HomeMy WebLinkAboutSDP201400052 Plan - Approved 2014-08-01VICINITY MAP: 1" = 500'
GENERAL CONSTRUCTION NOTES
PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS
SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR
PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND
WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
2. CALL MISS UTILITY (1 -800- 552 -7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF
DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS
MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON - EXISTENCE OF CERTAIN UNDERGROUND FEATURES.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL
REQUIRED PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS.
THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS
ON -SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE.
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE
ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID
CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE
DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT CF ANY STRUCTURES, SURVEYOR AND / OR
CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH (ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS
ON SITE.
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES RERRESENTED ON THESE PLANS TO THE BEST OF HIS / HER
ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE
CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING
HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS
NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR
SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO
MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL
MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER
SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE
NEGLIGENCE OF THE OWNER OR ENGINEER.
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE
SITE..
10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING
PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND
ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE.
11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE
EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE
WORK SHALL BE BORNE BY THE CONTRACTOR.
12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL
NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR
CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING
THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL
BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED
PRE - CONSTRUCTION CONFERENCE.
15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF
THE SITE WORK IS STILL UNDERWAY.
16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE.
17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND
PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE
RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE (LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL
AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE
EROSION CONTROL BOND.
18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS
2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3 :1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND
GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT.
19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
20. ALL PAVING AND DRAINAGE - RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO 13E APPROVED BY ENGINEER.
21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS.
22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE A
2' OVERHANG IS POSSIBLE.
23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT
TO A 5'X 18' PAINT -OUT AISLE OR A 8'X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE' PACES SHALL
25. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
MECHUM'S
TRESTLE
ALBEMARLE COUNTY, VIRGINIA
PRE - APPLICATION PLAN
JUNE 23, 2014
26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30 ".
27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES.
28. UNLESS OTHERWISE SPECIFIED, ALL TWO -WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE -WAY TRAVELWAYS SHALL BE 12' WIDE.
29, PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY
DIRECTION.
30. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL F IS REQUIRED IN FRONT FOR WHEEL BEARING.
31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21 -A STONE BASE, WITH
UNDERDRAINS (UD-4, ETC. IF REQUIRED) PER VDOT STANDARDS.
32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS.
ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N -12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING.
33. ALL PVC CONDUIT SHALL BE SCHEDULE 40.
34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING.
35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM
36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE
PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE.
37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN %2 INCH OF REQUIRED SUBGRADE ELEVATIONS.
38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN( %2 INCH OF REQUIRED FINISH ELEVATIONS.
39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS.
40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS.
41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS.
42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN
AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE
ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING / HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL
SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO
INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL
UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE.
44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL
BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL 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 ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE
TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC 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 CFR
PART 1926).
STANDARDS AND SPECIFICATIONS
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008.
3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011.
4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK, THIRD EDITION, 1992.
5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION.
6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009.
7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER
AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005.
8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ,ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003.
SHEET INDEX:
SHEET 2 SITE PLAN CONCEPT
DEVELOPER:
MECHUM'S TRESTLE, LLC; 99 BLOOMFIELD ROAD CHARLOTTESVILLE, VA 22903
AC
CONTACT: BILL MCKECHNIE; 434 - 906 -5787
PROPERTY OWNER:
MECHUM'S TRESTLE, LLC; 99 BLOOMFIELD ROAD CHARLOTTESVILLE, VA 22903
0,092
CONTACT: BILL MCKECHNIE; 434 - 906 -5787
TAX MAP / PARCEL #:
TAX MAP 57, PARCEL 31A
PROPERTY ADDRESS:
4294 THREE NOTCH'D ROAD
PROPERTY SIZE:
1.387 ACRES
ZONING:
Cl COMMERCIAL
MAGISTERIAL:
WHITE HALL
COMPREHENSIVE PLAN:
RURAL AREA 3
DRINKING WATER
SOUTH RIVANNA RESERVIOR
WATERSHED:
OVERLAY DISTRICTS:
TOTAL # OF UNITS / DENSITY:
DENSITY BONUS FACTORS:
WAIVER / VARIANCE
REQUESTS:
SURVEY SOUIRCES:
DATUM:
BENCHMARK:
LAND -USE BREAKDOWN:
SETBACKS:
MAX. HEIGHT OF STRUCTURE:
BUILDING SQUARE FOOTAGE:
PROPOSED USE:
RECREATIONAL AREA:
LANDSCAPE REQUIREMENTS:
PARKING REQUIREMENTS:
FLOOD HAZARD; DAM INUNDATION ZONE; SCENIC BYWAY; ENTRANCE CORRIDOR
N/A
NONE
SEE ATTACHED LETTER
ROUDABUSH, Gs ".LE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLAP, !VERS
914 MONTICELLC ROAD - CHARLOTTESVILLE, VIRGINIA 22902 (434) 977 -0205
VERTICAL NAVD -88.
PK NAIL FOUND IN UTILITY POLE
ELEV. 503.50
AND -USE .
SF .._.
AC
. %__
BUILDINGS:
4,000 ,
0,092
7%
ROAQSISIDEWALKSr
SUNDAY
SUNDAY
IRON FOUND
PERMEABLE PAVEMENT
18,391
0422
30 °/n
CONCRETE PAVEMENT ,.
495
0.011
1%
0THER PERMEABLE AREA:
37,532
0.062
62%
TOTAIL ITE ACREAGE:
X60,419
1.387
100%
30' BUILDING SETBACK ADJACENT TO PUBLIC STREET
10' PARKING SETBACK ADJACENT TO PUBLIC STREET (SEE ATTACHED LETTER)
20' BUFFER ZONE ADJACENT TO RESIDENTIAL
35'
4,000 SF
RESTAURANT
N/A
LANDSCAPE PLAN PER THE REQUIREMENTS OF SECTION 32.7.9 OF THE COUNTY CODE
13 PARKING SPACES PER 1,000 SF OF GROSS FLOOR AREA
REQUIRED SPACES = 4,000/1,000 X 13 = 52
PROVIDED SPACES
ITE TRIP GENERATION
LAND USE CODE 931: QUALITY
RESTAURANT (4,
OOf) SF
BENCH MARK
DAY
WEEKDAY
WEEKDAY
SATURDAY
SATURDAY
SUNDAY
SUNDAY
IRON FOUND
MF
PEAK HOUR GEN.
PF
PEAK HOUR GEN.
PKNS
PEAK HOUR GEN.
TRIP GENERATION RATE
89.95 VPD /1,000 SF
5?.02 VPH /1,000 SF
94.36 VPD /1,000 SF
10.82 VPD /1 000 SF
72.16 VPD /1,000 SF
8.38 VPD /1 000 SF
TOTAL
360 VPD
36 VPH
380 VPD
44 VPH
288 VPD
34 VPH
SURVEYOR'S LEGEND 'UTILITIES LEGEND
BH
BORE HOLE
BM
BENCH MARK
CO
CLEAN OUT
DIP
DUCTILE IRON PIPE
E
SANITARY SEWER MANHOLE
IF
IRON FOUND
MF
MONUMENT FOUND
PF
PIPE FOUND
PKNS
P -K NAIL SET
S
SIGN
WM
WATER METER
WV
WATER VALVE
240AK40
= 24" OAK W/ 40' CANOPY DIA.
GAS LINE
GAS
FHONE LINE
PHONE
C,VERHEAD ELECTRIC
OHE
SANITARY SEWER
S
UNDERGROUND ELECTRIC
UGE
WATER LINE
H2O
EX. STORM DRAIN LINE
PROP. STORM DRAIN LINE
DEMOLITION LEGEND
TBS
TO BE SAVED
TBR
TO BE REMOVED
EX.
EXISTING
SITE ELEMENT TO BE REMOVED
\�
TREE TO BE REMOVED
I.
UTILITY LINE TO BE REMOVED
Y
s
H
w
w
z
cn
z
Q
J
z
O
V rrQ)
J
W
ry
0-
r
co
N
C4
CD
Em
�z
V
W
cQ
G
W
J
Q
W
J
U)
W
_UC
G
r=
V
CW
G
`)
W
0.
NOTE:
THE ENTIRE PARCEL IS WITHIN THE DAM
INUNDATION ZONE
AREA OF <25%
SLOPES, TYP.
/
T.M.P. 57 -30E /•
PA'S HILL FARM LLC /•'
D.B. 2919, PG. 153
AGRICULTURAL USE
RA ZONING
€ IN`t
,
.rte' ' / • s � -� } 4�- a �,i � , � �,..� � mss.
N7 01 ^�
doo,
Lu
d000
T fR1Pd.
T.M.P. 57 -31 A
'm
� f
R= 2825.00' A= 109.29' _
Jam° X'
C.8. =N77 047'42 "W §$ AF
Lc= 109.29' _i - ` ` r` ,
— e r F'
LA
DSC
49 y. yN S11
497,06
zz-
25
OZV
YELLOW LINE
/
/'
EXISTING EDGE OF STREAM DEPICTED AS "BLUE LINE"
ON 2012 OFFICIAL ZONING DETERMINATION LETTER
(LOD 2012 -005, ATTACHMENT B)
- 50' STREAM BUFFER DEPICTED AS "RED LINE"
ON 2012 OFFICIAL ZONING DETERMINATION LETTER
(LOD 2012 -005, ATTACHMENT B)
PROPOSED PARKING LOT TO CONSIST OF:
• PERMEABLE PAVEMENT OR A MIX OF PERMEABLE AND TRADITIONAL PAVEMENT
• CONCRETE WHEEL STOPS
• NO CURBING ANTICIPATED
AREA OF <25%
i
SLOPES, TYP. •'`�
i
1't l
T.M.P. 57 -57
�w. GEORGE K. NOTEMAN
/ D.B. 3163, PG. 453
AGRICULTURAL USE
RA ZONING
as
TM
i`
EXISTING 20' SAN.
SEWER EASEMENT
D.B. 1364, PG. 1008
. . P. 57 -452
FRANK CARR ABELL, TRUSTEE
D.B. 2199, PG. 239
AGRICULTURAL USE
RA ZONING
PROPOSED
\
Q / PUMPED SAN.
6' N SEWER
EXISTING SAN. SEWER
"CROZET INTERCEPTOR"
C
J �
Lv Q:�
/
EXISTING , c''
/ RETAINING WALL N
/ TO REMAIN
S22 028'12 "W
14.08'
CL= 5U3 "0U
PROPOSED COMMERCIAL ENTRANCE AND RIGHT TURN LANE (USGS) i U.S. RTE 250
PER APPROVED SITE PLAN (SDP- 01- 054)a ; -�?x` -
-RIGHT TURN LANE ALREADY INSTALLED- -�" - - ____ ; (VARIABLE RAN
— f ' CHARLOTTESVILLE
co
' EX" BRIDGE
-fJf 4 i
�5.
1 �
1
SCALE: 1" = 20'
0 10' 20' 40' 100'
i
ak
iM
iY
'
qt
N
0
2
F-
o
z
n
(D
uJ
�
>
U
o
W
J
Q
U)
Z
�
w
OW
U
�
Q
co
Q
W
Z
� J
W
J
(/) ()f � W
U)
z
0
U)
W
o
Q
U)
J
�
w
Q _
U
F_
J
U)
W
CL
-
w
U
(/) ()f � W
U)
z
0
U)
W