HomeMy WebLinkAboutSUB200800160 Staff Report Preliminary Plat 2008-08-13AL13��r
`• ` � IRGN \P
ALBEMARLE COUNTY PLANNING
STAFF REPORT SUMMARY
Project Name: Foothill Crossing Preliminary
Subdivision (SUB 2008 - 00160)
Planning Commission Public Hearing:
August 19, 2008
Owners: Rte. 240 Holdings LLC c/o River
Bend Management Inc.
Acreage: 89.875
TMP: Tax Map 56, Parcel 95
Location: Proposed access through existing
Western Ridge Subdivision; South of Rte. 240
and railroad tracks
Staff: Gerald Gatobu, Senior Planner
Board of Supervisors Hearing:
Not applicable
Applicant: Rte. 240 Holdings LLC c/o River
Bend Management Inc.
Rezone from: Not applicable
Special Use Permit for: Not applicable
By -right use: R -1 — Single- family residential
uses
I Magisterial District: Rivanna I Proffers /Conditions: No
Requested # of Dwelling Lots: 75
Proposal: Applicant proposes subdivision
served by Public Streets. The current plan
requires review of open space
appropriateness.
Character of Property: This property is
partially wooded with some open fields.
Portions of the property are fairly steep,
particularly around two streams — one within
the property, and one generally along the
southern property line. No existing structures
are on the site.
DA — Yes RA —
Comp. Plan Designation: The
Comprehensive Plan designates this property
as part of the Crozet Community, including
Urban Center (CT -5), Urban General (CT -4),
Urban Edge (CT -3), and Development Area
Preserve (CT -1).
Use of Surrounding Properties: Near
residential subdivisions, including Western
Ridge, Stonegate, and Westhall. Portions of
this property are adjacent to the former
ConAgra facility and the Wilson Jones /Acme
Visible Records site. Some adjacent
properties are agricultural or undeveloped.
I Factors Favorable: (see report) I Factors Unfavorable: (see report)
RECOMMENDATION:
Zoning Ordinance Actions:
1. Section 4.7 — approval of Open space (recommendation, approval with condition)
Other Actions (Subdivision Ordinance):
2. Section 14 -220 — Approval of the preliminary subdivision plat (recommendation, approval
with conditions
STAFF PERSON: Gerald Gatobu
PLANNING COMMISSION: August 19, 2008
AGENDA TITLE: SUB 2008 -160 — Foothill Crossing Preliminary Subdivision Plat
APPLICANT: Rte. 240 Holdings LLC c/o River Bend Management Inc
PROPERTY OWNERN: Rte. 240 Holdings LLC c/o River Bend Management Inc.
APPLICANT'S PROPOSAL:
Request for preliminary plat approval to create 75 lots served by proposed internal public roads on
89.875 acres. The property is zoned R1, Residential. The property, described as Tax Map 56, Parcel 95,
is located in the Whitehall Magisterial District south of Route 240 and the railroad and west of the
Western Ridge Subdivision.
COMPREHENSIVE PLAN:
The Comprehensive Plan designates this property as part of the Crozet Community, including Urban
Center (CT -5), Urban General (CT -4), Urban Edge (CT -3), and Development Area Preserve (CT -1).
REASON FOR PLANNING COMMISSION REVIEW: This proposal is a by -right subdivision, and
so would typically be reviewed and approved administratively. However, the subdivision has been
called up by a member of the Public (Attachment C). In addition, the Commission must review the
appropriateness of the proposed open space.
PLANNING AND ZONING HISTORY:
ZMA 2002 -055: Request to rezone to NMD, Neighborhood Model Development to allow a large
residential and retail development. This request was withdrawn.
SUB 2006 -315 Foothill Crossing preliminary site plan was unanimously approved with conditions by
the planning commission on December 5`h 2006.
DISCUSSION:
The Planning Commission will need to make a finding on the appropriateness of the proposed Open
Space. In addition, the Commission must review the preliminary plat to determine if it can be approved.
1. OPEN SPACE
The applicant is utilizing the R -1 bonus density cluster option. The bonus and cluster provisions utilized
will not be used to increase the number of lots in the proposed subdivision. The provisions, (bonus and
clustering) will be used to give flexibility in lot size and lot frontage with the addition of open space.
This development proposes 25.9 % open space and a 5% environmental density bonus factor. 25% Open
space is required to achieve the R -1 bonus density cluster option proposed by the applicant. By
including at least 25% or more of the total land area in open space, the applicant is able to cluster the
lots and reduce the minimum lot size to 30,000 square feet. A five (5) percent environmental density
bonus factor achieved by the inclusion of street trees allows the applicant to:
• Reduce the minimum lot size to 20,000 square feet
• Reduce minimum lot frontage along private or public roads to 80 feet.
• Maximum structure height is reduced to 30 feet.
All open space must be authorized by the Planning Commission. Section 4.7 of the Zoning Ordinance
below requires that appropriateness of open space be assessed as follows:
4.7 1 OPEN SPACE, INTENT
Open space provisions are intended to encourage development approaches reflective of the guidelines of
the comprehensive plan by permitting flexibility in design. More specifically, open space is intended to
serve such varied comprehensive plan objectives as:
- Provision of active /passive recreation;
- Protection of areas sensitive to development;
- Buffering between dissimilar uses; and
- Preservation of agricultural activity.
To this end, in any rezoning, subdivision plat, or site development plan proposing inclusion of
open space areas, the commission shall consider the appropriateness of such areas for the intended
usage in terms of such factors as location, size, size, shape and topographic characteristics.
(1) Paths are proposed through each section of open space and linking the sections together. These
paths are generally in the same locations as those shown on the Crozet Master Plan.
(2) The applicant's open space plan identifies many areas of critical slopes as part of the proposed
open space area.
(3) The areas of open space along Lickinghole Creek may serve as a buffer between this
development and others
(4) This proposal does not preserve agricultural activity. This will be an urban open space system.
(5) The location of the open space is appropriate in that it provides protection of critical slopes,
stream buffers, floodplain, and drainage areas.
(6) The proposal includes approximately 25.9 percent of the property.
(7) The shape of the open space does not appear to pose any detriment to the development. Open
spaces are connected to each other and have points of access to the proposed public streets.
(8) The bulk of the proposed Open Space is critical slopes areas or stream buffers. Much of the
preserved area would not be considered buildable without additional waivers.
4.7.2 USES PERMITTED IN OPEN SPACE
Unless otherwise permitted by the commission in a particular case, open space shall be maintained in a
natural state and shall not be developed with any man -made feature. Where deemed appropriate by the
commission, open space may be used for one or more of the following uses subject to the regulations of
the zoning district in which the development is located:
- Agriculture, forestry and fisheries including appropriate structures;
-Game preserve, wildlife sanctuaries and the like;
- Noncommercial recreational structures and uses;
- Public utilities;
-Wells and septic systems for emergency use only (reference 4.1. 7) (Amended 6- 31 -81)
- Stormwater detention and flood control devices.
There are proposed easements for public water and sewer lines located in the proposed open space, as
well as a proposed greenway trails recommended in the Crozet Master Plan.
4.7 3 OPEN SPACE, DESIGN REQUIREMENTS (Amended I1- 15 -89)
4.7.3.1 In addition to provisions of section 4.7.1 and section 4.7.2, in reviewing development proposing
incorporation of open space, the commission may require inclusion in such open space of-
(Amended 11- 15 -89)
- areas deemed inappropriate for or prohibited to development such as but not limited to: land in the
one hundred year flood plain and significant drainage swales; land in slopes of twenty -five (25) percent
or greater; major public utility easements; stormwater detention and flood control devices; lands
having permanent or seasonally high water table; (Amended 11- 15 -89)
- areas to satisfy provisions of section 4.16 Recreation Regulations; (Added 11- 15 -89)
- areas to provide reasonable buffering between dissimilar uses within such development and between
such development and adjoining properties. (Added I1- 15 -89)
Double Frontage Lots are defined by the Subdivision Ordinance (Sec. 14 -106) as "an interior lot having
frontage on two streets or frontage on one street and less than twenty (20) feet of common area between
the rear of the lot and the second street, and having a depth of less than three hundred fifty (350) feet ".
Many lots along Road A and Road B are shallower than 350 feet, and would be considered double
frontage lots if not for the provision of a 20 -foot strip of open space along the Connector Road. The
Zoning Ordinance (Sec. 32.7.9.8) requires that the rear of double frontage lots must be screened where
deemed appropriate. In this case, as the Connector Road is anticipated to eventually carry a relatively
high volume of traffic, screening is appropriate. Thus, for the 20 -foot strips along the Connector Road,
staff recommends provision of screening trees. With this condition, the open space will serve to provide
a buffer between dissimilar uses (Roads and lots)
4.7.3.2 The commission may require redesign of such proposed development to accommodate open
space areas as may be required under this provision; provided that, in no case, shall such redesign
result in reduction of the total number of proposed dwellings unit otherwise realizable under this
ordinance for conventional development. (Added 11- 15 -89)
(1) The majority of the floodplain area on this property is preserved in open space, rather than on
individual lots.
(2) Large areas of critical slopes are shown in the proposed open space.
(3) Sewer, water, and greenway easements are proposed through portions of the open space.
(4) Two stormwater management facilities are proposed in open space.
(5) The soils located in the open space are shown to support seasonally high water tables as defined
in Table 39D Soil and Water Features of the United States Department of Agriculture Soil
Conservation Service, Soil Survey of Albemarle County, Virginia, August, 1985.
(6) Recreational areas are not required. However, proposed greenway trails will provide some
potential for recreation in the open spaces.
(7) Some of the open space provides a reasonable buffer with lots that are not currently developed or
are in agricultural use on the opposite side of the "unnamed perennial stream ".
4.7.4 OWNERSHIP OF OPEN SPACE
Open space in private ownership shall be protected by legal arrangements sufficient to ensure its
maintenance and preservation for purposes for which it is intended. Such arrangements shall be subject
to commission approval as a part of the site development plan and /or subdivision plat approval process.
Open space may be dedicated to public use subject to approval and acceptance by separate resolution of
the board of supervisors. Open space so dedicated shall be counted as a part of the minimum required
open space.
All of the open space shown on the plat is proposed to be in private ownership, and will be maintained
by a homeowners association.
Neighborhood Model design recommendations would suggest open space areas be more of an amenity,
focal point, or other feature. While this design does not specifically accomplish that, it will provide a
proposed path network with connections to adjacent subdivisions and preservation of many critical
resources, such as stream buffers, flood plain, and critical slopes, which may otherwise be in more
jeopardy if left on individual lots.
Staff recommends that the Commission find the proposed open space appropriate for the proposed
development, with the following condition:
• Screening shall be provided within the Open Space area between the Connector Road and any
lots backing on the Connector Road that are shallower than 350 feet.
2. REVIEW OF THE PRELIMINARY SUBDIVISION PLAT
This application has been requested for review by a member of the Public (Attachment C)
STAFF COMMENT:
This project has been reviewed by the Site Review Committee and meets all requirements for
approval of a preliminary plat.
As mentioned above, the applicant is utilizing the R -1 bonus density cluster option. The bonus and
cluster provisions utilized will not be used to increase the number of lots in the proposed subdivision.
The provisions, (bonus and clustering) will be used to give flexibility in lot size and lot frontage with the
addition of open space. The applicant will preserve more than 25% of the property in open space and
apply a bonus factor (environmental standard) by the inclusion of street trees for a 5% density bonus.
Frontage for all lots will be reduced to eighty (80) feet. The proposed density of the project is 0.83
dwelling units per acre. It should be noted that the Crozet Master Plan envisions a much higher density
in many areas of this property. There is potential that the property may be developed at a higher density
if it is rezoned. However, the current proposal meets the requirements in the Zoning and Subdivision
Ordinances for development in the R -1 zoning districts.
RECOMMENDATION:
Staff finds that this request is generally consistent with the criteria presented in the Subdivision and
Zoning Ordinance. If the open space approval, as presented above, is granted, the current layout meets
the requirements of the Ordinance. Staff recommends approval of the preliminary subdivision plat
subject to the following conditions:
❑ 1. The engineering review for current development needs to review and approve all applicable
items as specified in the Design Standards Manual, section 903, before recommending tentative
approval to the final subdivision plat.
❑ 2. Screening in accord with Section 32.7.9.8 shall be provided within the Open Space area
between the Connector Road and any lots backing on the Connector Road that are shallower
than 350 feet.
❑ 3. Albemarle County Service Authority approval to include construction drawings for water
service infrastructure, meters, easements.
❑ 4. A conservation plan checklist must be completed and incorporated into the site plan with notes
to show how any individual trees and groups of trees designated to remain will be protected
during the construction of this project. The location of any tree protection fencing that coincides
with the limits of clearing and other methods of protection from the checklist must be shown on
the plan for clear identification during field inspections.
❑ 5. The applicant will have to submit road names for all roads to this office before final plat is
approved. Please contact this office for road name approval.
❑ 6. Fire and Rescue Department approval is subject to field inspection and verification.
❑ 7. All accesses and roadways shall be designed in accordance with the current Subdivision Street
Standards, The Minimum Standards for Entrances to State Highways and the Road Design
Manual for the Virginia Department of Transportation.
ATTACHMENTS:
A. Preliminary Plat
B. Location/Detail Maps
C. Memo Requesting Review by Planning Commission
NOTES TO APPEAR ON FINAL PLAT
1 THE DEVELOPER RESERVES A )0' UTILITY AID /OR DRAINAGE EASEMENT
ALONG ALL LOT LINES.
2. THE OEVEL OPER RESERVES ALL THOSE MATER AND SEWER EASEMENTS
rHAT MILL BE REOUJWO BY A. C. S. A. IN ORDER TO ASSUME THE
MAIN FENAN.CE RESPONSIBILITY FOR THESE UTILITIES. THESE
EASEMENTS PILL BE CENTERED ON THE FACILITIES MEN
CONSTRUCTED. APPROXIMATE SANITARY SENFR EASEMENT LOCATIONS
ARE SHOW HEREON.
3. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS PILL
BE NECESSARY TO PROPERLY MA INrAIN ALL AOA05 TWENTY FOOT
EASEMENTS ARE TO BE CENTERED ON ALL ORAJWGE CtA VERTS AND
ALL DRAINAGE DITCHES WHICH LEAVE THE ROADWAY. SLOE
EASEMENTS SHALL TERWMINA rE AT NATURAL MATER COIRSES.
1. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE
5. OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR HATER SANITARY
AND STORM SEWER WERE APPLICABLE. BUY NOT TO THE EXCLUSION
OF OTHER USES.
6. OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE FOOTHILL CROSSING
HOMEOWNERS ASSOCIATION.
7 AV FURTHER DIVISION WITHOUT PLANNING COMMISSION APPROVAL,
8. ONLY ONE DWELLING UNIT PER LOT.
9 ALL LOTS SHALL BE SERVED BY PUBLIC WATER SEWR AND ELECTRICITY.
10 ABJECT PROPERTY APPEARS TO LIE IN FL000 INSURANCE RATE MAP ZUE
X (AREAS OETEA.INEO TO BE OUTSIDE THE 0 22 ANNUAL CHANCE FLOOOPLAIM)
AS SNOW ON COMMENITY PANEL NVBRS U 510006 0229 .
D 510006 0235 O AND
51 0006 0247 O EFFECTIVE DATE: F EBRAR Y 4 70
11. THE STREAM BUFFER SHDw HEREON SHALL BE MANAGED IN ACCORDANCE
WITH THE ALBEMARLE COUNTY MATER PROTECTION ORDINANCE.
12. PATH RIDGE DRIVE HAY EVENTUALLY BE EXTENDED AND BECOME A THROUGH
STREET. ROAD E MAY EVENTUALLY CONNECT TO THE FUTURE Rf, 2401250
CONECrOR ROAD AND BECOME A THOUGH STREET.
13. EACH LOT SHOW HEREON CONTAINS A 9VIL01 -C SITE w[CH MEETS THE
REOUIREMENTS OF SECTION 4.2.2.2
ALBEMARLE COUNTY ENGINEERING
GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS
1 Prior to any Construction .Itnln any existing DuDllc 1an[ -Ol -ray.
including CannQtt Ian t0 am CA 15[ing fODO, a Defmlt Shall DQ OOta Into
from tit Ylrq In la DID Itnent 01 it an.Dgr [a[NOn 1.11 Tn l! Dlan a5
tlra.n may n0[ ac CUrate lr ref left tn! red -Ire_ tS Of Lh! plrml t. We, if
any alscrepanUes occur tree reoulrements of the Permit shall govern.
2 I II l�spectlon of ell proposed roans n th m tnt ae•elop.ent
.111 De "at Dy [ne County. He Contractor "'s' notJly the DeOar tment
of Engineering 1296 -58611 AS hours Nn advance of the start oN
construction.
3. all materials and Construction -MOOS shall conform to Current
111C,ll tl%S ana st.naaras 01 V.T All ucaratlon for Derg.,und
Ml lost al sat Ion must cOmplr .Ito .9 . StanO&,as for t.e Can s traction
Industry (29 CFA Part 1926) .
A Erosion ana siltation control measures shall De prop aeo In accoroaner
.Ito the approved giros Ion control Dlan an a must De Ins tai led prior t0
any clearing, grad mq or other construction.
5. Won Comp l,,,a, 01 line gracing sno Preparation of ene roaabed su09rade,
the Con[r.Ctor snail nave CBR tests Der f ormed on the su.grade sol1.
Torte t3) COD,eS of in! test results shall De fu0.lttfd to the Cduntr
If a suD9raoe soil CBR of f0 or greete;.!g
s not ob tamable. a r....a
Pa•e.tnt ora lyh nail be -aa br tnt on eag sneer ana s.b.Iteed Wien
the lest resul is for approval.
6. All slopes sno aasturbea areas are to be fern I ueD. seeded ana .ulcned.
me mac lA4m al lowab It Slope Is 2 1 Ivor lzont a l: ver ticeil. Nnert
reasonably obtelnoD le. lesser slopes of c 1 or Det ter ere to De
acnfered.
7. Surface Drainage no pipe discharge w3[ be retalneD nth In the DUD LC
r,gnt -ol -Way or Within tISewe tS Orlor to a[Cep tame by VGOT. All Drainage
out fall e...mtn" are to De Nl,noea to a DounOary line or a natural
.at,rc,,rse. Tn! contract., shall field verify the length Of all star•
or lnage PIDe.
8. Guardrail local loos are appr01 !male. EAact Itngl.h. location sno
adpr00r late ens tree [men t3 .111 be f1e 10 determl Ned At enif [,m! 01
construction. Additional guararall may De reaulrea at locations not
shorn .hen, in the OP In Jon of MOOT. the Director of Engineering. or the
Omec tar -s designee. I[ lS deli necessary. When quaroralI Is
requlrea. It shall De Inatallltl lour (11 feet .113!1 Irani the edge of
payment to the lace of puarc1rail. and road Wr snoulaer .lotus fnall De
Increased to seven (7) +eat.
9. Where urban cross sections are installed. all residential arlre.ay
entrances snall tontorm to VOO7 CG- 9(A.a or C) .
To Hurt rural cross Se c"On s are Installed, all residential onrewy
en lrenc es Snail COnf Or• to vOOT Stenaaro PE•1-
11. Pave., rID-rao or staD111Lat,On mat 1 mtd dltCh may Dt lOUlred t0
$tab,li:e a ora lnage channel rl[n, In the DOlnlon of vODi. the 0, rector
of Enq l near lnq, Dr the Director s Designee. It Is eeemea necessary.
12. ♦ minimum clear tone of ten 170) floe's In t edge a Dave•.ent snail De
Mln[alnfa On all rtS lOfntlal fu"ivlS 1pn St,tf[S. AOdIt lOnal [liar
zone may De required otoendlnq on the Category of road Design,
13 Comol lance with the minimum Davenent Width, snoulaer .loth ana Ditch
sections, as sno.n On [If IyDICaI parlment afC"a Petal 1, shall be
Str ICI ly adhered t0. The Cr O33 SI.O. Shall be maintained as 3hD,wi on
the Plans. Exceptions Wi11 not De allowed.
11. All required SIgn3 la[OP, street name, speed 11•It 31gn,, etc.) are to
0e furnisnra ana Ina[ all l0 Dy the dtve l00 r prior t0 acceptance Signs
and their installation Shall conlor• to the Albemarle County Road
Nam ,ng and PrODe,er Number lnq Oro lnentt ana Manuel- and [netnull for
1 r• Tr 11 n r in n I n r n
C dire ODlr SIa O! reSDOnS1D ! Or bintenanCe 0 the
signs un[1 the roaOl nave De.1 8CCePtea into the state Secondary road
System. The soeea limits to De posted On sacra IImI, Signs are t. be
peter. mea Dr VDOT Prior to eCCeD[ence. Tne speed limit 15 to De Dostea
5 man De ID. the design soeea.
15 Road plan approval i! SuD Sect [. Ilnal SODdly is Ion plat vallaation.
SnO.ID the IinAl olat far this Dr0)fct t+p m! pr 10r to SIDn Ind and
recordation, tnen approval of these Plans Shall De null and cola
16 tralflc control o, ocher regulatory signs or Oil - saes shell 0e
Installed br [Wit acre loner .,hen. In tot OD1n10n of the DlffCtOr OI
Engineering, or [ne O re c tar -S fees lgnee, they ere Deemed necessary in
oraer to Dro.10 sale and convenient access.
17 use vOOT Standard CO., or CO -2 uncerora m5 under the Suma" matt, lei at
all cut and rill trans, t ions and grade sag Points.
18 For ell TOPE storm bra m pipe ln,,:Ileo a3 part of the o,a,,,ge sV,le,
tar d DuDl It Street [hat Is DroD.sra t0 De aCCeD[td Into t.e Statt n101.dy
s IStem: 1) A video camera Inspection ,3 re0uire0 for all star: Serer3 end
Ior culverts that are Deemed maCCtSslble to VOOT InSOeCtlOrS. Tne r10:O
camera In3DlC[lan shall be made .I N a VOOT or County In, *:ct,r Dregul
21 The contractor and a representative Iron ant Pl" man. f ac[urer should
Iola an 0n-Sita Dr!- cans[ ruct lOn AM!!t m0 for Installation tea m mq. Tne
Plot manUf ac t.rer re ores A nt Atlre should soena a minimum of 1- Yours on
the HOD site During the Initial Installation.
FOOTHILL CROSSING
PRELIMINARY SUBDIVISION PLAT
AREA SUMMARY
ORIGIMM. rMP 56 -95
3 914. 915 S.M.
89.875 Ac.
100.02
AREA IN LOTS (75 TOTAL)
2.367.353 s.l,
54.3-6 Ac,
60.0
AREA IN R/W
441.405 e.1,
10.134 AC.
11.3%
AREA IN OPEN SPACE
L 012, 940 s.1.
23.754 AC.
25.9%
At AESIOX FMP 56 -95
93 746 3.1.
2.141 Ac.
2.4
TOTALS
3 914 915 S.I.
89.875 Ac.
100.0%
AA THE DEVELOPER RESERVES THE RIGHT TO REVISE THE LOCATION OF fit
WSERVEO R/W PER FIMAL ROAD DESIGN. THIS REVISION MILL CHANGE THE
AREAS OF IHE OPEN SPACE, " AND AESIO,E. Bur NOT TO NE EXIENT
THAT THE OPEN SPACE WILL FALL BELOW RE M(NRAN REQUIRED 251.
STREAM BUFFER MITIGATION NOTE:
AS A CONDITION OF FINAL APPROVAL. THE APPLICANT SHALL PROVIDE,
WITH THE GUIDANCE OF AND TO THE SATISFACTION OF ThE ALBEMARLE
COUNTY NATURAL RESOURCES MANAGER, ON -SITE STREAM BUFFER
MITIGATION IN THE FORM OF PLANTINGS.
1
1
5"
� a YLLR
TYPICAL SECTION
CONNECTOR ROAD
PARK RIDGE DRIVE
& ROAD 'E'
It
60' 1 R/W
ME " FC r0 FC 1
• BIKE 1
LANE
5'
16 PAr, 16" PBNT.
5 A ' 3 1 13' 13- 3" STRIP YILR
Kdr
Sr0 5706
(y_6 CG-6
N THE COWECIOR Road PON A106E load AID Road E' NICE AEC BE 36' WIDE
FACE a CusB 10 FACE CURB. HOWEVER C HOWEVER 810 CAME NWXIA65 MILL 66
INCLUDED My OM it COMEC1pa Road.
TYPICAL SECTION
ROADS'A','B','C','D' &'F'
i
3
1
JUSTIFICATION FOR PROPOSED OPEN SPACE:
25.9% OR 23.254 ACRES OF THIS PROJECT SMALL BE SET ASIDE
AS -OPEN SPACE- FOR THE PURPOSES OF BUFFERING THE STREAMS,
CREATING A VISUAL SCREEN BETWEEN THE EXISTING DEVELOPMENTS
OF NESTERN RIDGE AND WEST HALL AS WELL AS UNDEVELOPED
:7ESIOENT IALLY ZONED PARCELS 53. 57. 578. 95A AND 958. ALSO
AN AREA OF APPROXIMATELY 6.5 ACRES IS RESERVED WITHIN THE
OPEN SPACE FOR THE GREENWAY TRAIL WHICH SHALL BE DEDICATED
BY THE OWNER OR ITS SUCCESSORS TO ALBEMARLE COUNTY UPON
REOUEST BY THE COUNTY IF AT SUCH TIME THE COUNTY COMMITS
TO ESTABLISHING THE AREA AS A PUBLIC AREA PARK OR PATHWAY
AND ASSUMES RESPONSIBILITY FOR MAINTENANCE THEREOF. THIS
l7F-OI CATION SHALL BE SUBJECT TO THE RIGHT OF USE FOR PEDESTRIAN
TRAILS BY RESIDENTS LIVING ON THE PROPERTY AND SUBJECT TO THE
RIGHT BY THE OWNER OR ITS SUCCESSORS TO CROSS THE GREENBELT
FOR VEHICULAR ACCESS AND LI DERGRO[NO UTILITIES AND EASEMENTS.
WATER QUALITY NOTE
THIS SITE DRAINS INTO THE LICKIPOC41OLE REGIONAL BASIN AND
WILL BE REOUIREO TO PAY A PRO -RATA SHARE CONTRIBUTION
'"NDER SECTION 17-316 OF THE AL B£MARLE COUNTY WATER
PROTECTION ORDINANCE THIS CONTRIBUTION WILL SATISFY
THE MATER DUALITY REDUIREMENTS OF THE WATER PROTECTION
ORDINANCE. CONCEPTUAL STORM WATER DETENTION MEASURES
A,-E SHOWN HEREON.
2EQUIRED AREA AND DENSITY
THIS 15 AN R -1 CLUSTERED DEVELOPMENT PLAN USING BONUS LEVEL DENSITY,
!HE FOLLOWING BORIS FACTORS ARE BEING UTILIZED:
ENVIRONMENTAL STANDARDS
INCLUSION OF STREET TREES (5X BONUS FACTOR)
039 Oda _ _ DA1
REOUIREO
8563 I
i
GROSS DENSITY R -1
1.45 O.0 - /AC.
0 8 O.U. /AC.
CLUSTER DEVELOPMENT
(MAXIMUM)
6487 �` 6BG
•.,,(�
KITH BONUS OPTIONS
SOURCE OF TITLE ;
t' FAD
690
V�K� ': did ..fi 6C E P... � 68' $u6Bfl 6611 68H
MINIMUM LOT SIZE
20.000 S.f.
ALL LOTS ARE LARGER
SOUTH FORK RIVANNA
BE 6iA - 14A J3 i2 ul
3
OPEN SPACE
25%
T4 ,
Cd
MINIMA FRONTAGE
80'
PAW6IDE %
r 92:
MINERAL, VIRGINIA 23117
THAN 80 OF FRONTAGE
U S. G. S.
MAXIMUM STRUCTURE
F 7HU C ROSEI?4d
HEIGHT:
NOT TO EXCEED 35'
y 66 95 ( -
3Y�
FRONT - 25-
SIDE 15
REAR - 20'
��{y��� �•G.t 95B C
w PO r
31, CORY
!act J FAM 4 9 ` -100F
FC2 0 � U
SA
17A
.
16A a26Ed tt0 104 t.t
E1 � 4R1 I66B� ]t D. � 10 io
726 � W1O9 � 110A ' 111 tt18 112 0
ur
�Or
si-At
-
tsE 3A] ttaea >•
i9F tBD 5&113 1146
25 tta
19 19L
7142
-1982 h 36 -20 5625L ,J
0 1 72
Y 056
yam.... Mm�bmwsm Albemarle Count Tax Map:
oi3
DEVELOPMENT STANDARDS
DEDICATION OF LAND TO PUBLIC USE (GREENWAY TRAIL -6 5 ACRES) (15X MAX BONUS FACTOR)
INTERNAL PUBLIC ROAD WITH ONE POINT OF ACCESS TO STATE HIGHWAY. (10X BONUS FACTOR)
RESULTING DENSITY AND AREA REOUIREMENTS ARE AS SHOWN BELOW,
M
1 i
PAVEMENT SPECIFICATIONS
PARK RIDGE DRIVE, CONNECTOR ROAD & ROAD'E'
30 W.P.H. DESIGN SPEED
8- AGGREGATE BASE NATEAIAL. Type 1, Sue 21A
2- SH -9.5 SURFACE WITH PRIME COAT
ROADS 'A', W,'C','D' &'F'
20 K.P.H. DESIGN SPEED
6- AGGREGATE BASE MATERIAL, Trae I. Site 214
2- SM -9.5 SURFACE WITH PRIME COAT
CONCRETE SIDEWALK
cocr¢Ir N nnA i.
A- AGGREGATE BASE MATERIAL.
Type 1, S,te 21A
4- CONCRETE
LEGEND
SETBACK LINE
- •••. -•• 100 STREAM BUFFER
IS WATERLINE
SINGLE WATER NE TER i
10'A 20 EASEMENT
.,� M
DOUBLE WATER METER
L G UBL 20' R EASEMENT
f FIRE HYDRANT ASSEMBLY
SANITARY SEWER. LATERAL
LINE AHD 20' EASEMENT
k
STOAN LIME G 20
DRAI "
r NAGE EASENEWT
V.0 0 1. STANDARD CG -98
ENTRANCE 12- WIDE 0
BACK OF WALK
V.D. O. T. STANDARD CG -6
6 RANT STRIP G
5 CONC. 5I OEWALK
Ex. DIRT ROAD/PATH
50 GREENWAY TRAIL
-� OPEN SPACE
SLOPES OF 25% OR GREATER
vicnNrrx MAP
SITE DATA
REOUIREO
PROVIDED
GROSS DENSITY R -1
1.45 O.0 - /AC.
0 8 O.U. /AC.
CLUSTER DEVELOPMENT
(MAXIMUM)
LEGAL DESCRIPTION
KITH BONUS OPTIONS
SOURCE OF TITLE ;
0.8. 2347 D. 078
MINIMUM LOT SIZE
20.000 S.f.
ALL LOTS ARE LARGER
SOUTH FORK RIVANNA
THAN 20.000 5. 1.
OPEN SPACE
25%
25.9X
MINIMA FRONTAGE
80'
ALL LOTS HAVE MORE
MINERAL, VIRGINIA 23117
THAN 80 OF FRONTAGE
M
1 i
PAVEMENT SPECIFICATIONS
PARK RIDGE DRIVE, CONNECTOR ROAD & ROAD'E'
30 W.P.H. DESIGN SPEED
8- AGGREGATE BASE NATEAIAL. Type 1, Sue 21A
2- SH -9.5 SURFACE WITH PRIME COAT
ROADS 'A', W,'C','D' &'F'
20 K.P.H. DESIGN SPEED
6- AGGREGATE BASE MATERIAL, Trae I. Site 214
2- SM -9.5 SURFACE WITH PRIME COAT
CONCRETE SIDEWALK
cocr¢Ir N nnA i.
A- AGGREGATE BASE MATERIAL.
Type 1, S,te 21A
4- CONCRETE
LEGEND
SETBACK LINE
- •••. -•• 100 STREAM BUFFER
IS WATERLINE
SINGLE WATER NE TER i
10'A 20 EASEMENT
.,� M
DOUBLE WATER METER
L G UBL 20' R EASEMENT
f FIRE HYDRANT ASSEMBLY
SANITARY SEWER. LATERAL
LINE AHD 20' EASEMENT
k
STOAN LIME G 20
DRAI "
r NAGE EASENEWT
V.0 0 1. STANDARD CG -98
ENTRANCE 12- WIDE 0
BACK OF WALK
V.D. O. T. STANDARD CG -6
6 RANT STRIP G
5 CONC. 5I OEWALK
Ex. DIRT ROAD/PATH
50 GREENWAY TRAIL
-� OPEN SPACE
SLOPES OF 25% OR GREATER
vicnNrrx MAP
SITE DATA
OWNER
MX/rE 240 HOLDINGS LLC
C/o RIVER BEAD MANAGEMENT INC.
P 0 BOX 520
CROZET, VIRGINIA 22932
LEGAL DESCRIPTION
TAX MAP 56. PARCEL 95
SOURCE OF TITLE ;
0.8. 2347 D. 078
MAGISTERIAL DISTRICT:
WHITE HALL
DRAINAGE DISTRICT:
SOUTH FORK RIVANNA
RESERVOIR WATERSHED
ZONING DISTRICT:
A -1
SOLAXE OF TOPOGRAPHVY
SURVEYS INC
LOUISA AERIAL UR
P 0 BOX 430
MINERAL, VIRGINIA 23117
SOLSICE OF OA TUN
U S. G. S.
MAXIMUM STRUCTURE
HEIGHT:
NOT TO EXCEED 35'
SETBACK WOUIREMENTS
FRONT - 25-
SIDE 15
REAR - 20'
75 LOTS ARE BEING CREATED WITH THIS DIVISION
THIS PROPERTY DOES NOT LIE IN AN AGRICLX TURAL AND /OUR
FORESTAL DISTRICT,
SHEET INDEX
SHEET 1 / )0 - COVER SHEET
SHEET 2 / 10 - 120 SCALE OVERVIEW
SHEET 3A / 10 - LAYOUT PLAN
SHEET 38 / 10 - GRADING & UTILITY PLAN
SHEET 4A / 10 - LAYOUT PLAN
SHEET 4B / 10 - GRADING & UTILITY PLAN
SHEET 5A/ 10 - LAYOUT PLAN
SHEET 513/10 - GRADING & UTILITY PLAN
SHEET 6A / 10 - LAYOUT PLAN
SHEET 6B /10 - GRADING &
PLAT WODTHILL-PREUW PHASED JUNE. -1 Att
z 10
l -o (L U
UI N �
Q
�2 �
Q K7
U a ? Q 0 ¢ W U ¢U
Q 2 O >O
CIO
QI 2 2� ma
�¢ C3
CC � >
Cn W? W 3
0> �o
W 2R On
/�f W aW iv
Q Cy mW
OW ®o
a
REVISIONS
NOV. 13, 2006
PER COUVTr vDOT
A. COMfEN rG
JUNE 23, 2008
PHASING LINES
RN -A CASING
JULY 23, 2008
COIMTY COMENTS
DATE
Oa 9, 2006
g
o_
() Z
z i
fn W ¢
a: M
L) o
W
O? 0
LL
J
W
X
iL
FILE NUMBER
6'234
ment A
pp
01 R.
Pi
40V L 596
WACE
/
Lc
NOV. 13,2006
el-
/
XENFI ON ONO
av go
GIN w
BEDEO ATEO IN, RAW 1'r
AVOE
\\
T 45
Pk75A CASING
JULY 23,2008
ali
eo
DATE
OM 9. 2006
If
SCALE
2 FEET
He
IL
CD oz
0
IL
11'�56-_ZFA MAIL
-V FILE NUMBER
SIT
4 SCM 1. FEET
FA
f2110 �j
IELI93 �ASEO _JVNWEO8 CotS ad essed ro E
�
AWMIL LPCA_T [ON FINAL
Pk75A CASING
JULY 23,2008
ali
eo
DATE
OM 9. 2006
If
SCALE
2 FEET
He
IL
CD oz
0
IL
11'�56-_ZFA MAIL
-V FILE NUMBER
SIT
4 SCM 1. FEET
FA
f2110 �j
IELI93 �ASEO _JVNWEO8 CotS ad essed ro E
<,
V
cc q
oo.
w
CEN ?Ea IAf
SCALE ,- • 50
w z5 0 54 fao
• e
0. 'c
scw.E IN FEET
• �'
U Q Q UA S d
2
o °ULy Z
a2
\
7
•••
1
\...
/
L w
Ua �o
r1P 'JWd -1.61
R UTE LLC
O10
• "� .. •��-__
PC 66,40. �•••�/'�•�•• 100' STREAM BUFFER
•�...�•.
...�...\•
°��..•��•.. _:
� J
0.8 2012
2 P.352
Zow, LI
ZO
pUN
rr►►�� W OQ S
1
no >s -91
Q y 0
1
WI0 ON JONES PCOMPANY
O. B. 596
MLI
1.iy co W T
W Lu
ZONE. Ll
1
o
¢ ON Fig
\
^\
rZ
W aW
0rZ
Lu
'03 -6 PHASE
III
-
PHASE II
16
W x
109-
170
9I' +23'.]0,'
N"
103"
103
107" 103" 103"
1 106"
RtEWSIONS
I
I I
I I Twa. -i `'
J
I I
I
NOV. 13, 2008
I I
I rEMM�iANr R.26
I G+W+O/ult
I I
I I
PER COLNIY. VOOT
6 A.C. 5 COMMENTS
rin36-51
ROUTE 240 HOLDINGS LLC
0.8 2560 0. 432
I I
I
I TEMP CONS? UTILITY
I[rtI✓F�A-FAD E9?r. :
I cOFOR FU1 /IOW
rErp01MR1'
Or1�L1iiEar -
PHA
�
I I I
I
I I
=I
I I
I I
JUNE 23.' 6
PHASIrG LINES
PWSA CASING
ZONE: R6 . 3
/
I
I I E+rEAE loN
:: �r
I
I I
JULY 23.2008
I
I
I
I
COUNTY COMMENTS
o
LOT 50
/ 31372 s. f.
0.720 Ac.
I
I 30387 51f.
I I 0.698 Ac.
d
I LOT 62
I �' I 33273 S. f. I
0 764 Ac.
4 ..�
y
LOT 56 I
31079 s. t.
I
I
I
! �
076
31071 s f
I I
LOT 67 I I LOT 56
LOT 56 T
31073 s. f. 31070 s. 1. 31067 s.f
I I
LOT 59 LOT 60
31360 S. 1. 31356 s.f-
/
I
I I I
f 6{
0.713 Ac.
Di I
0.713 Ac
0. 713 A[. 0. 713 Ac. I I 0.713 AC I
0. 720 AC. I 0 720 Ac.
I
I
I p9O9
I
I
I I l
s PHASE III
°PE
SPACE g
1
TEMP.
5590 S. f
OPE N
I
MME
$ FUT
GE
PARr RDx 6
ORIVE
I
0.128 AC
SPACE
1 S500 /
o
I I
I PHASE II
I I
OCT. s, 2 008
I
e
1 I
TEMP. C.D.S. I
I
CONfCl1.19
E!oaa7: R-W :
o .
Io6"
—
e
L - — — — — — i L
..n n•SO
a `,•�.
- - - -J
I -
- -
-- -
g
— -- — — — -- -
- - - -I -
\.
- - - -I I - -- —
�° s•
PARK RIDGE
RI DRIVE
Pte'
$ B •30
103'
1
los
103' 703-
106'
a s6
- -- -- --
PARK DRIVE
.�
N.s0-
36 60
169 rJ•a- O N v 60' R/W u a v
' _ ' " _
,/�
270-
110'7 s
Ef Y C 0 5 E45EAfNI 13
t rfN°OR.NY �
t N7ILIrr �>�;ION a
,.vti
--.
/ ` --
—
- -
rJ•76" N•30'
1.37
R;:;
?31'
swo
R•'JO'
2� \ 2D"
�
z)1
�
�
'°•,3
v'�ti
-�''
LOT 42
I
LENrEa TAE
\
/
g
I
30 171
0 693 Ac
`' J I
A 1.18 z6- LOT 41,
I
I
LOT 29
f
�f
a
rlv 56 -57
ROUTE 240 HOLDINGS LLC ,�
— _
_
I
7 (
3
0 701 ac
I
J
L,
31092 s.
0.711 ac. I °) I
3677O6T
0 Bee er
Z
Z 0 Z
ZPE 0. 432
— _ _ _ _
I B /.Ag
-- __ -_ -
_ _ _ I I
Z
B
g a
—
rr a
I
335
— - --
3
{F5�
LOT 431
30116
0.1 Ac.
I
LOT 40
s.f.
I
_ Ir
LOT 30 I
f
J
cr O
I L
30099
0.691 Ac.
I
I
3009a
O 691 SAC I ` I
LOT 27
Q g W
38051 1
0 97 1 ^c
O C
i1i
I
I
I
�q o
LL G
I
a I
_
_ _a"
_I —
yq � I
—
n,,
— —
— J
— —
I
I
— — —'
ter- I
— — — _ _ — ._
t4b
— I — —. __
`s �
J
w
I
_
_
I
_
d
I
LOT 44
30356 s. /
\
"�
I ^ I
LOT 39
I
I
r
31f .'�
/
fit NICWO AREA OF NE WX SRACE
IS rIES�RrE0 31 Rry�u I_
0 697 <r
m`$
30.691 AC.
I
I
3009BT I
0.691 Ac. ^
R•
I
EASEWAFIS 0x 801 H SfOES AAO SAAL
— _
I L _ _
'g Z3
—
I
_ _
_
I c I
• /I•
_ _ _ ` _ _
SE OFOICAIEO OENNO BY 4
ALBFfAARIIF Cp/l1Y
I PA ON r0 BE DETERMINED . ;
TER FINAL ROAD OESIGN
-.
I L�
�
I
1
—
b•
— _ _
_ _
_
_ _ _ _ � �
�
FlLE NUMBER
ILO 56 -578 I
_
•• B
_Zab.
—
? 6'
I
I
_?Af'
— I
Y 1•
6234
O. B. 2560 P 132
q x•21.73
-1
7 !-
I 3��9 Sf
ZONE R6 I
LOT 45
30011 s
I T8 I
LOT 36
30078 5.f
I
I
LOT 32 1 0
30098 5.f
_
I
eW I
n 189
0 691 AC
I
I_
0.691 Ac.
0: kmwaly rS4 V%P C AV THILLp PLANSIFOOTHIL -
7N3 SEO .AACOB co.xents a0tlre55 I.P
rw W -51
W. LOVE. R6 132
/
WOMINASU
N4'A!■r
r�
-_. - ... .................
E 1rICwv AREA Or'T1E.DPF�1 90v�
IS RFSEAW6 FOR A 31- Rh A[d6 r
!4v 76.710 �.
EONEM DAILY.`tt Al
0.8. 2560 0. +32
LOVE AS
IL
XT
dA
I�� /; i�/'/ %ate %�i�� ♦:�`� ♦ ♦ ♦ ♦�� , i
Al PAO'
KAI
�1/,,1�.11♦�iiiwa wii�Pavw��� ►irw� ��
�,.r11.111111 ♦�irrrirrariwi M �wiii:-�- •vs /��
.1111♦�iiirriiiiri �i�iwi�:�ir: �w �� ..
1�1�1♦���WF..mac— -
♦ I�wwwwPwP!wwwP�w W�
K= Iqmmw
PHASING LINES
♦ ♦ ♦ ♦i��iiiiiiiii -sir ♦ 4.w C � r �
�i��Ii �L =?_!� :ice / / / /I�� t' �.,v�r�.e��.__ •
• 1��
I
„13 I, /
� �•
� I
�p 11
- --
'ifafiC- �Ir����� i��.�- 1����� L�- �!)•�ti�- �- ��i•- l��v��1 ®ems
l ; / LOr 42
LOT
— T� —
LOT44 SANITARYL 16kk ,
- - __ TE EST
I ! 45
— � I
r \• I'
Luagr
I;
7, — _
0�9 ; I
LOOD
-- I - - - - - -
-
- - - - -- % -
-
I OWN
I -LOT29
I
.-/
( 1
LOT28
LOT
=�
am
LOT 27
-
\ = COT
-
/
6 ■rm UT.
ti
A Me rep — -
10
y■llAN1' I
/ I
_ -
1.
-
g
a d
oZO � Z
fA fA o
O - S
Q F-
0- N
zZ m uj
LL
:3 ^
w ¢¢qy
a O
FILE WLI6BER
'II /
20 SANITARY
EASE
Lam
1
,
LOT 43
30116 S.1
0 691 Ac-
I I LOT 4D LOT 30
I I
30098 s.1. 30098 s
�I I
U
L _ — 0.691 Ac. I _ 0.691 Ac.
I `
a I LO
30087
�a
— — — _ _ _
_ I _ _ _ — _ _ I •�• — — -- _ — _
I 9�Qp
(� Z Z NU)
_
f /
4 CL ZO
--
CL
- _____�
I
1490
O Q`W cc
I
LOT 44
I
LOT 39 LOT 31
r
O a U
2 1DJJ y1 Z
IW NAI0E0 AREA F IIE OEN SINCE
IS AESEAEO FORA 51' "ALM
YI fN 50'rfwm Rr cmracrl0e
_
30356 s.
0 697 Ac.
.
f
,1 30098 s
. .
0 1 c I 0691 AC
J
EASTIENIS ON BOMB SIDES AND SOL
10
_
BE OFOICA LOW DEMAND B.
ALrtINAIE tmwrF
LOGrlot 10 BE DEfEAwIXED
PER FINAL AM OESIp.
no 56 -s7e ti- ::
EOMIA OA1LY, et al !X
Y
A I
_
_ _ _ _ _ 's' I _ —
— P7 bA -7 5 1
— _ _ � 1 LOT 26 / ,.,,
1. \
� w 2¢ �
O.B. 2560 P. 432 `
zaE: `
I
LOT 45
1 75
I
56 I LOT 38 ; I LOT 32
I
3°031 S.
/
I I 4.889 Ac. \ _
�° /
y O
Q
4
yo
1
30 6189 A0:
I 3007e s. r.
I_ 3009e s. r.
sj � 0.691 Ac. I A 0 691 Ac.
I /
I ` / /
WO � LL
.X 4w
Lu
wl .04
—_ 1 - -_ —_—
a
\ LOT 25
b.\ l 30 41 °690
�^CJUf Ww
1 ..,,. x.35 I
PHASE III E
_ _ Act
I
O W
a
tES N.
MpD
C.
—6
LOT 46
30517 S. r
701 Ac.
I$ 9
I I \ LOi 33
L0137 I 'ZM \ 31796 s. r
32478 S.r
I \ 0.730 Ac.
�I
D_S, 0
I s 0.746 Ac.
S
TC.
\ \
\
A•40 \ \ \
/ / \ \
— — _ _
_
REVISIONS
NOV. 13.2008
CC"T C&MEENTS
I
8/
•R71
1 O 1 / / �.\ \ \
••�...
siE
JUNE 23,2008
I
/
\
LOT 47
/ /
\
JULY 23. 2008
/
3o soz� icr:
/
/
414 of/ \
/ \
/ �' _ _
COLwfY COMWNTS
DENTEAAL IAE 30052 S
/
`
A 67 f � to LOT 36 / / i I /
/. ui>'0 \
43703 S. I
I
1 11
1 003 AC.
01 \ / � / /
/ .• ,. ,. ,';
LOT 49 / q( 914 I / I •� 555'JTO2 -r
I A A A 2• )1
30278 S. r.
0.695 Ac
1
/ / ��
4� 1r 5B r ;
DATE
/
LOT 35 s oveN SPACE,
I
1
1
LOT 48
5.1.
\ \ /
30103 5.1. / 802327
\ / / 0.875 Ac / / B 419 Ac
S.B 36 aYY
I
1
33832
0 777 Ac.
\ \ /
•
N+ \ / I / '�
••s.
.� EREHIED
PER5FREAl
^�
1
1
\
/ ✓ /;/
\
STREAM
1 / \ / / / / -V
It
RESIDUE / / iEAO. Cp6rglCrla / /
\
All x so
W.8)-
1
/ i
\ C UIILIIF E.LSEAEN! /
TMP 56 -95
ROUTE .� / F09 m El COAFECIOR C� P \ : -.
A0A0 EIiEF6I0O / \4� •
SfS V4 WE
.5-
\
HOLDI GS. LO C j
0 . 2347 p. 78 `�.• j ;'',,. ,.- °,\. /.
!01 R
ZONE: 1
-•
/
/
At90 •f7 "SB -Y
.6.90'
rEAn. - AM
GUIaOnAIL a TElEO/LAAr
e rVN•rnpiM` '.�,
l•••
d
AN5 •� �� �; SS'SB Y
. Y• ;.,' 107.7.-
fE P
ILLS " ' . • �; ,,
5 \�
-'��
Nl.51WOO / 50' GREENYAr (BAIL
' "' TO BE OEOICATEO WaV
.
oo,.
\.
iii ii) O
g Q
, ..
S R•IS" TEMP ' / ' 17 ".J?-7I'
; DEMI.p BY COLNTr
N — 5 U.
-
110 56 -576
/ / ���! �� i�� ,�� ♦ V i VOW 47-M _
., C�'- ..- If) 75
�' O WO�v
EOMLaA GAIL r, et al
08. 2560 P. 432
IONS:
y ♦ �\ /..�V
'p i �4, f ♦ .. i
,,
h 6'•i P P �' G $; •t.. °£ .. "' /•
f f�" dT.a� d, ./ /
^^l
ili 56•57
LICKINGM3LE CREEK LLC
0, a. 2733 P. 150
TONE: Al
N
O
c
OQ w
/•.
�•
09
/'
%
LL �
`
\...
`! �; \
/_`fEP••• / 1
11 I VV PEI7EN.'IAL
/ 17,
/ 91 IL' w1' BOA/ STREAM
f, / • r
� otl
•'\
•� -•
•-
•\.
,�/
�• �� ,�� q,
_ C3 50 GREENYAY TRAIL /•• \ \
T° BE OEOICA7EG WON
SCALE 1' - 50 '10%
w r+ a Sa iao
FlLE NUMBER
•••\�
•
_ �_ .� DEMAND BY COLWTY /••• `\ `\
IMP %H -A
SCALE In RE1 i
,
'\ 77.6° oo r l YESr w.L SLEBIY/SIOY
LLC
.,�7
13125(0
SF7EAN
• /••
°•J 306
A5N 6T -�'�' O. B.
••�•�.••�••
1161. zowE: R6
� - lMP 56 -.6
�
_- RICHARD L HEVENER
-- O. 8.I 660 0270 0: \ IS\TMPROJ\
AGRA \FOOTHILLS PLANS \FOOTHILL- PRFLIM3 PHASED ,AMOS corents addre SseB.pro '
�/ 10
LOT 49
�17 LOT 30'
LCTIAD
Ul X
wl Z z
s,
LOT 44 CC Lu -58
.......... a 0. A -Ssv'
. on - . i'ie'rolf --------- IFWICAI 31
IS AFSEWOM FOR A -- --------- - ------ C*l -1 � 4 d
b - ----- --- -----
MISR
7- —
ILEEtWtE 10 81E CETI
0
CIO _j
FEB FINIL 8040
Of., �1.11
IF
AIN
f
tip 56-378
0 O. 1560 p 432
CONLAN) DA IL Y e I a I
LOT 32
Z 45
'LOT all
U.
(a Lu
on tL
z
Lar46 PHASI r
%0
37 /; Is\ ,/\ j; / /S�/ ; �'. I ��'i; fr \ a
M,
!Mix
;>
NOV 13, 2006
A C 5 A CONMENTS
JUNE 23, 2008
INES
RUSA CASING
JULY 23'2008
btnEM
COWlY CO.ENTS
j
L IIM
,
A Lars'!
OATS
% OPEN VACF
I I . ... / 1 11 // . R OM 9.2000
l El
SAN,
51 SAPfTARY SEICR
�'EASEWNT aicALa
AkA PECOPOED P
0.§.'2041 ov 676 -682- ---- -
"If 1997 pp-139-245
LAN
L % Im. flow P905MIAL rFE 1. ?E 6- r rl SIRE-
v,
- �-. A
240 2 FEET
i HOLDI3NGS LLC
D.B. 247 P. 79
ZONEFfflIaPACE
60 Ij
/' / \ / J�e>` %
WAIT,
- -- - , -
Tt s it x
Jam_
,
Z6.
S
'Ax ---- — ---
FIND 56-W
�NYFPY
- ------ — I.MKIAGNOLE MEN LLC
ISO
D.B. 2733
ito. low., %
-----------
l0000l,
8- 6,
. . ...... ......
"000,
----- -----------
�111 A�GIE 'g.
, 0 - 1 11 Yl/\/
.... . .... .
"' Alyll'
AIS III
-245
I C ,
c
239
a.
(9Z
z 0
w a
z
03
0—
IX 0
M
oR
u. 2
3
It 0
/
JZE`v 50
25 0 so
I tol
if
SrA IN FEET
10
� r�IFFIZI Z
:ZJ III. AAI;
4G.C. F.6
------- - SMEEr
— — — — — — — 40/10
T41LL-PWL193 PN4SEV AK08 q(NNN&ntS _/Pl
ISIP4CONIAGRAIFOOTHIL)SANSWO es 11
►
\
/\
v v
LOT 64 � • 97 •t277_
\ \ A
30376
/
LOT 11
/ \ 3]979 s.!
�.: �.
/ OPEN SPACE
�Fi� f
y
—gp.
bpi \
p
/ \ 0 734 ac.
'82419 AC
F1 U
I
\
N10
I I I
,
.
I
LOT 63
\ \/
l d
�1:;
o°
ao
LOT 60
313660 5,f. 31356 s./ LOT 61 I
30710 S. f.
I 30946 s.!
LOT AC
0.710 A[.
30311 5J \ \
1 \ 0.696 Ac.
/
\ \
-
/
/
P' °'� /
4 a� C72
0.720 Ac. 0.720 AC. 0. 705 AC
I
\
\
7
\
"EE
100 STREAM l„ '
g 2 '�' z
\
LOT 12 \
BU FER
/
.. �
•
STEAM /�
o a� w
lg a�
\
\ •AJ
/ \ \ /
/
/
.••SAP
iO J Z 96
CALE F Q
W a Z:
I as
z
I I
It
J L — _ —
_
—
P
vv vv vv vv
/ �' " ��
v92"
//
3166OT13
A 0. 726 Ac. \
: �. - ";
�•
�o 02
W r4 W
106' 106.
A
..
IL Z
Ili 56.9% �••• i °'--
CC
MM
W W alt 0W
V3 47
/ \ \
\ /
, ; - LICKINGHOLE CREEK LLC
/. 0.0. 273 150
�_ -�
W 4W ��
/
/ \ \
\
s4i. \ /
P,
/ ZONE, /
/
a W
271'
M•SO' q•�
i .y
307801 \
\
\ 0.707 A[. \ / `,,►
%
2 O
uj
'P-
P
LOT 15 \
V AV A
"�' �; /';
/
Q a
- - — ----- - - - - --
\
_
—
4'24-
32341 s.
0742 Ac.
/•
)�
_
LOT 28
——
36776 5. 1. I — /8
0.844 AC. • ]Ij / /
7
I
/ _ _
'•
NOV. 13.2008
PER COLNTY, YOOT
pL -20 681
/
—
—
\ /
/
/ " „ ;:
S A. C. S. A- COMMENTS
'
I
_
/
7
ii
/
— — — — — — — — — — — — — — — — —
335-
4
CEMIERLIIE /
.. 9 -26
— _ _
11 -
).�
- -
/•
/
;
JUNE NG LINES
PP161NG LINES
pMS. E.SING
----- - - - - -- - --
/
PHr,%%JE /
_ -
/
JULYTY
pr 1.72.0
I LOT 16
/
�'
COME S
2 6
I ACC.
LOT 27 I
CEMTM Ine
2
0.1692
, / LOT 17
/
38051 s.f.
v� 0.874 ac.
I /
301692 ac. / LOT 18
°
AS 21 Vo"06
0 732 Ac
I
_ — — .—
y C �0
/ /
/ /
/ / /•
/.:” ;.,' ;.�;�," /• /
DATE
I80 116-
/ ��. ••
h C
`
/ b\
e
M1
\
A.
/••
\
/ /
'�' yi4 A•
p• s b. /
/•
110.8 2277.33 p .,150LLC
41
4"'
.
/
ZONE. Rf
—
`
LOT /
/
"
� �
/. / '
M1"
/'
•0•�p. N• I
7 S.
337175.1. /
0.774 Ac. ��;. "'
S0 GPEEM+AY "RAIL
TOOEMANO �
/ 431
4. /
M1 _
BYACEOU+TY
I
/
UN -NAMED r
4
/ I.� I 3020 33 2 I
/
/
/
•f ! \
\
\ J /
STREAM I
J
d
LOT 26 ,
30041 5.!- 0-694 AC.
I I I
S-
f. /
/ /
W \
/ �4 \
•
/-
\
0.590 AC.
I I
30101
0.692 AC.
\
_
/
/
/,
Z O
_ _ � Z
22
LOT 2D
3Z622 st.
\ \ 0.749 Ac
/
/•••
I
LOT /
30097
\•
m
0 AC.
LOT 21
o 927 Act
1
a W
o g
z
LL 2
ftaFFN
/
/
w
`•..
�'\
\
/
\�
C
SEE MATCH UNE THIS SHEET
cr
//
d
\
\ l
100 STREAM
•••\
L
/
"Z
�.. -Y,�
/ .
� ���14, � "\
/
,/}t`P'��
820.377'39
•.•�
�. s
" J61'ST 36� b)0M7. 77 \,\
�,
� /
�xb
\// ��
PEKE =ALL ' 57.79 ' - " :A
•802327
OPEN SPACE
�0 d 6
STp(aM
50 GTEENVIY ipAIL
•�•..�•
sl
At
-
=62:
TO BE OEOICATEO LVCW 3
OEMAM7 BY COWY \
••18
•••`•
-419
/
/ /
dp 56 -33 V*i '
LICKINGNp.E CREEK LLC �j.
'
/.. rw 36 -93w
�! LICKINOROLE CREEK LLC
_
"
•��•
•• /•• ••\
/•
0.8. 2733 P. 150
ZONE.' R1 UN -NAMED
��#
- 0.6. 2733 0� 150
ZONE: RI
NN
M12.16 -02'E — — PEREIAL
� _i — � - �
\.,\
••'
/••
/
\... �... SIRfaN
✓ M65'S4.26 -Y __
93.94" -�
74 0./3'S2E
22.16
N'
�•• /,,
`•
SHEET
SE!
MATCH U THIS SHEET
-
-�
, M MJ N �
�/ 1D
i V A 7,
Lol as \ \ / is-ywn►rlr
� ''I> I � '• S, " I ,,: � �7 �,'. I - • ')• \ \.\ . LOT \\ ;\ \ \ / .` - � / ) / /; i % % j I 1 I l / �' '' / PELFS/TNREIAIL
� '
L� 159/ A� LOT 'b M
'
y
\
\ 1,A rERAI / \ 'ILOT,12; ` / / r/
Too'silFAi�
I I/• - / I /, /• -1IFEER
mg fEm
r0-A 20'
f rEf — A LOT 13 !.
for
/
LA ( 8EM sw »I
RK RIDGE 1 IrYPICALI �!
�WfFR11ME. •• ••/ ••_
— 20'OW /W6E i
EASEMENT
LOT 28 II
20-SANIYAW SENOV
EASEMENT
-- -- - - - -- — — —®
LOf27
I
Lcrr 14 LICA(i gLME CREEK LLC
0.8. 2733 p. 150
632, J \ / w� �% % I ,% 1 / . Zane, R1
Ua
2 2m �
a a" am
�Q QW
2OUSLL
IL ?
Q 2 0� W
88
za
N
act
y�, Q
xC6 LLZw
M W ¢¢
0. o�
SICE VILLAGE
— • -� \, r \ / oEE -5
SE
Rr NER
EISE r j
/
i
Ar
W I I I i' i T EA I / � % _ % � �; ' t • r/, ,
8. 20111 p676 -8-115 `
,
/
REVISIONS 239 2 s
NOV
A 13 208
PER cauVr NC sca�
s
JUNE 23.2008 JULY 23, 2008 PHASE 11
EASEMENT
WFYPE
/ . It !s wE' y \� /' SCALE
jj/'� -I,i _ �- o ; '� ® `•\ '� 1 , i �� i� j % - „'Q' \�V A L'raft %ie
-aEO.
( f
�-
/' �� - / - - ,' - - "; I � � !•�,�,EAy�rIJ ,LOT
J
Or
-! I I 4 L:6T2r1 .� I ! / / / /\;� �\'\,.� \ \ %
LOS -Z
I I Lai 23,j/ / / �' / \ V i
LOT
v20'SrTlrYrrSN >��_
I / L EASqWW "
50 ' s J
L07 21
SPACE ar�:
r Rn v /
Af
— I /
�''�.:,Y, _ _.. ---mac • _ ;! / / / _ '/ ; / , - t.- �. \. / / / j
'
/
I'
SEE MATCH LINE THIS SHEET
\ / /
`ca •. Zoo rrFAN"
/
� v•I
'.1 't \ t — / / / / /• / y '/ f PEREMIIAI
STA
g�
a `a
0- 5
UO
j
Q
W
O? ?
LL w
W
a (�
,
.\ _ ..
FILE 9P' : ,r _ / " i / / LE NUMBER
✓ j
NANEa -\ \•� !' / / / PARKSIOE VILLAGE \ - �.
pERE''NiAL \ _ _ i1 / OFF-SITE SIDE TRIAGE
I VAN -_ - - �--' E BATS RE ICAO f imp 56-W CPE K LLC OEE -S-1f i2Ea SANITARY ESENENIE / LICKINGHOLE CREEK LLC IMP 56
//� 0.8 20A1 pp. 676 -882 / LIO rrB ZZ7333 P. 150 0.8 2733 p. 150
•/ PLAT$ oRaEa r 4
\ _ ....._ /�..•___._ i 0.8. 199 w. 239- ` I R1 11 8 199 239 -245 ZO•E. I
7 215
\ - j /
• (7-R.u�C Op. R
SHEET
7
ESM W' _5 --SEE MATCH U THIS SHE / - , / 5B/ 10
' —
0 1NIOMI5\iWR0J1CONAGRA \Faa iX(LL$ PUNS \FOO iH(LL -FREE IN3 PHASED ,A.IE08 COLS d00lt55etl. p'P ,
/'f WEST ENO W STERN RIDGE vOrAO 50' (CHIIGGN. /r OS WfSr. LVpEMI WEST ENO 0 WESTERN R1OGE (PROV.1 LONE. RI 5773..0 -E 179.87 TCLRENTLY UN ER REVIEKI FV 7F 111 FF�. �'•, ' OPEN SPACE
H1G7(ANOs WEST. L.P. 'I 1 600' r0 ErISrIM6 3 f.C. is IOEIs py!•71-76-E 10.7 N' WESTERN RIDGE OWNERS I
Ilow RI I PAMt RI06E ORIVE { (PROP.) (WEST ENO 0 WESTERN R[OGEI' ASSOCIATION, INC. ,
PHASE
SIAIE AmIE 1270 / 183 \ "
1I /I -E fa3.AA- PHASE 76E -'0 -n
133* 1N- — 1``.• rPROP sTOMN LrNE \ \ 'Qc.
IRO 56 -� �_ _ — — — — — -, — — ._ � 'I ANDArsA "eof0 I \ 1 1 ++•�\
XI0 BN JONES COMPANY — — — — I I I I I I \ 1 1 P,y ••\ \
O.B. 1278 P. 596 I
ZONE: L I 1 I I I < ' 33.97. BS ry`s6 � p tp
I \4t TROP ffW C 0 S. I I \ \ 1 LOi4 \ \ ' e , - q,`-,�
END 0 TESTErN RrOGEI I \ \ 32 LOT 3r 1 1 30
END
ASE
I I I I I LOT 7s I _ 306000T5� 1. 2i LOT z
a PH , E-1
\
LOT 74 I h 301AA s. r. �' / I 0.702 Ac 6109
D'' LOT 7S I 30110 s. 1. I , I 0.697 Ac. I I I 0.691 Ac.
LOT 72 I I 3ofoz s r. I 0.691 Ac. I \ \
31197 s. 1. I I 0.691 A[.
N ni 9 0.716 AC I I I I 1
13p j.9? PAW gEOGE °'
I I I II I I \ o•oo. eo •a' ,y \ LOT s \ x
16- �.0�9 o50z '
A' v,
75 TfMPORARY C 0 s. ism _ _ — —
CDM6TRI E II IT '. RA70 L \ 25 Lu
EASf TAUCFORUl%g - T- U3' _ ~ \
WENT ROAD -E EXTEMSIOM ?3' ! H \ / •'7
99 Q ^ \ /
! A u 32 176' v�
— _ —_ - -- — ROAD E
O.py. ao TEAP ti 60 m— y 00.50'
1
_ 135 _ — — \ 1 I \ / fW
130 . — — 30730?iK. / Too Brp
23- /EMf70RART C.O.s CAI r I I I I I a
IL>ucila"00/unLITT I I I I I
COW FOR FDruw I I 1 & II 06897 Acr
R� E Er1fMAS10u PH' SE I _
I I 0� 690 AC I 3f i� orz�e e
1 ... �•�• 1 •� BUFFER
Loin I LOT ro 1 fi I 3 0 °9 �N II I g I I ;oo SIPE — / / •�'�
n 30969 s f I fi l 30005 s r I — —
•• �•' 0 711 Ac. o -B9 Ac I I 0.690 Ac '\ —
fef \
I I I I I 1 I /••• — J I 1 I I 3o OPEN SPACE E
\REAM 802327 s 1
BUFFER ' ••• \••• /• //;. '/ . ';,, a � +� �
,35. N,JE• ,i . �,
— — — — — =.
e f /
'8 OPEN SPACEi
117967 s
\ 2. lOB AC 10 STREAM •• \ \ /�� ��'
BUFFER ••'\
REAM / .. If f .sir " j ✓ • • \ \ \ .07• / RIDGE
R RECORDED
S
Y151OM
0
�, 0 PEREANI �� !6
PHASE I aL
�...� —. yr 26. "
28.07 ••`_ UN -NAMED
\ — — / \ 7-7 \ 1. \ _ — — — — — — — — — , PHASE II vEREUNIAL /
\ _ ` % \ , • .. ..•_ %' STREAM
"sD 'GREENN�t SRU i i PHASE I / a te \
GN -Ndt�O
i0 BE OEOICAr® rOP6N \ \ < I TC�� C.D.S. STWANN /dl
DEwND Hy -rte EMP.`. I /.� / by
WILSON JONES COMPANY \ ,`'`- �� s �" "� .�••' \ / / 76E -0f -6e
0.8 1278 a 596 ••\•• •'��•. �'• / \ I L0T9
L 33- ONE: L! ;�` ....�. - 30 73 snC
STREAM BUFER ' I I I ,\ S13 *36'09 -E
LOT 67 1. 117 59
— — _ w
OPEN SPACE `
Cn 0377 2 'c' , / �\
PHASE II '
/ LOT 66
30776 S. 1. / l \ Z WM -NAIEO
'}1 0.707 Ac / 319779 501. PERENNIAL
\ / l 0.731 Ac. / •\)� /
PHASE II � PH I / � \ \ \
50 GREEWAY TRAIL
1 8 \ \ \ / ,R r \ \ \ ; / TD BE DEDICATED UPON
} Lu DEMAND BY COUNTY
Lu
�\ LOT 65
i /,a \ \
\ \ \ / / NGH LE 56-954
CREEK \ \ Mr ) ( l •� LICKING2733 CREEK LLC/
� O.B. 7733 0. 150
LOT 64 \ s • 91'1227- \ \ 319779 s'r / OPEN SPACE / 7aNE: R1
33196 s - \ \
• / \ O ]Je AC / 62317
� AZ
i � J � 0 762 Ac \ � / \ \ 1B 119 Ac ..
0, \NIORNIS\TWROJ\CONAGRA \F001 Ll5 PLAN$ \FOOFHILL -PELIM3 PHASED .AAEOB 10—M tS dOW!55!0.0/•0 ,
w <* U
N t=q
W2on��
Q OL 0
d 0 t, u, 0.5
2OU5CE
on 5 a 2 ?
Cc
a 2� u
-
QW ¢Q
> > 0. �
xiO3 W0 O
ce) LL— Lu
9
W 0^
W aW �a
D Q mw
O W ® O
a
FrENRSfoNS
NOV. 13, 2008
PER COUNTY, VOOr
9 A.C.5 A. COMENTS
JUNE 23, 2008
PHASING LINES
RNSA CASING
JULY 23, 2008
COUNTY COMMENTS
PATE
OCT. 9, 2008
SCALE
1•v5U'
g
a
z_O Z $
N 7 g S
0o d
f0
O Z
0z w
0�
J
w
cc
a
FlLE NUME3EA
82.34
SHEET
BA /10
r} .al'a 1BY c 0 s. ESN —
)lrvrpU
%caaAw FOODRARY
ENSHEr'r1 Fdr Ur11E % �;
E E 618!1 �' _ a i•
FUTURE AU- s rtes s -
rlwlsr eLaa
Rnr S.O. AWY
AN
�iao�nowrulni! r �
EASEIEMr IW FUTI{E' :11 I� ,d.OT65
ROAO -E- EXIENSIOI
/ LoT 7r' lLOrAS' f ' Em� An 6 T� -
7659 rs %
I -I ir IL,
Brnlu� I .f A v , so
\ I *11EOI6 FOOrPM[Xr
•1�--
Exrs"WAS
sw1,Q, SENE1r
_ - •1..111_, s
LB -NAME.
`e \ \ 3E� u
t / / -
-
_ -- _ � 3. /�..• tip'
\ \ \ OPEN $PAL'E
p,6 ST,
FO A §0111 -✓
__711 -yL *9/ \ \ ,. ✓°° -.,% / _... � ./
0. B. 1228: -�96 �- - • • �� •. _
,• � � l%T67 \ , \ F
10+,66
\ F
PHASE II
LOT 65
is f \ _ III - -- —
rlv 5W -1 -04 \ ,
= I ' WEST EAU r WESTERN RIDGE \�� \� \ 7 \ r
Ai
(CURRENTLY p REVIEM) \ -\ / i F�1 ® Ci
I� I PPOPOSEO �.,yI NIGHLAWS ST. L. P. \ IN. WE -1 -B
gpgg CONTOURS j, \
E!$,! I 600' TO EXISTING WEST END 0 1Q1E 1 + y ` OPEN SPACE
f3i WEST p10GE 'I - — _ _ WES IEPN FIDGE OWNERS ' 1 //��• W
;�iIILK p10GE 071 YE ASSOCIa71OM INC.
I A v �@r° ee
-OP
STORM LINE
`i` ..._I // // 1.. �. _I
=� Ts
BE Y''ACATE( 7O i/ �A �`90 -A BS' !011016
}} ■6
-TEMP ACu1E FaoM
CI) = \' '
i itrnrrx) 1 \ \, U Q w
T ENO STErN
OES \ I SUILOING EMrELO°E
a WESE PAP WA rNE! I wRs 1 L E y \ \ \ cla rn
O
LOT Z
B PLW �.�
TMRUST BL;-
B_.0 ASS rI IITYPE Al Brnor �' I \ \� y\ _�,�, — ,`� '/ / / / / �•�\
v 0 WOw
error rc(opr 1 i I \ x
6fo W ¢ ¢ O
�y1 I LO 0) T 5
FtEWSIONS
\ ►r A. • I 11 W a W�
i ✓ i %�
'� _ — ' 1.✓- .•i-,; \� „ LOT6 / -. O �••• iW NOV. 13, 2008
LOT 7 ' '' rR / W s Pipc spi T rcpYY00EwTs
5 \ \ I i �' I'r'tw ►.� BYrtLB„r ,/ I �� �� 'krw�s -Bwaar /� /' ") JUNE xa. 2WO
6'�EE j ®
` PHASING INGs
RN SNG
X, A
JULY 23. 2008
•� .•,f,� � `-\� -. � i .' � y / �' �%, /; /' � /� '� caNrr CarsENis
INS
w -NArcO / �
i \ T sri r~ C.. / / PEpS iN'
_a 30- E.cP.Exr_ �• 1 - /� /j _ STREAM
30 SEWER,EASErENf • p.
_ - 0:0. /plot
D 521 "�_ •• _ �� i
!plat!
PEN
_ .-.r 'mil •// '� %_ !�� _ �� � >> -___. � / / / /o /- ` ,i6p`0��/ SOLE
�iTasErtrT SohCE
SCALE 1- • 50. OOMOURM9IVAL
PERENN AL
• r �• :_ \ y,, SrlEAN
cAuursT
• �.; . ,, f �"'— '^'... !`�\. � •• .., � \ ' � \ � J 7. 1' / ` � !ice :1 r • / • • • \ \\ \ i p1° ... GE. PHASE f
51 = —AN IKy ER ` \ $ �.. I.. I \ s.AT pECO/1()EO ! g
�.. �' \ \ \ iSw�, te E: 2e6 _ 4
-- �ACC Z l ��
• \ oe sD 2A T ZO a.
=�-�- �� 0
PHASE I —�� PHASE II j I i s
I TEMP. C.D.S.
/- r.n m
I A . �%
I LOTV I i
W -01-68 3 0
'I
"k
I ' ! \ s /�{
�'ti V
P NEWIAL O— Z
51.Elm, LL
ACE / /" w
ASE II / a (7
/ N� w s =_
l aA-II— 'ILL cE / j
F- a T s F rf� SEWER I
iPLErs,REG07PE s' I _
1 IrrorCAtl p 1091 DR 6r
199{ pp. 215 / :' ' � ,� -� � - -"—' -_
30'SfAER EA
Sy�MR�
p322"1•,.-
50 B Eh MAY 'RAIL
1 \ TO BE afCATEO WO/ I /
OEMA Br COUNT' - I ,,/ /� FY.E Nuwsel
_�.•,,�• I � i \ \� � / / / I, /. / / , ,/� 8234
LPTIY ,
LICK E CREEK LLC
2733 0. 150 -
J / /, i'ZOAE: p/
1:;, , I ` /, • 20 SAN1TART R OPEN SPACE ` ;,I! A
/' 1
\Wmomis%rmowj\caNArnAXFOOTM, LS PLAN5tF00TNiLL- PRELIW3 PHASED • U EOB cprnts a0presseO.Orp � p 10
%EINlO
•
/ / / / L:
i P 7 6WfE•S1E.R R ID/ E
YE-
(CURRENTLY /OER'R EYfEY%
rgE !RAO III !
I'I ! I ✓ I�
/ p '4 i. /
'S'
MIGNAWS L.P.
IS O!
WESTERN F
I
•
TONE:: RI
r1n s6-a
MILSON 1Z CONPANY _
0.8. 1278 -c. 596 ._. ... -
Ahf-' L
630
'
Yi TER IrE 10
CpeECi
r0 E
ItST1 ALINE
fRpv YA rE RL Ir!
I'.
r d F' I ti`
y NLYfER►
I i i t
I.OT 75 I d
I
I Lo? Tai ►
,K
,
1 % I ; I
/ Lon
i. Lor zs I
I
I
r
r} .al'a 1BY c 0 s. ESN —
)lrvrpU
%caaAw FOODRARY
ENSHEr'r1 Fdr Ur11E % �;
E E 618!1 �' _ a i•
FUTURE AU- s rtes s -
rlwlsr eLaa
Rnr S.O. AWY
AN
�iao�nowrulni! r �
EASEIEMr IW FUTI{E' :11 I� ,d.OT65
ROAO -E- EXIENSIOI
/ LoT 7r' lLOrAS' f ' Em� An 6 T� -
7659 rs %
I -I ir IL,
Brnlu� I .f A v , so
\ I *11EOI6 FOOrPM[Xr
•1�--
Exrs"WAS
sw1,Q, SENE1r
_ - •1..111_, s
LB -NAME.
`e \ \ 3E� u
t / / -
-
_ -- _ � 3. /�..• tip'
\ \ \ OPEN $PAL'E
p,6 ST,
FO A §0111 -✓
__711 -yL *9/ \ \ ,. ✓°° -.,% / _... � ./
0. B. 1228: -�96 �- - • • �� •. _
,• � � l%T67 \ , \ F
10+,66
\ F
PHASE II
LOT 65
is f \ _ III - -- —
rlv 5W -1 -04 \ ,
= I ' WEST EAU r WESTERN RIDGE \�� \� \ 7 \ r
Ai
(CURRENTLY p REVIEM) \ -\ / i F�1 ® Ci
I� I PPOPOSEO �.,yI NIGHLAWS ST. L. P. \ IN. WE -1 -B
gpgg CONTOURS j, \
E!$,! I 600' TO EXISTING WEST END 0 1Q1E 1 + y ` OPEN SPACE
f3i WEST p10GE 'I - — _ _ WES IEPN FIDGE OWNERS ' 1 //��• W
;�iIILK p10GE 071 YE ASSOCIa71OM INC.
I A v �@r° ee
-OP
STORM LINE
`i` ..._I // // 1.. �. _I
=� Ts
BE Y''ACATE( 7O i/ �A �`90 -A BS' !011016
}} ■6
-TEMP ACu1E FaoM
CI) = \' '
i itrnrrx) 1 \ \, U Q w
T ENO STErN
OES \ I SUILOING EMrELO°E
a WESE PAP WA rNE! I wRs 1 L E y \ \ \ cla rn
O
LOT Z
B PLW �.�
TMRUST BL;-
B_.0 ASS rI IITYPE Al Brnor �' I \ \� y\ _�,�, — ,`� '/ / / / / �•�\
v 0 WOw
error rc(opr 1 i I \ x
6fo W ¢ ¢ O
�y1 I LO 0) T 5
FtEWSIONS
\ ►r A. • I 11 W a W�
i ✓ i %�
'� _ — ' 1.✓- .•i-,; \� „ LOT6 / -. O �••• iW NOV. 13, 2008
LOT 7 ' '' rR / W s Pipc spi T rcpYY00EwTs
5 \ \ I i �' I'r'tw ►.� BYrtLB„r ,/ I �� �� 'krw�s -Bwaar /� /' ") JUNE xa. 2WO
6'�EE j ®
` PHASING INGs
RN SNG
X, A
JULY 23. 2008
•� .•,f,� � `-\� -. � i .' � y / �' �%, /; /' � /� '� caNrr CarsENis
INS
w -NArcO / �
i \ T sri r~ C.. / / PEpS iN'
_a 30- E.cP.Exr_ �• 1 - /� /j _ STREAM
30 SEWER,EASErENf • p.
_ - 0:0. /plot
D 521 "�_ •• _ �� i
!plat!
PEN
_ .-.r 'mil •// '� %_ !�� _ �� � >> -___. � / / / /o /- ` ,i6p`0��/ SOLE
�iTasErtrT SohCE
SCALE 1- • 50. OOMOURM9IVAL
PERENN AL
• r �• :_ \ y,, SrlEAN
cAuursT
• �.; . ,, f �"'— '^'... !`�\. � •• .., � \ ' � \ � J 7. 1' / ` � !ice :1 r • / • • • \ \\ \ i p1° ... GE. PHASE f
51 = —AN IKy ER ` \ $ �.. I.. I \ s.AT pECO/1()EO ! g
�.. �' \ \ \ iSw�, te E: 2e6 _ 4
-- �ACC Z l ��
• \ oe sD 2A T ZO a.
=�-�- �� 0
PHASE I —�� PHASE II j I i s
I TEMP. C.D.S.
/- r.n m
I A . �%
I LOTV I i
W -01-68 3 0
'I
"k
I ' ! \ s /�{
�'ti V
P NEWIAL O— Z
51.Elm, LL
ACE / /" w
ASE II / a (7
/ N� w s =_
l aA-II— 'ILL cE / j
F- a T s F rf� SEWER I
iPLErs,REG07PE s' I _
1 IrrorCAtl p 1091 DR 6r
199{ pp. 215 / :' ' � ,� -� � - -"—' -_
30'SfAER EA
Sy�MR�
p322"1•,.-
50 B Eh MAY 'RAIL
1 \ TO BE afCATEO WO/ I /
OEMA Br COUNT' - I ,,/ /� FY.E Nuwsel
_�.•,,�• I � i \ \� � / / / I, /. / / , ,/� 8234
LPTIY ,
LICK E CREEK LLC
2733 0. 150 -
J / /, i'ZOAE: p/
1:;, , I ` /, • 20 SAN1TART R OPEN SPACE ` ;,I! A
/' 1
\Wmomis%rmowj\caNArnAXFOOTM, LS PLAN5tF00TNiLL- PRELIW3 PHASED • U EOB cprnts a0presseO.Orp � p 10
- - -- -- "• - —A-1 I—ageryfrom Commonwealth of Vir i nia
August 12, 2008
Attachment B
xy from Commonwealth of Virginia August 12, 2008
Attachment B
Page 1 of 1
Gerald Gatobu
From: Cliff Fox [foxfyre @cstone.net]
Sent: Friday, March 28, 2008 10:54 AM
To: Gerald Gatobu; MotoCD @aol.com
Cc: Cliff Fox
Subject: Please call up for Planning Commission review Foothill Crossings so that the accesses to adjacent
properties can be articulated.
Gerald,
This is a request to call up the Final Subdivision, or in whatever form it comes back to the county, Foothill
Crossings (TM 56, parcel 95) for Planning Commission review.
Please acknowledge receipt.
Thank you.
Cliff Fox
Attachment C
8/12/2008