HomeMy WebLinkAboutSDP202100053 Plan - Revision 2021-10-07GENERAL CONSTRUCTION NOTES:
(AS PER RGA PLAN)
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S
REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO
THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE
PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO
RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH
SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND
PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS.
BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS
AS WELL AS LOCAL., STATE, AND FEDERAL POLICIES.
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN. IN THE OPINION OF THE
RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY
THE CONTRACTOR. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST
COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART
1926).
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND
BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE
SPECIFICATIONS (LATEST EDITION).
EARTHWORK, DRAINAGE, & SITE CONDITIONS:
(AS PER RGA PLAN)
1. EXCEPT AS OTHERWISE SHOWN ON THE PLAINS, ALL CUTS AND FILLS SHALL
MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. ALL FILL
MATERIALS SHALLLBE COMPACTED TO 95X OF THEORETICAL MAXIMUM DENSITY AS
DETERMINEDBY AASH ID T- 99 METHOD A. WITHIN PLUS OR MINUS 2X OF
OPTIMUM MOISTURE. FOR THE FULL WIDTH AND DEPTH OF THE FILL
3. ALL GRADING AND IMPROVEMENTSTO BE CONFINED TO THE PROJECT AREA
UNLESS OTHERWISE INDICATED.
4. AIL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE
LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION)
UNLESS OTHERWISE STATED WITHIN THE PLANS.
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE
IMMEDIATELY REPORTED TO THE ENGINEER.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR
TO BEGINNING WORK. AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE
EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE
SHOWN ON THE PLANS AND SPECIFICATIONS.
7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE,
CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL
GRADING COMPLETION FOR ADVICE AND CONSENT.
SITE PLAN
OLD TRAIL VILLAGE
BLOCK 32, PHASE 2
LOTS 34 THROUGH 40 AND LOTS 93 & 94
WHITE HALL MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT
THE START OF THE WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE
LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF
IMAGERY COLLECTION.
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE
CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS
NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL
WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER
MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS AND WATER UNES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
DURING A FUTURE EXTENSION OF THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING
BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING
WATER ACT).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER
LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING
REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL
INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY
BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING"
PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
SHEET SCHEDULE
SHEET
CONTENTS
TITLE PAGE
VICINITY MAP
GENERAL CONSTRUCTION NOTES:
1.00
ACSA GENERAL WATER & SEWER CONDITIONS
EARTHWORK, DRAINAGE, & SITE CONDITIONS:
GENERAL SURVEY NOTES
LEGEND
2.00
LOTS 34 - 40 EXISTING CONDITIONS
2.10
LOTS 34 - 40 SITE PLAN AMENDMENT
2.20
PARKING EXHIBIT
3.00
DETAILS
4.00
DEVELOPMENT CHART
SDP2021-00053
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SITE
25 VICINITY MAP
SCALE 1" = 1000'
LEGEND:
R/W = RIGHT OF WAY
SBL = SETBACK LINE
D.B. = DEED BOOK
PG. = PAGE
TMP = TAX MAP AND PARCEL
WL = CENTERLINE WATERLINE
ACSA = ALBEMARLE COUNTY SERVICE AUTHORITY
SD/E-1 = VARIABLE WIDTH PUBLIC
SIGHT DISTANCE EASEMENT
D.B. 5208, PG. 362, 366 (PLAT)
SD/E-2 = VARIABLE WIDTH PUBLIC
SIGHT DISTANCE EASEMENT
D.B. 5386, PG. 251, 255 (PLAT)
SD/E = VARIABLE WIDTH PRIVATE
STORM DRAINAGE EASEMENT
D.B. 5386, PG. 251, 255 (PLAT)
ST/E = 20' PUBLIC STORM DRAINAGE EASEMENT
D.B. 5386, PG. 251, 255 (PLAT)
SS/E = 20' ACSA SANITARY SEWER EASEMENT
D.B. 5208, PG. 362, 366 (PLAT)
WL/E-X = EXISTING 20' ACSA WATERLINE EASEMENT
D.B. 5386, PG. 251, 255 (PLAT)
WL/E = NEW 20' ACSA WATERLINE EASEMENT
(FROM PT. "A" TO "B" SEE TABLE)
NEW DW/E = NEW DRIVEWAY EASEMENT
PD/E-1 = VARIABLE WIDTH PRIVATE
STORM DRAINAGE EASEMENT
D.B. 5208, PG. 362, 366 (PLAT)
PD/E-2 = VARIABLE WIDTH PRIVATE
STORM DRAINAGE EASEMENT
D.B. 5386, PG. 251, 255 (PLAT)
PHASE 1 = D.B. 5208, PG. 362, 366 (PLAT)
PHASE 2 = D.B. 5386, PG. 251, 255 (PLAT)
(RGA PLAN) = PLANS PREPARED BY ROUDABUSH, GALE &
ASSOCIATES TITLED ROAD AND UTILITY PLAN
OLD TRAIL VILLAGE BLOCK 32 DATED
SEPTEMBER 10, 2018 AND LAST REVISED MAY
23, 2019
680.57 X = EXISTING ELEVATION
680.57
X = PROPOSED ELEVATION
680.57
= DRIVEWAY SLOPE
O = EXISTING HYDRANT
NOTES:
1.) OWNER:
MARCH MOUNTAIN PROPERTIES, LLC.
1005 HEATHERCROFT CIRCLE, SUITE 100
CROZET, VA 22932
2.) TAX MAP AND PARCEL(S):
TMP 055EO-01-32-03400 THROUGH
TMP 055EO-01-32-04000
3.) DEED REFERENCES:
DEED BOOK 2233, PAGE 389 (PORTION THEREOF)
DEED BOOK 5386, PAGE 251, 255 (PLAT)
4.) MAGISTERIAL DISTRICT: WHITE HALL
5.) ZONING:
NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH PROFFERS OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016.
6.) PLANNED USE: SINLGE FAMILY ATTACHED RESIDENTIAL (TOWNHOUSE) UNITS. LOTS 34-36, LOTS 37-39 AND LOTS 40, 93, AND 94 ARE 3 SETS OF 3
ATTACHED TOWNHOUSE UNITS. BY THIS PLAN 2 ADDITIONAL LOTS (LOT 93 AND LOT 94) ARE BEING CREATED. SEE NOTE 22 BELOW FOR UNIT/PHASE
BREAKDOWN. LOTS 34 THROUGH 40 ARE DESIGNATED AS AFFORDABLE HOUSING UNITS.
7.) WATERSHED: LICKINGHOLE CREEK
8.) WATER SUPPLY WATERSHED: SOUTH FORK RIVANNA RESERVOIR.
9.) AGRICULTURAL -FORESTALL DISTRICTS: DOES NOT LIE WITHIN.
10.) DEVELOPMENT AREA: LIES WITHIN THE DEVELOPMENT AREA.
11.) CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN PROJECT LIMITS.
12.) TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE
UNDER HIS SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED BETWEEN DECEMBER 4, 2020 THROUGH DECEMBER 12, 2020; AND THAT THIS PLAT, MAP OR
DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.. NO BURIAL GROUNDS WERE FOUND.
13.) THE HORIZONTAL DATUM IS BASED ON VIRGINIA STATE GRID NORTH SOUTH ZONE 1983. THE VERTICAL DATUM IS BASED ON NAVD 1988.
14.) FLOOD ZONE: PROJECT DOES NOT LIE WITHIN A F.E.M.A. DEFINED 100 YEAR FLOOD PLAIN AS SHOWN ON FLOOD INSURANCE RATE MAP (FIRM)
510006-0237 D, WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005.
15.) ADDITIONAL SITE PLAN INFORMATION, EROSION CONTROL, AND LANDSCAPE PLANS SEE PLAN PREPARED BY ROUDABUSH, GALE & ASSOCIATES TITLED ROAD
AND UTILITY PLAN OLD TRAIL VILLAGE BLOCK 32 DATED SEPTEMBER 10, 2018 AND LAST REVISED MAY 23, 2019 (RGA PLAN). NO OVERLOT GRADING, ADDITIONS,
OR SUBTRACTIONS FROM THE ORIGINAL SITE PLAN LANDSCAPING PLAN ARE PROPOSED OTHER THAN SHOWN HEREON AND NOTED AS "PROPOSED".
16.) LOT AND BUILDING REQUIREMENTS
A.) MINIMUM LOT SIZE = 1,000 S.F.
B.) HEIGHT: SINGLE FAMILY ATTACHED = 4 STORIES OR 60'.
C.) FRONT SETBACKS: FRONT RANGE 5' (MIN.) TO 25' (MAX.)
D.) SIDE SETBACK = 5'
E.) REAR SETBACK = 5'
17.) PARKING REQUIRED: AS SHOWN ON (RGA PLAN) LOTS 1 THROUGH 92.
A.) 2 SPACES PER SINGLE FAMILY DETACHED - 73 (SFD) = 146 SPACES (RGA PLAN)
B.) 2 SPACES PER SINGLE FAMILY ATTACHED - 19 (SFA) = 38 SPACES (RGA PLAN)
18.) PARKING PROVIDED: AS SHOWN ON (RGA PLAN).
A.) 4 SPACES PER SINGLE FAMILY DETACHED (SFD) - 2 GARAGE + 2 DRIVEWAY
73 (SFD) X 4 = 292 (RGA PLAN)
B.) 2 SPACES PER SINGLE FAMILY ATTACHED (SFA) - 2 X 19 = 38 (RGA PLAN)
C.) ON -STREET PARKING (ONE SIDE OF BISHOPGATE LANE) = 88 (RGA PLAN NOTED)
19.) PARKING REQUIRED PER THIS PLAN.
A.) 2 SPACE PER SINGLE FAMILY ATTACHED (SFA) - 2 X 9 = 18 (LESS 14 SPACES PREVIOUSLY ALLOCATED AS PER RGA PLAN).
20.) PARKING PROVIDED PER THIS PLAN
A.) 2 SPACES PER SINGLE FAMILY ATTACHED (SFA) - 2 X 9 = 18 (DRIVEWAY PARKING)
B.) ON -STREET GUEST PARKING (ONE SIDE OF BISHOPGATE LANE) = 88 (RGA) + 2 (THIS PLAN). 94 GUEST PARKING AVAILABLE (SEE PARKING EXHIBIT).
21.) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, IMPLEMENTATION, AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES.
22.) ALL WATER LINES, SEWER LINES, AND FIRE LINES FORM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
23.) WHERE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC
SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL
BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM
MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
24.) ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
25.) PROJECT ACREAGE = 0.45 ACRES. APPROXIMATE PROJECT IMPERVIOUS AREA = 0.25 ACRES.
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ASSOCIATES
LAND SURVEYORS AND PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VA. 22902
(804) 296-6942
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FILE NO.:
2020-244
DWG. NO.: C1UDD15URVEYMI-D TRAILIBLOCK 321
LOT 34-401SITE-PLANIOTTH 32 LOTS 34-40-02.DWG
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VIRGINIA GRID NORTH
SOUTH ZONE (NAD '83)
DATE: JANUARY 5, 2021
REVISED: APRIL 1, 2021
AUGUST 6, 2021 (COUNTY COMMENTS)
SCALE:
HORIZONTAL: 1" =10'
CONTOUR INTERVAL =1'
SHEET TITLE:
LOTS 34-40
EXISTING CONDTIONS
SHEET NO.:
2.00
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1 \ I I FFE = 684.71'
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PROPOSED RESIDENCE
I
TYPICAL GARAGE AND DRIVEWAY CONSTRUCTION DETAIL
SCALE:1" =10'
FILE NO.:
2020-244
DWG. NO.: CAUDDISURVEYSIOLD TRAIUBLOCK 321
LOT 34-40\SITE-PLAN\OTTH 32 LOTS 34-40-02.DWG
a=
VIRGINIA GRID NORTH
SOUTH ZONE (NAD '83)
DATE: JANUARY 5, 2021
REVISED: APRIL 1, 2021
AUGUST 6, 2021 (COUNTY COMMENTS)
SCALE:
HORIZONTAL:1" =10'
CONTOUR INTERVAL =1'
SHEET TITLE:
LOTS 34-40
SITE PLAN
SHEET NO.:
2.10
>r
II I 1 I�
CRIMP AND ROLL END OF COPPER PIPING
T
I 42" MIN.
REMAINING COPPER PIPE TO BE VERTICAL \
24" MIN.
SHUT-OFF CORPORATION STOP
TYPICAL SERVICE TAP ABANDONMENT
NTS
FIG V-6B
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE NAN ONE.
2. SEVER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1/4" PER FOOT )
�Q
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND
2 X 4
MARKER
PLUG END OF —
MAIN LINE -n I CF(`T1f1N SERVICE LATERAL
LINE WYE-TEE
PLAN
VARIES
e
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
COVER LIFT NOTCH
�— 14 1/2"
12 3/8"
12 1/2"
WATER
CAST IRON UD
' 18" METER BOX
..4•
1
1
ti
18"
6" EXTENSION
6.
PIPE SLOT
I
(2 PLACES)
i
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
IN B" INITIAL BACKFILL g24 1 a' 8"
MIN MIN. MIN. MIN.
\
6" BEDDING
#68 STONE
W 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 INITIAL BACKFILL 4
UNSTABLE B" g•
SOIL\ MI MIN. MIN MIN #68 STONE
_ - :,zT'T -GRANULAR FILL AS
- '':'-{"�' BY ACSA
''
�APPROVED
CK� STABLE SOIL OR ROCK
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4.1,10 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
1- WMPRESSICN . ]/C MALE PIPE COUPLING
CO APPRI D2UAL
O
V TYPE'K'_
SOFE COPPER
FOR USE ON ATTACHED SINGLE FAMILY
REMDENTIAL SENWCES OR DUAL RESIDENTIAL
AM IRRIGATION SEAMCES.
"xl'd' TEE
=771
NOT.
MG sWTATm nTTNcs
2'
DUAL SERVICE 0.
1' COMPRESSION 3/4' MALE PIPE COUPU'G
OR APPROMM EQUAL
TTPL N'
SOFT COPPER
O
FOR USE ON DEED TACHSINGLE FAMILY
RESOEI SERWRE MERE AN IRRIGATION
NEIER IS NOT PIT MD.
SINGLE SERVICE
NOTE:
1) SADDLES SMALL BE USED ON PVC PIPE.
EAST NON UD
FINIS ED MAX
1r-+e
LOC1fMNC ��
BALNE MET
nENO
b- MN. DOPPEASEITfII
1n IBM) OM)KOB-\ y
Lr•_
MI
CORPORATION SLIP 'li:?•,jy..:•L� : ^Kb"y NOD( As
NECESSARY
5/.ND DR OUST UNDER:4Y," A' AMMETER CRAW %PE, 13'
BOX SETTER N- LWO
n0 (2-IN I�'�s yiu,"r1 �, SIRE K"ET, WMT
MINIMUM MINNE ) yl,(]y.
M1'Y�; rl ,u SPEC. ]p], M. Sl AGGREGATE
A•,"lif}'.
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-15A
TD-10
JUNCTION BOXES. TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF MAY.
VARIES
5'
WATER SEWER
I
3 A
/(GAS,
E
LOCATION OF OTHER UTILITIES
ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
W SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER B. SEWER SYSTEMS.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
i
90* TO THE RIGHT OF WAY,
I
UTILITY LOCATIONS & EASEMENT WIDTHS
I
NTS
FIG. W-1
I
TD-1
I
I
2010 ROAD & BRIDGE STANDARDS
A -,*-I
N
WDTN Qf FNTRHICE
n,
F
D,pAt F 1"
4nA
[%PN151ON JOINT
MEOF�M�
}ID
y
W r
W
`
O
] d
E%60NG OR PROPOSED
/
SOEWMAC K OR SIDEWALK SPX Q
�T
CURD INCLUDED N
EXPANSION JOINT Z
ENTRAME GUTTER
Ho
FLOW LINE
g
ENTRANCE WO18
VnMI:M 16'
EWANSION JOINT
ABSOLMOLELE
AUTE MINIMLIII, M R'
MOE OF PAVEMExT
HALF PLAN
vCNMA1 QITTER 1 A I
SECTION A -A
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE
203.0] 07A15
BC CITY MIX
3500 CONC.
u
STANDARD ENTRANCE GUTTER
CLASS A
VIRRNA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
WALK SLOPE
1/4" PER F
SIDEWALK DETAIL
�WIDTH OFF
I
LMTS OF PEOESTRIHI ® _ _ _ _* - ® UwTS OF PEDESTRIAv
ESS RWTE ACLE55 ROVTE
UWAVED SPACE ._TRAY UNPAVED SPACE
WIDTH OF
L RI ---- LI v
ESS RWTE LESS RWTE
PEDESTRIAN ACCESS ROUTE DETAILS WITH &
WITHOUT UPAVED SPACE
WOITIONM ROHT-OF WAY 6 RECI ED THE LINTS
Df PEDESTRIAN ACCESS RWTE E%iEND BEYOND f%ISTNG
DR PROPOSED VDOT LIGHT -OF W .
e,
® UNOBSTRUCTEAN D.STAABLEE,,FIRM AND SLIPARESMETANTT� y, •i. ,a.
PATH COIN, CTNG ALL ACCESSIBLE ELEMENTS OF A
FADUTY THAT CAN BE APPROAC.ED. ENTERED AND P� •s.-i.'•N.
USED BY PEDESTRIANS. o .
A IF PEOESMAN ACCESS ROUTES &ARE BEING
PROVIDED,A MINIMUM4'TRAVERS E WIDTH IS SECTION"B'B
REQUIRED WITH A MAN. 2% CROSS SLOPE.
WHEN USED N CONJUNCTION WITH STANDARD
OR CTHE CURB FACE ON THIS y.a•
STAIN IS
STANDARD IS �O I ADJUSTED TO MATCH
THE MOLNAB TLE CL1JRB COIfOURATION.
OX CHANGEQ
1.1 CONC. SECTION C-C
® PRINT OF GRADE CN.WCE
x x T2 X MN MUM INCREASE IN SLOPE AT MINIMUM D' INTERVALS
% K % 3 % MAMIUM DECREASE N SLOPE FOR PAST 10'NTERWL AND
e X MAx MLM DECREASE FOR SUCCEEDING wNMUM "' INTERVMS
SECTION D-D
SPECIFICATION
REFERENCE
502
4" COMPACTED
AGGREGATE BASE
MATERIAL, SIZE 21A,
OR COMPACTED FILL
C)
00coL�
0
W (n
J
V �,v 0 z
QWJ�
r n J
Z J Q 0 �
Q Q J
W>�oQ
.J nj c)
WQcy=�
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0 US
J Q
0 \'M
J J
V 1 w
0�
J
KIRK HUGHES
ASSOCIATES
LAND SURVEYORS AND PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VA. 22902
(804)296-6942
0)
Q
06 z
TABLE 1: OLD TRAIL VILLAGE
SUMMARY OF PROPOSED DEVELOPMENT
0
BLOCK
AREA
(AC)
BLOCK
GLASSIFIG
ATION
NON-RESIDENTIAL
AREA (SQ. FT.)
RETAIL
AREA
(SQ.
FT.)
S.F.
DETACHED
UNITS
S.F.
ATTACHE
D UNITS
TOWN
HOUSE
UNITS
CONDO/
APARTMENT
UNITS
TOTAL UNITS
GROSS
RESIDENTIA
L DENSITY
(DU/AC)
RESIDENTIAL
MARKET RATE UNITS
TOTAL#
MARKET % OF TOTAL
RATE UNITS
UNITS
UNITS (1)
AFFORDABLE UNITS
REQUIRED FOR
AFFORDABLE SALE
FOR RENT
APARTMENT
S
ACCESSOR
Y
TOTAL
TOTAL % OF
NUMBER TOTAL
OF UNITS UNITS
BANKED
UNITS
COMPLETED
UNITS
W
V Q o
Q W J w
z J 0 C)
Q Q
Q = = z w
_I ,
J U
Block 1
1A
2.17
mixed use
24,231
245231
0
0
0
38
38
17.5
31
82%
6
0
7
0
7
18%
1
7
W Q (') 2:
Y (D o
U D Q
1B
3.70
18,500
16,000
0
0
7
31
38
10.3
26
68%
6
6
0
0
6
16%
0
2
4.9
46,029
0
0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
0
Block 3
3B
3.4
mixed use
0
0
0
0
25
0
25
7.4
19
76%
4
6
0
0
6
24%
2
6
U) O 0 oc
Q J Ff
m= (D
3C
1.0
3,750
31750
0
0
0
12
12
3762.0
11
92%
2
0
2
0
2
17%
0
2
3D
1.0
0
0
3
0
0
0
3
3.0
3
100%
0
0
0
0
0
0%
0
0
4
3.1
mixed use
4,500
4,500
0
10
18
8
36
11.7
28
78%
5
8
0
0
8
22%
3
8
J
Block 7
7 Ph. 1
1.1
mixed use
0
0
0
0
0
0
56
0.0
50
89%
8
0
0
0
10
18%
2
J
0 it
Cy) _
7 Ph. 2
0.7
0
0
1 0
0
1 26
0
37.1
0
6
0
6
0�
7c Ph 3
2.5
0
0
0
7
23
0
12.0
0
4
0
10
3.4
N/A
0
0
0
0
0
0
0.0
0
0
0_
0
16
6.5
N/A
0
0
24
7
0
0
4.8
0
0
0
East Village
80
95
119%
12
s
10%
(4)
J
30
3.5
N/A
0
0
14
0
0
1 0
4.0
0
0
3
3
17/18
6.2
N/A
0
0
6
29
0
0
5.6
0
0
5
5
31 B/C
0.0
0
0
0
0
0
0
#DIV/01
0
0
0
11
3.7
mixed use
0
0
4
11
18
0
33
8.9
26
79%
5
7
0
0
7
21 %
2
7
12 112c /15 1
31A
5.1
SF
0
0
30
7
13
0
50
9.8
47
94%
8
3
0
13
16
30%
9
16
13
3.7
mixed use
3,000
0
29
0
0
0
29
7.9
29
100%
4
0
0
0
0
0%
4
0
14
4.4
SF
0
0
20
0
0
0
20
4.5
20
100%
3
0
0
0
0
0%
3
0
5/20/2021
5.4
N/A
360
0
0
0
0
190
190
35.2
161
85%
29
0
29
0
29
15%
0
29
FILE NO.:
22
12.0
SF
0
0
0
30
15
0
45
3.7
45
100%
7
0
0
12
12
27%
5
9
2020-152
23
3.4
multi faFnilV
0
0
0
13
0
0
13
3.8
13
100%
2
0
0
0
0
0%
2
0
DWG. NO.: C\UDD\SURVEYWI-D TRAILMOCK 321
27
3.1
SF
0
0
9
0
16
0
25
8.1
25
100%
4
0
0
4
4
16%
0
0
LOT_34-40\SITE-PLAN\OTTH 32 LOTS 34-40-02.DWG
28/29A/35A
7.9
SF
0
0
24
4
0
0
28
3.5
28
100%
4
0
0
0
0
00/0
(4)
0
29A/35
1.7
SF
0
0
13
2
1 0
0
15
8.8
21
140%
2
0
0
0
0
00/0
2
0
32
23.3
SF
0
0
84
9
0
0
93
3.9
85
92%
14
7
0
16
23
25%
9
1
35c
3.5
SF
0
0
9
0
0
0
9
2.6
17
189%
1
0
0
0
0
0%
1
0
TOTAL
80.9
100,370
48,481
265
132
161
279
837
10.4
780
93%
126
37
48
53
138
16%
12
99
% OF TOTAL AFFORDABLE UNITS
26.9%
34.5%
38.5%
NET BANKED
12
UNITS AVAILABLE
DATE: JANUARY 5, 2021
REVISED: APRIL 1, 2021
AUGUST 6, 2021 (COUNTY COMMENTS)
SCALE:
SHEET TITLE:
DEVELOPMENT
CHART
SHEET NO.:
4.00