HomeMy WebLinkAboutSDP201400073 Plan - Approved 2015-07-27JO N ITY MAP: _ SCALE: 1" = 1000'
GENERAL NOTES:
PERFORMANCE 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 ENSURE THAT HIS /HER WORK IS PROPERLY COORDINATED WITH THAT OF 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. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. CONTACT ENGINEER IF THERE
ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL
INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF 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 REPRESENTED 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 DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE. ALSO, THE
CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES.
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). THIS PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
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 ASTORM SEWERAGE STRUCTURE.
17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND INASMUCH AS IS POSSIBLE
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 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. AILL SLOPES GREATER THAN 3:1 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 STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER.
21. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS.
22. FOR SPECIFICS REGARDING SPECIALTY PAVING (IF ANY) REFER TO DETAILS.
23. ALL CURBING SHALL BE VDOT STANDARD CG -2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP PARKING
VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TIO A 5'X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 11' X
18' AND ADJACENT TO 5'X 18' PAINT -OUT AISLE.
24. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 41
.
25. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES.
26. PERPENDICULAR PARKING TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE AN OVERHANG IS POSSIBLE.
27. PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
28. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED..
29. UNLESS OTHERWISE SPECIFIED, ALL TWO -WAY TRAVELWAYS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE.
30. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION.
31. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING,
32. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4 30100 PSI CONCRETE SURFACE, 4 21 -A STONE BASE, WITH UN DERDRAINS
(UDA, ETC.) PER VDOT STANDARDS.
33. 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/V "(DOT STANDARD PB 1 BEDDING. 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 W COPPER TUBING.
35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM.
T.M.P. 77 -8
CESY
INITIAL SITE PLAN
SDP2014 -73
DECEMBER 1, 2014
NC.
SHEET INDEX
SHEET 2 EXISTING CONDITIONS /DEMOLITION PLAN
SHEET 3 INITIAL SITE PLAN & SITE DETAILS
SHEET 4 LANDSCAPE PLAN & DETAILS
SHEET 5 SITE DETAILS & PROFILES
SHEET 6 DETAILS & SITE SECTIONS
APPROVALS
PLANNING /ZONING
ENGINEER
BUILDING OFFICIAL
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
ACSA
I!n,
ECT DATA:
36.
y.
DEVELOPER /OWNER::
VIRGINIA ASPHALT SERVICEs, INC.
36.
ALL PARKING LOT TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS.
DEVELOPER /OWNER::
VIRGINIA ASPHALT SERVICEs, INC.
493 BURCHES CREEK ROAD
37.
ALL CURBING TO BE VDOT STANDARDS (CG -2 OR CG -6), UNLESS OTHERWISE NOTED ON THE PLANS.
CROZET, VA 22932, 434 - 989 -5703;
CONTACT: BRYAN HEILMAN
38.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
TAX MAP / PARCEL #:
TAX MAP 77, PARCEL 8
39.
MAXIMUM RETAINING WALL HEIGHT ARE SHOWN ON THE GRADING AND UTILITY PLANS.
PROPERTY ADDRESS:
1536 AVON STREET EXTENDED CHARLOTTESVILLE, VA
40.
ALL STRUCTURAL FILL SHALL BE A MIN IUIVI OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
PROPERTY SIZE:
1.681 AC.
41.
ON -SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING CONDITION AND FOUNDATION PREPARATION.
ZONING:
LI (LIGHT INDUSTRIAL)
WATER AND SEWER:
EC (ENTRANCE CORRIDOR)
SPECIAL USE PERMIT FOR OUTDOOR STORAGE (WITHIN AN ENTRANCE CORRIDOR
1.
WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
(SP2014 -19)
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY
MAGISTERIAL:
SCOTTSVILLE
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
COMPREHENSIVE PLAN:
NEIGHBORHOOD 4 - INDUSTRIAL SERVICE LAND USE
3.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS
ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
EXISTING USE:
VACANT
4.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION.
PROPOSED USE:
CONTRACTOR'S OFFICE /EQUIPMENT STORAGE YARD
PERMITTED DENSITY:
N/A
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001).
DRINKING WATER
6.
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS
WATERSHED:
NO
INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
DAM INUNDATION ZONE:
NO
7.
ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
PROFFERS:
NONE
8.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
WAIVER /SPECIAL EXCEPTION
1. SPECIAL USE PERMIT FOR OUTDOOR STORAGE WITHIN AN ENTRANCE CORRIDOR
REQUESTS:
2. CONNECTION TO PUBLIC WATER BUT NOT TO PUBLIC SEWER
9.
AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS
3. REQUEST MODIFICATION OF REQUIREMENT OF SECTION 5.1.52 TO PROVIDE
REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY /COUNTY
FENCE AS PART OF THE REQUIRED SCREENING (NO FENCE PROPOSED PER ARB
REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST.
GUIDANCE)
4. REQUEST MODIFICATION OF REQUIREMENT FOR PERIMTER CURB ADJACENT TO
ALBEMARLE COUNTY ENGINEERING GENEIRAL CONSTRUCTION NOTES:
STREAM BUFFER - SECTION 4.12.15 g.
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL
5. REQUEST MODIFICATION OF REQUIREMENT FOR PAVED SURFACE - SECTION
BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
4.12.15 a.
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
LAND -USE BREAKDOWN:
- -
IMPERVIOUS AREA SF AC
_..._ -- _- - _ -.. _....
NOTED.
.BUILDINGS 2 240 0 05 3%
PAVED /GRAVEL AREA 12,428 0 29 I 17%
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.
(PERVIOUS AREA: � -� 58,556 I 1.34 80%
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
... �. .......................................... x _
TOTAL SITE ACREAGE:** 73,224 ; 1.68 100%
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO
BE ACHIEVED.
SETBACKS:
10' PARKING SETBACK (PUBLIC ROW)
6.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
50' BUILDING SETBACK (PUBLIC ROW)
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
MAX. HEIGHT OF STRUCTURES:
35'
7.
ALL TRAFFIC CONTROL SIGNS SHALL (CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
MAX. NUMBER OF EMPLOYEES
8.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
ASSIGNED ON -SITE:
O(NONE)
9.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR
PARKING REQUIREMENTS:
1- SPACE PER EMPLOYEE ASSIGNED TO WORK ON SITE PLUS 1- SPACE PER FACILITY
PART 1926).
VEHICLE
PARKING PROVIDED:
0 EMPLOYEES ASSIGNED TO WORK ON SITE = 0 SPACES PROVIDED
12 FACILITY VEHICLES = 13 STANDARD SPACES PROVIDED BUT MORE SPACE
STANDARDS AND SPECIFICATIONS:
AVAILABLE
RECREATIONAL AREA:
N/A
1.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002.
PUBLIC DEDICATION:
NONE
2.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001.
LANDSCAPE PLAN:
REQUIRED BY SECTION 32.7.9 OF THE COUNTY CODE
3.
VIRGINIA DEPARTMENT OF CONSERVATIION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION,
SEE LANDSCAPE PLAN
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992.
TRASH:
TRASH CONTAINERS TO BE STORED INSIDE OF BUILDING
4.
INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION.
SURVEY SOURCES:
BOUNDARY & TOPOGRAHPHIC SURVEY: LINCOLN SURVEYING, INC., JUNE 13, 2014
5.
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
DATUM:
NAVD '88
6.
ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE
CONSTRUCTION AND EXPANSION OF' THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF
BENCHMARK:
GPS BENCHMARKS ADJACENT TO AVON STREET EXTENDED
ALBEMARLE, VIRGINIA, LATEST EDITION.
GPS -1: ELEV. 430.17 (N 3892407.39400, E 11486432.69000)
GPS -2: ELEV. 5438.50 (N 3892142.96800, E 11486255.68000)
7.
INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND
FACILITIES, DATED 2003.
SURVEYOR NOTES:
1. THE PORTION OF THE PROPERTY SHOWN HEREON LIES IN AN AREA DESIGNATED
AS ZONE X (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY. DATED: FEBRUARY 4, 2005
TRIP GENERATION ESTIMATES.
2. A PORTION OF THIS PROPERTY (NOT SHOWN HEREON) LIES IN AN AREA
DESIGNATED AS ZONE X (SHADED) (AREAS DETERMINED TO BE WITHIN THE 0.2%
ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL
CODE LAND USE NUMBER OF AVG WEEKDAY TRIPS ; AM PEAK PM PEAK SATURDAY SUNDAY
EMERGENCY MANAGEMENT AGENCY. DATED: FEBRUARY 4, 2005
1 EMPLOYEES (TRIPS /DAY /EMP) TRIPS /HR /EMP )(TRIPSJHR /EMP TRIPS/ DAY/ EMP "(TRIPS/DAY/ EMP
3. THIS OPOGRAPHIC SURVEY OF A PORTION OF TAX MAP 77 PARCEL LOCATED
S C 8 C
I
.._ _..... ........ I ..
,. � � .. ..... ...., _._... _..__.... ....... ..:, . .._ ..................... ... .. ,......._ ...;.... .....,... ........,..
110 GENERAL LIGHT INDUSTRIAL 8 3.02 0.48 0.51 26 ,
ON AVON STREET EXT.ALBEMARLE COUNTY, VIRGINIA WAS COMPLETED UNDER
- 0 48
THE DIRECT AND RESPONSIBLE CHARGE OF CHRISTOPHER B. KEAN FROM AN
_a mF „^w m m T m IT0
- -� ��- (PER EMPLOYEE)
� - -�� -- 24 4 4 4 2
ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY
TRIPS GENERATED 24 4 € 4 4 2
AND /OR ORIGINAL DATA WAS OBTAINED ON JUNE 9, 2014; AND THAT THIS PLAT,
__. _.._..
MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM
ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
TERRA
CONCEPTS, P.C.
2046 ROCK QUARRY ROAD
LOUISA, VIRGINIA 23093
PH. 434 -531 -3600
mkeller @terraconceptspc.com
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434 - 531 -5544
alan@alanfranklinpe.com
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ISSUED: 12 -01 -14
SCALE:
REVISIONS:
1. 02 -17 -14 - INITIAL PLAN COMMENTS
SHEET
r� •
LEGEND
W WATER LINE (EX. / PROP.)
WV® WMO WATER VALVE/ METER
FHA b FIRE HYDRANT
YH YARD HYDRANT
BOA ® BLOW -OFF ASSEMBLY
SS SANITARY SEWER LINE (EX. / PROP.)
CO o CLEANOUT
MH-- MANHOLE
SD- STORM LINE (EX. / PROP.)
DI C� STORM INLET
YD ® YARD DRAIN
DS o DOWNSPOUT
G GAS LINE (EX. / PROP.)
GV® GMO GAS VALVE/ METER
OHE OVERHEAD ELECTRIC (EX. / PROP.)
UGE UNDERGROUND ELECTRIC (EX. / PROP.)
PPj7 POWER POLE
LP* LIGHT POLE
GUY d GUY WIRE
EM ELECTRIC METER
TRANSFORMER
OHT OVERHEAD COMMUNICATIONS (EX. / PROP.)
UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.)
PED ❑ UTILITY PEDESTAL
SWM / DWM o/n SINGLE / DOUBLE WATER METER
GV M GATE VALVE
BOA o BLOW OFF ASSEMBLY
---- - - - - -- BOUNDARY/ RIGHT -OF -WAY LINE
I.F. IRON PIN FOUND
I.S. IRON PIN SET
-- - - - - - - - SETBACK LINE
----- - - - - -- EASEMENT LIMITS
- - - - CENTERLINE
670 CONTOUR LINE (EX. / PROP.)
<--3:1-- <-2.509/a- DEGREE/ DIRECTION OF SLOPE
479.70+ SPOT ELEVATION
HP HIGH POINT
LP LOW POINT
- - - - DITCH / SWALE
_ : : : = WATER COURSE
BM* BENCHMARK
CG -2 VDOT STD. HEADER CURB
CG -6 VDOT STD. CURB & GUTTER
CG -12 VDOT STD. HANDICAP RAMP
HC HANDICAP PARKING SYMBOL
DIP DUCTILE IRON PIPE
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE
PVC POLYVI NYLCH LORI DE PIPE
HDPE HIGH - DENSITY POLYETHYLINE PIPE
VC VITRIFIED CLAY PIPE
FFE FINISHED FLOOR ELEVATION
TBR TO BE REMOVED
TBT TO BE TRANSPLANTED
TBS TO BE SAVED
SURVEY NOTES
1. THE PORTION OF THE PROPERTY SHOWN HEREON LIES IN AN AREA
DESIGNATED AS ZONE X (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE
THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY. DATED: FEBRUARY 4,
2005
2. A PORTION OF THIS PROPERTY (NOT SHOWN HEREON) LIES IN AN AREA
DESIGNATED AS ZONE X (SHADED) (AREAS DETERMINED TO BE WITHIN THE
0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY. DATED: FEBRUARY 4, 2005
3. THIS TOPOGRAPHIC SURVEY OF A PORTION OF TAX MAP 77 PARCEL 8
LOCATED ON AVON STREET EXT.ALBEMARLE COUNTY, VIRGINIA WAS
COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF
CHRISTOPHER B. KEAN FROM AN ACTUAL GROUND SURVEY MADE UNDER
MY SUPERVISION; THAT THE IMAGERY AND /OR ORIGINAL DATA WAS
OBTAINED ON JUNE 9, 2014; AND THAT THIS PLAT, MAP, OR DIGITAL
GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY
STANDARDS UNLESS OTHERWISE NOTED.
4. NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN
AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY
COMPANY LOCATIONS, CITY /COUNTY AND FIELD VERIFICATION. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED
BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES.
5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.
6. SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST.
7. THE FOLLOWING MISS UTILTY TICKET WAS USED IN THE PREPARATION OF
THIS TOPOGRAPHIC MAP: TICKET # A415701922 -OOA DATED JUNE 6, 2014
'� PP. \� ,
\ a
FEMA 100 -YR FLOOD
'"�...,,, LIMITS, TYP.
Source: Public Facllltle� 11A...- 1 11-1 "' C'- ""F. - -. /'�.- %/- An7/_
FEM'4 DRIP LINE
FEMA ,, FE
MA
~ ~ FEMA F PROTECTI%
b FEW
TMP 76M2 -1 -D
CLEARING AND IGRADING
(CITY OF CHARLOTTESVILLE)
PROPOSED GRADING
�• .�_� ZONING: PUD
WILLOUGHBY PROPERTY OWNERS ASSOCIATION,
INC.
-� D. B. 3814 P. 193 / MIN. 5'
�6 D.B. 1160 P. 408 -409 PLAT WHERE DRIPLINE
IS LESS THAN
CONSTRUCTION OPERATIONS RELATIVE
OPEN SPACE WILLOUGHBY
SECTION 5 PHASE III A TO THE LOCATION OF PROTECTED TREES
E-072 t \� _� DETAIL N.T.S.
`� `'°'`.`...,, �` - -- --- 360 -----
HATCHED AREAS ` j �i� -_
REPRESENTS AREA OF -�__� _z.. ?__„ -- -
t t _" ' Wit* _ _ _ -
CRITICAL SLOPES f'`_- 7 , 7''` `�` ,�.. -._.. _... ___ ... __ ... "°
o (PRESERVED), TYP.
- NR
� r � �� `�� d ��� I �" e ' -� � � d , ���,� ate' ���� �„ _...,.`-' = -�-._ """.�..e-- .,...•.. ---- ----�_ �� - - .-. _
4 %_ � ! � L r 1f` ��t � �' ,.,,� �j F"^y .� I d^� --� r ! �'�-� ..,1 d j - ,4..,.. �t }__ �_ly` ",�� � t Y �- -.-.'- �.,--
yl� �� l 7 ` - �'` ~� d' r _ r' d'� j M 00 R E'S CREEK CREEK--
�. r
r d f
?-?`-�_j�
(PER COUNTY GIS
1� r f
L
100 -Y`R " FLOOD
�POIN�TINC L TYP.
- `' I l - 4 J � -j _ REEi` � ��---�-
�
7 419.65 +
, r
TIM
�
---- ._ Od
i_ I P T
% 7 + _4 420.15 . - % j i w � ` -
- 1
-
�- t -7 -7 T
420.09 ! _ - �-• �� �` L' _.1'`lr `
_ ; 1 / / ST1C 61 +
EkD /T/
/ J SHED, TBR i 421 -R7
t -Z -Z / __Z L Z_ Z
SHADE AREA
-REPRESENTS AREA OF
CRITICAL S 0 43989
(MANAGE ), TYP.
84`-�
AVON STREET EXT.
36 +4,38.32 ST. RT. 742__ 43712 4361
p" (VARIABLE WIDTH R /W) / J
EOP�EOP �.
439.20 W W
B - W
439.20 0 BC -_� - --
436.8W3 W.- - W - __ -_ -W _
~ 436.48 BC
TC X434.97
439.64 SDMH TC
TOP 438.34 +/- 43688
TC
BOTTOM OF STRUCTURE 435.28 +/-
435.24
INV. OUT 435.22
INVERTS NOT FULLYACCESSIBLE
STRUCTURE FULL OF TRASH
EP
0 ELM
421.92
+ 0
42283 \
423.36
PORTION OF EXISTING -
+42289UARDRAIL TO BE
REMOVED
r�
- + _ TERMINATE GUARDRAIL -
435.44 °°+ PER VDOT STDS.
434.49 _+__
43 --_
3.73 - - _-
1. S� \ 432.97
434.40 7 ERL1*E 433 o8W W ----z _._ --
f BC W
433.39 BC I WV � 43
n CG -6 432.23 ,
SDMH TC
TOP 434.52 433.92
TC
432.48
EXISTING MEDIAN STRIPING TO
BE ERADICATED AND
RE- STRIPED TO CREATE A LEFT
TURN LANE
VA33
NC.
OdM OdM -
EOP TO EO�x Vv
- - - ---- W W
SDMH
TOP 431.78
TC
430.48
430.34
8c'-
\429.96
0 10' 20' 40'
80'
TEIR �A
CONCEPTS, P.C.
2046 ROCK QUARRY ROAD
LOUISA, VIRGINIA 23093
PH. 434 - 531 -3600
mkeller @terracornceptspc.com
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434 - 531 -5544
alan @alanfranklinpe.com
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Alan G. Franklin
7d Uc. No. 35326 W
�w.
l DNA L
ISSUED: 12 -01 -14
SCALE:
REVIISIONS:
1. 02- :17 -14 - INITIAL PLAN COMMENTS
SHEET
OF 6
ASPHALT PAVING DETAIL
SECTION
/� B � GRAVEL PAVING DETAIL
2" VDOT SM 9.5A ASPHALT SURFACE
3" VDOT BM -25 ASPHALT BASE
8" COMPACTED VDOT 21A STONE BASE
OPTIONAL GEO -GRID (IF NECESSARY)
COMPACTED SUBGRADE
(95% STANDARD PROCTOR)
2" - 4" VDOT #78 STONE
8" COMPACTED VDOT 21A STONE BASE
OPTIONAL GEO -GRID (IF NECESSARY)
COMPACTED SUBGRADE
(95% STANDARD PROCTOR)
P -005
N.T.S.
\3 SECTION N.T.S.
N.T.S.
NOTES: 4"
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
a b
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 16 -
4000 PSI IF PRECAST. 2"R
3. COMBINATION CURB & GUTTER HAVING A RADIUS 'A 6 p' D '. -' d 5 7
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION D
CURB & GUTTER.
20
4. FOR USE WITH STABILIZED OPEN - GRADED
�-59.x' 3E
TMP 77 -8A
2' -0"
DRAINAGE LAYER, THE BOTTOM OF THE CURB
GARY D. AND ELIZABETH M.
V
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
THIS AREA MAY BE CONCRETE \
TO THE SLOPE OF SUBBASE COURSES
AT THE OPTION OF THE CONTRACTOR
AND TO THE DEPTH OF PAVEMENT.
D.B. 1560 P. 585 PLAT
D.B. 1376 P. 282 PLAT
5. THIS CURB MAY BE USED WHEN DESIGN SPEED
THE BOTTOM OF THE CURB AND GUTTER —
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
MAY BE CONSTRUCTED PARALLEL TO THE
45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN SLOPE OF SUBBASE COURSES PROVIDED A
AREAS. IF THESE DESIGN SPEEDS ARE
MINIMUM DEPTH OF 7" IS MAINTAINED.
EXCEEDED STANDARD CG -7 IS REQUIRED.
D.B. 1147 P. 344 PLAT
\C\ 611 CURB & GUTTER
(VDOT STD. CG -6)
SECTION
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. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" 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. NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG -3 IS REQUIRED.
611 CURB (VDOT STD. CG -2)
SECTION
W
u-
u_
0
NOTES:
1. S.I. STOREY LUMBER CO., INC., 285 SIKE STOREY RD NW, P.O. BOX 99, ARMUCHEE, GA„ USA, 30105 -0099,
1(888) 934 -1605, PHONE: (706) 234 -1605, FAX: (706) 235 -8132.
2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
3. DO NOT SCALE DRAWINGS.
4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com /info
REFERENCE NUMBER 651 -003.
E & TIIUIBARRIER TM
3 DETAIL
SEE
NOTEI
M"
TYP. RAIL SECTION
RAIL: 4" X 12" X 11'111/2";
#1 S4S SOUTHERN PINE;
PRESSURE TREATED: AWPA -C14:
WOOD FOR USE IN HWY CONSTR.
SPLICE PLATE: ASTM A588
FASTENERS: ASTM 307A, A242,
A588, F436 TYPE 3, A563 DH3
POST: 6" X 8" X 4
#1 S4S SOUTHERN PINE;
PRESSURE TREATED: AWPA -C14:
WOOD FOR USE IN HWY CONSTR.
FINISHED GRADE
BACKFILL AND TAMP W/
NATURAL SOIL OR DRIVE
COMPACTED
SUBGRADE
NOTE: POST SPACING
6- O.C. (TYIP.)
P -004
N.T.S.
P -003
N.T.S.
S -004
N.T.S.
� \ � FEMA - ______'_' �- F�MA,�''`
� FEMA � NtA
FEMA ___ _.� FEMA
.\ FEMA -------- _. FEMA ,- --� FEMA
\ � ---- -- FEMA --� r<�MA
\ FEMA
�\ \ TMP 76M2 1 -D
(CITY OF CHARLOTTESVILLE)
\ \ \ ZONING: PUD
WILLOUGHBY PROPERTY OWNERS ASSOCIATION,
�'y \ INC.
D.B. 3814 P. 193
\b, \ D.B. 1160 P. 408 -409 PLAT
OPEN SPACE WILLOUGHBY °°-- -
SECTION 5 PHASE III
t � y
"mss`,
SHADED AR \ 356
REPRESENTS AREA 0
- 360 -- --
CRITICAL SLOPES
(PRESERVED), TYP. \ y A \ \f T�
\~�7"4- �... +` \-�. i ,J 352 '- ----_. - -,- ----_.
x ,t_ \r\ 1 .. l \ t% Z
i t ~ i Y y TT�� _
_ r c /�1 —
a i -
-
....1„_ 1 t'1 1 1 . -4 ,.. 1 1 1� ..
't _ i \ ` ,_. _ j -'t \ mac--- - -
t__ - \\ t_ �r ~j_� , t ; 7— ,� MOORE'S CREEK -
\\ �'i;'__ t, \ `f f i }! j, �� { ,1 �jti y_�' yi \ '1-'r - (PER COUNTY GIS) -
i
i \,_
J_,J_.. , \ f \ 100 -YR FLOOD O�
-
�7'
AflddV1'"1!V CREEK
a
dl -- -ATP
_ 420
11' 56'
. - -
\i \\ENGINEERED _
TIC SYSTEM,
.M -�
_ _SHA D AREA=
REPRESENTS Ak OF
(MANAG ), TYP.
x
:Z SIGHT LINE (500PROPOSES -��
4REENING, TYP. RE- LOCATED
POWER POLE `
\ AVON STREET EXT.�
ST. RT. 742 - 45 IMPH
W ___ -- jN _- _...._ -__ W �-\' Wes_ -�_ ___.._(VARIABLE WIDTH) le
r , W W - G----
W . W w W
INSTALL SECTION OF
VDOT STD GUARDRAIL
TO BRIDGE THE GAP
FROM THE PREVIOUS
ENTRANCE
W W
5/8" DOM. WATER
- - - -'- - t METER
TAP -32" WATERLINE
Tl�
SERVICE (BY ACSA)
-�- -��pG— I p 9 T Cad- �jG /�- --- - -_ _G.____-__
2 "Fi t EI7,L /f E — W W
RELOCATE /REPLACE SECTION OF
VDOT STD GUARDRAIL & PROVIDE
VDOT GR -9 END TREATMENT
FROM AN APPROVED VDOT
SUPPLIER
/ _,
°\ 20-ELM
421.92
Q
550'1 TO NE�f1ENTRANCE 500'± TO AVON CT.\
wv \ W - W
CONVERT STRI PED
MEDIAN TO LEFT TURN
LANE
Im
I
20
,o �VILLilil4 JLI UP% f" O/
�-59.x' 3E
TMP 77 -8A
OD
°
GARY D. AND ELIZABETH M.
V
U)
EDGECOMB
ZONING: HC
--
D.B. 1560 P. 585 PLAT
D.B. 1376 P. 282 PLAT
. CG-
POWER, PHONE, AND426
BLE TO BLDG
W
TALL
D.B. 1147 P. 344 PLAT
n
M
J
Q♦
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7.
0
x
x x
_ _SHA D AREA=
REPRESENTS Ak OF
(MANAG ), TYP.
x
:Z SIGHT LINE (500PROPOSES -��
4REENING, TYP. RE- LOCATED
POWER POLE `
\ AVON STREET EXT.�
ST. RT. 742 - 45 IMPH
W ___ -- jN _- _...._ -__ W �-\' Wes_ -�_ ___.._(VARIABLE WIDTH) le
r , W W - G----
W . W w W
INSTALL SECTION OF
VDOT STD GUARDRAIL
TO BRIDGE THE GAP
FROM THE PREVIOUS
ENTRANCE
W W
5/8" DOM. WATER
- - - -'- - t METER
TAP -32" WATERLINE
Tl�
SERVICE (BY ACSA)
-�- -��pG— I p 9 T Cad- �jG /�- --- - -_ _G.____-__
2 "Fi t EI7,L /f E — W W
RELOCATE /REPLACE SECTION OF
VDOT STD GUARDRAIL & PROVIDE
VDOT GR -9 END TREATMENT
FROM AN APPROVED VDOT
SUPPLIER
/ _,
°\ 20-ELM
421.92
Q
550'1 TO NE�f1ENTRANCE 500'± TO AVON CT.\
wv \ W - W
CONVERT STRI PED
MEDIAN TO LEFT TURN
LANE
Im
I
SIGHT LINE (5 0
\
INSTALL PAVED VDOT\
TD. ENTRANCE, \
TIE TO EX. E- EOP- -- -�
(SEE PROFILE)
0 10' 20' 40'
:0
TERRA
CONCEPTS, P.C.
2046 ROCK QUARRY ROAD
LOUISA, VIIRGINIA 23093
PH. 434 -531 -3600
mkeller @terraconceptspc.com
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434 - 531 -5544
alan@alanfranklinpe.com
20
1
TMP 77 -8A
OD
°
GARY D. AND ELIZABETH M.
V
U)
EDGECOMB
ZONING: HC
D.B. 1560 P. 585 PLAT
D.B. 1376 P. 282 PLAT
. CG-
D.B. 1147 P. 346
W
�--.
D.B. 1147 P. 344 PLAT
n
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0
S58 04519 "E
st2 c�
17.38
/s
U
Q
12:1 TAPER TO EX.
EOP, TYP.
SIGHT LINE (5 0
\
INSTALL PAVED VDOT\
TD. ENTRANCE, \
TIE TO EX. E- EOP- -- -�
(SEE PROFILE)
0 10' 20' 40'
:0
TERRA
CONCEPTS, P.C.
2046 ROCK QUARRY ROAD
LOUISA, VIIRGINIA 23093
PH. 434 -531 -3600
mkeller @terraconceptspc.com
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434 - 531 -5544
alan@alanfranklinpe.com
TH OF V t �
1!�
Alan G. Franklin
Uc. No. 35326 W
mss j ONA L
ISSUED: 12 -01 -14
SCALE: 1" = 20'
REVISIONS:
1. 02 -17 -14 - INITIAL PLAN COMMENTS
I SHEET
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W
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TH OF V t �
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Alan G. Franklin
Uc. No. 35326 W
mss j ONA L
ISSUED: 12 -01 -14
SCALE: 1" = 20'
REVISIONS:
1. 02 -17 -14 - INITIAL PLAN COMMENTS
I SHEET
o�
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. GRADES NOT TO EXCEED 3:1 SLOPES.
3. ALL PRUNING IS RESTRICTED TO THE
REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF
THE LANDSCAPE ARCHITECT.
4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND /OR SPECIFICATIONS.
STAKES ON "HIGH" -
SIDE OF TREE ONLY.
SEE DETAIL FOR
SUITABLE TREE STAKING
OPTIONS /'A1
FINISHED GRADE
REFER TO TREE A
ROOTBALL PIT DETAIL 20
COMPACT EXCAVATED SOIL TO
FORM ROOTBALL PIT ON DOWNHILL
SIDE OF PLANTING AREA
DIRECTION
O
0 OF SLOPE
Z
OW
PLAN
CL W
o�
MULCH LAYER
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
SECTION
TREE PLANTING ON SLOPES
SECTION, PLAN N.T.S. .T.S.
TRENCH EDGE (TYP) 1 " X 4" GALV. LANDSCAPE STAKE W1 2 X 4"
X 30" ZINC COATED FENCE (2 .:.
TENSION POST PRIOR ZMAX.
-• SPACING TO ATTACHING TO -•
POST. (3) GALV. FLEX 'C'RINGS PER
LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO
r,r
DOWNHILL
����� .���i�� iI �� >► SHRUB PLANTING ON SLOPE PLANTS PLUMB)
•'
MULCH LAYER (AS SPECIFIED)
1111111
PLANTING SOIL MIX
(AS SPECIFIED)
O � m
TRENCH
EDGE
ADD EXCAVATED SOIL TO BRING TOP
OF ROOTBALL O FINISHED GRADE.
• - • - • 11111111111111 � >o�i
SHRUB TO PREVENT
SET • • OF ROOTBALL
PLANTING LEVEL WITH FINISHED GRADE.
SHRUB SLOPE
rAff,' DETAIL 1 f
TREE CANOPY CALCULATION
REQUIREMENT CALCULATION
Acres
Total Site Acreage
1.68
minus
CANOPY SUB -TOTAL
Farmland Credit
0.00
Recreational Credit
0.00
Open Space Credit
0.00
Public Land Credit
0.00
School Recreational Areas Credit
0.00
Open Space Amenity Credit
0.00
Preservation Credit (WPO LIMITS)
0.92
Agent Approved Credit
0.00
Basis for Canopy
0.76
Basis for Canopy
0.76
Tree Canopy Requirement x 10%
SIZE
Total Canopy Area Required
0.08
C SCARLET OAK
3,485 SF
WERHIRNM
SCREENING PLANTS
KEY COMMON NAME
BOTANICAL NAME
QTY.
SIZE
CANOPY
CANOPY SUB -TOTAL
A LEYLAND CYPRESS
X CUPRESSOCYPARIS LEYLANDII
27
5' -6'
233
621
B CHERRY LAUREL
PRUNUS LAUROCERASUS "OTTO L."
57
24"
10
570
STREET TREES
KEY COMMON NAME
BOTANICAL NAME
QTY.
SIZE
CANOPY
CANOPYSUB -TOTAL
C SCARLET OAK
QUERCUS COCCINEA
9
1.5 "- 1.75"
370)
3,330
D* FLOWERING DOGWOOD
CORNUS FLORIDA
13
6' -8'
1246
1,612
PARKING LOT TREES
� e
rcrt •
r
KEY COMMON NAME
BOTANICAL NAME
QTY.
SIZE
CANOPY
CANOPYSUB -TOTAL
E SUGAR MAPLE
ACER SACCHARUM "COMMEMORATION'
6
1.5 "- 1.75"
1951
1,170
F* REDBUD
CERCIS CANADENSIS
5
6-8'
124.
620
* SUPPLEMENTAL PLANTING - NOT INTENDED TO MEET STREET TREE OR PARKING LOT LANSCAPE REQUIREMENT
q
FEMA ----- FEMA
MA
�`� FEMA _'•'' FE MA
FEMA FEMA ----- FEMA ---'.. FE
FEMA FEMA _ --_ FEMP /'
___ FEMA �
TMP 76M2 -1 -D
\ (CITY OF CHARLOTTESVILLE)
ZONING: PLID
WILLOUGHBY PROPERTY OWNERS ASSOCIATION,
INC.
D.B. 3814 P. 193
d D.B. 1160 P. 408 -409 PLAT
`. OPEN SPACE WILLOUGHBY
y
SECTION 5 PHASE III ~�
SHADED ARE P011VT1
REPRESENTS AREA 0 CPFFK ____360- _______ �� 1
CRITICAL SLOPES
ES
MDt QGAV17171\ TYP
POWER POLE `\
ONSTREETIEXT_- __---- ----- __.
ST. RT. 742
W G - _.;..._.0_.,__'� (VARIABLE WIDTHI)
W W
_ ALL PLANTINGS SHAD L RESIDE OUTSIDE '
- -- - OF R/W AN11SHALII. NOT_OBSTRUCT
SIGHT DISTANCE FF19M VEHICULAR - --
12 "yC rat TAtrt� RJ*1- .__ -. -_ -_ W -- -
,_ / W
33 btN3J ® Vw3j.e_ .
Iii
I
wV � W W W
0 10' 20' 40'
80'
TERRA
CONCEPTS, EPTS, P.C.
2046 ROCK QUARRY ROAD
LOUISA, VIRGINIA 23093
PH. 434 -531 -3600
mkeller @terraconceptspc.com
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434 - 531 -5544
alan @alanfranklinpe.com
- z
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.Alan G. Franklin
Lic. No. 35326 W
' ONAL
ISSUED: 12 -01 -14
SCALE: 1" = 20'
REVISIONS:
1. 02 -17 -14 - INITIAL PLAN COMMENTS
SHEET
OF 6
til
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WE
114
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0 10' 20' 40'
80'
TERRA
CONCEPTS, EPTS, P.C.
2046 ROCK QUARRY ROAD
LOUISA, VIRGINIA 23093
PH. 434 -531 -3600
mkeller @terraconceptspc.com
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434 - 531 -5544
alan @alanfranklinpe.com
- z
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.Alan G. Franklin
Lic. No. 35326 W
' ONAL
ISSUED: 12 -01 -14
SCALE: 1" = 20'
REVISIONS:
1. 02 -17 -14 - INITIAL PLAN COMMENTS
SHEET
OF 6
430
ZONING.
D.B. 1j.1L7_P_344_PIAT
D
HWPB 1 22---
z
4120_
422----
/L JL
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192
424
42
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LL
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of
TMP 77-8A
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427 Cranberry Lane Crozet, VA 22932
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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CONCEPTS, P.C.
2046 ROCK QUARRY ROAD
LOUISA, VIIRGINIA 23093
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mkeHer@terraconceptspe.com
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434 - 531 -5544
alan@alanfranklinpe.com
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SHEET
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