HomeMy WebLinkAboutSDP202100055 Plan - Approved 2022-05-23ALBENLiRLE COUNTY
FINAL PIAN GENEIIA1, NOTES
General CODS(1711clioit Notes
I. Prior to any construction within any existing public right -of -sway, including connection to
any existing road, a permit shall be oblatiued frvru the Virginia Deparrlmeul of
Translxrrtativn (VD0'1').'Ilris plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern:
2- All materials and construction -methods shall conform to current specifications and
standards of VDOT unless otherwise noted,
3. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum alto wabte slope is 2 1 (horizontaLvertical). Where reasonably obtainable,
lesser slopes of 3:1 or better are tube achieved.
6. Paved, rip -rap or stabilization mat lincd ditch may he required when in the. opinion of the
County Engineer, or designee, it is deemed Necessary in: order to stabilizea, drainage
channel,
7. All traffic control signs shall conform with the VirS-iniaManual for Uniforni'l)aftic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 (;l R Part 1926).
Genet•arl Constructici>!t Notes: for• Streets (Tars list, is iir.adilhtorr to the. Crcncral Consauctic�n
Notes)
1- All materials and construction must be tested and documented according to VDOT
standards and specifications.
2. Surface drainage and pipe discharge must be retained within the publiciright-of-way or
within easemeuts prior l.o,acceptariue. All drainage, outlall easements are to be cxlea(k d to
a boundary l i ne or a natural watercourse.
3. Guardrail locations are approximate. Exact length, location and appropriate end treatments
will be field verified at Lhe Lime of couslrucdou. Additionad guardrail may be required at
locations not shown when, in the opinion of VDOT(for public roads) or the County
Engineer (for private roads), or designee, it is deemed necessary. When;guardrail is
required, it shall be installed four (4) feet offset from theedge of pavement to the face of
guardrail, and roadway shoulder widths shall be increased to seven (7) feet..
4. Where urban cross sections are installed, all residential driveway entrances shall conform
to VDOT CG-9( .. B or Q.
5. Where rural cross sections are installed, ,all residential driveway entrances shall conform to
VDOT standard PEA..
6. Compliance with the riuniumin pavement width, shoulder width and ditch seclious, as
shown on the typicat pavement section detail shall be strictly adhered to.
7. Road plan approval for subdivisions is subjectto,final subdivision plat validation. Should
the final plat for this project expire prior to signing and recordation, then approval of these
plans shall be cull anti void.
8. All sighs or other regulatory devices shall conform with the Virginia Manual for unirorirs
Traffic Control Devices and the Albemarle County Road Narriing and Property Numbering
Ordinance and Ylanuad.
9. Traffic control or other regulato y iigim or barricaacs shall lac installed by the developer
when, in the opinion of the County Engineer, or designee, they are deemed necessary in
order to provide safe and convenient access.
10. `lfie speed limits to be posted on speed limit signs<aire 5 wph below the design speed, or as
determined by VI)ur for public roads.
11. VDOT standard CD-1 or CD-2 cross-dr<tins are to be installed under the subbase = material
at all cut and lily trausitions .rid grade sat; points as shown on the road profiles.
12. A video camera inspection is required for all stone sewers ar>,d culyerts that. v e deented
inaccessible to VDOTor County inspections. The video inspection shall be conducted in
accordance with VDOT"s video camera inspection procedure.
General construction notes for Erosion autd Sediment Control plans
1. The plan approving authority must he notified.one week prior to ths: pre -construction
conference, one week; prior to the commencement of land disturbing activity, and one week
prior to the final inspection.
2. All erosion and sediment control measures will be constuet.ed anti inaintained according to
minimum standards and specifications of the Virginia Erosion and Sediment Control
Handbook and Virginia Regulations VR 62542-00 Erosion and Sediment Control
Regulations,
3. All erosion and sediment control measures are to be placed prior to or as the first step in
clearing,
4. A_copy of the approved erosion and sediment control plan shall be maintained on the site at
all units.
5: Prior to commencing land disturbing activities in areas mhor than indicated on these plans
(including, but not limited to, off -site borrow or waste areas), the contractor shall submit a
suhplenieutary erosion control plan to the owner for review' and alproval by the plan
approving authority.
6. The contractor is responsible for installation of any additional erosion control measures
unecessary to preverrl erosive and sedimentation as deternuned by the plan approving�
authority.
7. All disturbed areas are to drain to approved sediment control measures at all times .during
land distrbing activities and during site development until final stabilization is achieved:
8.. During dewalering operations, water will be pumped into an approved filtering device,,
9. 'tire contractor shall inspect all erosion control measures periodically and after each runoff -
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control devices shall be. made immediately.
10_ All fill material to be taken from an approved, designated borrow area.
1. All waste materials shall he taken to an approved waste area. Earth fill shall be inert
materials only, free of roots, stumps, wood, rubbish, and other debris.
12, Borrow or waste areas are to be. reclaimed within 1 days of completion per Zoning
Ordilr<•utce, src.tion.5,1.28.
11 All inert materials shall be transported in compliance with section 13-301 of the Code of
Albemarle.
14. Borrow, fill or waste activity involving iodustial-type power equipment sliall be limited to
y•
the hours of 7:04un to ).OQpm.
15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral
support, or order to rrinirrifze any hazard tapersons: physical damage to adjacent hand and
improvements, and damage to any pub[ ic street because o slides, sinking, or collapse_
Ira. The, developer shall reserve the tight to install, maintain, remove or convert to permanent
sWriliwater management facilities where applicable all erosion control nreasures re(ILdred
by this plan regardless of fh � sale any I t: n't � ildr n r other - portion of t property.
y , l at4 Iotv. u r ,lu go tl r l_ 7 i he,
17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75
lbshtcre, and in the months of September (o February to consist a 50/50 inix of Annual
Ryegrass and Cereal Witmer Rye, or in 1VIarch and April to consist of Annual Rye, or May
through ,August to consist of German Nlille.t. Straw mulch ir, to he applied at 8OIts/104sf-
Alternatives are subject to approved by the County erosion control. inspector,
18. I eunaueut stabilization shall be limead fertilizer. perui<'tuent seeding, and lnulctt.
Agricultural grade limestone shall be applied at90lhs/l000sf, incorporated into the top 4-6
inches of soil.. Fertilizer stiall be applied at 1000lbs/acre and consist of a tO-24-10 nutrient
nrix. Permanent, seeding shall be,arpplted at 18Wbs/titre acid comist of 93% Kentucky 31 or
Tall Fescue and 0-59'c Perennial. Ryograss or Kentucky- llluegrass. Straw: match is to be
applied at 801bs1100sf. Alternatives are subject to approved by the County erosion control
inspector.
19. Maintenance: All ureasures are to be inspected weekly anal after each rainfall. Any ([image
or clogging to stiucturai:measures is to be repair immediately. Silt traps are to be cleaned
%
svhen 50,r vl the wet storage volume h filled with sediment,- All seeded areas are to be
reseeded when necessary Lo achieve a good stand of grass. Silt fence and diversion dykes
which are collecting sediment to half their height must be cleaned and repaired
immediately.
20. All temporary erosion and sediment control measures are to be, reinoved within 30 days of
final site stabilization, when measures are no longer needed, subject to approval by the
County erosion control inspector.
2f. 'Ibis plant shall be void if the owlter (toes no(obtain a permit within 1 year of the dale of
approval. (Water Protection Ordinance section 17-204G.)
22. Permanent vegetation shall be installed on all denuded.7reas within nine (9) months after
the date the land disturbing activity commenced, (Water Protection Ordinance section 17-
207B)
Generrd cwrstruction.nutes forStorirtwater ll miageanent phuis
1. All dams and constructed fill to be within 95% of maxinrlrm dry density anti Z% of optiruuti
C
V 'i
U
moisture content. All fill material to be approved b � eotechttical engineer. A
�pP s � g
geolechacal engineer is to be present currier.cvnslruetiorr of dates.
2. Pipe and riser joints are to be watertiblrt within stonirwater management facilities.
3. For temporary sediment traps or basins which are to be converted to permanent stormwater
[na riagernettt facilities: conversion is not to take plaice until the site is slabili4ed, and
perntission has been obtained from the County erosion control inspector.
SITE DATA
DEVELOPER/APPLICANT
ENGINEER
SOURCE OF TOPOGRAPHY
MAGISTERIAL DISTRICT
ZONING DISTRICT
TAX MAPS/PARCELS
ZONING
GREAT EASTERN MANAGEMENT
2619 HYDRAULIC ROAD
CHARLOTTESVILLE, VA 22901
DAVID MITCHELL, E.I.T.
PHONE: (434) 296-4109
FAX: (434) 963-2670
E-MAIL: david®southern-classic.com
TOWNES SITE ENGINEERING
C/O BRIAN C. MITCHELL, P.E.
1 PARK WEST CIR, SUITE 108
MIDLOTHIAN, VA 23114
PHONE: (804) 748-9011
FAX: (804) 748-2590
E-MAIL: BMITCHELLOCCTOWNES.COM
-BOUNDARY & TOPOGRAPHY SURVEY PERFORMED
BY LOUISA AERIAL SURVEYS
DATED 01/05/2012
HORIZONTAL DATUM: NAD83
-PROPOSED TOPO FROM NORTH POINTE SECTION 1 PLANS
BY TOWNES SITE ENGINEERING
DATED 06/01/2020
HORIZONTAL DATUM: NAD83
RIVANNA
PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL)
03200-00-00-02000 (PART OF)
03200-00-00-02300 (PART OF)
03200-00-00-023JO
03200-00-00-02910
ZMA-2000-00009
ZMA-2013-00007
ARB APPROVAL # NOT APPLICABLE
PROJECT AREA ACREAGE 2.06 AC
RESERVOIR WATERSHED NORTH FORK RIVANNA - JACOBS RUN
FEMA MAP 51003CO145D / DATED FEB. 4, 2005 / ZONE 'X'
UTILITIES CONTACT INFO:
RAPPAHANNOCK ELECTRIC COOPERATIVE (REC)
CHARLOTTESVILLE CITY GAS
STEVE COATES
DISTRIBUTION DESIGNER
13252 CEDAR RUN CHURCH ROAD
CULPEPER, VA. 22701
PHONE: (540) 727-2116
PHILIP GARBER
CHIEF GAS ENGINEER
305 4TH STREET NW
CHARLOTTESVILLE, VA 22903
PHONE: (434) 970-3811
l 1
��iivan>2a Water $i< Sew Authority ri � �'Sz-1 5 Diu a � � � )
General Water & Sanitary Sewer Notes
LastRevised: Febntary2011
1. -All materials and methods of construction shall complywith the later version of the General
Water -and Seer Construction Specifications as adopted b the Albemarle CountyService
d a
Fz 1� y
Authorityo on January 13,1998, except as modified below or modified in Special proles.
2. FWSA shall approve aH c onstrue don material sand me ihods of construe6on. Apreconstruciion
conference shall be held withRWSA prior to the start ofanywork-
3. The contractor shall be responsible for notifying Nlisz Ulitiol (I-800-752 7001)-
4. R�WSAEngineer(Victoria Fort at (434) 977-2970 ext.205) Mall be notified three businessdays
prior to the start of construction.
5- Ali work is subject to inspection by RWSA staff- No tie-ins to the exisf,ng sy,stem hill be made
without coordination with and the presence of RWSA staff. No work shall be conducted on
RWSA facilideson weekends or holidays without special written permission from RWSA.
6. For sanitarysewer lute construction. RWSA mayrequire bypass pumping for fie -ins to the
existing system. All doghouse manholes must be pressure -tested before connectionismade to
the system_
7. The location of existing utilities as -shown on the plans is from data available at the time of design
and is not necessatiiycomplete or accurate. The Contractor shall be responsible for the
verification of the location, size and depot of alt existing utilities, both surface and subsurface.
The Contrac for shall immediately notify the Engineer of any discrepancies behya en plans and
field conditions: The Contractor shall use due diligence to protect all utilities and s€ruc trues from
damage at all times, whether shownon the plans or not Damage to anyexisting utilities shall be
repaired by the Contractor to the original condition auto additional cost to the Owner.
S_ Erosion and sediment control facilities shall not be permitted in the RWSA easementwithout
special written permission from R1VSA. No grayling shall be permitted in the RWSA easement
unless permitted otherwise byRWSA in writing-
9- No blasting shall be permitted within 100 feet of RWSA facilities witboutwritten permission and
RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast: survey
maybe required. For blasting within 100fee tofany operative RWSA sewerlines, buss
pumping andf or Fie- and post -Cm' maybe required. RWSA may also require certification
from a licensed professional engineer staling that the proposed blasting will not damage any
1?WSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to
the original condition atno additional cost to the Owner.
10. The eontractDr strall observe minimum separation requirements for utility crossings, When a
crossing is made under an existing facility, adequate structural support siatlbe provided for the
existing pipe_ The area of the crossing shall be back -filled with compacted ]7 stone to the
springline of the existing pipe.
11. New neater main installations shall be pressure tested,. chlorinated; Ilu.hed and have wafnr
samplesapproved prior to making any perma nelit twine Eon to the public water system.
Approved methods of filling and flushing new water mains will be required to prevent any
contamination of the . wafersyto s .m- public
12- All easements for new RWSA facilities shall be recorded prior to placing the new facilitiesinto
service_
13- No permanent structural facilities will be permitted in the RWSA easement- 1hisincludes
building overhangs, retaining walls, footers for any structure, drainage structures, etc.
Treesare not permitted in the. RWSA easement_
APPLICANTS NAME:
GREAT EASTERN MANAGEMENT
SPECIAL USE PERMIT: SP-2002-72
ZONING: ZMA-2000-00009, ZMA-2013-00007
ARB: N/A
ALL FILL AREAS TO BE INSTALLED & STRUCTURAL FILL SUITABLE FOR
ROAD OR BUILDING CONSTRUCTION & TO BE TESTED BY GEOTECHNICAL
PROFESSIONAL ENGINEER. CONCRETE SHALL BE CLASS A-3 PAVING
CONCRETE ACCORDING TO THE CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS AND APPROPRIATE
SUPPLEMENTAL SPECIFICATIONS. THE CONCRETE PAVEMENT SHALL BE
PLAIN JOINTED WITH A RECOMMENDED JOINT SPACING OF 15 FEET OR
CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (CRCP) IS ALSO
CONSIDERED AN ACCEPTABLE OPTION.
IN THE EVENT OF ANY DAMAGE TO, OR DISLOCATION, OR DISTURBANCE
OF ANY UNDERGROUND UTILITY LINE INCLUDING ITS APPURTENANCES,
COVERING AND COATING, IN CONNECTION WITH ANY EXCAVATION OR
DEMOLITION, THE PERSON RESPONSIBLE SHALL IMMEDIATELY STOP
EXCAVATION AROUND THAT UTILITY LINE UNTIL THE IMPACTED UTILITY
REPRESENTATIVE ARRIVES AND EVALUATES THE DAMAGE OR DISTURBANCE.
IMPORTANT: IF A NATURAL GAS LINE IS DAMAGED RESULTING IN THE
RELEASE OF NATURAL GAS, IMMEDIATELY SHUT DOWN ANY EQUIPMENT
AND MOVE PEOPLE TO A SAFE PLACE. THEN, IMMEDIATELY DIAL 911 AND
CHARLOTTESVILLE CITY GAS AT (434) 970-3800.
RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE
BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A
STAMPED ENGINEERED DESIGN WALLS REQUIRE INSPECTIONS AS OUTLINED
IN THE USBC.
ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE
SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al 17.1-09 AND THE
2015 VIRGINIA CONSTRUCTION CODE.
ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE
STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL
INSPECTION PERFORMED BY THE BUILDING DEPARTMENT
ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A
PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
W `
n
�
lYw
100
NOT TO SCALE
j• 1 ■: I .•
j .
•• 1 111 • •• 1 /11 : ••
YN
.....
••
ROAD AND DRAINAGE
1
CULVERT OR STORM SEWER
(WITH STRUCTURE NO,)
EXISTING CULVERT OR STORM SEWER PIPE
DROP INLET & STRUCTURE NO,
0 PROPOSED MANHOLE
(.; EXISTING MANHOLE
PAVED DITCH
JUTE MESH OR SODDED DITCH
EARTH DITCH - GRASS LINED
- - - 100- - - EXISTING CONTOUR
100 PROPOSED CONTOUR
x 100.00
EXISTING SPOT ELEVATIONS
+ 100.00 PROPOSED SPOT ELEVATIONS
Tz� <T/C - TOP OF CURB)
#1 BENCH MARK & REFERENCE NO,
VDOT STANDARD STOP SIGN
LEGEND
SEWER
--►-- ---►-- EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
T T SANITARY SEWER SERVICE
CONNECTIONS
n 120400.00 MANHOLE NO, W/ STATION OR
150500.00 C❑ORDINATE LOCATION
11
04
WATER
EXISTING WATERLINE
PROPOSED WATERLINE
PROPOSED WATERLINE
SERVICE C❑NNECTI❑N
GATE VALVE
FIRE HYDRANT ASSEMBLY
TEE OR TAPPING SLEEVE
CROSS
BLIND CAP
REDUCER
BORE CR❑SSING
ISO CALCULATIONS
01= 0.85
Cl = (1.5)((18(J3800) = 1667
C I = 1750
NFFI = (CI )(01 )([1.0+(0+0)1)
NFFI = (1750)(0.85)([1.0(0+0)] = 1487
NFFI = 1500
FIRE FLOW AVAILABLE TO BUILDING IS 2,000 GPM.
Know what's Blow.
lr before you dig.
MISS UTILITY DESIGN TICKET #**** & #****
CONTRACTOR SHALL CALL MISS UTILITY AT 811
PRIOR TO THE START OF CONSTRUCTION
CLUBHOUSE IS PART OF THE OVERALL
NORTH POINTE DEVELOPMENT WHICH
OBTAINED A 2009 VSMP GENERAL
PERMIT AND REISSUANCE OF A 2014
VSMP GENERAL PERMIT. AS SUCH THIS
PLAN HAS BEEN DESIGNED USING PART
IIC TECHNICAL CRITERIA OF THE VSMP
REGULATIONS. IN ADDITION, FUTURE
SECTIONS OF THE NORTH POINTE
DEVELOPMENT SHALL BE DESIGNED
UTILIZING THE PART IIC TECHNICAL
CRITERIA OF THE VSMP REGULATIONS AS
LONG AS VSMP PERMIT (VAR10C806)
REMAINS IN EFFECT, WHICH IF
REISSUANCE IS PERFORMED INCLUDES UP
TO TWO 5 YEAR PERMIT CYCLES AND AS
PER THE EMAIL CONFIRMATION FROM
JOHN ANDERSON ALBEMARLE COUNTY
ECONOMIC DEVELOPMENT DATED
NOVEMBER 12, 2015.
EROSION
CONTROL
ER❑SI❑N CONTROL DEVICES
AS PER VIRGINIA
ER❑SI❑N AND SEDIMENT CONTROL HANDBOOK
STD, & SPEC,
PCE
3,02
CONSTRUCTION ENTRANCE
SF
3,05
-X
SILT FENCE
IP
3,07
INLET PROTECTION
3,09
TEMPORARY DIVERSION DIKE
ST
3.13
M
TEMPORARY SEDIMENT TRAP
3 0
'
ROCK CHECK DAM
LIMITS OF CONSTRUCTION
TS
3.3
TEMPORARY SEEDING
ePS
3.3
PERMANENT SEEDING
MU
3.35
MULCHING
DC
3.39
DUST CONTROL
er
ISITE I
LOCATION MAP: 1 "=2,000'
C
ALBEMARLE COUNTY DEPARTMENT APPROVAL:
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING/ZONING
ENGINEER
INSPECTION
ARB
DEPARTMENT OF FIRE & RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
Q
INDEX TO SHEETS
DATE
7.v"LZ
SHEET #
LATEST
REVISION DATE
CONTENTS OF SHEET
C-1
01-21-2022
COVER SHEET
C-1A
06-08-2021
SPECIAL USE PERMIT AND ZMA PROFFERS
C-1 B
06-08-2021
PLAN LAYOUT
C-2
06-08-2021
EXISTING CONDITIONS & DEMOLITION PLAN
C-3
01-21-2022
SITE PLAN AND UTILITY LAYOUT
C-4
01-21-2022
GRADING PLAN
C-5
01-21-2022
HYDRAULICS
C-6
01-21-2022
PROFILES
C-7
06-08-2021
DETAILS
L1.00
01-21-2022
LANDSCAPE NOTES
L1.01
01-21-2022
LANDSCAPE LAYOUT PLAN
L1.02
01-21-2022
PLAY EQUIPMENT
L2.01
01-21-2022
LANDSCAPE PLANTING PLAN
L2.02
01-21-2022
PLANTING SCHEDULE AND CALCULATIONS
1 of 3
01-21-2022
NORTH POINTE CLUBHOUSE LIGHTING PLAN
2 of 3
01-21-2022
NORTH POINTE CLUBHOUSE LIGHTING PLAN
3 of 31
01-21-2022
1 NORTH POINTE CLUBHOUSE LIGHTING PLAN
T Submittal Yp e
Reviewed and Approved by the
Community Development Department
Date • 'Z-VZZ
File#�'' `S
jL--
Stgnature
milli
Q I 3
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v
0
rn
�aLT H 0�. ` c
O - v
BRIAN C. M CHELL v
Llc, No, 035724
0112112022 _,4 II
k-34100NAL ENG\ CL
2
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0
a°i
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GAREVISIONS
TE
ITEM
11
2J
2020
PER
COMMENTS
06
08
2021
PER
COMMENTS
10,10112021
PER
COMMENTS
0112112022
PER
COMMENTS
DATE
z
07-31-2020
SCALE
�
3
0
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
rn
v
DESIGNED BY
BCM / LEN
CHECKED BY
o
c
v
01
.v
PROJ.,#
20190267
°
SHEET *9
C - 1
fE
Bt�
COUNTYOFALUEMARLE
Department of community Development
401 M Mike Road, North Wine
k'b..a 0J,029it-593Z 14"Z-45% F-f434)M4126
December 4 20J 5
Val.de Lung
321 East Mally St Suite 400
Chairlolille VA n902
RE:
Lear Mat, 1�ora,
On Nov ember 11, 2015 the Board of Supery isors, tem� a,fion on yew Special Use Perm it application to to
modify coaditi.. req.iric;.. arched spart iag of Flat B..,,h and. Ch�pl. I & Section 303 crib.
Z.nirs Ondivarov on TMP� 03200OW002WO and 032000000023OU I. the RNanc. VnsuricL nre $pi.t
Use permit isu approved by are frouni's adoption of the artached reachition =it conditions.
Pl... b.. adriiti that although the Albemarle C ... ly Board ofS.pervimrs took .,I].. no (be
project ..red above, no .- .. the property as pp .... it above only Nnfully begin mitil .11
.pplicable.ppro,lils la... N.. ir,rd�tdi ..it ... ditions b... be'. met. Tills brdlates:
conapHatte. ok cluditio.. trike SPECUL USE PERMIT;
pp,..l fad p1huseeivith SITX PLAN; and
plurcreal .(.ZONING COMPLIANCE CLEARANCE.
Before b,sirmi.f; se, as allowed by this 4eci.1 rese permit or ify- h ticesticar,lailarding the ab
noted action. please contact fUtbecon Ragsdale at (434) 296-�&32 est. 3226,
01
avd
Ce: CWH Properties pnousbip
P 0 Boa 5526
Charlottesville Va 22905
RESOLUTION TO APPROVE
SP 301"3 NORTH POINTE AUDDLE ENTRANCE AM[ENDMENr
Namb,,,WREREAS, CWH Properties Limited liallnership, is the neand CTU Nfp .it Parcel
so
(132"AX-02000 Pacel
03200-00-00,02301) (rollcclilely� the "Ovmee' and d. "Pmpearty"�, and
WHEREAS. ZMA 2000-09 was approved on Aligunt 2,2006, spprvi.g the Nearer Pumbe
development, and SP 2007-03 — approved mul .. 6,2001, whieh H.- tire Owner to helL,,u , —
sovain croasi-g aithl. the floodplairt ofFla Branch Creek it thereby ealand N"Llsaid. Uylv. to serve
11b; orickil. crarnue. for the North return ourrearmily.
WILEREAS, if. 0.rrer filed . application fer,.peciel use pearcit In -and dro ocrulition, of
approval for SP 2007-03 Warodify conditions requidst an -hd apart culvert curasing QfFlid anurch C .. k
ra fl- two b- cul% and the Vrilioation I. identified a Spectid Us. Permit 2015-0c,003 Nine, Pointa,
faddic, Ecame. Amendment ("SP 2015-03'1; and
rja=d
mill to provide clinity, and to be cosistra vvith County C.& mir.,kcarami; and
WHERFrkt% car Nol.rnbar 11, 2015, the A)be-1. County Board of Surearviscea held a dly
-it" Public hilarisig on SP 2015-03.
NOW.THEREFORE, BE IT RESOLVED that, upon cormidcrationt oftle, fleiregoing, the staff
repont Ineparcd for SP 2015-03 and all ofiL, affachracrus, the irificaustrion preatated at the public heun&
18-33,11,th.AlbamukCictany
Bard.11s.pelvisers hort,byplarvieos SP 2015-03,..biaot be, beret.
b.lavv, a rattorlar aaecti.& held on
_"r I
Aye N.,,
Mr. Byd X
M. Dimusa X
Ms. AWIk y
M. MKcal Y
Ms. Pat."
W. Sheffield
Federal Elnergency Management Agent�v
D.C.
CERIIFIED.NIAIL
IN IMEPLYREUER JO:
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VA L1902
We uit P-141ol; �in, 14. C-11dill1re Letter OCM�p lCL(X%1R)
and Fl-d Role mV
CLOMR,pyk.o Direer.,
NEUPtion ofthe (FENIA) in PhrJA41phia,
plrnsyNanl� at (215) 9JI �3o, or il,c ("41X) tel
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Tos Site
A Federal Entiergeney Management Agency
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CONDITIONAL LETTER OF MAP REVISION
oOMMENTOOCUMENT
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COMMENT
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Federal Emergency Management Agency
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION
Mi. lk ffv,_-J 11. pwf 0. fl-ld S114 iris) 0 ir,'
SP-201540003 Nordt Pointe Middle Entrance Amendment Conditions
1. Prior in food fund plan approval, th. ppriceal shall obtain from the Faceal Emelienq Mam,Vmcat
Allenci, (FFJv1A) It conditional letter of map revision (CLOIVIR or CLOMA), and prior to food
tho affiliescut shaIl ob1mar from FF�NIA a led" of map revisiurt (LOIAR or LOWN)� In
accoplar"
addition, ". applicant than copy the County F�nflioeer .3 all correspiandem. vvitly FEMA.
2. The imilen und- NottlIside Drive than be in rionetal accord vith the aftbd droning filled "Nard,
I'Vinte SP Crossing of Flat Onmell' plepared by Toviucs Site EvesEncerinji; w ish . isrfery date o0mly
20, 2015, paga 2 of3 (the "Plart").To be to 34 accord vith the Plan, development shal nflcla the
son" at=. turstralloccom, and location ftbo ltU, Madirs,,aiiima tcore plue, which do no; comolot
with the elements above Rely be approved sublvot to that review and approval of are County Eilgincer.
31 prior to -loorilrilla approval of dra —4 plays and and sediment .." places fe, Nonle,id,
Drive, the applioalat Aall.blahi approval of. lad-p. plan by tire County's Design plarmer .4 the
TheLand .. poplanshoubultabo
complete, pl-infils; achvd.l. keyed to th. plan and deall tro,ide the foll.vving:
a, The --istinstree line Andra-posod oce line that viill —I.. thationits Ofel'.drigaml &J'Adirly,
and methods offro. Protection;
b. Provide an italurnat plicams, fradsod It. it shrub species and aii to compensate for
tocrovcd veSetation, and low-gravving plains to stabilim alopw in the areas of proposed
aUnfi-9 and Uft eanoval; and
C. Provide luV shade uwa on am north, and soutly side ol'Nordidtho Privuatim, din sidewalk
and space rvoered the are srlavlilk two and one-half (2y-) incl� caliper minimum at
,riathilt eds. finteerboort offloute 29 North.
4. Design, dlans.fthe ritaitirg "I" including colum. cap dcvign� pi. desiso, auar. apisah'and itruilar
dearI&A deatils shall be 51rovily my the mad plans and are subject to mycew and approval oftlo, C9uRy,a
Lka;&. PI_.
5. lf the use. structure, or aclivity for WhiCh this special use pexurit is ismed is not commenced by
N-verober 11, 2029, the permit shall be and the authority led theoe aabd� than
th—pon,
Federal Eniergeney INIanagement Agency
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION fCONTINUEO)
U.ifk REQUIRED FOR FOLLOMUP LOlbi
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Federal Emerge UCYL Management Agency
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY iNF0RMATiON (CONTINUEP)
at REQUIRED FUR
orroal pubWhed tl.,d ef
3601 5�40300
�Ioo. that he wle
1ha llood lwrd It aw, flood ie, b flood deplinSF I IA4
�YO kil 'f the 90-day appeal ped odw i U be WOW for hiO
peoqol appeal 6e 11.4 h'-d or
FiWeral Emergency Management Agency
20 11
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
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PbI1,v10Phi1PA 1910441$4
AMENDED AND RESTATED
PROFFER ST91'EMENT
Noirrif POINTE CHARLOTTXS VILLE, LLC
ORICINAL RE, ZONING APPLICATION; #ZMA-2000-009, SP -20V�42
ZMA 2013-0001 North Pointe Proffer Amendment
Tax Map 32 Parcels: 20, 20A, 20AI, 20A7,2OA3,191,23,23A, 23B, 23C, 23D, 23E, 23F,
23G, 23H, and 233.
Approximately 229 acres xoned Platrused Developmalut - Mixed Commerwal CIRDMe")
With respept to the property described in yawning application #ZMA-2000-09
and SP-2M-72 (the, "Ciriginall ZMAD, CWH Properties Limited Partnership is [be,, fee simple
owcof and North Pointo Cluirlottesville, LLC is the contract purchaser of Tax Map 32, Parcels
20,20A, 20A), 20A2,20A3 and 291 (the "Norilb Poiatta P(opicrty'), And Violet Hill Associatus,
L.L.C. i's the fais simple owner ofTax Map 32, Pareals 23, 23A, 23B, 23C, 23D, 23E, 23P, 2�%
23H and 23J (the "Violet Hill Property)). The rcilpeotive, parties Are rollectivcly referred to
herein as the 10wavir", which term shall include any successors in interest This North Palate
Property Arld,tht Violet Hill JIToperty Ariz referred to collectively as the "Proporty", all of which
is flit subject of zoning mail amendment application number ZMA 2013-OOC47 known as the
"ZMA Armanduryerl
Pursuant to Section 33.3 of the Allimiculle County Zoning Ordinance, Owner
hereby voluntary proffels; the conditions filled in this Amended and Restated Proffal Stauiolea%
which Shad be applied to t1w North Pointe Property if die ZMA Amendment is ap, )vcd by
pa
Albemarle County. Those conditions are proffered as part of file Z�41A Amendment and it is
agreed that: (1) the ZMA Amendment itself gives if% TO Ole need for the condidetriv and (2) Sault
conditions have a reasonable: rclation to the rezoning requested,
Tho Original ZMA, together with its assoclticcl proffers dated July 20, 2006 (the
'Original Proffer Slatement"), was approvW by the Albemarle County Board of SupetvNors on
August 2, 2006, and also inuluded Tax Map 3Z Parcel 22K (which purel 22K was at (lit: time
earn rised oftwo separate parcels 22H and 22X. wbich have sinalp beer) combined into a single
I p
parcel 22K) which is owned by Neighborhood Properties - NP, LLC (the "NciabborlItiod
Investment Proparly"), The changes reflected in (his ZMA Amendment shall not apply to the
Neighborhood investment PyoptTly. in all other respects, this ZMA Amendment amends end
restates said proffers hi their entirely and flue Amended and Restated Proffer Statement shall
rotate to the mold -page application plan entitled "North Pointe CominurrilyP, prepared by
Keeney & Co., Are-blitucisr as riavisOd through Julie 13, 2000 and attached beratto as Exhibit A
(the"Applicatlan Plan"), and the Albemarle County Code in affect as oftlia draoofthe Original
proffer Statement (the "County Carrie"). 'The North Pointe Community shall be refarried to M the
11 THIS SEc7JON INTENTIONALLY DELETED
11. ENTRANCE CORRIDOR
2.1 Creation of a 40yjtot Buffer jimle the Entrauce-Corridur. Within six (6)
months after the, acceptance by the Virginia Department of Transportation CWDOT� of the
Road haprovermaits as dofmod in Section 5.3 that arc. along the noythbound laries of U,S, Route
29, Owner Shrill plant and thalroaftfor maintain at all limits a larldsollpell buffer, including
y Owner. The bufflex will
hudger9wS, along the Entrance Corridor frontage parcels owned b,
consist of minilnum 40-fict wide continuous visual iandscao area that shall be subject to
Albemarle County Arulthecturall kevidw, Board �`ARR`j review arl4 approval (the "But I').
The Buffer may ba located partly on the Owiller's property and pard, yon VDOTpruporty. Inthe
he fature reduces any portion of the Buffer located on VDOT
event VDOT at -any time, in 1
property, the; Owner Shall winponsfam for suoth roduction by extending the Buffier on Owlier's
any in order to maintain a minhamn 40-fout Buffilf, even ifsoch compensation sba)i require
Prop
fliciambivid ofpa�kmg 4djac�cnt to suilb Buffer.
22 Apilestrarme uf..Storni WAicir anagement fSWM`l) Facilities. The, SWM
facilities Visible train The Entrimeo Corridor identified on the Application Plan (stornywaillor
manotgarient facilities 1, 2, and 10) Shad be shown art a plan and be, Subject to AIW review and
approval. SINM I shall be designed such that its 3hape, phiciunivrit, and land forin (groding)
transition between the mijacciat coroolvationarea and the adjact;ut harixi colgo of the parking lot
and buildings. The plan for SWM I shall be submitted to Oie ARB with the first AR.8
submission for Building 14 or 19 identified on Sheet 13 to the Application Plan (ISbact B"), or
any such building that is proposed to be located where Building 14 is lactated on $beat B
cast to tho forms of Section 3.2. SWM 2 shall have a more structured appectomec than
Pon
SWM 10 (sea below) and shall be designed such that its shaK placement, and land fault
(grading) transition hecen the adjouctit conservation area and the Adjacent hard edge of the
parking lot and buildings. TIR: plan far SWM 2 shall be submitted to the ARB with the first
d
'ARB submissical far any of Buildings 76 through 3 1. SWM IQ shall be desipla 'such that its
shape, placement, and land form (grading) are him6ral with the adjaccal conservation area. The
plan for SWM 10 ,W1 be subinittect to tho ARB at the time road plans are submitted to the
County and VDOT fair Nordiwest assage.
111. DENSITIES
3.1 TotsilBuilduilL I'he total numburoft1wolling units within the Project ahall not
exceed eight hundred nityety-three (�93). Subject to Sctioo 3.2 the building footprints and gross
floor areas of commercial, office, and other uses, and III-, bodIng fibutprinis of lifidelf shall not
eaccod theist Set forth in the Land Use Breakdown Table on Sheet A to the Appli�atioo Plan
3.2 Ljnjited Adiustatents to the Elements ofthe Application Plan, The gross floor
area of the buildings used for conammircial, office, other uses, and hotels shavil on Sheet A may
be adjusted within a range of up to ten parcent (10%), provided that the maxiinum gross floor
aeach cAtcgory of a= Shown an Bhod A is not exceafled, The fooftirinta ofBitildings; 6,
14 and 36 as shown an Shod A on be Notwithstanding the terms efdais Section
3.2 to the contrary, Building; 14 shall not initially exceed 88,500 Square feet, provided, however.
, of Occupancy for Building 14,
that *arux two years following the issuance. of the twilificate
en rn(I ov.), And if Building 14 is
Building 14 may bei adjusted within a range of up to t
too"- in the I any such expansion shall be located to the east so that
ocadon shown oil Sheol B,
ilia additional spalco is located along North Pointe Boralovard, N61midurtainling the forma of this
-y, but subject to the Provisions Of Section 8-1, the County inay,
Section 3.2 to the contrat
authorize Building 21 as shown oil Sheet A to be adjusted by more than ten percent (10%).
IV. gropiWATER MANAGENJENT AND STREAMBED CONSERVATION
4,J &09111.1114. Too area of the [00-ym flood plain within the Project ahall remain
undisturbed except for read cm,
rosizings, and pedestrian
sships public utility facilities and their v
and hiking trails, and only to the extent suuh exceptions are ptimitted by County Ordinances and
ra y Rod prepare the
.guladon, Upon the request of the county, owner shall provide A surve
necessary docomegaidon, and dedicate the laud within such flood plain to the County.
ticeS
42 Plan, Tills mariagamunt pig
le
('11IMP") plan for like Pluj�ot shall be pretiored, cold all sitoonwattir manaScriteill; f4pilitles for th
charge from
Project shall be designed and constructed, to accommodate all clarrent storaiwAter dis
Tax Map Parcel 032AO-02-00-Go400 (Nortlywoods Mobile Home Fail Development) and fivinn
le o4boing developments on the riarthicast and northwwt comers off'roffit Road and U.S.Ruolte
29, spl,%ifically the following parcels shown oil the curicio Albemarle County Edx maps: lux Mop
lap 32A,VaxpVIs 2-1, 2-IA,2-IAI.2-13, 2-IC and 2-ID.
3" parcels 38, 39A, 39, und 39A; tax it
I
'rho StommitAttir maltag=1011 rarity
I facilities Shall mItigsm far storyawater quality and V
Impacts, or the Steralwatiex generated both within the Project and for such existing oftsim
conditions as described herein, as though the entire uundiumt Dfhe drainage area is
doyalvpuld Woodall site: and is being developed to the, existing off -site condidoryu and the
an on
liters shall Comprise d minimum of thirty-three and
proposed un-sim conditions. in addition, 1yof
on-Urd puiularit (33 113%) of tile total required payking, lot landscaped areas within the
iot oil Shopt 0 of the
oilof the Project, as such Commercial Area i3 deline
Application Plan (Shedi 0").
4.3 Erosion and Sediment Coot
(a) The
owner Shift. to the ,ryaplimum iaxterit practicable, pruyido oil
cod 5laic and Local
additional appropriate erosion and sedintern control maasont* that eu n ax mum
minififurn standards. Ir that is a disfigreernetiL regarding the Standard of - I I
Conservation and Recreation Will be
eenpracticable" is, satisflpd� tire Virginia Department of
provided an opportunity ill rlavitnN and advise: on Such question.
The Owner W thc
(b) posa-cfuli �01, t
imiximum kiXtem pria -mstrucli,
dicable, provide post n stnowater BMN that arc designed to
I rate of 3()Iy. as published by the Center for
achieve an average annual srdimeri
Protection in Article 64 of"Ille Practice of Wptursinxi V-p(ectio (2000 edition).
blartatall bioNtelulon fiffers and wat retention
will include, but Are not limited
Streall, Baffer jind Restoration. Upon tht commencement of the applicable
4.4 ty and provide the County with a copy of any
comment pariDdl the Owner shall notify the Coul sun disturbarical. In
to die U,S, Army Corps of Engineers and/or DEQ for any Site,
additioril ifuvcmary, after first lookin on-sim for rilltigstion opportunities available W satisfy
the parolittiop, process, the Owner Shall contact the County for a list of off -site Opportunities
within Albemarle County for such mitigation, and shall look far such mitigation Opportunities
off -site.
V. TIUNSFORTATJON
5,1 Internal Street Construction _Stundards. Public strepts, whiph in any event
Shall include at least Leake Road, North Pointe Boulevard, Northiside Drive- East. and Northwest
passage, spall be (I) coustautad in accord with the illustrative urban design cross aptdons shown
on Shout D-1 to the Application Plan ("Slimt D-l") and also inccordance with VDOT design
standards pursuant to detailed plans agreed to between OwneT slid VDOT, and (ii) dedicated for
public and Offered for acceptance into tilt: tate hjgbway� system Trees (with a maximum
ase,
spacing of fifty pll) feet), landsuillying and sidewalks as Shown on Sheet D-1 W1 be installed
A VDOT or
and maintained by the Owner in Accovidurycle with County or VDOT standards, miles
theCqualyffigmigy,
Fit
lodIg of Completion L . 0
5.2 T, or Internal Street4. f
nactup,moy, owner $hall complete that segment of an internal street as s1bown on Sh"et D-I
within theProject which serves the building or residence far -which A Quatificato, of occupancy is
sought with at terlif the stuar base and all but the final layer otplarit-inix asipholL The filial 13Yer
of plant-folix asphalt shall be Installed Within one (1) yea following the issuance of the first
cerdficuto of occupancy for a building Or residence Served by the affected Street segment.
5.3 a���R royam4w 3� owner shall design and construct all of the. road
referenced in Sections 5.11(a), 5,3.1(b) and 5.3 I(c) below, w icb arc also shown
h
ad "Extanial
on Shed D-I to the Application Pip and on Shulat E to the Application Plan entill
(,,Sbeel E") (collectively, life "Road Improvements"), unless such
Ruud Iroproverneut Plan"
Road Improvements are first constructed or boricied by others, The various phases of the Rudd
Improvements arc also show,, far purposes on A cator-codiad copy or steel B. that is
attached herelt) an exhibit 13. Owner shalt dadiciam to public use any required right-of-way that it
now or hereafter owns in fee simple. Fur purposes of this SmOun 53, the use of the term "tend"
as it applic5 to Interval street$ 511�11 also have tile same flicaning as the word ein t1w
Albemarle County Subdivision Ordinance (Chapter 14 of the Albemarle County,Codc) where
Applicable.
5,11 Design and Phasing All Road lmprovamcut� Strait be designed slid phased as
Design. The Read shall be,.khown on detailed road plans satiuf]yivg
faalarl!3; which shall be Eablinitted by ibi; Own" for review and, when
VDOT sign st
satisfactory, approved by VWf and the County (except for the Road Improventerits to U.3.
Route 29, which aball be subject only to VDOT approval) (hereinafter, the "Approved FQad
Place). Thia Approved Road Plans shall show the width and hatilth (except its specified in
SecdQas and (v) and Section 51.11(b)'(1)(1))l location, type of Section, and
gcornititrim or all layne improvements as required by VDOT design Standards. All Of the Road
Imprevvinualls shelf be constructed in compliance with the Approved Read Plants. The Road
Improvements to U.S. Route 29 shall he basiod on the then -current VDOT design speed and
requirements.. Notwithstanding the provisions of this paragraph to (116 contrary, in
the event that the, imcmal residential street designs as show-) on Sbeat -0-1 are no! accepted by
VDOT, the Owner $hall submit daifiled road construction plans for such Streets to the County for
lavlaw and, when Satisfactory, approval. suoJect also to the County's approval of private streau
under theSubdivishin Ordinance (Ch. 14 oftheAllicinarle CouutyCuds)�
Phasing. Ths, Road Improvements shall be constructed and completed in three
phasos asset forth below:
(a) Phoat I Read fraprovemeng. Prior to approval of the first commercial
Shad obtain all associated permits and post
subdiVisliets plat or Site plan within the Project, Ow
all associated bonds required for file construbuflunitorf the following (collectively, the 'These I
Road Improvements");
(1) Southeillmost F
_p1lance on U.S. Rogt�
(I) U,S. Route 29 Soudibound — correction of Out veltdcall
curvallocity flicroadwayjast nvrtb vfthr entrance.
Cii) U.S. Room 29 Southbound --construction of a cordinuous
12 foo( Wide flyroUgh lane (Wn Shoulders Or giant tail as required by VD(YI]l starting at a point
that is 1000 fed north ofthe southernmost alliranota and tatending south to Airport Road.
- construction of dual left turn
(W) U.S, Route 29 Southbound
fears ith taper at the crossover.
(jv) U.S. Route 29 Soutuboutid - construction ofrigJyI turn lano
with taller to serve northernmost crurramet: to SH 15 15 -
(v) U3. Room 29 Northbound - construction of a continuous
be . xical rig
12 fool wide through hme (ividl stouldur; or guard rail as may required by VDOT) e III
frorn Proffil (Airport) Road (Route 649) to the Northwest Passage entrance.
(vi) U.S. Room 29 Northbound - construction of a right hand
turn Ism, at the Southommost entrance, The geometries of which Will be subjuct (a VDUF
approval,
(vii) U.S. Route 29 Northbound - constriaction of left turn lane
with toper into SR 15) 5.
(viii) SR 1515 Bastbound - coutractlory and/or lostriping to
provide left turn lano with taper,
(ix) Installation of a traffic signal with 8 phase timing, video
dc(pution and associated intersection improvements at the intersection with U.S. Route 29.
(x) . Clozo msting crossover at U.S, Rom -29 and
Southernmost Entrance to SR 1515.
(xi) Proposed Entrance Road between North Pointe Boullevard
am U.S. ROIRC29,
(2) North FoW� flogl6ai, Leake Road and Proffit Rnadr
(1) LcAc Road and North, Pointe Bouloytird, in accordance
with the dusign cium
-sections, shown on Sheet D- 1. from Proffit Road to either Noditside Driye,
East or, if Norfiiqldt: Drive East has not yet becri constructed to the roundabout at North Pointe
Boulovard, North Polinta Boulevar
If shall be extended to Northwest Passage. Thu Owner shall
provide a fifty (50) foot public light -of -way, along Leac Road and !that] construct a two-lane
public Street to be accepted by VDOT and as much of the other improvermorts shown on the
crosa-sectiona as possible within the availalile tight -of -way as reasonably determinad by the
County Engineer.
(ii) Thu iiiioulaboul, or such other improvelarctib us may be
a R,
approved by VDOT nd the County, at the intersection, of Lellk oad and Proffit Road sho
on Sheet B and an additional westbutind light turn here on Proffit Road from Lesko Road to U.S,
red far the off�
Route 29 as shown on Shoat E ]it addition, for property acquisition that is rcolui
site public right-uPway, for oQnstruution of the improvements required by this Setion
thc� Owner shall make a cash contribution or provides a letter of credit in is form
approved by the County Attorney for such purpose in the amount as dagined necessary far the
property acquisition by the Countly Attorney, provided that such amount shall not execeil orle,
hundrcil fifty pe%cm (150%) of the County's fair market value appraisal prepared for acquisition
and condemnation purposes. The easily contribution r tailor of credit daicribed in this Section
*The total cok
5.3. 1 1) shad 'no Iond to pay fur Ill a total cost of the ligly I of way acti uisiti oil.
oi'tha tight ofway acquisition for the off-sitepropery' neCc3sArY 10 construct the
required by this Section 5.33(a)(2 (it) shall include the nrmal cum associated with acquiring
land, buildings, simulates, castrinents 'old other authorized interests by condemnation or by
pUrall3e iliplUdiDg, but net limited to, land acquisition, tryginuoring, suiniltyingl and teaslynable
attorneys fees. The cash conixibtiou or the letter of credit shall be provided by the Owner
within thirty (30) days upon mlucat by the County. If the property is acquired by purchase, the
contribution far the purchase price -.hill) not exceed one hundred fit[ percent �150%) of U
�y to
County's fair market value appraisal prepared far condemnation purposes without the consent of
theowrley� I Way at ornributid,
fthC COSt Ofth0light Of qUiSiliOn exceeds the. amount previously r
thea the Owner shall reimburse the County all uch excess costs within dirty (30) days upon
request by the County. The County Snail refund to the Owner all excess contributions uppyl
completion oftbe ]slid aelloisition.
(ill) Intentionally Ontitt'd
An additional through lane castbound oil Pruffif Road 5vto
(iV)
U'S. ROUm29 to the roundabout at the intersection ofLakc ROM and Freffit Road. In addition,
for property acquisition that is required for the OffsitePublla right-Of-wity for construQ6941ofthe
lonproverfulnu required by this Section 5.3.l(aX2)(IV), the Owner "I make a eash critribulion
or provide a letter ofcradit in a form approved by the CottrityAttimatly fbr such purpose in the
amount as downed nocclisaxy for the. propurty, acquisition by the County Attorney, provided that
such funountaball not exceed one hundred flitpereent (150PA) offla: County's fisirmarkat value
It and condemnation purpuses. The cash contribution or letter of
appimisa) prepared for acquisido
credit described in this Section 5.3, I(a)(2XIY) SUB he used to pay for the total c(Mt ofthe right of
put It
way floquUtion, The WW past Of the right Of Way acquisition for the Off -Sit" Pro y occlisory
to earistrurt. the improvemantis required by this Suction, !0. 1 (q)(2)(iy) shall include the normal
posial artAcebred with acquiring lend, buildings. structures. cascificans: und othier authorized
condpirimitiou Or by purchase, hycludinil� but not limited tor, land acquisition,
interests by
engineering, survayin& and reasonable attryincyll fees. 7be cash contribution or th letter of
owner within thirty (30) days upon rollumt by the County. IfIbia
credit shall be provided by Ole
properly is acquired by prchase, the. cluntribution for the piIi-clusen; priou shall not exceed one
ey, percent (15Q!/D) of the County's fair market Value appresad prepared for
hundred fu nt of the Owner. If the cost of the light of way
condemnation purposes without 1115 calue;
acquisition exceeds th, amount previously upwributed, then the Owner Shall reimburse the
County all such excess costs vvithin thirty (30) days upon request by the County. 'the county
shelf reltrad to the Owner all a-.koess, contributionspoia corripledon Qftho land Acquisition.
Ehlise I Bond Improvements. Within fifecri (15) months
Completion at th�
after the of the first building partedt for a commercial building within the lands subject
Ry the first camnurcial subdivision plat or site plan within the Project, or prior to the issuance of
a certificate of occupancy for Such building, whichever is carli , all of,the Phase I Road
all be accepted by VDOT for ppblic usa or bonded fey VDOT's acceplame if
Improvements sh
such Road Improycmaills an a primary highwayr of Recopied by VDOT for public use Or bonded
to the County far VDOT`s acceptance I f such Road Improvempals are a Becculthary bighw, ay�
(b.) Phase 11 Road Improvements Prior to approval otthe fir3t site plan that
ca as shown on Shod A
would authorize die aggregate commercial, Office and hotel gross fluor at
within the project to exceed two hundred ninety Ihousand (290,000) square fact, Owner $hall
ion of all,
obtain all associated permits and post all associated bonds required for the construct
following (collectively, the "Phase 11 Road Improvements"):
(1) Middl EntrailLce oil U.S. R110; 29 Wortlyside Drive EssUS
i�m
(I) U,S. Room 29 Southbumid of a continuous
or guard rail as may be required by VDOT) Starting at
12 foot wide durryugly lane (with shoulduts
a point that Is 1000 fect north of tho Middle Emnaloo and untlanding to the point where it
ucturitnsufaryl to Section
connects ith the portion oftho lane conair
(it) U,S. Rople 29 Smithbound - construction of dUal left turn
lanes with taper.
(iii) u.S, Route 29 Soudibriond - construction of, a right Will
lane with taper,
OV) U�S. Route 29 Northbound - construction of 4 riot blind
turn lane at the Middle Entrance, dale geometric$ ofwhich ivill be subject to VDOT approval,
(v) U.S. Rout- 29 Northbound - construction of left turn lane
with taper.
(vi) SR 1570 Eastbomid - constructioto of or testriping oflanes
(Vil) Entrance road WcAbound - installation of a traffic iignal
with phaso liminE, video defoxtion and associated inferseclion improvements on U.S. Routp2%
(viii) Existing crossover at Cyprllss� Drive - construction to close
the crossover.
Frontage load from Cypress Drive to SR 1570 -
(IX
construathyn or a puble Street to serve properties currently accessing U.S, Route 29 through
Cypress Dr
um 29 and North Pini
(2) NoTtlyside Drive East between U.S. Ro,
shown on Shect D-1.
Boulevaid as
Cutopletion of the Phase 11 Road Improvements, Within (15) months
after the issuancia of the first building pnuit for a building within the lands subject to the first
skilodivishm plat or site plan That would authorize tilt: aggregate commercial, afflicts and hotel
gross floor area as shown on Shoot A within the Project to cytoted two hundred ninely thousand
jior to the imance Ufa vortifical, ofoavupnuy for any building that
(2,90,000) square fem, or p
causes such gross floor area to exceed two litirldrod ninety thousand (290,000) squRrefitizi,
accepted by VDCT for
whichever Is earlier, all of die Phage 11 Road Iniptavei cots ha
n a
ad 11 at a a primary
public use or bonded for VDOT'3 acceptance if Ra I rovelile a To
high*kry, or accepted by V�OOT, for pubile ust: or bonded to the Cwtuity for VDOTis acceptance
ifsuch Road Improvements art a sewittlary highway.
(c) Ph4se III Road Initirriements Prior In the earliest of'* (i) the approval
Of the first Subdivision plat or site plan that woulif Authorize the uggyvgata number of dwelling
units within the Project to exceed five hundred Otirty-fluce (333h (it) the approval of a
subdivision plat or site plan for tiny development or the Neighborhood favastment Property or
any portion thereof; or (III) the five (5) year anniversary of the ditto of issuunce of the firist
certificate or occupancy rr H building, or prernises within [he Project, Owner !;hall btain all
associated permits and post all assuciated builds fc(Luiled for the construction of the following
road Improvements (001feCtiVel the "Phase III Road Improvements") to the extent arly such
Y.
road improvements have not already been completed:
(1) kjq�nuaost Entrance (opposite Lewis & Clark Drive) for U.S.
Roqip29i
(I) U.S. Route; 29 Southboarld — commotion of lefl: turn hinte,
with laper,
(if) Northwest Passaga from U.& Room 29 to North Pointe
Boulevard.
(Iii) U�S. Route, 29 Northbound — rousinurtitin of a fight hand
turn lanci the goinnettics Ofwbicll Will be subject to VD(yfRPPTOvaLL
cly) 1171101: already constructed, North Pointe Boulevard between
Noldigide Drive East andliforthwest Pasaagei
(y) If the traffir AJ&aal to be constructed by others is in pliset;
prior to owner commencing work on thivt Northernmost Entrance, aral such traffic signal. only
iticifults three lugs, owner shall add the fourth IcS to the signal, which shall include additional
- sic's Use
must arms, signal heads and arteillary equipment necessary to support Northwest Pass
of the intersection. as datermiticd by VDOT, If =6 traffic signal is not in plwe and the
vehicular traffic generated by the Project calim the VDOT sipalwarmilts to be metta and VDOT
requires that a traffilip t4gad be installed as a condition ofthe entrance permit, Ovicucr she]] install
&uDh traffic signal.
flor
C2) Notwithstanding any other proAskya contained in this Pro
Sjyyaynleu� withirl one hundred eighty (180) days after written notice from the County that it
intends tu build an elementary School on dia School Lot (as "School Lpr is defined in Section
9.1), the owner hall submit road plans far ale calustructiory of Northwest Passage from North
Pointe Boulevard to U3. Route 29 to vDorr and to the County for review, and whon
sinhitamicry, approval, rurthrmlisrc� within twelve (12) mourbs after. Issuance, of tbc building
permit for construction of the ritmentary school, and if not already completed, Ovillur will
agroplem (i) Northwest Passage from -North Pointo Boulevard to. U,S. Runic 29, (Ji) the
Improvements wt forth in Section abovor and (iii) North Palate Boulevard train
Northilido Drive East to Northwest Passagc� To allow the development of rho School Lot, the
IT caress es
Owner Shelf grant all temporary CaFXITIV1315 us noodsSATY to all W ingress And for "llic'
and equipment grading, file instralvidoll and maintenance of and sediment
Quintel structures at measure-, and any other Associated utfustraction casements, as -such
temporary casefirems arc shown on the subdivisicia plat or site plan for the School Lot and
Irl.Atuallyapeedifibyti�eovj=und the deydoper ofthe Sclubill LiA
ComplellUiLof-the b I Road in, rovennints. Within twelve (12) months
after the accutWo-a—ce ofthe applicble; event in Section 5.3.1le) which required the Owner icy
obtain all associated permits, and post Ad associated bonds requirod for 1hu collstraction of the
Phase III Road Improvements, all of the Phase III read improvements 8111111. be accepted by
VDOT for public use or banded for VDOT's acceptance if Such Read Improvements are a
'm biolway, or acgepted by VDOT for public use or banded to the County for VDOT's
Pry. ary
�aqccptamtl . I'sucil Road Improvements are a secondary highway.
5,12 tIpOnToquumA by theCoutity, Owner shall make a ussficontribUtion to the County
or OOT for the cost ofa cable or wireless radio system that will link one or more ofthe signals
between Lewis and Clark Drive and Alipliq Road; provided, however, that the total cash
contribution shall not, exceed thirty-filve thousand doll= (M,000). Subject to million at foroo
majenie, if the Couniy does not request the funds, or does request te funds but the: cornsitruction
of the system does not begin by the later of Decurabes 31, 20 10 or Oirco (3) ypars, after
completion ofall ofth. Road 2aid funds shall be refunded to the Owner.
5.3.3 Prior to dic approval ofphms forimprovements at any U.S, Route 29 intgnectiorl,
Owner Shall proide VDOT traffic Signal network timing plans that VDOT finds acceptably
Address the impacts of the proposed traffic signals for peak traffic *ads,
ITHIS PROMP HAS
53.4 Reeirtual Tranipprtat on Stud 4 Ca
BEEN SATISFIED. Upon request by the County, Owner shall makd a cash contribution of one
hundred thousand dollars (W0,000) to dic; Cunty for tho ptlypostas of fundiag �a regiorlid
transportation study for the Route 29 corliffor', which Includes the South Fork and North Fork of
the Rivilaria River. and the Bollynicad Growth Area of whic North Pointe is a parl. The
contribution shall be made within thirty (30) days after requested by the County anytime aftor the
isapip;oycd. IfIfit) request is not Inadc Within one (1) year zftw thedilitoofoppruvid of
site plan for the first commercial building within the Project, this proffer shall
he firSt
becomr, null and void. If spoh cash contribution is not expanded for the, stated purpose within
thres, (3) years from the date the fruits Nvete contributied-to the Cuunty� all unexpeoded funds
siiall be, Tolerated to the Ckw�nor.
VJ, OPEN SPACE AREAS AND GREENWAY
6.1 Pedestrian Pathway . All pedestrian pathways shall be classified as shown on
-he Pedicst0go Path�Nitiy Key On Shoat 6 and, except Jor the pathwaw to be constructed by the
county, 5W W -flown or. the subdivision plat or site plan for the underlying or adjacent lands
within the project. '11 pathways Shelf be uoinsiracted by Owner as Class A or Class B trails as
identified on Ubtict (3, and in accordance With the appiticable design and construction standard in
the County's Design �iandbvtls Manual. Stich con5trurtion. shall be in conjunction. with the
improvements far the Subdivision plat or situ plan, as the We may be, and bundled with the
streeti if the pathays arc it subdivision Improement, or with a performance bond If the
puthways are a site plan improvement. The pathway fillown On Shrect G along Flat Bianch north
and south of Norlbside Drive East Shelf not continua thrmipli a QuIverl ifa cAliviart. is used for the
Strom zluiisiog. The pathway intended far the culvert between Park E and Park F under North
Pointe Boulevard shall conform to the a pil able standards in VDOT's 'Subdivision Street
p �c
Guidance' and Owner shall maintain dia pathway if it is; not accepted by VDOT for
maintenance.
like. Upon mortat by the County, Owner shall redicam tithe County tholuke,
6,2 uke .
shown on the Applivation Plan for public user provided that Such lake will be available for Use by
Owner for stormwatcr inamagewent as dascribed in Shout C to the Application Plan entitled
"StoorrawatcrManagmacm and Stream Colivitrvation Plan" ("Shittat C").
VIL TWS SECTION INTENTIONALLY DELETED
S PROFFERS
VB1, PUBLIC INFRASTRUCTURE AND FACILITIF
8.1 Branch Librar
(a) Upon request by the Cmyrity� Owliff shall dedicate to die county the foe
simple interest in the land shown on Slice sisting of a 15,000 aquaria foot fully
t 8 43 a library. con
graded pad riter with utilities, to cleporrafrodom a 12,300 square toot building fbotprint, a fivp
foot perimeter qtrl and up to a 25,000 square foot building, together with a nonexplosive
IT
easerriont to the adjacent clummil arca for ingress, egrassl construction staging and sufficiat
County Code required parking, storrylieter dc4cladon and water quality facilities for the location
of a Jciferatia-Madisen Regional Library go early other uses that are compatible
as determined by The County (die "Library Lot").
with the proposed suryouriding uses,
NotwithstarAling (he terms ufthe prieT *comfica to the contrary, ifthe requirements for the library
building requirc. a larger building footprint, the. County may authorize the library building
footprint to be larger than as fifirmill in the prior semence, provided, however, Lliat the size oftht
area shown as Park W, on Sheet B ("Part 111). and/or the size of the, ajacent puking area
iturradiallely north of the Libzary Lot on Shout 13 �lhe "Library Parking Lae') shall be adjusted
accordingly to accomayodate such larger bly[bling to hyt. The Owner shall not be responsible
tpn
far any utility lap fees, but Owner shall complete conSiniction of the Library Parking Lot and
other parking areas serving the Library Lot. 'rho Owner shall permit the County to use the
Library Parking Lot and/or, if not already coll8tonoted, Park H, for Purpose$ Of 001'soactiOn
County that it intends to begin
stright& Within twelve (12) alonths after written notice frout the
construction of the library, the Owner shall make the access roads and the area of tho Library
Parking Lot available with at least a fair inob complicated Store: base for use as access and
ren3truction attlgbig� Such street access serving the Library Lot and the Library Parking Lot
shell be c(auploted and available rot use oo later than tell 00) months littler issuance of the
,It in areas used for
building permit for the fibrur I y, provided, hoWttvcy, that ;y2pholt payerre:
construction staging by the County shalt fail tyu required to he installed until thirty (30) days (or
necessary due to weather conditions) after the County has
such longer rualsonxilic (line as Truly be
remoed its con2truelloo-rchoad mato"N and equipment. Upoll the toques( offlie County, Park
11 shall also be dedicated to public use, but die Owner shut) not bu respolutilolz for maintaining
it Ourr
such park. Owner 2hall be responsible for maintenance of tile Library Porkizir, Lot an a
parking spamq serving the Library Lot and the County shall have iw obligation Ili be a trituriber
The County's iquetl for dedication of the land for the Library Lot
Of soy Owner's
and Puk 11 shall be tirade within three (3) years following ilia later to occur of (j) issuance ortlic
first residential building permit within the pffijay�t (�i) Owner's completion Or tire infrastructure
(including but not limited It, stroeis, water, stywer, electric, gas) nquiraill for the use of the
Library Lot, or (III) December 31,2016 (which December 31,2016 deadline may be extended by
written mutual sigyperriant of the Owner und the County). Its request for Stich dedication is not
rustic within three (3) years following the later ofthesis aa(cs, this proiTer will be null and voi&
the library building
(b) Green oo In the event that 144 lequircrylants for
rquire a larger building lomprint, and the County elects to authorize the libru" building
foftiritit to be larger flum 14500 liquare fcd pursuant to section 8. I(a) above, and in the further
owactiship for it portion of the larger building, Owner
event that the building is developed as a condominum and the County requests fix Owner to
Shall a_,cept siych ow nership ut a
reasonable y6ro upon which the parties may mutually agree, and shall contribute to die County,
ofthe portion offiRe library building owned by
oil a pro rte basis based on the proper zo
V
the Owner reledi * to the size of the library build g as a whole, the cost of designing'And
ch building, Theic posts may hiplude, ifilesitad by the County, installation of a
constructing so
and Any additional expenses associated with mciurrally reinforcing the roof a!;
necostary to support the grew roof, Wain tell (101 days after receipt of a request fbr payment
by tho County that is accompanied by documentation toQppott. the progress payment amount as
payload in the construction contract, the. Owner shall submit Bull% payments to the County.
Alternatively, in the event thii County clods to design the library building as a Leadership in
Energy and Envirouracnild, Design C�LEEIYI) bildli1g, the Owner sball contribute, to the County,
Trild, basis based on the proportional Size of tho portion, of the library building owned by
on a pig
nary build! as 4 wholta, the additional costs of
flit Owner relative to the size of the fib Ag
uanstructing (be library building to obtain LEED wrtificall" for the building Within ten (10)
days after receipt ofa request for payment by the County that is acomptimed by documentation
to support th.c progress payment amount as pricividDil, in the construction contract, the Owner shall
or iterist utilized to
Submit such paympts to the County. The design of the green loof, gia or
obtain the LEED owification, as appliable, 3ball be in the County's discicfion�
8.2 Affordbiblellousing. Subject to the terms andcundRions of this Section
82, the Owner shall provide a minhimin of forty (40) "for -sale' residential dwelling units as
on at dwelling units as
affordable dwelling units, a minimum of sWy-six (66) "for -rent" resold 6
Hease Units (RS CmyTiryp�p House
affordable f1wollifig units, and a adaintum of four (4) Carriage
Units are 4efintd in Section 9.2(d)), The forty (40) "for-sam" midamiul flweWng units shall be
voopliself orthe Following types ofdwulling units: twelve (p from multi-tarally, twelve (12)
treat "other' (turisistilig of townhouses, duplexes, attached haoshq� condominiums in the
cuilariercial areas laid other unidentified housing typesX and sixteen (16) from single family
detached, cacti at the sale prices aad under the lermis and conditions set forth in this Section 8.2,
The Owner shall convey the responsibility of constructing the affordable units to thesubjsNuent
owners oflots within tho Property.
(a) multi-Fami v and 'Other" For -Sale Affordable I)Rits. For Triulti-firmily
and "othue, affordable ifvelling units within the Property, such affordable. units shall be
asailold5 will, incomes lc8s than elglyty percent oftlic area meditto family
g1ford4ble to ho'
income (the "Affordable Unit Qaalil�ing Inconia"), �h that tha housing costs consisting of
principal, real estate taxes and homenwriers insurance (PITI) do not exceed thridy
percent (30%) of the Affordable Unit Qualifying Income, provided, however, that in no: everit
Shall ilie. selling price of such affordable unlitis be less than the greater of One Hundred Ninety
Thousand Four Hundred Dollars ($190,400) or sLxly-fiYe percent (65%) of the applicable
i 0 home
Virginia Housing Dovolopmolif Actilority! ("VHDA") maximum mortgage for Inat-t in
buyaTS at I the beginning of the 90-d ay Identification and qualification period reforencod fit
Section 82(0.
(b) Singigg Fand y Detached -Sale Affordable, Units ("Moderakly-Priced
Units"). For singlc family delachad for-liult offlurdable unit s. widifty the property
Priced Unite% such Modurately-Priovd Units shall W Affordable. to households with incomes
Im than one hundred twenty percent (12011c) of the =a median family income (the
"Modexamly-Priced Unit QualifYing Income'll Such that the flowing costs consisting of'PITI 40
at
not oxcood thirty Percent Qo%) of the Mod maly-priiced Unit Qualifying Income, provided,
however, that in no event shall the selling price of Such Moderatoly-priced Units be required to
be less than the greater ofTwo Hundred Thirty Eight Thousand Dollars ($238,000) or eighty
perotant py/g) of Ole applicable VEDA maximino inortgaga for filat-time home buyers at the
beginning oftha 90-dayidotificathm and qualificuOuti period referenced in Section 82(f).
(c) ltar-Agt Affordable Uni For a period of five; (5) years following the data
the corlificate ofacoupancir is issued by the County for each for -lout affordable unit, or luntil the
units are sold as low or moderate post units qualifying as Soot under either the Virginia Housing
and Urban Development,
Deyelopualut Authority, Farmers Home Administration, of Housing
Umloo $, whichever points first (flit "Affierdabile Torm"). such Units And be rented to
households with itaximea to= than the Affillrdable Unit Quoit ng Income. No for -rent
fyi
Affordable unit may be counted more than micia towards the number of for -rent affordable
dwelling units rquirail by this Section 9.2.
(i) Conveyance offlit, All deeds conveying any Interest in the for -
rent aFordbible units during the AlTurdable Term shelf contain larl9w9c rclitl'13 that such Owl is
subject to the terms oftbb SectIon. 8,2(a), in addition, all contracts pertaining In, it conveyance Of
any fay -runt affordable, unit, or any part thereof, duning the Affbidalill: Toym, shall contain a
complete and full olhiqlosuro.of Cho roshripti= and controls established by this Section 8.2(c).
Prior to the conveyance of any Intel est in any for -Tent affordalble unit during the Affordable
Term, the then-curricht, owner AM] notify the County in writing ofthe conveyaricu. and provide
the name, address and telephone: number of the potential grantee, and state, that the requirunicala
ofthis Scutfiln, have been saligied.
(ii), Annual Roulliti During flit: Affordable Tom and ithin ninely
(9U) days fiallowhip, the end of each calendar year, the flicti-evirent owner stall provide to the
Albemarle County Housing Office a ccitified annual report ofall foll-reat affordable Units fir the
imm r in a fibyrn And substance reasonably aQceptable to the. County
edfatialy precedling Yeaall federal, State mid local housi law'
Housing Office, Subject to g as and upon reasonable notice
during [he Afflardable Tom, the therb-current Owner Shad make available to tile County at the
ris, copies uFrautall or lease or
than-purrent Own,113 icrultitt4 if rcquested, any repa, ri fro C
other data pertaining to rental rates as 010 County may TittAOnablY a it
(d) Carrillitut House Un � Carriage House Units Shall meet the.requitriements
for a Single family dwelling as defined in thS.Vil'Billill Unilban Statewide Building Code, sb411
be on the Saint parcel as the primafy dwelling unit to whh;ht is accessory, mall shall not be
iulldivided from the primary residence V'Carriage House Units"). The sobdivision
sball be included on (be plat ctefAing such parcels and be incorporated into each deed convoyin I g
title to such parcels.
(a) Each subdivision plat and Site plan fur land within the Property which
includes affordablo units (which, for this Section 81(o) 5141 irtaludla Wderately-Priced Units)
shall designate the lots or undis, as applicuble, that will, subject la, I the Ltraillt said. conditions of
ad herel
this pirofficir, inoirporatc affordable units as 4escrill it, 'The first such subdivision plat. or
site plan shall include a minimum of Ifiralia (3) such affilrdabIti units. Thereafter, and until the
total number of affordable dwelling units proffered herewaler shall have bee fulfilled, the
c ar Fla
Owner shall provide a ininimuny of three (3) such affarduld dwelling units per ye . E h, in
subdivision. plat and final site plan, alliv, tiball include a manilIg total of the number and
the
paiiecruage or affordable units previously provided and proposed to be provided ly
subdivision plat or site plan. For Purposes of thi's Scotian 8,21(e), such units sball be; deemed to
idea written notico:to the County
have been provided when the subsequent owneribudder prov
th unit(s) will be lavailabic for Sale, as required by &.6fion
Housing offlou or its desigrifte that , o
affardablo dwelling units
3.2(f) below. in the event that Olt- Owner provides more than. thice (3,
by a Single year, O)c Owner may "carry over" or "bank" credits for such affordable units, Nuoh
In` annual ratfulrement may b*
that the additional affordable units which exceed the in Iromm
II)locatedtowboddit; loniaium nualber of affordable units rurruirad.tcliopmided f6rarayfuture,
year. in, ralaxion
lot number of affordable units that insty be carried over, or bunked shall not
8.2(e) to the contrary,
exceed ev(12) per year. Notwithstanding dit: terms of this Section
n the written Tel; of the owner, the Comfy may authorize an alternative process and/or
Upo cest
schedulta for the provision andlor delivery of such affordable units upon a determination that the
request is in geneval,accord with lite purpose antibiterit Df$eptRm 8,2 auditor otherwise hyribors;
the goals ofp
oviding aMrdable lionsing in file County.
(0 All purchasers oftint fibr�lofle affordobi units shall be approved by thil
a
Albernaric County Housing Office or its designee. Thu Subsequent owncAuilder sliall provide
the County or its. designec a period at Idnaty (90) days to identify and prelpaWify an eligible
patches" far the atfordable unit. The itiflety (90)-day period shall commence Upon written notice
it) be available to:, ule� If the. County or its
from the thall-cuaval, owtort'builder that The Unit(s) wi
designee does not provide a qualified purchaser who axecolas EL contract Of Purchase during this
ninety (90)-day period, the then -current oWlict/builder shall bove the doit to sell the Unit(s)
do, on sales price or income. of the pulebreseris), provided, however, that any
without belyiesuip
sold without Such rest ction shall nevertbulass be. counted toward fill; norriber of
unit(s)
affordable units rvquircd to be provided pursuant to this temes or this Section a.2. Thd
requirements ofthis Section 8.2 Shall apply onlyta oftheaffilrdableunits.
(g) 'Me County shut] have the right, from finne to time, on icasurtable notice
-;y laws, to inspect the. records of Owner or any successors in
all subjOut to all applicable priva
interest for the purposet; Qfassurung clurplianoe with this pinfror.
Crish Pro, THIS PAOFrER HAS BEEN SATISIULD.
Withm Sixty (50) days after the Bow . d or Supervisors approval ofZMA 200"09, the Owne r
shall caust. to be contributed three hundred thousand dollars ($300,006) cob to !he county of
Albemarle for the Allicnialle Housing initiative Fund or such other similar fund as may be
established or athorized by the County, The contribution shall be to food affbifflattle home
ownership loan programs within the Project and other areasof Albeinarle County, including
thosa provided by nall-proifit I using Agencies such as the Piedmont Housing Alliance, Hablitilt
no
for Humanity, and the Albemarle. Housing improvement Program. If such cash contribution is
date the funds were
not expended for the stated purpose wittrin five (5) years horry the
I, ad funds shall be refliallod to the Owner.
contributed to the County, ad unexpeld
IX EDUCATIONAL AND OU'ARR PUBLIC FACILFnES
9.1 Elementary School Site Within two hundred seventy (270) days t1lowing
request by the County, Owner Shad dedicate to the County the land shown an the App I
Plan as "ElcantritAry School 1245 Acres $dbernatic Layout", consisting of appoximately 12.85
acres (or a smidler portion of'such land in &it County's sole discreflon) (the "Schoul Ut!"). Prior
to dedication, the School Lot shall be gradol and Compacted by Owner to a,mirt mum of R3%
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
gradull pad site to accommodate an elementary school. Tho,
Eligirrour to establish a fWJY ,
recreational field improvements shown Or, the Application Plan Shad, be firregradixil and bal
soil and will amendments added, and the maint; for mi underground irrigation Sirtern. scirvina, the
a , quilvallent to those
recreational fields shall be instWIed, such improvernonusshall be mason bly 4
existing at the; recre4ithinal fields at BakesBuder Elementary School, exclusive at any above
ground improvelliants, The pedestrian Pathways- as shown oil am porimetir of the School Lot on
ad by Owner creating he
the Appdcadon Villy, sbidi be reflected on the subdivision plat "ar
is graded for the raciestliarit fields,
School Lot and the puflywaysi shall be inat4led when the site a iroallydia
The Owner shWI provide all utlifties to the School W, The dedication sit, 11
access to and use of Slarin WaIcT Bushes 5 said 10 shown on the
across Owmar's ]slid, for lion casements to, allow Storlaywater Basin
Appliction. Plan, toethur with A temporary construc
firprommattlaw the School Lot storinwater. Tbo
10 to be redesigned and enlarged, ifneconary, to
School Lot shall be uflvd as an elementary school site, but if the County dattlimines that the
School Let will not be used as an cleaunitiory school site, it shall be used by County for Park
am recreational prposes; Serving both the Nostb Point, community and the region, if 6-11
County does not request that the School Lot be dedicanted.by the later. of December 31, 20)6
(which December 3J,2010 deadline may he extended by written mutual agreement ofthe Owner
and the Coulay), or three (3) years after the issuance of [W first residential building permit
- loot Lot for
within the Projot:1, the Owner shall be Linder no forthr obligation to dedicate the Sol
the purpose described heroin, but Shall, by Jurfeary 30, 2017, or thirty (30) �by$ after such later
date, five hundred thousand dollars (31(g)X0) cash to the County to ba RAW by the
County for projects identified in the County"s CIP reasonably related to dic needs of the North
Pointe community, and in. such evelat the Schol Lot may be used for Other residential purpoes
as approved by the CoOrty after request by Owner for an amendment to the Application Plary,
chool or for park And
Afiar dedication and before The County uses the School Lot for a s
ional porpo5cas, and ifrequesital by the County, Ownerhall maintain the School Lot until
racreat ght to exclusive, Use of tile
requested by the County to Do lont;er do So, subjtcl to the Olviters rip
park u d ripereatiorml purpoicsliall be only
School Lot for park and recreational Such n.
p a inr
inow uses shown on an approved final site Ian or subdivision plat far The area th t lUd4s tile
splicul Let. Upon being rtatuaiod by The County, Owner shall coast all w and mainterdynce of
the, School Lot and remove all implaventents establisherl'by Owner that tha County requests be
rema I ved, The County shall not be obfigatW IQ VAY Owner for any improvements established by
A oftledication for the School Lot shall provide that if
owner that the county riliairiv. The det,
the County aor4pts title to the School Lot and thin does not construct either a park or a. School
within twenty (40) years following Ilia date the Board of Supervisors approves the ZMA
Atimillfricat, then upon Owner's request title to the School Lot sball he tnualbired to Owner at
no ex =O to owner.
P
9.2 Bus Stop Turnoffs, Bus Stie ImP yements �znd Bas SjUl-ce.
(a) owner Shall payistract ten (10) public bus �tqp unfuloffs as shown on the
Application Plary, r odiltrwiso two (2) in the southerialloa r d tial jar
esi an four (4) in the,
commercial area and four (4) in the other residential areasi each in a location mutually
acceptable to Owner and the County. Tho has stop timicifts shall be approved with sucat
construction plans for file Project and bonded And coosqueted with the Street&
(b) - Upon the request by the County, Owner shall contribute the total sum of
twenty five thousand dollars ($25,000) cash towards the design and cotyatructimi of the above
ground bus stop impivoincritistrall as bundles and shelters meeting t�arldards established by ilia
Coortly at each bus stop. lfthv County does hot request the, firlds, or re
quests I Ova funds but does
not construct
the bus step improvements by the later of Duccrubor 31, 2015 of threo (3) years
aftur complat on of the road network that includes the lyu3i stop mormiffit, then subject to Inaltans
i
of force mejetlyo, the unexpended funds shelf, in the distcretivil of the, County, either be remmed
to Owfw of I ed in d,.a program within
applied to a project idendil , County's capital improvements
or adjacent to flit Project tiratheriefits the Project.
(o) Within tIdqy (30) days after flith introduction of public transportation In
the Projcol, OwnurAhall, contribute twoury-fiya thousand dollars ($25,000) cush to the County to
a
be used for operating expenses related to such service, and shall therisafter annually contrib, to
used for oticryofiria
Twcaty-Five'llioustand Dollars (S25,000) cash to the County to bi
related to such Service for a period of ni (9) additional years, uuch that the total fifulds
no
cunnibuied to the county pursuant to this Section 9.2(c) shut] net exceed Two Hundred Fifty
asanrdl)ollalrs($250,000)� if the introduction of public transportation to the Project does not
The
ai the Board of Supervisors approymi the ZNAA
commence by the later of tell (10) ypari I aft.
Anilcodal-itt, orsaven(7)ycars after the date oftlya issuance orthe firstcerfificam ofoecuparicy
for the first commercial building within the Protleel, ibis Section 9.2(o) litaill becoltic null and
void.
X. ACCESS TO ADJACENT PROPERTIES
10.1 Dedication of reel 22�. Unless the dudicalkni
_Lfth -E;L—
ul* public rigin-of-wity alid the consouctiInk of such Street are required it' conjunction with the
approval of a bobillivihima plat Levier Mile arle County Code § 14-409 and rclifted or
their socressors:
10,2 Access to Tax Mat) 32A� Section 2. Parcel siJeurrent Nurthwoods Mobile
Home Park Eropurty). Uniess; the dedicadoo of public right-orf-wa� and tho construction of
ill
such street are required in conjunction with the approval of a subdivision plat, coder A at
County Code § 1"9 and related suctions, or their Succelaigyx
Floure
Omer gh4l reserve an area in the location labeled "50' R.O.W. Reserved for
Dcificalon " al the eastern end of the main purryineyobil salcoss to d
a from U.S. Route 29 on Shipel
B for access to Tax 1dap,32A, Section 2, Parcel 4 ("TMP 32A-24")� Prior to the issuance of a
building penult for Building 6 or Buildings VI thningli V6, each as shown oil the Application
Plan, -vivIlicbrver is Owner shall r000rd in the Ctork't; Office of, the Circuit Court of
Allyantarle-Cority, a cirrent, irrevocable deed of dedication dediuuting to public. We for road
purposes. the area labialtid "50, R.O.W. Rustryed for Future Dedication." Owner acknowledges
that if it is not part ofs, subdivision plat approved by file County, stich offer of dcolicadifirt must
be first ivviewcd uord approved by the Board of Supervisors and occupied by the Board. Such
I --hall, have,been
dead of dedicalio I shall Include Ilm following conditions: (I) that TMP 32A-1-4 s
-cs, there shad have been Oil Ole
'tied; and �ii) that prior 19 its use for road pulpos;
Upio far public use or
land so dedicated a road approved try the Counlyand accepted by VDOT
bonded for VDOT�s peceptainit
At file, time or the construction of the roundabout serving
Building 0 and Buildings VI throgh V6 it]* owner shall construct the intersection, crh radii
and uxtrarl construction of the load for a distance of at least thirty feel beyond the roundabout.
The owner shall also place at the and aftimilli extended road, a sign, approved by the County,
advising and notifying the public that such right-of-way's thelocationfifa future roarlexterision.
Artier dedication and before tbb�- conditions of the dedication have been Satisfied, and lfroquestlad
by the Conty, Owner shall rublilitlain the dedicated land
Until requested by the County to no
[caw do so, subject to the li ght to tOiclsivu lose of the dedicated land for, park,
recreational, studior getanspile P61 I being requested by tiR County, Owner
. ses, Upon
a udi to land and rumoi tstAlhdird by
cause 91 use and mairrimustapla of 0 ca . owner 5hali grant temporary construction
Owner (ifany) that flit County requests be rearloved,
- -----
by the applicable site plan. No
dedicated right-of-way, and suall bo established
natrut;
shall be located Wilhily the temporary construction ermemems until 0 licit of such load lids
been completed.
XL SIGNATORY
12,1 gLr The urolursigned certify that theY pro the 0131Y evirairs ofthe Property,
which Is . the subject of the ZMA Aineolborcrit.
-fly and each ritforelym to
t2. the owrer� These proffers shall run with,dia Prope
these, proffar;; slyall include wit4in its earing, and " be binding upon,
Ownr within
er's sucoassor(s) in interest and/or dle dovelqper(s) of the Proplorty or any portion of it=
own
property,
(Signature Pages Immediately Follow)
This Profflar Statement. may be Signed in counterparts andlur via facsimile wig' the same
full forge and effect as itall signatures Wore original and on one document.
r3i laturasofc act Purchaser and All OWniffs
I44
F VIROINIA.
COMMONWEALTH 0
CITY OF cHARLoraEsjLLE
d I d N Publ' 'I! and fl the Jurisdiction aforesaid hereby certifies Coal
Otary r If Grew Easmal Managermall C . initially,
(1a1W% on, er
ginia. limittli liability company is signed to
furegoingAintaided and Restated Profft x Statement hearing the date 49 of J[y
If of, J�d I I
the
lit
o the Steve b4 ort: me in my jurisdiction aforesaid iDii beha
liability CoUrpany,
day of 013,
Givtn uner my hand th
my Com
W
Nuto. Pu lip
[SM)
in on
Ty
Date.,
COMMONWEALTH OF YIRQINIA
COUNTY OF ALBEMARLE
company
is day 9f,A1bVQl`l-UC 2011
Given under my hand III
My
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31 2014
r,,&
CWH PROF ES LIMITED PAR NERSHIP
Fly, -ro , Limited Partnership, Partrier
o
Gov Alp er
Date: its:
Car,
COMMONWFALT1f OF VIRGINIA
COUNJ`YOFALBEMARLE
d
d N to Publi ani, for olugsdicilmil atiatcsinid hereby ecriffies that.
I
aI
fcTcat Eastern maryagetnard Company,
Limitin lartitership,
at Partner of CWH Properties Limited
partnelshi led to the ft�rltgomg Amended and Restated
a Virginia lualted
late as of 2013, Acknowledged the same before Too
Proffer Statement hearing the �
in nrijurisdiction aforesaid on bubelfol'said Primership.
his day of Cyw,6l,., .2 13,
Given under my hand thi 0
CWMM
llwm Keft
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LINE
TABLE
LINE#
LENGTH
DIRECTI❑N
L1
255,912
N73°
08'
35,11'E
L2
68,084
N36°
57'
46,96'E
L3
129,632
N48°
10'
23,81'E
L4
60,701
N32°
46'
39,13'W
L5
107.950
S36°
12'
54,91'W
L6
20,396
S24°
54'
19,16'W
L7
52,911
S36°
12'
54,90'W
L8
17,705
S49°
54'
19,87'W
L9
14,485
S36°
44'
33,25'E
CURVE TABLE
CURVE#
LENGTH
RADIUS
DELTA
C1
25,432
830,500
001.7546
C2
101,714
369.500
015.7720
C3
124,663
75,000
095,2352
C4
118.963
645,500
010.5593
C5
37,048
25.000
084,9089
C6
44,481
284.500
008,9580
C7
24.778
284,287
004.9938
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11 23 2020 PER COMMENTS
0610812021 PER COMMENTS
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ITE SPECIFIC NOTES:
CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO CONSTRUCTION INCLUDING
UNDERGROUND UTILITY CONNECTION POINTS, RECEIVING PIPE SIZES, INVERTS, AND PIPE MATERIALS
FOR UNDERGROUND STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON FINDING
A DIFFERENCE IN FIELD CONDITIONS AND WHAT IS DEPICTED ON THE PLANS.
CONTRACTOR SHALL ENGAGE MISS UTILITY OR A PRIVATE UTILITY LOCATION SERVICE TO MARK ALL
UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS, RELOCATIONS, NEW SERVICES, AND
TEMPORARY SERVICES WITH THE UTILITY OWNER PRIOR TO BEGINNING WORK.
MAILBOX LOCATION TO BE DETERMINED WITH UNITED STATES POSTAL SERVICE.
IDA NOTES:
ALL SIDEWALKS AND HANDICAP ACCESS RAMPS MEET ADA REQUIREMENTS. CONTRACTOR SHALL NOTIFY
ENGINEER OF ANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND ADA REQUIREMENTS PRIOR TO
CONSTRUCTION.
ACCESSIBLE PARKING SPACES, ACCESS ISLES AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN
ACCORDANCE WITH ICC ANSI A117.109 AND THE 2015 VIRGINIA CONSTRUCTION CODE.
SITE SUMMARY:
USE:
CLUBHOUSE
MAGISTERIAL DISTRICT
RIVANNA
ZONING DISTRICT
PD—MC (PLANNED DEVELOPMENT MIXED COMMERCIAL)
TAX MAPS/PARCELS
03200-00-00-02000 (PART OF)
03200-00-00-02300 (PART OF)
03200-00-00-023JO
03200-00-00-02910
SPECIAL USE PERMIT:
SP-2002-72
ZONING
ZMA-2000-00009
ZMA-2013-00007
ARB APPROVAL #
NOT APPLICABLE
PROJECT AREA ACREAGE
2.04 AC
RESERVOIR WATERSHED
NORTH FORK RIVANNA — JACOBS RUN
FEMA MAP
51003CO145D / DATED FEB. 4, 2005 / ZONE
BUILDING:
3,800 SF (TOTAL AREA)
2,600 SF (USEABLE RECREATION AREA)
HEIGHT: 27 FT
PARKING*:
BUILDING: 1 PER 125 SF USEABLE REC. AREA
2600/125 = 21 SPACES
SWIMMING POOL: 1 PER 125 SF WATER SURFACE
4545/125 = 36 SPACES
23 SPACES REQUIRED (57 SPACES REDUCED BY 607.)
29 SPACES PROVIDED
27 STANDARD SPACES
2 ADA SPACES
*THE MINIMUM NUMBER OF PARKING SPACES REQUIRED FOR A RESIDENTIAL RECREATIONAL FACILITY
WITHIN A SUBDIVISION SHALL BE
REDUCED BY THE PERCENTAGE OF DWELLING UNITS WITHIN THE
SUBDIVISION WITHIN ONE —QUARTER MILE OF THE FACILITY.
REQUIRED SETBACKS:
COMMERCIAL BUILDINGS
FRONT = 0' MINIMUM
NONE MAXIMUM
SIDE = 0' MINIMUM
NONE MAXIMUM
REAR = 0' MINIMUM
NONE MAXIMUM
SITE IMPERVIOUS:
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2021
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COMMENTS
0112112022
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COMMENTS
DATE
07-31—Z020
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\\ \\ \ \ \\ \ \ \ \\ \ \\ `I I ! ' I I I ► I r� `\ ' I I` / I' /' / -- ------------- STORM DRAIN NOTES:
`\ \, \\ \\ \\ \ \\ \\ \, \ \ \\ \\ I r j I I ► 1 i I /I - ,/ f / ; ,` /' -_ __-"----------------- 1. ALL PIPES ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
\ \ \\ \\ \e \\ \\ \\ \ \ \\ -- I I 1 / + i I j ! I ' I / 1 I - I ' I j w " ~ - 2. VDOT STANDARD ST-1 STEPS REQUIRED ON ALL CONCRETE STRUCTURES 4' TALL OR HIGHER
'\ \ \ \\ \ \\ \ \ \ ` \ `\-- `' I ' I I ' I ! I r i I l ^�'," J' q, j' ,' r` I ~ - - ~- -' 3. RCP PIPE TO BE CLASS III UNLESS OTHERWISE SPECIFIED
\\ \ \ \\ \\ \\ \ \ \ \ -7 / I+ ► t I ! 1 1 I , - / \\ ,I / i' i i / I'------ 4. ALL ROOF DRAIN PIPE FROM BUILDING TO RCP STORM SEWER SHALL BE HDPE OR EQUAL
\ \ \ \ \ \ \\ \ \\ \\ ; / I r l � , I J 1 I i I I � � \\ JI ,I I � II ,l , I � ,r-----.______- 4 5. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLI NUISANCE AND NOT
\\ \ \ \ \ \ ° \ \ \ \ � I I 1 / 1 I , i / 1 1 i I ( I / , r - _-_ _ ____ OVER SIDEWALKS
\\ \\ \ \\ \\ \\ \\ \ \ \ I I I It
I I 1r 1 I I 1 ' l I / / / / ' / / / r----------_._ _ _ 6. ALL STORM SEWER WITH INVERTS BELOW THE NORMAL POOL OF SWM BASIN TO BE 0-RING PIPE
'\ \\ \\ \ \\ \\ \\ \\ , .. I I I I ° i I 1 1 I I / / / _ '-- -- ----_. 7. BOOT CONNECTORS REQUIRED FOR ALL PLASTIC PIPE CONNECTIONS INTO STORM STRUCTURES
\ \ \ \ \ \ \ r / / + ,' i / � 11 1r /I i/ f II i1 i/ / �`�\ / / li ; `1% I / / �' /'/ I� J'-- _ __--___
\ \ s \ \ \ \ ) I ! 1 / l I I , \\ / / ,/ / , / / / _-------_ __ 8. ANY STRUCTURE PROPOSED TO BE MODIFIED MUST BE REPLACED IN THE EVENT OF DAMAGE DURING
\, r I I I, I 1 I + l / I I t _ __ i \ I I I / / / / -"
\.\ ®\ \\ \\ `\ \\ ) / I , / I I I 1 / I / I , I I I , I `' I \\ / / / I / „ " _-_-- MODIFICATION.
\ \ \ \ ? l r I I I + 1 r 4,.. ., I / / J` ---�'7�'- --- _-....._..
\ \ \\ \ I I ' I l l i I / / I /I I / / I / /I // _,,� / , / / / j - _
`\ \\ i r/ 1 II 1 I it I l/+// I I l/ /' I I I / -01 / r r 1 J 1-_ __ _____ - "\
\ I l , 1 1 , I I I , r --.,t i! �..� r 1 r , , J - "~Jr~ - --_.____-----_--
\o l r 1 I ! + / I I I / / / i I' / i r-,--------- "-____------------- -- \\
\ ) l' t' / / / + l l ' r r l I l' I i l r I r' ' 1 ' I � l -� I I / / , / / I / / -_-__ - J y~ - --~- - _ -____ °
v7 / I 1 I I I / / I l I l l rl I l I / / ,i / I r 1r i /I -- / Av / % /I // / ' % /' / I' I ,-, _ -
I I i l° / 1 1 1 / i i it l ' � I i / ' I i ' � + ' 11�--- l �, / / / ,l � / i � ,/ / / ,/ i / _ _ _ ______________ _ _ _.-. ____---------- _______.___--- -- -__ _�\\\ \\I
' + i l , 1 ! l l l , j I i / I l i / I I t i �, \ i i / / ' I / / I / / r-----,.-_ ---______--_ - _ _------------------- � ~\
I �ml ,' ,' I I i r° !I l / II / I1 / II / i / / ,I / /I // i I ` 1 / ,r i er //,r/ / i i j/i i r,/r _____ ___ - ___________ - r _ 4 ~ ___- - _
I WS I I I l l I , cj I 1 r I i/ r I 1 r 1 r 1 -_ \`\
Structure Table
Structure Name
STRUCTURE DETAILS
STRUCTURE DESCRIPTION
1
TOP - 484.500
YDOT DI-5
INV OUT - 481.000
TOP = 484.797
3
INV IN = 480.785
DI-38-72in (6ft)
INV OUT = 480.685
TOP = 484.651
5
INV IN = 479.693
DI-3B-72in (6ft)
INV OUT = 472.704
TOP = 466.875
7
INV IN = 462.514
MM
INV OUT = 462.414
9
TOP - 463.958
EW-1
INV IN = 462.000
Storm Pipe Table
STORM PIPE
FROM STIR
TO STR
INV IN
INV OUT
PIPE SIZE
PIPE LENGTH
Slope
2
1
3
481.00
480.78
15 IN. CL. III RCP
21.51'
1.00%
4
3
5
480.68
479.69
15 IN. CL. III RCP
99.17'
1.00%
6
5
7
472.70
j 462.51
15 IN. CL. III RCP
67.93'
15.00%
8
7
9
462.41
462.00
15 IN. CL. III RCP
82.79'
0.50%
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GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
LININITIAL BACKFILL , IN
a, a"MIN MIN, MIN.
6" BEDDING
#68 STONE
* STABLE SOIL ROCK
SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
4'MI 1 INITIAL BACKFILL 4 MI
UNSTABLE a" a" a" a"
SOIL\ _ MIN. MIN. _ MIN MIN. #68 STONE
GRANULAR FILL AS .0,1'
^r,< APPROVED BY ACSA
S 8" ...5.. I ' OR CO � STABLE SOIL OR ROCrC
NOTE :
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
2016 ROAD & BRIDGE STANDARDS
I_CF
NOT
NO
DUAL SERVICE
1' TYPE
SOFT COPPER
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE
1/8 BEND COI
SHAPE TO BE
BEVELED - - - - - - - -
= WITH MORTAR I FL W
DO NOT ----.- --
BEVEL B
INVERT O - - - - -
yFy
S
-IMPRESSION x 3/4' MALE PIPE COUPLING
PPROVED EQUAL
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
z'
R
1' COMPRESSION x 3/4' MALE PIPE COUPLING
OR APPROVED EQUAL
FQR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE THERE AN IRRIGATION
METER IS NOT PROVIDED.
IE
ERSETTER
NtUt»ART
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NOTES: 1. "H" MAY BE REDUCED UNTIL -X" REACHES A MINIMUM OF 4" WHERE
ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE.
6.13EVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE
IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE,
CULVERT (WHERE THE FLOW ENTERS THE CULVERT).
DITCH SLOPE, OR SHOULDER.
7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE
2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
EDGE OR BEVEL EDGE. -
3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE
8, ON SHALLOW FILLS, WHERE ENDWA.LS ARE 1'OR LESS BELOW SHOULDER
SHEET 101.02.
LINE,TE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE
4. RD RE USED WITH STRAIGHT CROSSINGS AND ALL
GRADE OF THE ROAD.
45T0
SKEWS(0'TO
g 1!4' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION.
5. HEADWALL TO BE BEVELED W ALL AREAS EXCEPT 'WHERE A CONFLICT
WITH INVERT OR W1NG'WA1.LS OCCUR
EW-i
EW-IA
ENDWALL FOR CIRCULAR PIPE
DIAMETER OF PIPE CULVERT
12"
1 15"
1 18.
21" OR 24"
7" OR 30'
33" OR 36"
A
0'-6"
0'-8"
0'-9"
0'.11'.
I'-W'
r-o"
B
0'-11"
V-1'•
V-3"
Y.V.
V-9"
2'-0"
C
r-4"
1,_7„
r_g.
2,_2"
2,_6"
2,_9„
D
r.0"
r_3„
1'-8"
2'-0..
2'-6"
3'-01•
F
0,-g1�
O._B.,.
O._81.
0'-91.
01_91.
'01_91.
H
2'-3"
V-11"
Y-2"
3'-9"
4'-3"
4'-9"
L
4'-0"
5'-0"
8'-0"
8'-0"
10'-O"
12'-0"
Q
0'-1I/,"
0'-W4"
0'_21
0'-2Yz-
O'_31/4'
0`25N,
b
O'-1"
0'4/4'
1 O'-f/2•
0,_2"
O'-2/2"
0'-3"
CUBIC YARDS OF CONCRETE
CONC.PIPEI
0.241
1 0.492
1 0.697
1 1.319
1 2.067
1 2.947
C.M. PIPE
1 0.257
1 0,521
10.739
1 1.398
1 2.198
1 3.145
ENDWALL FOR ELLIPTICAL PIPE
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE)
23"x14"
W'.19"
34"x22"
38"x24"
42"x27"
451lx29"
49"x32"
531lx34"
A
01-8"
01-9"
0'-10"
0'-11"
0'-1r'
1'-0"
1.-0"
11-0"
B
T.2"
V.5"
r•6"
1'-8"
P_9"
r-HY,
V-1'
11-11"
C
r-8"
1'-11"
2'-1"
2'-4"
2'-S"
2'-7"
V-8"
2'-9"
D
1'-2"
V-7"
V-10"
2'-0"
2'-3"
2'-5"
2'-8"
V-10"
F
0'-8.1
0'_811
0.-g„
0,_9"-
O..9..
01_91.
0'-T.
W.9:1
H
V-10"
3'-3"
3'-7"
3'-g"
A'-D"
4'-2"
4'-5"
4'-7"
L
5'-5"
7'-2"
6'-6"
9'-2"
10'-2"
10'-1r'
12'-r'
12'-11"
S
1'-1r'
2'-6"
2'-10-
3'-2"
3'-6"
3'-9"
4'-1"
4'-5"
a
0'-21/2"
0'-31/4"
0'_3lz
O 4"
0' 4%2`
W-4)'11'
O'-v
0'-5%z"
b
0'-2%2-
0'_2�;'
0'_3"
0''3'/2"
O'_31(",
O'-4"
0'-4y2"
CUBIC YARDS OF CONCRETE
CONC.PiPE 1 0.502 1 0.855 1 1.236 1 1.500 1 1.811 1 2.101 1 2.512 1 2.801
�REFERENCEN STANDARD ENDWALL FOR PIPE CULVERTS tV ocGE
ROAD PPD BRIDGE STANDARDS
105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES
302 REVISION DATE I SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 101.0/
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
NOTES;
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE,
2. CONCRETEIFTO PRERECAST SS A3 IF CAST IN PLACE,
3. CURB HAVING A((ALONG FACE OF CURB) WILL BE GO � FQORRLAASSS
RAIPL CURB. -
4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
3" 121" DEPTH) IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. a
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH. o
5, CG-2 IS TO BE USED ON ROADWAYS MEETING Z
THE REQUIREMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAN DESIGN MAMA.,
IN THE SECTION ON GS URBAN STANDARDS.
2" RADIUS
;a
D.o'• iv
n Vie••
D. D.
SURFi
D.
.e•'Pe 'tee'• BASE
SUBS)
8"
12"
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
�2" R
D•� I D e
. o-
D !D
0 A .
D!�T D.o • D
P'oTP!e�D
SURFACE
BASE
SUBBASE
CO-2
.,,Rr Nn, RVN V L7CF1-
REFEENCE STANDARD 6" CURB ROAD AM BRIDGE STANDARDS
105 REVISION DATE I SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.01
2016 ROAD & BRIDGE STANDARDS
NTS
FIG. W-6A
TD-10
2016 ROAD & BRIDGE STANDARDS
SEE STMOMAD SL-I FOR APPLICABILITY OF SAFETY SLABS
STANDARD MH-1 NOTE;
FRAME & COVER THE TOP OF MASONRY
SUFFICIENTLY LOW TO
I T ADJUSTMENT OF COVER
T s,l BY THE USE OF
BRICKS AS DIRECTED BY
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
B
EMBEDMENT 8'MIN
SPRING LINE O
OF PIPE
NO. 68 STONE - -
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-iNTIAL BACKFILL*
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" ruin
-FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
(ALL PIPE)
NOTE :
1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FUR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
HALF PLAN VIEW
NTS
FIG. S-3
TD-34
�I
HALF SECTION A -A
(WITH FRAME PAID COVER REMOVED)
BRICK CONCRETE
NOTES;
1. QUM71TES SHOWN ARE FOR MAAIOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
TABLE OF QUANTITIES
DEPTH
BRICK MANHOLE
CONCRETE
MANHOLE
BRICK
I CONCRETE
CONCRETE
FEET
THOUSANDS
CU. YARDS
CU. YARDS
4
0.5
0.785
1.437
5
0.7
0.785
1.699
6
0.9
0.785
1.961
7
1.0
0.785
2.223
8
1.2
6.785
2.485
9
1.4
0.785
2.747
10
1.6
0.785
3.009
11
1.9
0.970
3.455
12
2.2
0.970
3.817
13
2.5
0.970
4.179
14
2.8
0.970
4.541
15
3.1
0.970
4.903
16
3.4
0.970
5.265
17
4.0
1.173
6.032
INCREMENT
0.45
0.582
OBTAIN TRUE QUANTITIES.
2. COMPUTBASE ING CONC ETNESS OE WANT( IES. USED IN
3. INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT OF DEPTH.
4. MATERIALS MAY BE BRICK,CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK.
5. IF BLOCKS ARE USED THE MINIMUM
THICKNESS OF SAME IS TO BE 5".
OTHER THICKNESSES ARE TO CONFORM
TO WAIL THICKNESS SHOWN FOR
CONCRETE.
6.ALL CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SHAPED IN
ACCORDANCE WITH STANDARD IS-L
THE COST OF FURNISHING AND PLACING
ALL MATERIALS INCIDENTAL TO THE
SHAPING IS TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
SPECIFICATION NVDOT
REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION: REVISION GATE SHEET 1 OF 5
ros.01
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
CC-6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB I, GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CURB & CUTTER
SHAH BE CONSTRUCTED PARALLEL TO THE SLOPE
OF SUBBASE COURSES AND TO THE DEPTH OF
THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CO-6
IS BASED ON ROADWAY CLASSIFICATION AND
DESIGN SPEED AS SHOWN IN APPENDIX A OF
2' R OTHE
GS AD DESIGNAN MANU - IN THE SECTION
' O
r'R7•
P
P
A
A
A
G
G,
P
P
O
O
P
I
W.
2'-0"
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
�REFERENCEN NvovT-
COMBINATION 61 I CURB AND GUTTER ROAD AND BRIDGE STANDARDS
105 REVISION DATE SHEET i OF I
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
2016 ROAD & BRIDGE STANDARDS
SECTION A -A
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
1'-0" MAX
RUBBER COATED STEEL
I
STEPS CAST IN PLACE
3'-0' MIN
PRECAST REINFORCED
CONCRETE SECTIONS
12"
MIN
"0" RING SEALS
4
16" MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5"
4'-0"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
CONCRETE
DEPTH OF FLOW I FILLETS
CHANNEL TO BE
VARIES
3/4 DIAMETER OFF
CONTRIBUTING
SEWER.
4
° A..
.�
12"
A FILLETED INVERT
FOR A SMOOTH
"'
•!
TRANSITION OF FLOW/ BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
MIN. 6" BEDDING
NOTE
W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER
MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS
TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE
SECTION
SHOWING BRANCH
TIE-IN
N.T.S
FIG. S-1-A
TD-25
2016 ROAD & BRIDGE STANDARDS
THE LETTERS V.D.O.T. PRE OPTIONAL.
IF USED THE LETTERS ARE TO BE
CAST W THE DEPESSIO,N IN TOP OF
COVER P' WIDE RAISED 'A" HIGH AS
SHOWN.
❑❑❑ \�
❑❑❑❑
A
A
If
❑❑❑❑❑❑❑
�. ®. ®. Ir
❑
LETTERING
OPTIONAL
O ❑ ❑ ❑ ❑ /
❑ ❑ ❑
i
APPROXIMATE WEIGHT
--
CAST IRON
TOP
FRAME 239 ± 12 LEIS.
COVER 137 ± 7 LBS.
SECTION B-B BOTTOM
\V L701T SPECIFICATION
ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE
SHEET 2 OF 5 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302
ros.02 302
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
cc-Iz
A 5'MIN
05 DOWELS, 8" LONG PERMISSIBLE t
AT 12" C-c corlsTRucnoN
JOINT t2:1 MAX, W
�, im
4' M
1 \`
12:1 MAX
p12:1 MAX
WITH BUFFER STRIP
RAMP RAMP - f 5 MIN
(SEE TABLE) A (SEE TABLE) - t
TRUNCATED DOMES 12'1 Mm._ * 4' MIN
SEE SHEET 1OF 5 FOR DETALS
5'-0" WAN
E I f�
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF C R 48 : )MAX WITH BUFFER STRIP u B � 8 E �--
20'1-` 48 , 1 MAX _
5' MIN
t2a tAAx'
12:1 MAX.
z Mw. SECTION A -A Y
WITHOUT BUFFER STRIP
PERMISSIBLE Y
CONSTRUCTION 71
JOINT v$ r
I rrvaor'>ax � S
o C,
SECTION B-B + I �- cuee \
2,A CROSSWALK
fl 'I4` A 4'SOUARE LAG AREA
OVIyARRR0E OF IRAYEL'WAY
CROSSWALK CURB SRA.L BE FROVOEO FOR
NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE PERPENDICULAR CROSSWALK
SEE SHEET I OF 5. s. NI))IN IRE MARRED
Tip. / a CROSSHXK AREA.
TARE REQUIRED LENGTH Of A PARALLEL RAMTYPICAL PLACEMENT Y CURB
IS LIMITED TO 15 FEET, REGARDLESS OF THE 4'BUFFER STRIP
SLOPE. AT INTERSECTION 5-SIDENALK
WITHIN CROSSWALK
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB 6" CURB
0
4
6
i
5
7
2
s
a
3
5
9
4
8
12
5
0
5
5
14
1 15
LAWAG 48:1WAX. DIAGONAL PLACEMENT
SLOPE
LANOiNG 404 MM. LAdNNG 484 MAX.
SLOPE SLOPE
-1- CURD
5 6fiN Z3 CURB
o t CROSSWALK r12'1
CROSSWALKGRASS y fn1 Na")
n CON BETE CURB II II CURB
WITH BUFFER STRIP &
WITHOUT BUFFER STRIP
ROAD AND BRDOSTANOARDS SPECIFICATION
CG-12 DETECTABLE WARNING SURFACE REFERENCE
SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION Io5
07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
203.07
2016 ROAD & BRIDGE STANDARDS
r! •r �rr!.r�!.r! •
NOT ro SCALE
FACE or AVID �JXW BV
b BEm
4' W= RIMm
JIM
ol---
SEE GEM VE6IL
Sw W
BpErAM a PM
BE 0
-a Aw scw 7
So Fr CA
S1,001r DETAIL
NOT TD SNGLE
a'
TYPICAL PAWWC
ELEVATION VIEW ELEVATION NEW
SPACE DETAIL
SOLID BOARD GATE SOLID BOARD FENCE
Wr To SCALE
DUMPS'TER SCREENINC DETAIL
Nor IV SCALE
AMA A1P SaM LOCAWN
HANDICAPPED
.
ilia
SAXWALK
*Vi?Y (AW AND PUnER
PARKING
SLOPECFSUMACV0
4C0(MPEW
XS
amElls AN1V RQ4D SURFACES
Q
AI5IEEPER
(
fa'
// TlJAN 20
NOTE`
IWVKAPPED SPACES SNNLL BE XIENIYW BY ADM (MAX WINS
AS R30MM FOR PHYSKALLY JVVr. M PERSONS
PROVIDE (1) 12- X18- SM AT 15" IMF)OIGIPM PNYOAIC SPACE
00047FD ON 7NE SRE R M S M KL BE NA WM,M (HINTED **W
wm CIMN LETTERb AAV WERAIAT1WML W*ELCIM SYMOO.
(DEPRESSED WDEIYALK)
PROVIDE A 6' X 12' SIGN BELOW THE I11EE7I0MI/i SWA90L SPECFM
M VVICAP/!R.4�fP DETAIL �ALIW FOR WO ATTON
C(J - / A?B
7W LOWER EWE OF WAIS SI41LIL BE AT LEAST W Np11ES A801E-
REGULf1R
WT To SCALE
H"TICAPPED PA&UNC SIGN
710 RA' U.S7PD rOR ALL S'rOR/r SA'1d'R P/PAPS ASSOCIATLrD JIlTR THIS PROJ917 r
.
No PRMEOTION tIf PfIt m"OVE GRMND .kW
�10P 00,FILL. Too WELL-lopQF F9S .
CRSIUMI 114E "_____ ORCUKP,lINE;>� � OR�iI� L.MEs ..�•-.,'
Irk
T EARTHCA
s i
� .^ anti D
YAtfA11Al;
ETIiy
Mott 1/1D
X, q % H3ELY3R(R 747;p % IO %
F"DATION SOFT, YIEL,DW. OR,
NORMAL. EARTH FOUNDATION ROCK FOUINDATIQN OTMRWISE' .UNSUITAKE- MATEMAL
PPE PRO.IECTIDN ABOVE CROLa 40 L.IINE
MIN. : d o . - 66i1i AIS,n D
.L9Y_ Ld " a 14N. 0"x tl
1, w , 3 O
Tw Dr IF Lit.
(QP Off'� L
`�
;
Lc 1(1p Qr flu,
-^ rrrd�rrrr �rrr'r'r'{r'r
r
4 r.,dYYD
r rr, rrrArKp
r
'e _ r r rrrfrr. GJH,dRI(H
+ rrrrrrfr rrrre,.rrr-GHrI
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mt#�'
MOL too a Atl % TI •DGFG7
MTIN�
y
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ry
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24"
FOUNDATION SOFT(YF!•> G1 * .
NOWL EMTt FOQNDA'Fi N
ROB FOUNDATION
OTHEfkW&' UNl QITABLE .M44TERI&
1 CTiCp1 I3Hff'i =H 11] 7GE02 LAE 01114
Fixi PIA�Tb` PPE', Tit LI®T3.OF THE moss I dACwLL MATES "'u BE
CLASS Z HACKIAL VT&RI& IN AWQWN#C1', E%T[.1 G i6 st^ MOVE If I(OP' OF. TBE PM'¢+
.WITH CI1CH 30;T OF
pT�E t)Ct(5 F�i NOT I t67 KA PF Pft CljL1/FJRT9:
Ak1P tt}T +R�� r.(T
�{E A.l H n PICC4RD€
T 342 0f l i ' WOAD 'Pdf3 BHiD4E 4DI 5 s�
�,��g QE�F� T� it RUN
• T(iE v�
.251 AIdD,' 1,� hl i'=SE7FOR ,1y;�B >3F
Njj�Fy=r
INSTALL. Off' PIPE CULVERT MD STORM SEtNE�
RAI9
CIRC4 PIPE BEDDING AND BAC`KFII�L - METHOD IIAI`
r L , +
(�YFSjO�I DA7E
VKfi�dA DFJPAlLT7ELlLT Df - riPNtBFCftThTkif+
107.4f
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7
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f� U_
O
a
L
N
t
REVISIONS
DATE ITEM
11 23 2020 PER COMMEN TS
06 08 2021 PER COMMENTS
DATE
av
7-31-2020 0
SCALE
c
NO SCALE
o
0
PROJECT MANAGER
BIRIAN C. MITCHELL,
v
DESIGNED BY
BCM / LEN
CHECKED BY
c
v
PROd.
c
20190267
v
SHEET #
C - 10
s
LEGEND
GENERAL
-TP TP TP—
TREE PROTECTION ZONE (TPZ)
• • ..
PHASE BOUNDARY
• .
SUBDIVISION BOUNDARY
FX-GAS
EXISTING UNDERGROUND GAS
0HEST
EXISTING OVERHEAD ELECTRIC
UHF
EXISTING UNDERGROUND ELECTRIC
EXISTING STORM SEWER
PROPOSED STORM SEWER
E
PROPOSED BURIED ELECTRIC
— —
PROPERTY LINE
- — — -200— — — —
EXISTING CONTOUR
M
PROPOSED CONTOUR
+ 572.50
PROPOSED SPOT ELEVATION
SEWER
-----------`$�--------- EXISTING SANITARY SEWER
Poo SAN — PROPOSED SANITARY SEWER
SAN— SEWER CONNECTIONS
SANQ SEWER CLEANOUT
WATER
— EXISTING WATERLINE
W PROPOSED WATERLINE
VALVE
ABBREVIATION LIST
A ADJ ADJACENT, ADJUSTABLE
AFF
ABOVE FINISH FLOOR
ALT
ALTERNATE
ALUM
ALUMINUM
APPROX
APPROXIMATE
ARCH
ARCHITECT(URAL)
B BC
BOTTOM OF CURB
BD
BOARD
BLDG
BUILDING
BLKG
BLOCKING
BRK
BRICK
BR
BOTTOM OF RAMP
BS
BOTTOM OF STAIR
BW
BOTTOM OF WALL
C CEM
CEMENT
CIP
CAST IN PLACE
CJ
CONTROL JOINT
CMU
CONCRETE MASONRY UNIT
COL
COLUMN
CONC
CONCRETE
CU FT
CUBIC FEET
D DID
DECK DRAIN
DIA
DIAMETER
DIAG
DIAGONAL
DIM
DIMENSION
DN
DOWN
DS
DOWN SPOUT
DWG(S)
DRAWING(S)
E E
EAST
EA
EACH
EJ
EXPANSION JOINT
EL
ELEVATION
ELEC
ELECTRIC(AL)
SYMBOLS
DRAWING TITLE
DRAWING TITLE* DRAWING DESCRIPTION
SCALE: ]:Xo 0 0.5X X 2X
6NE��
DRAWING No./LETTER GRAPHIC BAR SCALE
DRAWING LOCATION DRAWING SCALE
SECTION/ELEVATION
SECTION NUMBER
SECTION LOCATION
DETAIL KEY
DETAIL LETTER
DETAIL TITLE # I DETAIL LOCATION
AREA TO BE DETAILED
MISC
CENTERLINE
f�
PROPERTYLINE
4
ANGLE
PERPENDICULAR
DIAMETER
NORTH ARROW
N
MATCHLINE
�sIIIIIIIIIIIIIIIIIINM�>•
EQ
EQUAL
MAX
MAXIMUM
RL
RAIN LEADER
EQUIP
EQUIPMENT
MECH
MECHANICAL
EXP
EXPOSED
MED
MEDIUM
S
S
SOUTH
EXIST
EXISTING
MFR
MANUFACTURER
SCHED
SCHEDUL(E), (ED)
EXT
EXTERIOR
MIN
MINIMUM
SD
STORM DRAIN
MISC
MISCELLANEOUS
SHT
SHEET
F
FAB
FABRIC
MO
MASONRY OPENING
SIM
SIMILAR
FIN
FINISH
MTL
METAL
SQ
SQUARE
FT
FOOT, FEET
SS
STAINLESS STEEL, SOLID
FTG
FOOTING
N
N
NORTH
SURFACE
NIC
NOT IN CONTRACT
STD
STANDARD
G
GA
GUAGE
No., #
NUMBER
STL
STEEL
GALV
GALVANIZED
NOM
NOMINAL
STN
STAIN(ED)
GC
GENERAL CONTRACTOR
NTS
NOT TO SCALE
SUSP
SUSPEND(ED)
H
HDW
HARDWARE
O
OC
ON CENTER
T
TBD
TO BE DECIDED
HDWD
HARDWOOD
OD
OUTSIDE DIAMETER
TC
TOP OF CURB
HM
HOLLOW METAL
OPNG
OPENING
TEL
TELEPHONE
HOR
HORIZONTAL
OPP
OPPOSITE
THK
THICKNESS)
HT
HEIGHT
TOM
TOP OF MASONRY
HVAC
HEATING/VENTILATING/
P
PERF
PERFORAT(E), (ED), (ION)
TOS
TOP OF STEEL
AIR CONDITIONING
PL
PLATE
TS
TOP OF STAIR
PLYWD
PLYWOOD
TW
TOP OF WALL
ID
INSIDE DIAMETER
PNL
PANEL
TV
TELEVISION
INCL
INCLUD(E), (ED), (ING)
PNT
PAINT(ED)
TYP
TYPICAL
INSUL
INSULAT(E), (ED), (ING), (ION)
PSF
POUNDS PER SQUARE FOOT
INT
INTERIOR
PSI
POUNDS PER SQUARE INCH
U
UNO
UNLESS NOTED OTHERWISE
PT
POINT
J
JT
JOINT
P.O.B.
POINT OF BEGINNING
V
VERT
VERTICAL
VIF
VERIFY IN FIELD
K
KO
KNOCK OUT
R
RAD
RADIUS
RB
RUBBER BASE
W
W
WEST, WIDE, WIDTH
L
L
LENGTH
RD
ROOF DRAIN
W/
WITH
LT
LIGHT
RE:
REFER TO
W/O
WITHOUT
REINF
REINFORC(E), (ED), (ING)
WD
WOOD
M
MAS
MASONRY
REQD
REQUIRED
WE
WATER ELEVATION
MATL
MATERIAL
REV
REVISION
WT
WEIGHT
GENERAL NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW THE SITE CONDITIONS AND INFORM THE LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES IN SITE CONDITIONS OR EXISTING GRADES THAT ARE NOT DESCRIBED ON THE PLANS BEFORE
COMMENCING WORK.
2. THE CONTRACTOR SHALL INSURE THAT ALL WORK MEETS ALL APPLICABLE LOCAL AND NATIONAL BUILDING AND SAFETY CODES
THAT PERTAIN TO THE PROJECT WORK. IF THERE IS A DISCREPANCY BETWEEN A CODE AND THE CONTENT OF THE PLANS, THE
CONTRACTOR IS TO CONSULT LANDSCAPE ARCHITECT BEFORE PROCEEDING.
3. SHOULD THERE BE ANY DISCREPANCIES BETWEEN LANDSCAPE ARCHITECTURAL, ARCHITECTURAL, OR ENGINEERING DRAWINGS,
THE CONTRACTOR IS TO CONTACT LANDSCAPE ARCHITECT TO REVIEW AND COORDINATE BEFORE PROCEEDING WITH WORK.
4. CONTRACTOR IS TO CREATE A WORK SCHEDULE AND DISTRIBUTE TO OWNER, LANDSCAPE ARCHITECT, AND CIVIL ENGINEER
PRIOR TO COMMENCEMENT OF WORK. THE SCHEDULE IS TO CLEARLY OUTLINE DATES FOR:
A. PRE -CONSTRUCTION MEETING TO REVIEW CONSTRUCTION FENCE AND TREE PROTECTION MEASURES.
B. REVIEW OF MATERIAL MOCK-UPS.
C. REVIEW OF SITE AND ARCHITECTURAL LAYOUTS.
D. CONCRETE FOUNDATION AND SLAB REVIEWS.
E. PLANTING SCHEDULE - TO BE IN ACCORDANCE WITH NORMAL PLANTING TIME OF SPECIFIED PLANT MATERIALS.
F. LANDSCAPE PLANTING TREE LAYOUTS (WITH FLAGS) AND PLANT QUALITY REVIEW (BEFORE PLANTING).
G. FINAL PLANTING REVIEW.
H. PROJECT COMPLETION,
5. CONTRACTOR SHALL VERIFY LOCATION & DEPTHS OF SITE UTILITIES PRIOR TO START OF CONSTRUCTION ACTIVITIES AND
IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT IF CONFLICTS OCCUR BETWEEN UTILITIES AND PROPOSED ELEMENTS.
CONTRACTOR SHALL COORDINATE ALL NECESSARY UTILITY LOCATIONS WITH THE SERVICE PROVIDER IN CONSULTATION WITH THE
LANDSCAPE ARCHITECT.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO SITE FEATURES TO REMAIN RESULTING FROM
CONSTRUCTION ACTIVITIES IN THE AMOUNT OF COST TO REPAIR OR REPLACE.
7. PRIOR TO PROJECT COMPLETION, THE SITE IS TO BE THOROUGHLY CLEANED OF ALL CONSTRUCTION DEBRIS, SIGNS ETC.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO GROUND AND BOND ALL EXPOSED METAL OBJECTS IN LANDSCAPE.
9. NO CONSTRUCTION ACTIVITY INCLUDING GRADE CHANGES, SURFACE TREATMENTS OR EXCAVATIONS OF ANY KIND IS PERMITTED
WITHIN THE AREA IDENTIFIED ON THESE DRAWINGS AS A TREE PROTECTION ZONE (TPZ). IN ADDITION NO ROOT CUTTING, NO
STORAGE OF MATERIALS OR FILL, NO MOVEMENT OR STORAGE OF VEHICLES OR EQUIPMENT IS PERMITTED WITHIN THESE AREAS.
THE AREA(S) IDENTIFIED AS A TPZ MUST REMAIN UNDISTURBED AT ALL TIMES.
10. CONTRACTORS MUST CLEAN UP ALL TRASH AND DEBRIS ON THE CONSTRUCTION SITE AT THE END OF EACH DAY. LIGHTWEIGHT
MATERIAL, PACKAGING, AND OTHER ITEMS MUST BE COVERED OR WEIGHTED DOWN TO PREVENT WIND FROM BLOWING SUCH
MATERIALS OFF OF THE CONSTRUCTION SITE. CONTRACTORS ARE PROHIBITED FROM DUMPING, BURYING, OR BURNING TRASH
ANYWHERE ON THE SITE. DURING THE CONSTRUCTION PERIOD, THE CONSTRUCTION SITE MUST BE KEPT NEAT AND TIDY TO PREVENT
IT FROM BECOMING AN EYESORE FOR THE OWNER. DIRT, MUD, OR OTHER DEBRIS RESULTING FROM ACTIVITY ON SITE MUST BE
PROMPTLY REMOVED FROM SURROUNDING ROADS AND WALKWAYS.
1 l . CONTRACTOR RESPONSIBLE FOR ALL PERMITTING AND ENTITLEMENTS REQUIRED FOR CONSTRUCTION.
LAYOUT NOTES
l . DO NOT SCALE DRAWINGS.
2. ALL PLAY AREA DESIGNS SUBJECT TO CHANGE PER COORDINATION WITH PLAY EQUIPMENT MANUFACTURERS
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUT DIMENSIONS IN THE FIELD. REPORT DISCREPANCIES TO THE
LANDSCAPE ARCHITECT BEFORE STARTING CONSTRUCTION.
4. ALL ANGLES ARE ASSUMED TO BE 900 UNLESS OTHERWISE NOTED.
5. ANY ALTERATIONS TO THESE DRAWINGS PROPOSED IN THE FIELD FOR CONSTRUCTION SHALL BE PROMPTLY REPORTED TO THE
LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION.
6. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF CONFLICTS IN LAYOUT OF LANDSCAPE FEATURES ARISE DUE TO CHANGES TO
ARCHITECTURAL PLANS.
7. SEE CIVIL DRAWINGS FOR LAYOUT OF PARKING AREAS, DRIVES, AND CURBS.
GRADING NOTES
1. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN FIELD AND REPORT ANY
DISCREPANCIES TO THE LANDSCAPE ARCHITECT.
2. SLOPE AWAY FROM ALL BUILDINGS.
3. PROVIDE VERTICAL CURVES OR ROUNDINGS AT ABRUPT CHANGES IN GRADE UNLESS
OTHERWISE NOTED. BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING.
4. PITCH EVENLY BETWEEN SPOT GRADES, ALL PAVED AREAS MUST PITCH TO DRAIN AT A
MINIMUM OF 1%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE
REPORTED TO THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK.
5. ALL EXTERIOR STEPS SHALL HAVE BETWEEN A 1% OR 2% WASH ON THE TREADS. SEE STEP
DETAILS FOR SLOPE PERCENTAGE.
6. ONCE GRADING OPERATIONS ARE COMPLETE, ALL DISTURBED AREA WITHIN OR OUTSIDE
OF THE LIMITS OF CONSTRUCTION SHALL BE STABILIZED BY FINE GRADING AND SODDING
OR MULCHING AS DIRECTED BY THE LANDSCAPE ARCHITECT.
7. PROVIDE TOPS OF WALLS AND PIERS TO HAVE MIN. 1% WASH TO DRAIN.
B�
Waterstreetstudio
landscape architecture I civil engineering
418 E Main Street 434.295.8177 Charlottesville, VA 22902
I I
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NOT FOR CONSTRUCTION
professional seal
TODD SHALLENBERGER
project manager
CARLIN TACEY
project team
NORTH POINTE
CLUBHOUSE
project name
DAVID MITCHELL
SOUTHERN CLASSIC
client
3891 Seminole Trail,
Charlottesville, VA 22911
project address
20190267
project phase
APRIL 22, 2021
issue date
revisions
1 - 01 /21 /2022 - COUNTY COMMENTS
LANDSCAPE NOTES
sheet title
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w a t e r s t r e e t s t u d 10
landscape architecture I civil engineering
418 E Main Street 434.295.8177 Charlottesville, VA 22902
� l
NOT FOR CONSTRUCTION
professional seal
TODD SHALLENBERGER
project manager
CARLIN TACEY
project team
da' DRAWINGS FOR POOL 1 a d - PLANT BED, TYP.1-1 A
^ d DECK LAYOUT - A !I a \ \ \ \
n 4 d d a °^°.. ad LANDSCAPE
IN n a `\��\\ \\�� \\ •�' NORTH POINTE
n ,l LIGHTING, TYP. SEE
d LIGHTING PLAN
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11
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w - -- i w-_____- w \ Ilk
---_ w w / w --- w A P R I L 22 2021
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w 3 \ issue date
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/ \ IN,
V 4 / 4 V° d 4 C 4 \\
revisions
4
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sheet title
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NOTES: — — //� //�^``
0 10 20 40
1. SEE CIVIL PLANS FOR ALL GRADING
2. SEE LIGHTING PLANS FOR PROPOSED LANDSCAPE LIGHT FIXTURES \
sheet number
vk`
w a t e r s t r e e t s t u d 10
landscape architecture I civil engineering
418 E Main Street 434.295.8177 Charlottesville, VA 22902
� l
NOT FOR CONSTRUCTION
professional seal
TODD SHALLENBERGER
project manager
CARLIN TACEY
project team
da' DRAWINGS FOR POOL 1 a d - PLANT BED, TYP.1-1 A
^ d DECK LAYOUT - A !I a \ \ \ \
n 4 d d a °^°.. ad LANDSCAPE
IN n a `\��\\ \\�� \\ •�' NORTH POINTE
n ,l LIGHTING, TYP. SEE
d LIGHTING PLAN
I A d a a a. a \ CLUBHOUSE
a I \\ \ \\ \\ \\ \\ \\ \\ \ \ \ \ ` ` `p'� / �J project name
a ^ d
ay d..-^a ° d {{.a .pa a i a ° d _ 4 q va d °°•, `a` aO` _ /,�
a a ^a ° d_^ a a s d y\ a ^y II a _n _ a d \ \n as .. n \\\ \\\ d(�/\ \\ \\\.. v\\\\ n\IiQ\ \\\\ \\ \\ d^\\ \\\ _.—.—.—_/� d- ``V vq / DAVIF MITCHELL
- ^ a n d y a _ ` n y n d ' i a _ . \ \ \ \ \ \ \ \ \`.�` \ `.\ \ \-\--\-R �\ k-\ C �` `c-� \`-,\ \-\- \�-� \� �\ \\\�\ \ \ \ \ \ \ \ \ ` \ \ . - . . • . . • . r • . - . O"c /
\ \\\\ `\\\\ `\\\\\ `\\\\\\ \\\\ ```\\ \\\ \\\\\ \\\\ `"\\ `\\\ -:`r . / SOUTHERN CLASSIC
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/ 4 , ; < ' ' ' .. , ' ' • ' . , ' ' ' , , ' ' ' , , ' ' ' , ' ' ' ' , , ' ' ' ' w , ' ' , ' ' ' , , , , , , ' ' ' ' ' ' ' ' , , ' ' ' ' , ` `` ``\\ r . r r . . . . r . r` r`a `.
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/
3891 Seminole Trail,
— - ..
.. _. r . :cect address
a4 LAWN Charlottesville, VA222911
11
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44 \ 4 °: SIDEWALK
4
° 4 °J \ \ �\ project phase
w I w i v �r w w — w w w w w w w w w— CLIFFSTONE BOULEVARD w w w ° \ �\
w - -- i w-_____- w \ Ilk
---_ w w / w --- w A P R I L 22 2021
aaoa oyy
/
w 3 \ issue date
a _ ^
IN
aso-o a000
w
\ IN, ` w
/ \ IN,
V 4 / 4 V° d 4 C 4 \\
revisions
4
4° ' 4 d 4 ° as d °/° a 4 ad
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1 - Ol /21 /2022 -COUNTY COMMENTS
q o 4 v a 4 v
4.11
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v d
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v y v y
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4 ° PLAN
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sheet title
v.
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NOTES: — — //� //�^``
0 10 20 40
1. SEE CIVIL PLANS FOR ALL GRADING
2. SEE LIGHTING PLANS FOR PROPOSED LANDSCAPE LIGHT FIXTURES \
sheet number
MR
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I s - S \\ ` 2 - 0 022 - COUNTY COMMENTS
LEGEND - GROUNDCOVER
4
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d4. °° FRAGRANT SUMAC PLANTING '
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w\I \ _ NOTES: - - - -
- - - - - PENSYLVANICA; -------------------- - -'`
m'1 __ / / / ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST _ - - - -_-----'"
d — LANDSCAPE
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o \\\ PLANTING SEASON FOLLOWING THE ISSUANCE OF THE - - - - SURFACING -
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Canopy Per Species*
toward Tree Canopy
Total Canopy
Requirements **
TREES
4
AF
Acerx freeman ii 'Jeffersred'
Freeman Maple
2.5" Cal.
AS SHOWN
B&B
Street tree
397
1588
3
AS
AcerSoccharum 'Legacy'
Hardy Sugar Maple
2.5" Cal.
AS SHOWN
B&B
Street tree
195
585
6
LS
Liquidambarstyraciflua 'Ward' CherokeeTM
Sweetgum
2.5" Cal,
AS SHOWN
B&B
Street tree - Non -fruiting variety
249
1494
9
BN
Bet ula nigra
River Birch
7-8' Ht.
AS SHOWN
B&B
Single straight leader
397
3573
3573
14
C
Cerc s can n is A e f H ar s'
ast rn e u
8'- Ht.
A O N
B 'B
atc ed p cimen
124
l 6
3
13
CIF
Cornus florida 'Appalachian Mist'
Flowering Dogwood
8'-9' Ht.
AS SHOWN
B&B
Matched specimen, single straight
124
1 1 16
1612
lea 1e
13
HV
Hamamels virgin ana
Witc hazel
7'-8' Ht.
AS SHOWN
B&B
Single straight leader
113
1469
1469
20
JV
Juniperus virginiona
Eastern Redcedar
7-8' Ht.
AS SHOWN
B&B
Single straight leader
16
320
320
4
LT
Liriodendron tulipifera
Tulip Poplar
2.5" Cal.
AS SHOWN
B&B
Single straight leader
387
1548
1548
8
MV
Magnolia virginica
Sweetbay Magnolia
7-8' Ht.
AS SHOWN
B&B
Single straight leader
113
904
904
9
NS
Nyssa sylvatica
Black Gum
2.5" Cal.
AS SHOWN
B&B
118
1062
1062
7
PA
Platanus x acerifolia ' Bloodgood'
London Plane Tree
3.5" Cal.
AS SHOWN
B&B
Single straight leader
368
2576
2576
2
PS
Pin us strobus
White Pine
7-8' Ht.
AS SHOWN
B&B
118
236
236
SHRUBS
31
SCS
Corn us seriaea
Red Twig Dogwood
24" Ht,
3' Q.C.
3 Gal.
72
2232
2232
60
SFG
Fothergilla gardenii
Witch -alder
24" Ht.
3' O.C.
3 Gal.
3
180
5
SIV
Ilex verticillota s pp.
Winterberry
36" Ht.
4' O.C.
3 Gal.
Include 1 male cultivar for every 10
41
205
female
1000
SRA
Rhus aromatica 'Gro-Low'
Gro-Low Sumac
19' Ht.
3' O.C.
3 Gal.
33
33000
238
STO
7huja occidentalis 'Smaragd'
Emerald Green Arborvitae
6-7 Ht.
AS SHOWN
B&B
Single straight leader
10
2380
2380
112
SVD
Viburnum dentatum `Blue Muffin'
Arrowwood Viburnum
3'-4' Ht.
4' O.C.
5 Gal.
31
2356
3472
TURF
Tall fescue Seed Mix per the Virginia Cooperative Extension Program Recommendation
(except where noted sod or synthetic turf)
Total Canopy
21508
60172
* SF based on Plant Canopy
Calculations - https://www.albemarle.orq/home/showpublisheddocument/1020/6375511
14418370000
I'Planting
exceeding five feet in height at a maturity of ten years after
planting; within the gross acreage
of developed site property
LANDSCAPE
CALCULATIONS
Tree Canopy
Requirement:
20% of Total Site Area
Total Site Area
Square feet
Gross Site Area
87,878 Square feet
(-J Rec. Areas
7,900 Square feet
() Pond Area
0 Square feet
(-J Wetland Area
0 Square feet
Required;
15,996 Square feet
Provided:
21,508 Square feet
(+) Tree Save
0 Square feet
+) Canopy Bonus
0 Square feet
(+J Proposed Trees
'n
21,508
Qualif Shrubs
Square feet
Street Trees
1 Large Shade Tree (1 112" cal,) per 50 Linear Feet of
Requirement:
Frontage; Street trees approved as a part of Road
Plan - Section i Submittal
Street Frontage:
631 Linear Feet
Required:
13 Large Shade Trees
Provided:
13 Large Shade Trees
Interior Parking Lot
Trees
Requirement:
I Large Shade Tree per 10 Parking Spaces
Parking Lot # 1
Parking Spaces:
29
Required:
3 Large Shade Trees
Provided:
3 Large Shade Trees
Interior Parking Lot
Landscaping Area
Requirement:
5% of Paved Parking and Vehicular Circulation Area
shall be Landscaped with Trees and Shrubs
Parking Lot
Parkin Area:
13,443 Square feet
Required:
672 Square feet
Provided:
3,505 Square feet
Screening
Requirement:
Additional planting of low street shrubs (12" tall
minimum) between the street and the parking area
is required. Parking areas consisting of four spaces or
more shall be screened from adjacent residential or
rural districts.
Provided:
The parking lot is screened by a hedgerow of 87 Thuja
occidentalis 'Smaragd' spaced 36" O.C.
w a t e r s t r e e t s t u d 10
landscape architecture I civil engineering
4i8 E Main Street 434.295.8177 Charlottesville, VA 22902
NOT FOR CONSTRUCTION
professional seal
TODD SHALLENBERGER
project manager
CARLIN TACEY
project team
NORTH POINTE
CLUBHOUSE
project name
DAVID MITCHELL
SOUTHERN CLASSIC
client
3891 Seminole Trail,
Charlottesville, VA 22911
project address
20190267
project phase
APRIL 22, 2021
issue date
1 - 01 /21 /2022 - COUNTY COMMENTS
2 - 04/04/2022 - COUNTY COMMENTS
revisions
PLANTING SCHEDULE
AND CALCULATIONS
sheet title
L29
sheet number
IN
9
Introduction
The new RSX LED Area family delivers maximum
value by providing significant energy savings, long
1
life arid I outstandin .9 p hcitcirnetfic performance at an
Specifications
affordable price. The RSX1 delivers 7,000 to 17,0W
EPA
lurnens allowing it to replace 70W to 40OW HID
0,,57 ft' (0,05 rril)
lunninaire,5'
Length,
21 :8' i55A crn)
The RSX features an integral univecial mounting
(SPA mQunt)
mechanism that allows the luminaire to be mounted
width:
13.3"(333 c(n) L
on most existing drill hole patterns- This "no -drill"
Height-
3.0'47.6 crn) Main Body <
7.12' (1 8A Crn) Arril
FQlutiQn pFQYirJe5 significant labor iiavinq5, An
easy -access door on the bottom of mounting arm
Weight
31 �O lbs, (114,11 kg)
allows for vAring vvithout-opening the electrical
compartme n-.L A mast arm adaptor, adjustable
Integral slipfitter anclother mounting configurations
are available-
40K R3 MVOLT SPA DD8XD,
8SX1 LED
P11
30K Rr112
1102wile
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AIMING DETAILS
I. J
CEDAR
HIGHUGHTS
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Accent li&s are suitable fai a variety of mountin
applications including ground, wall, tree, sign and
architectural accents
Suitable for wet bcaflons
Available in 80CRI and 90CRI
Taper-suie lock
3 60]m
LUMEN PACKAGES
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10 m V
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'Clams here to visit
Round Tenon Mount - Pole Too Slipfitters
lip
HAN RHOU ORIENTATION
D �r s
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R5X POLE,MILLING
T4 rr
RSX VANDARD ARM &ADJUSTABLE ARM
RVNIA
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ORDERING INFORMATION
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ht(401i. SPJ-3124
Finish: Black
Contemporary Path Light
Forever Brigi-vt
ww'0
SPECIFICATION FIENWRES
Finish: Our naturally etched firdslieswill --rdthritand the test of tifoe,AIJ finishes are
individuW1
ytreate cod insuring n5i5tency, Our meticulo-U5 a1}plica4on results
in a fixtuic, that truly b(;Qrfle-s "a cinro of a kind.
mectricah AlaiLablein 12Vor 120V
Labels: ETL Standard Wet Label
C-ETL
Model#:
SPJ-3124
Material.,
Solid Brass
Electrical:
1211 or UGov
Engine.,
FB--,?WREC-TA I 25-2700K
lumens.
126
Color Temp;
2700k
Mounting:
Consult Factory
LIED:
Nichia
vs Wet Listed
0
OROFERING INFORMATION,
ModelFinishes Wattage
SPJ3124
.......... . ..... . . .. ....
1 2W 2700K 12V -
JA tvjcu a 111KA
A9 = Aged Orm R = Rusty
UN = ltb Uturize VYD?= FIA F*kd
RC ftwuww rim = Pliv UW
WWW.SPJLIGHTING.COM
OR1354 LED
197-0352 (previous product code: 616-1321 — for reference only!)
1/3
Description
IP55- Rectissed LED wall lurnhiaira. Shielded light source. Suitable
for installation in cavity will construction of concrete pour
coflstiuction using optional installation blorkaut.
Lumens Color Temp. Electrical
�rtatl ley
AMK 12 IN
5000K
Beam Type
Light; ourpe
CRI
LED-6/6W 350 mA - 30M K
80
Dear Type electronic gear
Nominal Luminous Flux (Im)
LEO Lurriens
LEDs
134-5 Ion
6
Total Lumens
807 IM
Tj 85 9c
Delivered Lurnans Flux Unri)
LED Lumens
Total Lumans
85'9 Im
515.5 lin
Ta
25 OC
Rated Input Power 7.7 W
WE-Ef UGffnNG USA LLC
419-0 Kuptuvo 904-a I Wzrandalo PA IF103 I 1.13A, l ful + 1724 742 GEM I N-, + 1124 742 09351 cm I vmwmOxuin 121 04-2Cr21 0155
4AALED QRI'
197-03 52 (previous product code: 616-1321 —for reference only!)
2/3
trrl
j
;1 1011
x
J
OYCIM -
Material Specification
Body, L e
umloair body and lens frame constructed in die cast a
--------- - --- .........
Ilbsy 7,10
Lens:
Tempered glass lens.
HALK04 Black
1= HALIA07 Gfey Metallic
RALWI6 While
SM RAL8019 hark Orono
Quick ship,
Quickship features a one week ship time for Stoplights and two week ship time for the
rest of our Core products All applicable information must be included for o(dersto be
processed and colours must be a
M one of our 4 standard firlishfls. A maximum ardpr
quantity of 30 pieces applies.
Gasket:
Silicone rubber gasket
Fasteners:
PCS plympr coated stainless. Meal
Ingress protection'
if 66
Impact protection:
IK08
Corrosion protectio
F, En.
Mounting:
$ijilla4le for installation In cavity wall costrLiction or concrete pour corlstilwilon using
optional installation b1bduut.
Listings:
EIL listed. SOtable for wet lootlons,
Eleotrica I $pecilication
Power supply:
Integral tEtGI electronic driller 120V-277V. 0-1 OV dimmable, to be specified
with cider.
Driver f —I&I I -a' 3 _t --liltegrW
EG electronic converter
Cable:
Suitable for t,hf ough wiring.
4100fria
LED A0,U013 h ta 2511[810/70) Caritfol gear >59,000 It Ta 2F
Mounting Accessories
WE-EF UGKnNG USA LLC
Fax at 721 74209351v1fu.ww-Wju-afivrn lvA*%w'W-'JLCU1nj2l-04-41'2l 113:66
Mf
1$70:
FEDERATED LIGHTING
IRGINIA
Designer
FLVA-BE
Date
12.20.21
Scale
SEE DRAWING
Drawing No.
Summary
NFC