AND OFFSET LENGTH FROM RTE. 29
o WILL BE DESIGNED TO V.D.O.T. REQUIREMENTS AT
rn A LATER DATE IN A SEPARATE PLAN.
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to
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NO.- I SHEET REVISION
PCS 5/2/08
PCS 3/9/09
BY I DATE I NO.
DESIGN TO BE SUBMITTED AT LATER DESIGN TO BE SUBMITTED AT LATER DATE
DATE IN SEPARATE PLAN. IN SEPARATE PLAN. IF NOT ALREADY
CONSTRUCTED THIS TURN LANE WILL BIE
CONSTRUCTED PRIOR TO APPROVAL OF THE
s FIRST SUBDIVISION PLAT OR SITE PLAN AND
IN ACCORDANCE WITH THE ZMA.
i
W
J
I
Iii OF b
r
4 j O
SHEET REVISION BY DATE i a:aN
LANE ADDED TO RT 29 FROM PROFFIT
ROAD TO NORTHWEST PASSAGE (PHASE 1).
LANE SHIFT WILL BE A MINIMUM OF 720'
LONG IN ACCORDANCE WITH VDOT
STANDARDS. DESIGN TO BE SUBMITTED AT
LATER DATE IN SEPARATE PLAN.
IrM
b
F0
ROAD PLANS FOR EXTENSION OF NORTHWEST
PASSAGE TO NORTH POINTE BOULEVARD (PHASE 3)
AND NORTH POINTE BOULEVARD BETWEEN QNORTHWESTPASSAGEANDNORTHSIDEDRIVE
PHASE 3) WILL BE SUBMITTED AT A LATER DATE.
IF NOT ALREADY CONSTRUCTED THESE ROADS WILL
BE CONSTRUCTED PRIOR TO APPROVAL OF THE
FIRST SUBDIVISION PLAT OR SITE PLAN AND IN
ACCORDANCE WITH ZMA. WE REQUEST CONDITIONAL
APPROVAL OF THIS PRELIMINARY PLAN BASED ON
THE CONSTRUCTION OF THESE ROADWAY IMPROVEMENTS.
NORTHSIDE DRIVE AND
ROUNDABOUT ARE SHOWN
FOR REFERENCE ONLY
LEGEND:
PEDESTRIAN TRAIL
TRAIL AREA (TO BE DEDICATED TO COUNTY)
FLOOD PLAIN (TO BE DEDICATED TO COUNTY)
GREENWAY (TO BE DEDICATED TO COUNTY)
OPEN SPACE AREAS
RESIDENTIAL AREAS
CONSERVATION AREAS
ROAD ROW (TO BE DEDICATED TO VDOT BY OTHERS)
o o ACCESS EASEMENT
EXISTING RESIDENCE
ENGINEERS
SURVEYORS
PLANNERS
ASSOCIATES
PO Box 4119 1402 Greenbrier Place
Lynchburg, VA 24502 ChvloftwUle, VA 22901
Phone: 434.316.6080 Phone: 434.984.2700
wwwmwassociatesmt
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ry
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IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
SCALE: 1 " = 120'
120' 0 120'
DESIGNED BY: PROJECT:
PCs NORTH POINTE
DRAWN BY.- NORTHWEST RESIDENTIAL AREA
PCs PRELIMINARY SITE PLAN
TITLE:
REVIEWED BY: LAND USE PLAN
DJM
WWA NUMBER: FILE NAME: SCALE: DATE:
206095.04 60950 7C —008. d wg H: 1" - 120'
V: N/A 3110108
SET REV. NO.:
2
DRAWING NUMBER:
C -8
SHEET NUMBER
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l ' ' ,,,,,- ,•....,,,,,.,... f >
A t No"' IF THIS DRAWING IS A REDUCTION
r'• =F` - i t GRAPHIC SCALE MUST BE USED
SCALE: 1 " = 800'
w--
f `
o •800' 0 800'
INSET: 1% RULE DRAINAGE AREA
1 1 ADDED 1 % RULE DRAINAGE AREA
100
to
WM #' r,1, ST -DA =8.03 ` AC. 1
OMP If FACTOR, 0.63
to to
y J t
f
YpT 10 i
EFA 3/9/09 ` ,I i Q0 00
I
r
NO' SHEET REVISION BY I DATE I NO.SHEET REVISION BY I DATE
Fssf o rNAL _aa
gy .. .. -- __ -_ - - --
1 100' 1000
I
OFFSITE DRAINAGE
AREA TO SWM #10
2
4f AS SHOWN IN ZMA ,
If I
I ,
4 ,
J ,
i /
I
SET REV. NO.:
2
DRAWING NUMBER:
C -15
SHEET NUMBER.
15 of 16
DESIGNED R :PROJECT:
NORTH P01 NTE
ENGINEERS
SURVEYORS
PLANNERS
NORTHWEST RESIDENTIAL AREA
PRELIMINARY SITE PLAN
DRAWN BY:
EDH
TITLE:
REVIEWED BY:DRAINAGE AREA MAPSASSOCIATESDJM
PO Box 4119 1402 Greenbrier Place
Lynd*w ,VA 24502 CM&ftff,•01e
Phone: 434.316.6080 Phon 434.984.2700
www.wwassmintes.net
WWA NUMBER:
206095.04
FILE NAME:
609507C —C 15.dwg
SCALE:
r
V' N/A
DATE:
3110108
I
OFFSITE DRAINAGE
AREA TO SWM #10
2
4f AS SHOWN IN ZMA ,
If I
I ,
4 ,
J ,
i /
I
SET REV. NO.:
2
DRAWING NUMBER:
C -15
SHEET NUMBER.
15 of 16
PPLEMENT
ALL STORM STRUCTURES FOR THE DEVELOPMENT ARE LOCATED OUTSIDE OF THE
100 -YEAR FLOOD PLAIN. AS DISCUSSED IN OUR MEETING WITH THE COUNTY ON
JANUARY 20, 2009, IT WAS THE INTENT, AND REPRESENTED IN THE ZMA, THAT
STORMWATER PONDS WOULD NOT EXIST ON THE WEST SIDE OF THE PROPERTY. IT
WAS ALSO NOTED IN THE MEETING THAT A COMBINED NEW OUTFALL WOULD BE
ACCEPTABLE INTO THE "CONSERVATION AREA WITH UTILITIES" AS WELL AS THE
FLOODPLAIN. AN ENGINEERED RIPRAP CHANNEL CONVEYS STORMWATER FROM THE
NEW OUTFALL TO THE FLOOD PLAIN. THE "ONE PERCENT RULE" UNDER MS -19 WILL
BE USED TO PROVE ADEQUACY OF OUTFALL IN LIEU OF FACILITIES #11 AND #12.
RY STORMWATER MANAGEMENT CONCEPT NARRATIVE:
STORMWATER MANAGEMENT FOR NORTH POINTE - NORTHWEST RESIDENTIAL AREA
WILL BE ACHIEVED THROUGH A COMBINATION OF A DRY DETENTION BASIN, CONTECH
STORMFILTERS, CONTECH VORTECHS, FILTERRA BIORETENTION UNITS, AND SMALL
BIOFILTERS. PRIMARY QUALITY CONTROL WILL BE PROVIDED BY CONTECH
STORMFILTERS AND VORTECHS UNITS ARRANGED IN A SERIES. THEY WILL BE
SUPPLEMENTED AS NECESSARY WITH FILTERRA UNITS AND SMALL BIOFILTERS TO
ACHIEVE THE POLLUTANT REMOVAL RATES REQUIRED. THE COMBINED USE OF THESE
QUALITY FEATURES WILL BE DESIGNED TO MEET COUNTY REQUIREMENTS. ONE
POSSIBLE BIOFILTER LOCATION IS DEPICTED ON DRAWING C -10. BIOFILTERS CAN BE
INTEGRATED DURING FINAL DESIGN IF ADDITIONAL QUALITY MEASURES ARE NEEDED.
A PORTION OF THE SITE WILL BE ATTENUATED IN A
FACILITY #10) WHICH IS CAPABLE OF ATTENUATING
POST - DEVELOPMENT FLOWS TO THE 2 -YEAR AND
FLOWS. THE REMAINING DEVELOPMENT AREA FALLS LIN
OF MS -19 FOR ADEQUACY OF OUTFALL, THEREFORE
PROVIDED.
DRY DETENTION BASIN (SWM
THE 2-YEAR AND 10 -YEAR
10 -YEAR PRE - DEVELOPMENT
DER THE ONE- PERCENT RULE
NO ATTENTUATION HAS BEEN
THE SHORT VERSION BMP COMPUTATIONS SHOWN ON THIS SHEET ARE BASED ON
PRELIMINARY GRADING, THE PRELIMINARY CLOSED CONDUIT STORM SYSTEM LAYOUT,
AND CURRENT BUILDING LAYOUT AS PER THIS PRELIMINARY PLAN. THESE VALUES
ARE SUBJECT TO CHANGE WITH FINAL DESIGN. PRELIMINARY CALCULATIONS, DRAINAGE
AREAS, AND "C" VALUES ARE SUBJECT TO CHANGE WITH FINAL DESIGN, AND THE
ENGINEER RESERVES THE RIGHT TO MODIFY THE FACILITY TYPE PER ANY LAYOUT
CHANGES THAT MAY BE DEEMED NECESSARY WITH FINAL ENGINEERING,
SWM FACILITY #10:
FACILITY #10 IS A DRY DETENTION BASIN THAT IS SIZED TO ATTENUATE THE 2 -YEAR
AND 10 -YEAR STORMS. PER PRELIMINARY CALCS, THE DRAINAGE AREA OF 8.03
ACRES REQUIRES A REMOVAL RATE OF 51%. WATER QUALITY TREATMENT WILL BE
ACCOMPLISHED THROUGH A SERIES ARRANGEMENT OF STORMFILTERS, FILTERRA UNITS
AND /OR SMALL BIOFILTERS TO TREAT THE RUNOFF BEFORE ENTERING THE
DETENTION BASIN.
UNDETAINED AREA:
APPROXIMATELY 10.7 ACRES OF DRAINAGE FROM THE SITE WILL FLOW UNDETAINED
TO A SINGLE STORMWATER OUTLET INTO FLAT BRANCH. THE TOTAL DRAINAGE AREA
FOR FLAT BRANCH AND ITS TRIBUTARIES TO THE POINT OF DISCHARGE IS 1,095
ACRES, THEREFORE THE ONE- PERCENT RULE UNDER MS -19 WILL BE USED TO
PROVE CHANNEL ADEQUACY. PROPERLY DESIGNED OUTLET PROTECTION BETWEEN THE
DISCHARGE POINT AND FLAT BRANCH WILL BE PROVIDED. REFER TO THE INSET ON
DWG. C -15 FOR THE TOTAL DRAINAGE AREA FOR FLAT BRANCH.
SUSPENDED SOLIDS REMOVAL PROFFER:
PROVIDED APPROPRIATE WATER QUALITY REQUIREMENTS ARE MET. BASED ON FIELD
STUDIES PERFORMED BY CONTECH, IT IS BELIEVED THAT THE COMBINATION OF
CONTECH STORMFILTER AND VORTECHS UNITS CAN SUCCESSFULLY CAPTURE AT
LEAST 80% OF TOTAL SUSPENDED SOLIDS AND ACHIEVE THE REMOVAL RATES
REQUIRED BY ALBEMARLE COUNTY'S SHORT VERSION BMP COMPUTATIONS.
PRELIMINARY DISCUSSIONS WITH CONTECH ENGINEERS REVEALED THAT EXISTING FIELD
STUDIES SHOW THAT STORMFILTER BMP'S WILL PROVIDE 80% TSS REMOVAL RATE.
THE USE OF THESE FEATURES COMBINED SUPPLEMENTARY FILTERRA UNITS AND
SMALL BIOFILTERS WILL PROVIDE ADEQUATE TREATMENT TO MEET THE PROJECT
REQUIREMENTS. DURING THE PRELIMINARY STAGE OF FINAL SITE PLAN DESIGN OF
THE SWM SYSTEMS, APPROPRIATE TEST DATA WILL BE DISCUSSED AND REVIEWED
WITH COUNTY PERSONNEL.
Short Version BMP Computations For Worksheets 2 - 6
Albemarle County Water Protection Ordinance: Modified Simple Method
Plan: North Pointe Water Resources Area:
Preparer: WW Associates Date: 11- Oct -07
Project Drainage Area Designation SWM #10
L storm pollutant export in pounds, L = [P(Pj)RV12 ] [ C(A)2.72 ]
Rv mean runoff coefficient, Rv= 0.05 + 0.009(1)
Pi small storm correction factor, 0.9
1 percent imperviousness
P annual precipitation, 43" in Albemarle
A project area in acres in subject drainage area, A = 8.03
C pollutant concentration, mg /1 or ppm target phosphorus
f factor applied to RR
V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27
RR required removal , L(post) - f x L(pre)
RR removal efficiency , RR100 /L(post)
Impervious Cover Computation (values in feet & square feet)
Item
Development Area
pre - development Area post - development Area
Paved Length Width subtotal Length Width subtotal
Roadways 137,407
Driveways Length Width no.subtotal Length Width no.subtotal
and walks
0.47
school 5,431
Areas, existing impervious cover <= 20 %)
5,431
Actively -grazed pasture &Area Area
Rv(pre) i
P annual precipitation, 43" in Albemarle
yards and cultivated turf ix 0.08 = -x 0.08 =
Sidewalks 2,
Parking Lots Area 1 Area 2 Area 3 Area 4 Area 1 Area 2 Area 3 Area 4
Other Impeneous Areas Area 1 Area 2 Area 3 Area 1 Area 2 Area 3
included in paved area)
0%
11.96
Gravel areas Area 1 Area 2 subtotal
0 %!
Area 1 Area 2 subtotal
11.65 10.42 89 %! Drinking Water Watersheds
0.40
x0.70=
1 %:0.06
x0.70=
Structures Area no.subtotal Area no.subtotal
Rv(post)
full 714 18 12,852 12,852
half 357 17 6,069 6,069
0.47
school 5,431
Areas, existing impervious cover <= 20 %)
5,431
Actively -grazed pasture &Area Area
Rv(pre) i
P annual precipitation, 43" in Albemarle
yards and cultivated turf ix 0.08 = -x 0.08 =
Areas, existing impervious cover <= 20 %)
Active crop land Area ; Area
I (pre) * j Rv(pre)L(pre)
x0.25=x0.25=
RR ! Area Type
Other Impeneous Areas Area 1 Area 2 Area 3 Area 1 Area 2 Area 3
Impervious Cover 0%
11.96
47%
0.35
Ipre)
0 %!
post)
Rv(post)V
Rv mean runoff coefficient, Rv = 0.05 + 0.009(1)
includes areas within drainage area offsite
0.47 253.5
Areas, existing impervious cover <= 20 %)
1 percent imperviousness
f 1 (pre) *Rv(pre) i
P annual precipitation, 43" in Albemarle
New Development For Development Areas, existing impervious cover <= 20 %)
C f I (pre) * j Rv(pre)L(pre)L(post)RR RR ! Area Type
0.70 1.00:20 %0.23 11.34 23.30 11.96 51 Development Area
0.35 1.00 0 %!0.05 1.23 11.65 10.42 89 %! Drinking Water Watersheds
0.40 1.00 1 %:0.06 1.66 13.31 11.65 88 %: Other Rural Land
min. values
Paved Length Width subtotal Length Width subtotal
f I (pre) *Rv(pre) i
roadways
Redevelopment (For Development Areas, existing impervious cover > 20 %)
C f 1 (pre) * !Rv(pre)L(pre)L(post)RR RR Area Type
0.70 0.90 20 %'0.23 11.34 23.30 13.09 ;56% Development Area
0.35 0.85 0 %0.05 1.23 11.65 10.60 ',91% Drinking Water Watersheds
0.40 0.85 1 %,0.06 1.66 13.31 11.90 `89W Other Rural Land
Further details on offsite imperviousness
v,
3
10
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0
co
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3
c
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a
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0
6
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0
co
0
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4
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a
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0
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0
N
0.9 = impervious surface
0.4 = lawn / park
8.03 = 0.63 = "C" value for Drainage area #10
Total Area = 9.81 Acres
Offsite area within Drainage Area = 4.93 Acres
Onsite area within Drainage Area = 4.81 Acres
Onsite "C" Value
1.947 x (0.9) + 2.853 x (0.4)
4.8 = 0.60
Offsite "C" Value
1.63 x (0.9) + 0.124 x (0.9) + 1.476 x (0.4)
3.23 = 0.67
Combined "C" Value
4.80 x (0.60) + 3.23 x (0.67)
Short Version BMP Computations For Worksheets 2 - 6
Albemarle County Water Protection Ordinance: Modified Simple Method
Plan: North Pointe Water Resources Area: Development Area
Preparer: WW Associates Date: 26- Feb-09
Project Drainage Area Designation Uncontrolled Drainage Area
L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ]
489.4
Rv mean runoff coefficient, Rv = 0.05 + 0.009(1)
Pi small storm correction factor, 0.9
New Development (For Development Areas, existing impervious cover <= 20 %)
1 percent imperviousness
f 1 (pre) *Rv(pre) i
P annual precipitation, 43" in Albemarle
L(post)RR RR Area Type
A project area in acres in subject drainage area, A = 10.70
1.00 20 %;
C pollutant concentration, mg /I or ppm target phosphorus
15.11 !43.51 28.401
f factor applied to RR
0.35 1.00 0 %:
V required treatment volume in cy, 0.5" over imperv. area = A(1 )43560(0.5/12)/27
1.64 21.75:
RR required removal , L(post) - f x L(pre)
92 Drinking Water Watersheds
0.40.1.001
RR removal efficiency , RR100 /L(post)
0.06 2.21 ;24.86 !
Impervious Cover Computation (values in feet & square feet)
91 %1 Other Rural Land
min. values
Item
pre-development Area post- development
Redevelopment
Area
Paved Length Width subtotal Length Width subtotal
f I (pre) *Rv(pre) i
roadways
i
189,957
Driveways Length Width no. subtotal Length Width no. subtotal
0.90 !
and walks
0.23 15.11 43.51 !29.91 69 %+, Development Area
Sidewalksi 1 14,868
Parking Lots Area 1 Area 2 Area 3 Area 4 Area 1 Area 2 Area 3 Area 4
21.75.20.36 1
included in paved area)
0.40 0.85
Gravel areas Area 1 Area 2 subtotal Area 1 Area 2 subtotal
24.86 !
x0.70=
92% Other Rural Land
x0.70=
Structures Area no. subtotal Area no. subtotal
112,284
Actively- grazed pasture & Area Area
yards and cultivated turf x 0.08 =x 0.08 =
Active crop land Area Area
x0.25=x0.25=
Other Impervious Areas Area 1 Area 2 Area 3 Area 1 Area 2 Area 3
Impervious Cover 0 %r 68%
I(pm)I(post)
Rv(post) V includes areas within drainage area offsite
0.66 489.4
New Development (For Development Areas, existing impervious cover <= 20 %)
C f 1 (pre) *Rv(pre) i L(pre)L(post)RR RR Area Type
0.70 1.00 20 %;0.23 15.11 !43.51 28.401 65 Development Area
0.35 1.00 0 %:0.05 i 1.64 21.75:20.11 92 Drinking Water Watersheds
0.40.1.001 1 % ,0.06 2.21 ;24.86 !22.65 91 %1 Other Rural Land
min. values
Redevelopment For Development Areas, existing impervious cover > 200 /6)
C f I (pre) *Rv(pre) i L(pre)L(post)RR RR Area Type
0.70 0.90 !20%0.23 15.11 43.51 !29.91 69 %+, Development Area
0.35 0.85 0 %,0.05 !1.64 21.75.20.36 1 94 %' Drinking Water Watersheds
0.40 0.85 1%0.06 2.21 24.86 !22.98 !92% Other Rural Land
1 STOR WATER NARRATIVE MODIFIED JBS 5/02/08 VVIP0000 DESIGNED BY: PROJECT.AIMM SET REV. NO.:
2 MODIFIED TO ADDRESS COUNTY COMMENTS E4 319109 ,ti OF P CR NORTH POINTSWumENGINEERSDRAWNBY: NORTHWEST RESIDENTIAL AREA 2
SURVEYORS EDH PRELIMINARY SITE PLAN DRAWING NUMBER:
PLANNERS TITLE:
REVIEWED BY: PRELIMINARY REMOVAL RATE CALCULATIONS C -16ASSOCIATESDJMdot+ L} Po Box a119 14o2CmrnbrierPhce SHEET NUMBER:
Lywhbu% VA 245M cx.b°W KVA22901 WWA NUMBER: FILE NAME: SCALE: DATE:
2700984Phone: 434.316.6080 Pho°e:434..NO. -- s0r °NA : . suet 206095.04 609507C-C 1 6.dwg V: NI 3/10/08 16 of 16NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE _ _