HomeMy WebLinkAboutSDP202100053 Plan - Approved Final Site Plan and Comps. 2022-04-22GENERAL 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 A11 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).
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 TQ 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 LINES, ETC.
B. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
SDP2021-00053
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
LEGEND:
DURING A FUTURE EXTENSION OF THE LINE.
R/W = RIGHT OF WAY
SBL = SETBACK LINE
EARTHWORK, DRAINAGE, &SITE CONDITIONS:10.
TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
D.B. = DEED BOOK
(AS PER RGA PLAN)
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING
PG. =PAGE
TMP
1. EXCEPT AS OTHERWISE SHOWN ON THE PLAINS, ALL CUTS AND FILLS SHALL
BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING
= TAX MAP AND PARCEL
MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1.
WATER ACT).
WL =CENTERLINE WATERLINE
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. ALL FILL
ACSA =ALBEMARLE COUNTY SERVICE AUTHORITY
MATERIALS SHALLLBE COMPACTED TO 95X OF THEORETICAL MAXIMUM DENSITY AS
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER
SD/E-1 = VARIABLE WIDTH PUBLIC
DETERMINEDBY AASH ID T- 99 METHOD A. WITHIN PLUS OR MINUS 2X OF
LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING
SIGHT DISTANCE EASEMENT
D.B. 5208, PG. 362, 366 (PLAT)
OPTIMUM MOISTURE. FOR THE FULL WIDTH AND DEPTH OF THE FILL
REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE
'OTHER
SD/E-2 = VARIABLE WIDTH PUBLIC
3. ALL GRADING AND IMPROVEMENTSTO BE CONFINED TO THE PROJECT AREA
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN
SIGHT DISTANCE EASEMENT
UNLESS OTHERWISE INDICATED.
PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
D.B. 5386, PG. 251, 255 (PLAT)
4. AIL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL
SD/E = VARIABLE WIDTH PRIVATE
LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION)
INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY
STORM DRAINAGE EASEMENT
UNLESS OTHERWISE STATED WITHIN THE PLANS.
BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL.. OCCUR UNDER AN 'OTHER PLUMBING'
D.B. 5386, PG. 251, 255 (PLAT)
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE
PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
ST/E = 20' PUBLIC IC TOR M DRAINAGE EASEMENT
STORM
IMMEDIATELY REPORTED TO THE ENGINEER.
D.B. 5386, 255 (PLAT}
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR
SS/E = 20' ACSA SANITARY SEWER EASEMENT
D.B. 5208, PG. 362, 366 (PLAT)
TO BEGINNING WORK. AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE
WL/E-X = EXISTING 20' ACSA WATERLINE EASEMENT
EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE
D.B. 5386, PG. 251, 255 (PLAT)
SHOWN ON THE PLANS AND SPECIFICATIONS.
WL/E =NEW 20' ACSA WATERLINE EASEMENT
7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE,
(FROM PT. 'A" TO 'B' SEE TABLE)
CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL
NEW DW/E = NEW DRIVEWAY EASEMENT
GRADING COMPLETION FOR ADVICE AND CONSENT.
®/
SHEET SCHEDULE
PD/E-1 = VARIABLE WIDTH PRIVATE
STORM DRAINAGE EASEMENT
SHEET
CONTENTS
D.B. 5208, PG. 362, 366 (PLAT)
TITLE PAGE
PD/E-2 = VARIABLE WIDTH PRIVATE
VICINITY MAP
STORM DRAINAGE EASEMENT
GENERAL CONSTRUCTION NOTES:
D.B. 5386, PG. 251, 255 (PLAT)
1.00 ACSA GENERAL WATER & SEWER CONDITIONS
PHASE 1 = D.B. 5208, PG. 362, 366 (PLAT)
EARTHWORK, DRAINAGE, & SITE CONDITIONS:
PHASE 2 = D.B. 5386, PG. 251, 255 (PLAT)
GENERAL SURVEY NOTES
(RGA PLAN) = PLANS PREPARED BY ROUDABUSH, CALE &
LEGEND
ASSOCIATES TITLED ROAD AND UTILITY PLAN
2.00 LOTS 34 - 40 EXISTING CONDITIONS
OLD TRAIL VILLAGE BLOCK 32 DATED
2.10 LOTS 34 - 40 SITE PLAN AMENDMENT
SEPTEMBER 10, 2018 AND LAST REVISED MAY
2.20 PARKING EXHIBIT
23, 2019
3.00 DETAILS
4.00 DEVELOPMENT CHART
680.57X = EXISTING ELEVATION
® X = PROPOSED ELEVATION
680.57
5,77 = DRIVEWAY SLOPE
dQp = EXISTING HYDRANT
NOTES:
SubmittulTYPe
ed and ApPrOved by the ent
Review Development De9afm
Community De
-3-Lgate
F Ile# �-
Signature
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: SINGGE 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.MA 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, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE
PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE
TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A
SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL
UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE
METERS)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMTTTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR
TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
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.
18.) FIRE FLOW NOTES:
A.) AVAILABLE FIRE FLOW: 822 GPM ® 20 PSI (ACSA HYDRANT FLOW TEST DATED 3/10/2022)
B.) ISO CALCULATIONS FOR RESIDENTIAL STRUCTURE: REQUIRED FIRE FLOW = 750 GPM.
KIRK HUGHES
ASSOCIATES
LAND SURVEYORS AND PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VA. 22902
(804) 296.6942
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KIRK HUGHES
ASSOCIATES
LAND SURVEYORS AND PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VA. 22902
(804) 296-6942
FILE NO.:
2020-244
M. NO.: CAUMBURVEYSOLDTRAILMOCK321
LOT 34-401SITE-PLAMIOTMH 32 LOTS 34AR2.DWG
VIRGINIA GRID NORTH
SOUTH ZONE (NAD '83)
DATE: JANUARY 5, 2021
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AUGUST 6, 2021(COUNTY COMMENTS)
NOVEMBER 11, 2021(CO. COMMENTS)
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12+25
12+50
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13+00
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(see Sheet 2.10 [detail for additional infomation,)
,r-4' VDOT #2113 COMPACTED BASESTONE
COMPACTED SUBGRADE CBR=10
TO BE FIELD VERIFIED
PAVEMENT DRIVEWAY DETAIL
NO SCALE.
0
KIRK HUGHES
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.: CAUDIASURVEYSIOLD TRAIUBLOCK 321
LOT 34-40%ITE•PLANIOTTH 32 LOTS 34-40-02.DWG
I
PROVIDED ON -STREET PARKING AS SHOWN HEREON
ON -STREET PARKING (ONE SIDE OF BISHOPGATE) 92 SPACES PROVIDED
(*) FOR ATTACHED IMAGE AND ADDITIONAL NOTES 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)
KIRK HUGHES
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.: C:IUMSURVEMOLD TRAIALOCK 321
LOT_34-401SITE-PLAMOTTH 32 LOTS 34-40-02.DWG
NORTH
VIRGINIA GRID NORTH
SOUTH ZONE (NAD '83)
DATE: JANUARY 5, 2021
REVISED: APRIL 1, 2021
AUGUST 6, 2021 (COUNTY COMMENTS)
NOVEMBER 11, 2021 (CO. COMMENTS)
SCALE:
SHEET TITLE:
PARKING
EXHIBIT
SHEET NO.:
2.20
Tr€� IT-
T77
CRIMP AiID ROLL END OF COPPER PIPING.
42" MIN.
REMAINING COPPER PIPE TO BE VERTICAL
24°"I MIN.
SHUT-OFF CORPORA7I0N STOP
TYPICAL SERVICE TAP ABANDONMENT
Nf S
FIG. W-6B
SEWER SERVICE LATERAL CONNECTION NOTES:
1. MiERE 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 MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISIIN4 SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALT. BE 2%
(1/4" PER FORT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER OF 4.
a. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEE r
SALT
TREATED
FINISHED GROUND
M4 tlR
PLUG END OF —
MAIN LINE, SECTION SERVICE LATERAL
IN LINE 'RYE -TEE
PLAN
VARIES
IE
SEWER SERVICE LATERAL CONNECTION
N.T.5,
FIG. S-2
TD-33
F
i
I
I
i
COVER LIFT NOTCH
-+-- 14 1/2"
1 i f2" 92 3/8"
{
WATER G
CAST IRON LID
18" METER BOX
o I
r
18" -
s 6" EXTENSION f
f PIPE SLOT I
(2 PLACES) I�
'i
I
NOTES,
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE: LID FOR TOUCH READ METERS.
I
a
i
i
TYPICAL METER BOXES j
(5/81)_1" METERS) i
i
NTS I
FIG. W-7
7D-13
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
I
INITIAL BACKFILL 8. 24' I g"
IN MR . MIN. MIN.
0" BEDDING
I • K #613 STONE
* STABLE SOIL ROCK
s SCRAPE THE BOTTOM OF THE TRENCH. REMOYE 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
UNSTABLE 4 .1 s" INITIAL HACKFILL 4 11
0.
SOIL - NIN. MIN MIN. #68 STONE
APPROVED BY AS
Y`sti'-I•x^f
h j•y R�,A,
A 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 G" 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
^INSTALLATION
PIPE & BEDDING
PITS
FIG, W-2
TD-2
1" C011PR—cox le MALE Plr'E EMPUNc
OR APPROVED EQUAL
1" rYPE FK" --.—
SOFT COPPER
FOR USE. ON ATTACHED SIN(;L.E FAMILY
RESTENRAL SFRWCES OR OVAL RESICENTIAL
AND IRRIGATION SER14U1 S.
•11.11x4" TEE
Y
NOTE:
NO SA£AILU fin mo
DUAL S LF_ NICE �{C`
lr GOWFn5SIQN x JI-V MALE PIPE COUPLING
OR APPROVED EQUAL
1" nFE 1C"
SOFT COPPER
FUR USE ON CEtA0im SINOLE FAMILY
` RESIDENTIAL UAVCE YRIERC AN IRRIGATION
METER IS NOT PHO•IDED.
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED CN PVG. PIPE,
�CAST
IRON Liu
I (WISHED GRADE
- 12"r.115'
LOCKWNO MEN
Box
(NTS ET �
38" MIN. � � COPPERSETIER
1/Ii SEND OOUFtIi'm s,
—METER
Tz V.
COPPORA1103 STRIP rYF.},,�n ,J'I'•G � SFKK AS
. C%y T`• fimp TA2Y
SAl{D OR DUST UNDER Try'+ •� ,y fMr. { L A {' WAMEIER DUNN PPC la'
SOX AND SETTER U—NM I :. ri„rt .�-.yt'- . „ L.ON4 STW{E PGCNET. 690T
MIHiµUM 11i1fXNC;3 � U�',•{ 4 i;r!.
j'nr`:i-��sttr?F...r...+wl;..::zrA 6PEO. TOY, P ST AGGREGATE
TYPICAL SERVICE LATERAL INSTALLATION
& 1" METERS)
NTS
FIG. W-6A
f
_
Ijy
1
1
I
.
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
-+ VARIES ---"
I
I
l
I
WATER 'SEWER
I
I
� �
I
� �
I
LOCATIUN OF EITHER UTILITIES
SCJAS, ELECTRIC, TELEPHONE, CABLE, ETC.?
I
91
EASEMENT WIDTHS; WATER OR SEWER DNI,Y - 20' MINIMUM
I
WATER & SEWER -- 30' MINIMUM
x SEE PAR'! 3, PARAGRAPH Bt SEPARATION OF WATER & SEWER SYSTEMS.
I
I
I
UTILITIES CROSSING A WATEF UR SEWER EASEMENT SH❑ULD ME AT
i
9U' TO THE RIGHT OF WAY,
I
i
i
UTILITY LOCATIONS 8c EASEMENT WIDTHS
NTS
FIG, W-1.
TD-1
CG-9D
Exa:IING OR PROPOSW
SIDEW.PLA OR %DEWAEK SPACE
EVAtISIQN 'OINT —
ExPANS4N "I
ECGE OF PA'1EMENT
',Y:VTH OF ENIRA.NC
Q
EXPAfia;ON JC:N(
�
cuse INCLUDED
ENTRANCE G{liT
FLAN' LE.E
ENTRANCE W:QfH
OESIR.`ELE LtNh1UfA 7S'
AOSQLVTE 41414 A{ 12'
HALF
PLAN
uNPAYE6 SCEWILK -PACE
4isAF�
NORMAL. GUTTER
h r z 4.
q�-o
sg z��a
6' AGCRECAIE OASE
f fPE I512E 210
SECTION A -A
ROAD A%D BRIOCE 5 N{+7MDS
StIECT I (Y 1 REYISIUN 11A.
203.01 vills
2416 ROAD & BRIDGE STANDARDS
WIDTH of ..1
FNI T r I
I141lu OF PEUES iR1At{ _ �• g LIIpITS OF PEVESTR1A.t{
AC'ESS fiO TE - -- — — ACCESS ROUTE.
IAI SPACE NON-ISA .iA3Le U.`WA4EQ SPACE
a WIDTH GF
t NTR,
i 6=
t u s -
G
•t R LILU QF P.OES
CCESS'HGVIE fiGN-TRAVERSA9LE ! CC"eS5 POLITE
L f
M PEDESTRIAN ACCESS ROUTE DETAILS WITH &
WITHOUT UPAVED SPACE
A➢GITiGNAL RIGHT-OF-WAY IS REO ;RED F THE LIMITS
OF PEDESTRIAN ACCESS ROUTE M EXTEUU EEYOND EXISTNG
OR YtiOPiZSEO YUQt tiY3Ht-CF 'IYAY.
AEUESIRIAN ACCESS RWTES PROVUE A CCNIINUOUS .
UP408STRuCTED.sTAZILE.Tutu AND SLIP AESWA.YT , •a. ;,
PATH =44ECTINO ALL ACCES5'fJLE ELEMENP3 CF A
FACILITY THAT CAN BE ,WPROkC:•-EO.ENTEREO /LID � p. •t:. ••f:.
USED BY PECESTRIN{S.
# FROVIOED I A.4"tLVVd34' fRAVERSP�LE WIDTH ISa: i, . . o .
FEQUf{EO WITH A NAx.2x CROSS SLOPE. SECTION B-B
W}_EN USED iN CQNJUNCIVI WITH Sf V404NRU
STAN OR CS-7. THE CURB FACE 4N Th1CH
STANDARD Y/J'lN0 IS LE BE AV 'OWL AJ MATCH
PMtDOE¢C ,,f lr4E YlJ4tNTABLE. C4Rd CUNF(VURAIIUN.
CURVE f • 4. °4. .
xx
—*OXIT0TO%CHN1Cr.
ao.v`:c
`-CLASS A3 cr,.s:S.1 CONC. SECTION C-C
-0" eS POINT 4F ORFQE OHrV{OE
x x. 12 Y. MAXIMUM NCREASE IN SLOPE At MINIMUM 'RI' INTERVALS d 6• �•
3 X 71M#XJ4( DECREASE IN SLOPE FOR. FIRST 10°INTER`JAL If D
d X 41A;cmum DECREASE FOR SUCCEEDING BUrun^w ID' NIERvALS
SECTION D-D
SFEC FICATION
STANDARD ENTRANCE GUTTER REFEREAQE
502
VIRCINA QEPART!.ICNf CF IRAUSPORTAT2N
DC CITY MIX CLASS A
3500 CONIC.
2018 ROAD & 6RIDGE STANDARDS
5I_o1!
WALK SLOPE
if 1/4" PER F-
SIDEWALK DETAIL
4" COMPACTED
AGGREGATE BASE.
MATERIAL, SIZE 21 A,
OR COMPACTED FILL
KIRK HUGHES
ASSOCIATES
LAND SURVEYORS AND PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VA. 22902
(804) 296-6942
FILE NO.:
2020-152
DWG. NO.: C:IUDMSURVEYMOLDTRAILTL0CK321
LOT-34-400TE-PLAMOTTH 32 LOTS 344H2.DWG
DATE: JANUARY 5, 2021
REVISED: APRIL 1, 2021
AUGUST 6, 2021 (COUNTY COMMENTS)
NOVEMBER 11, 2021(CO. COMMENTS)
SCALE:
SHEET TITLE:
DETAILS
SHEET NO.:
3.00
t
TABLE 1: OLD TRAIL VILLAGE
SUMMARY OF PROPOSED DEVELOPMENT
BLc�C �
_
AREA
A�
AC
BLOCK
CLASSIFIC
_ _
ATION
_ _ _
O - ID N I
N (� [DES E T AL
A E S FT
R A O.
( �
RETAIL
AREA
S
(�,
FT.'
RESIDENTIAL UNITS (1)
_
S.F..F.
DETACHED
H_
UNITS
ATTACHE.
D UNITS
TOWN
HODS E
UNITS
CONDO f
APARTMENT E
,P 11�1 N:T
__
UNITS
TOTAL UNITS
_ TS
GROSS
ESLD NTIA
R _ E
L DENSITY
DWAC}
MARKET RATE UNITS
AFFORDABLE UNITS
TOTAL �
KE
LIAR _T
RATE
UNITS
°
/O OF TOTAL
UNITS
_
REQUIRED
AFFORDABLE
FOR
SALE
F OR RENT
APARTMENT
S
C E S OR
A C S
Y
TOTAL
D
BANKED
UNITS
COMPLETED
P
UNITS
TOTAL
T TA
NUMBER
OF UNITS
�° OF
TOTAL
UNITS
Black 1
1.
2.17
mixed use
'243231
24;231
0
0
0.
'38
3
17.5
31
82%
6
0
7
0
7
18%
1
7.
1 B
3.70
1$ 5.00"
16, 000
D
0
7
31
3�
10.3
26 ,
.�
�'$ �O
6
5
0
0
6
16% -
a
2
4.9
.
46 029
0
_
_ 0
0
0
0
0
0.0
0
0%¢
0
0
0
0
0
Q
0 /�
0
0
Block 3
313
3 4
mixed Use
0
0.
0
0
25
0
25
7.4
`l9
4
7 �'°
4
0
0
6
24 f4
_2
6
3C
1,0
317,50
,3 750
0
0
0
12
12
3762,0
11
2
0
2
17%
0
2
3D
1.0
0
0
3
0
0
0
3
3.0
3
100%Q
0
0
0
0'
0
0%
0
0
4
3,1
mixed use
4,500
4,500
0
10
`18,
�
36
11.7
28
7811
�
8
0
0
8
2- %
3
8
Block 7
7 Ph. 1
1.1
mined use
0
0
0
0
0
0
56
0.0
50
89 � �p
8
0
0
0
1 0
18 ;�o
2
7 Ph. 2
0.7
0
0
0
0
2.6
0;
37.1
0
5
0
6
70 ph3'
2,5
0
0
0
7
23
0
12,Q
0
4
0`
East Village
10
3.4
NIA
0
0
0
_ 0
0
0
80
0.0
95
119 %
12
0
0
0
8
10 /0
(4)
16
6..5`
NIA.
0
0
24
7
0
0
4 8
0
0
0
30
3:6
NIA
0
0
14
0
0
.0
4:0
0
0
3
3
1748
5,2
f��A
0
0
6
��
0
0
S.G
�}
0
5
5
.31 B/C
0
0
0
0
:0
0
#DIV/0!
0
01
0
11
3.7
mixed use
0
0
4
11
13'
0
33
8.9
6;
2 _
79%
�
5
7
0
0
7,
21 /°
2
7,
12I1 c115f
31A
5,1
S F
0
0
30
7
13
0
50
9,8
47
v
94a�
8
3
0
13,
16
30%
9
16
13
3.7
mixod use
3,000
0
20
0
0
0
29
7,0
29
100 lQ
4
0
0
0
0
0%Q.
` 4
0
14
4.4
SF
0.
0
20
0
.0
0.
20
415
20
100%
3
0
0
0
0
0%
3
.0
5f20f2021.
5.4
NIA
360
0
0
0
0
190
100
35-�
161
8�°�0
29
0
20
0
2
15%
0
29
22
12.'0
SF
0
0
0
30
15
0
45
33
45
100%
7
0
0
12
12'
27%°
5
0
23
34
r a
molt.. f m�I
_
0
0
0
13
0
0
13
3.8
_
13 _
1. 0 %
0 _
2
(�
0_
0
0
0 /a
2
0 .
27
3.1
SF
0
0
9
0
16
0
25
8.1
25,
O
00; °
1 I
4
C}
0
4
4
16 /O
0
0
28f29A/35A
7,-9
SF`
0
0
24
4
Q
0
29
$.5
28,
°
100/�
4
a
0
0
0
0 %a:
(4)
Q
20Af3
1.7
BF
0
0
13
2
0
.0
1
8.8
21
140%
2`
0
(�
0
0
0°f0
2
0
32
23 3
SF '
0
0
84
9 _
0
0
93
3.�
85
92 4�°
_.
14
7
0
`15
23
25%
9
1
35c
3.5
S,F
0
0
9
0
.0
0
0:
2.6
17
1.89%
1
0
0
0
0
0°�0
1;
0
TOTAL
809100,1370
_48,481
265
132
1 G:1
279;
837
10.4
780;
93 Q
1,26
37
48
53
13$
16'Q
12
90
M., °
% OF TOTAL AFFORDABLE UNITS 26.9% 34.59 38,51Q NET BANKED 12
UNITS AVAILABLE'
KIRK HUGHES
ASSOCIATES
LAND SURVEYORS AND PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VA. 22902
(804) 296.6942
Z
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FILE NO.:
PA
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2020-152
DWG. NO.: CAUDDISURVEYSIOLDTRAILMOCKM
LOT 34-400TEA MOTTH 32 LOTS 344o-02 M
_ I
DATE: JANUARY 5, 2021 1
REVISED: APRIL 1, 2021
AUGUST 6, 2021 (COUNTY COMMENTS)
NOVEMBER 1 i, 2021(CO. COMMENTS)
SCALE:
SHEET TITLE:
DEVELOPMENT
CHART
SHEET NO.:
4.00
mncj -;a1 aaa�