HomeMy WebLinkAboutSDP201900069 Plan - Revision 2020-10-05AFTON SCIENTIFIC
MINOR SITE PLAN AMENDMENT
SDP201900069 ALBEMARLE COUNTY, VIRGINIA
PREVIOUS APPROVED SITE PLANS:
SDP2000-77 & SDP1993-23;
MINOR AMENDMENT CHANGES TO SDP2000-77:
THIS WORK GENERALLY CONSISTS OF RECONCILIATION OF A SITE PLAN AMENDMENT AND THE FOLLOWING
LETTERS OF REVISION (LISTED BELOW) AS WELL AS THE ADDITION OF AN ELEVATOR TOWER AND ASPHALT
PAVING.
APPROVED LETTERS OF REVISION (LOR) to SDP2000-77:
• LETTER OF REVISION 1-
APPROVED 9/17/2012. ADDITION OF A 18'x2O' CONCRETE PAD.
• LETTER OF REVISION 2 -
APPROVED 4/2/2013. ADDITION OF 14.5' X 40' CONCRETE PAD ADJACENT TO 6.5,
EXISTING SIDEWALK.
• LETTER OF REVISION 3 -
APPROVED 9/3/2013. ADDITION OF A 22'x39' AWNING.
• LETTER OR REVISION 4 -
APPROVED 9/13/2016. ADDITION OF A PROPOSED TERRACE ADDITION
CONSISTING OF A KEYED BLOCK RETAINING WALL, TERRACE SURFACED WITH
PRECAST PAVERS, RAILING AND CONCRETE SIDEWALK IMPROVEMENTS, AS WELL
AS A TRELLIS TO BE BUILT IN THE FUTURE.
PROJECT INFORMATION:
OWNER:
AFTON SCIENTIFIC PROPERTIES LLC
CONTACT: TOM THORPE
PHONE:
(434) 979-3737
ENGINEER:
LINE+GRADE I CIVIL ENGINEERS
113 4TH STREET NE
CHARLOTTESVILLE, VA 22902
CONTACT: DANIEL C. HYER, PE
PHONE:
434.262.0169
SURVEYOR:
LINCOLN SURVEYING
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VA 22901
CONTACT: THOMAS B. LINCOLN
PHONE:
(434) 974-1417
PARCEL INFO:
PARCEL #: 77E2-E
2020 AVON COURT
ALBEMARLE COUNTY, VA
ZONING:
LI
AIRPORT IMPACT AREA (YES)
DAM INUNDATION AREA (YES)
FLOOD HAZARD OVERLAY (YES)
PRESERVED STEEP SLOPES
PROPOSED USE: OFFICE AND INDUSTRIAL
LEGAL AREA: 2.93 AC
MAGISTERIAL
DISTRICT: SCOTTSVILLE
SETBACKS:
SEE PROJECT SUMMARY SHEET C0.1
ADDT'L INFORMATION:
DISTURBANCE AREA: 0.037 AC (1,612 SF)
MISS UTILITY TICKET NO.: B629801824-OOB
UTILITY OWNERS:
COMM: COMCAST
CENTURYLINK INC
DOMINION VIRGINIA POWER
LUMOS NETWORKS INC
GAS: CITY OF CHARLOTTESVILLE
WATER: CITY OF CHARLOTTESVILLE
STORM SEWER: CITY OF CHARLOTTESVILLE
ALBEMARLE COUNTRY SERVICE AUTHORITY
SANITARY SEWER: RIVANNA WATER & SEWER AUTHORITY
WETLAND IMPACTS: NONE
DRAINAGE DISTRICT: MOORES CREEK
STEEP SLOPES LOCATED WITHIN THE PROJECT LIMITS ARE SHOWN
ON SHEET C1.0 AND C2.0
THIS SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION
DISTRICT.
VICINITY MAP
SCALE: 1" = 4000'
0
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PROJECT LOCATION
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SCALE: 1" = 500'
0
STANDARD
ABBREVIATIONS
ABAN
ABANDON
NIC
NOT IN CONTRACT
AC
ACRES
N.T.S.
NOT TO SCALE
ADJ
ADJUST
NB
NORTHBOUND
APPROX
APPROXIMATE
OC
ON CENTER
ASPH
ASPHALT
OD
OUTSIDE DIAMETER
Q
BASELINE
PRKG
PARKING
BLDG
BUILDING
PROJ
PROJECT
BM
BENCHMARK
PROP
PROPOSED
E
CENTERLINE
PVMT
PAVEMENT
CF
CUBIC FEET
PM
PAVEMENT MARKING
CG
CURB AND GUTTER
REM
REMOVE
CONC
CONCRETE
ROW
RIGHT-OF-WAY
CONST
CONSTRUCTION
RT
RIGHT
DI
DROP INLET
R&D
REMOVE AND DISPOSE
ONO
DO NOT DISTURB
R&R
REMOVE AND RESET
EB
EASTBOUND
R&S
REMOVE AND STACK
EL
ELEVATION
SB
SOUTHBOUND
EX
EXISTING
SF
SQUARE FEET
FND
FOUNDATION
SSD
STOPPING SIGHT DISTANCE
GRVL
GRAVEL
STA
STATION
HC
HANDICAP
SW
SIDEWALK
ID
INSIDE DIAMETER
TEMP
TEMPORARY
LA
LANDSCAPED AREA
TRANS
TRANSITION
LF
LINEAR FEET
TYP
TYPICAL
LOD
LIMITS OF DISTURBANCE
WB
WESTBOUND
LT
LEFT
WSEL
WATER SURFACE ELEVATION
MAX
MAXIMUM
MIN
MINIMUM
ME
MATCH EXISTING
ALIGNMENT/GRADING
ABBREVIATIONS
BC
BACK OF CURB
FCC
POINT OF COMPOUND CURVATURE
BR
BOTTOM OF RAMP
PI
POINT OF INTERSECTION
BVCS
BEGIN VERTICAL CURVE STATION
PNT
POINT
BVCE
BEGIN VERTICAL CURVE ELEVATION
PR
PROPOSED ELEVATION
BW
BOTTOM OF WALL
PRC
POINT OF REVERSE CURVATURE
D OR A
DELTA ANGLE
PT
POINT OF TANGENCY
EG
EXISTING GRADE
PVC
POINT OF VERTICAL CURVATURE
EP
EDGE OF PAVEMENT
PVI
POINT OF VERTICAL INTERSECTION
EVCS
END VERTICAL CURVE STATION
PVT
POINT OF VERTICAL TANGENCY
EVCE
END VERTICAL CURVE ELEVATION
R
RADIUS
FG
FINISHED GRADE
TAN
TANGENT DISTANCE
FL
FLOWLINE
TC
TOP OF CURB
HP
HIGH POINT
THT
THROAT
INV
INVERT
TR
TOP OF RAMP
L
LENGTH
TW
TOP OF WALL
LP
LOW POINT
STA
STATION
LVC
LENGTH OF VERTICAL CURVATURE
SP
SADDLE POINT
PC
POINT OF CURVATURE
OFF
OFFSET
SHEET INDEX
SHEET NUMBER
SHEET TITLE
CO.0
TITLE SHEET
CO.1
GENERAL NOTES
C1.0
EXISTING CONDITIONS AND DEMOLITION PLAN
C2.0
PROPOSED PLAN
C2.1
SITE DETAILS
C3.0
LANDSCAPE PLAN
XO.0
SURVEY
X1.0
ORIGINAL SITE PLAN
X1.1
LETTER OF REVISION 1
X1.2
LETTER OF REVISION 2
X1.3
LETTER OF REVISION 3
X1.4
LETTER OF REVISION 4.1
X1.5
LETTER OF REVISION 4.2
X1.6
LETTER OF REVISION 4.3
X1.7
LETTER OF REVISION 4.4
X1.8
LETTER OF REVISION 4.5
X1.9
LETTER OF REVISION 4.6
SUBMITTAL LOG
SUBMISSION
DESCRIPTION
1
COUNTY REVIEW
2
COUNTY REVIEW
3
COUNTY REVIEW
4
COUNTY REVIEW
SIGNATURE
PANEL:
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RECIPIENT
SUBMITTAL DATE
ALB.
CO.
COMM.
DEV.
11/08/2019
ALB.
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COMM.
DEV.
03/12/2020
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ALB.
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06/30/2020
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U DANIEL C. HYER Y
Lic. No. 45596,
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
APPROVAL
DATE
/ONAL E�
APPROVED DCH
SUBMISSION NO. 4
PROJECT 1907300
T H E W 0 R K O F
L I N E + G R A D E
Como
GENERAL CONSTRUCTION NOTES:
UTI LITI ES:
CONCRETE AND ASPHALT:
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND
BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS
WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE
FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN
THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE
CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES.
5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE
WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES.
6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE
FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY
IS PARAMOUNT.
7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT
OF WAY, OR ADJOINING GROUNDS.
8. ALL WORK AREAS SHALL BE CLEANED DAILY.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES.
10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR
CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY.
11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION.
13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE.
14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING
CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL
CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED.
15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY
THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE
REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE.
16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE
MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER.
17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING
MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE
MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN.
19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING
BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO
NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER.
20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE
DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER.
21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE
MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE
BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING
CLEANING.
22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST
NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS.
23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF
EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES
DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL.
MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE
ACCESS PROCEDURES WITH THE FIRE MARSHALL.
24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE
NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS.
25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR
WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER.
26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES.
27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER
AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR
OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST.
28. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
29. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT.
ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS.
WORK AREA PROTECTION AND MAINTENANCE:
1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS.
2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED.
SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32
3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS.
HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE
ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF
MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS
AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS.
4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS
MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE.
5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES
AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY
CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE
RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.
6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL
REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE
CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE
COUNTY OF ALBEMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO PREVENT
MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT
MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS.
7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED,
FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND
OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS SHALL BE
REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18)
8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION
AND SEDIMENT CONTROL HANDBOOK.
9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES.
10. THE CONTRACTOR SHALL PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OF THE PROJECT; AND ROUTINELY CHECK
1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES
(PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS.
PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION.
2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES
OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN
MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL
PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO
THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY
AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND
THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR
SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE
RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES.
SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM.
5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE
RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT
BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE.
6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT
HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A
BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE
ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES.
7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL
A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING
AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES.
8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION
DEVICES.
9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
EARTH WORK AND SITE CONDITIONS:
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM
DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE
FILL.
3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S
INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.
4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM
THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON
ALL PAVED SURFACES.
6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED
SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL
ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK.
CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE
DRAINAGE.
8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE
CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR
DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY.
MAINTENANCE OF TRAFFIC:
1. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE
COUNTY OF ALBEMARLE TRAFFIC ENGINEER.
2. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY
TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED
OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS.
GENERAL NOTES
3. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
4. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE.
5. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY
THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE.
6. ALL TRAFFIC SIGNALS SHALL BE ADJUSTED AS DEEMED NECESSARY BY THE ENGINEER PRIOR TO ANY TRAFFIC CHANGES.
7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS
ADJACENT TO THE BUSTING PAVEMENT WITH A 'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW,
BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF
WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED.
8. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS
SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO
THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND
AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT
ROAD AND BRIDGE SPECIFICATIONS.
9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC.
10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE
MOTORING PUBLIC.
11. CONTRACTOR SHALL NOTIFY TRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS.
12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED.
13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA
PROTECTION MANUAL.
14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED.
15. CONTRACTOR SHALL ASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES.
FIRE PREVENTION:
1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE
AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA
STATEWIDE FIRE PREVENTION CODE.
3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION
FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND
COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE
FIRE PREVENTION CODE.
5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE
PREVENTION CODE.
6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS
WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR
PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER
ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY
MECHANICAL MEANS.
2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING.
3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE
STANDARDS.
4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT
EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG
BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM.
5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND
DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.
6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A
MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR
PERPENDICULAR TO THE DIRECTION OF TRAFFIC.
7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR.
PROJECT SUMMARY:
PROJECT SUMMARY - 2020 Avon Court
APPLICANT: Afton Scientific Properties, LLC
Thomas Thorpe
2020 Avon Court Suite 1, Charlottesville, VA 22902-8735
PARCEL: TMP 77E24
Parcel ID: 077E2-00-00-00400
Zoned: Light Industrial (U)
LEGAL AREA: 2.927 ACRES
127,500 SF
ZONING: Light Industry (U)
MAGISTERIAL DISTRICT Scottsville
PLANNING HISTORY: LOR's as indicated within Permit Package
PROPOSED SITE PLAN AMENDMENT ALLOWED OR REQ'D
BUILDING HEIGHT: MAX HEIGHT ALLOWED= 65 FT
Per27.3 EXISTING BUILDING HEIGHT= 22 FT
PROPOSED BUILDING HEIGHT= 22 FT
SETBACKS: PRIMARY STREET(AVON COURT) MIN FRONT YARD=
10 FT
Per4.20 PRIMARY STREET(SEMINOLE LANE) MAX FRONT YARD=
NONE REQUIRED
SIDE (ADJACENT TO HC) =
NONE REQUIRED
STRUCTURE SETBACK REAR (ADIACENTTO LI AND 82) =
NONE REQUIRED
PARKING SETBACK REAR (ADJACENTTO U AND 82) =
NONE REQUIRED
SCREENING: LI ZONING NONE REQUIRED
BUILDING FOOTPRINT: EXISTING BUILDING FOOTPRINT 20,126 SF
PROPOSED ADDITIONAL FOOTPRINT 466 SF
TOTAL FOOTPRINT 20,592 SF
USES: TOTAL GROSS FLOOR AREA = 20,592 SF
OFFICE, GENERAL (G.F.A.) = 5,148 SF
OFFICE, GENERAL N.F.A = 0.8'5148 4,118 SF
INDUSTRIAL/PRODUCTION 15,444 SF
PARKING REQUIRED: OFFICE, GENERAL: 1 SPACE PER 200 SF OF NFA= 21 SPACES
INDUSTRIAL AND/OR PRODUCTION: 1 SPACE PER EMPLOYEE (45 EMPLOYED) 45 SPACES
CUSTOMER PARKING SPACES FOR INDUSTRIALS 2 SPACES
Per4.12.6 TOTAL REQUIRED PARKING= 66 SPACES
Per ADAStd.208 HANDICAP SPACES REQUIRED= 3SPACE.
PARKING PROVIDED: TOTAL PROVIDED= 80 SPACES
HANDICAP PROVIDED = 4 SPACES
LOADING SPACES: TOTAL REQUIRED = 1 SPACES
TOTAL PROVIDED = 2 SPACES
TREE CANOPY COVER: 10%OF SITE AREA= 12,750 SF
EXISTING TREE COVERAGE PRESERVED 34340 SF
APPROVED LETTERS OF REVISION (LOR) to SDP2000-77:
APPROVED
LOR 1: ADDITION OF A 18'x20' CONCRETE PAD. 9/17/2012
LOR 2: ADDITION OF 14.5' X40' CONCRETE PAD ADJACENTTO 6.5' EXISTING SIDEWALK. 4/2/2013
LOR 3: ADDITION OF A 22'x39' AWNING. 9/3/2013
LOR 4: ADDITION OF A PROPOSED TERRACE ADDITION CONSISTING OF A KEYED BLOCK 9/13/2016
RETAINING WALL, TERRACE SURFACED WITH PRECAST PAVERS, RAILING AND
CONCRETE SIDEWALK IMPROVEMENTS, AS WELL AS A TRELLIS TO BE BUILT IN
THE FUTURE.
Footnotes:
1) Industrial space is not open to customers. It is a "clean spaces" and is not accessible. Therefore we use the minimum of 2 spaces.
No portion of the building is open to the public.
ZONING NOTES:
1. SINCE THE ABUTTING PROPERTY IS ZONED COMMERCIAL OR INDUSTRIAL, ANY
PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE.
GENERAL SURVEY NOTES:
ADJACENT PROPERTIES IN
CITY OF CHARLOTTESVILLE:
1. OWNER: ASTEC PARTNERSHIP
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DANIEL C. HYER
LIC. No. 45596,
TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY (SEE ATTACHED SURVEY)
BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED) 2• OWNER: LIGHTHOUSE LAND, LLC
VERTICAL: NAVD-88 (GPS DERIVED) ZONING: LIGHT INDUSTRY
TAX MAP: 77
PARCEL: 07700-00-00-00900
PRESENT USE: VACANT COMMERCIAL LAND
SUGGESTED CONSTRUCTION SEOUENCING:
1. PROTECT ADJACENT AREAS FROM DAMAGE DUE TO CONSTRUCTION ACTIVITIES.
2. INSTALL PERIMETER CONTROL MEASURES AS INDICATED ON PLANS INCLUDING SAFETY FENCE, SILT FENCE, AND TREE PROTECTION.
3. CLEAR AND GRUB EXISTING GROUND COVER AND DEMOLISH EXISTING ITEMS MARKED FOR DEMOLITION.
4. GRADE SITE TO FINAL GRADES PER PLANS.
5. FORM AND INSTALL CONCRETE WORK.
6. STABILIZE ALL AREAS AND REPAIR ANY EROSION AND REMOVE ANY SEDIMENT.
7. INSTALL REMAINING SITE FEATURES.
8. DRESS AND OVERSEED ALL DISTURBED AREAS AS NECESSARY TO AFFECT PERMANENT VEGETATIVE COVER.
9. REMOVE PERIMETER CONTROL MEASURES.
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NOTES:
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2. THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY
TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE
DIMENSIONS AND SLOPES ARE AS NOTED.
3. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN CAN BE USED WITH ADJOINING
BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 5' X 5' MIN. DIMENSIONS.
THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED
SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE.
4. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20`1 AT THE RAMP OPENING.
5. DIAGONAL PLACEMENT IS NOT PERMITTED.
SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT
REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS
105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REVISION DATE FHEET a of s
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19
204.04
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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 PAD 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• CG-2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
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PRE -MOLDED JOINT FILLER
NOTE:
1. WHERE SIDEWALK ABUTS PAVEMENT, CONCRETE, CURB, BUILDING, OR OTHER HARD
SURFACE, CONTRACTOR TO PROVIDE PRE -MOLDED JOINT FILLER AND EXPANSION
JOINT AS SHOWN ABOVE.
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HANDICAP PARKING SPACE NOTES:
1. SPACES SHALL BE COMPLIANT WITH ADAAG 502.6 AND VUSBC 1106.8.
2. ALL HANDICAP PARKING PAVEMENT MARKINGS SHALL BE WHITE IN COLOR.
HANDICAP PARKING SIGN NOTES:
3. SIGN SYMBOL SHALL BE INTERNATIONAL HANDICAP SYMBOL.
4. SIGN MATERIAL TO BE 0.065" ALUMINUM SHEET.
5. VAN PLACARD SHALL ONLY BE INSTALLED WHERE DESIGNATED ON PLANS.
OHANDICAP PARKING SPACE DETAILS
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GW — PARKIN; NOT INDICATED IN ORIGINAL SITE PLAN _ _ o 7... VUMPADT \ \\VA\\A �AV\ \ \ ��LU
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V' DECIDUOUS EVERGREEN MIX
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/ \ 'AFTON SCIENTIFIC" G
U C
7 / j i„ / C Approved Site Plan (SDP 200077) Landscape MaterialsCL Trees Total Quantity LL Q
Min. Original Parking _
3TRA 1 \ 15" CHERRY Key Botanical Name Common Name Planted Currently on z C� J
NOT INDICATED IN ORIGINAL SITE PLAN Caliper Quantity Trees Alone Site
LLJ
/ ® \ CURRENTLY EXISTS ON SITE /
YC Prunus x yedoensis Yoshino Cherry 1-1/2" 2 Z
/ .GW AK " `� WO Quercus Phellos Willow Oak 1-1/2" 9 3 3 w Q w
10" DOGWOOD Z
A (24)JAPANESE HOLLY TO BE FC l ORIGINAL PLAN INDICATED ASH TREE I MSA Fraxinus pennsylvanica 'Marshall' Marshall Seedless Ash 1-1/2" 7 1 4 5 ! , Q O
—INSTALLED AT 5' ON CENTER AND AT A G CURRENTLY EXISTS ON SITE P Pinus Resinosa Red Pine 1-1/2" 20 `��//J��
• MINIMUM HEIGHT OF 12" AT TIME OF ® I Z I � // T-162992/6 V) J U U
o �/ n3. 94 C Molus Crabapple 1-1/2" 1 Lu ' ^
PLANTING Wn �\ H Crataegus Hawthorn 1-1/2" 1 Z LU v,
?> \ I DJH IlexCrenotaCompacto Dwarf Japanese Holly n/a 30 O Q
DWARF JAPANESE HOLLY HAVE BEEN REMOVED, z / 7
• JH Ilex Japanese Holly n/a 2 W Z
d l ASPHAL T ARB ENTRANCE CORRIDOR GUIDELINES ARE �E� \ �
L
i PARKING AREA m P =� JY Taxus Cuspidata Japanese Yew n/a 8 m Q
B/ C/f Q
r NOT CURRENTLY BEING APPLIED TO THIS ) u �; GE GR ' / R. 5 / J
wL, 1 " SECTION OF ht/ALL,. i `' '1' Q Q
r P 8" ASH TREE r
(3) WILLOW OAKS v \ nN ORIGINAL PLAN INDICATES WILLOW OAK
z PROPOSED IN OOA jJ- L'ONC'./ r I' �` nH 4PPROXIMATE CURRENTLY EXISTS ON SITE
w ORIGINAL SITE PLAN L
w ATE �EIZR LINE
U 0�(IM Q1 IrIc STEEP SLOPE AREA (MANAGED) y/ .1 ti 8" ASH TREE ASPHALT
w PROPOSED WILLOW OAK gPPR�AT 0 IN / \ I ,PIRKIN9 AREA
G
z SHALL BE INSTALLED R / ' NOT INDICATED ON ORIGINAL SITE PLAN
x ORIGINAL PLAN INDICATES CRAB APPLE F PROPOSED WILLOW OAK z YC Prun us x yedoensis Yoshino Cherry 1-1/2" 1 1
T CURRENTLY EXISTS ON SITE o
\ • W / SHALL BE INSTALLED WO Quercus Phellos Willow Oak 1-1/2" 5 5
PROPOSED WILLOW OAK ORIGINAL PLAN INDICATES MSA \ 10" ASH TREE \ p
I I _ VISA Fraxinus pennsylvanica 'Marshall' Marshall Seedless Ash 1-1/2"
SHALL BE INSTALLED ORIGINAL PLAN INDICATES MSA
ORIGINAL PLAN INDICATES CRAB APPLE CURRENTLY EXISTS ON SITE O P Pinus Resinosa Red Pine 1-1/2"
• n PROPOSED YOSHINO CHERRY C Molus Crabapple 1
IN REVISED LOCATION FROMC H Cratae us Hawthorn 1-1/2"
ORIGINAL SITE PLAN g
Cherry 1-1/2" 2 2
Flowering Dogwood 1-1/2" 1 1
~ • • • • ° - DJ Ilex Crenota Compacto Dwarf Japanese Holly n/a
O F� •
JH Ilex Crenata Japanese Holly 12" 24 24
JY Taxus Cuspidata Japanese Yew 12"
OO O / ;� �^+ O WC Cotoneaster Salicifolius Willowleaf Cotoneaster n/a 163 163
O � - - t I O _ - _ _ O O O O O 0 HB Nandina Domestica Heavenly Bamboo n/a 5 5
O- _ _ O
O O O O TH Op
--- O O O s-�' - O Combined Totals of Original Species Still Remaining, and Additional Species to be Planted �� /'r
T _ O O O O ().0 O O - - Q
\ \ O O O O O / O O O � 0 ( Min. Trees ��
70 05 2020
O O O Screening Parking Planted 0
\ \ 10" ASH TREE �✓ STEEP SLOPES O On, Key Botanical Name Common Name Caliper/Ht Total Quantity
\ \ ORIGINAL PLAN INDICATES WILLOW OAK (163) WILLOWLEAF COTONEASTER SHRUBS = -_ -- - _- S VE 3BOP N\'. Tree/Shrub Trees Along DANIEL C. HYER
' Lic. No. 4559
THIS TREE EXISTS ON SITE � NOT INDICATED IN ORIGINAL SITE PLAN � � � � ` c Streets
END OF CURRENTLY EXIST ON SITE YC Prunus xyedoensis Yoshino Cherry 1-1/2" 1 1
WAYERL INE \
f,1Il VIAI/ C \ WO Quercus Phellos Willow Oak 1-1/2" 8 8
MSA Fraxinus pennsylvanica'Marsha IIf Marshall Seedless Ash 1-1/2" 1 4 5 �toNAL EN
P Pinus Resinosa Red Pine 1-1/2" 0
C Malus Crabapple 1-1/2" 0 APPROVED
H Crataegus Hawthorn 1-1/2" 0
PrunusAvium Cherry 1-1/2" 2 2 SUBMISSION N0.
D CornusFlorida Flowering Dogwood 1-1/2" 1 1 PROJECT 1907z-
DJH Ilex Crenata Compacta Dwarf Japanese Holly n/a 0
JH Ilex Crenata Japanese Holly 12" 24 24 T H E W O R K I
JY Taxus Cuspidata Japanese Yew 12" L I N E + G R A I
_ WC Cotoneaster Salicifolius Willowleaf Cotoneaster n/a 163 163
- - HB Nandina Domestica Heavenly Bamboo n/a 5 5
�� LANDSCAPE PLAN C&O
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1 \ 1 1 I I I I I 1 I
I
AVON 'STREET EXT I
TITLE REFERENCES FOR: �i
TMP 77E2-4 v w w b
AFTON SCIENTIFIC PROPERTIES, LLC
D.B. 3567 P. 515 n
D.B. 1368 P. 440 PLAT (EXCEPTION 015)
D.B. 1067 P. 331 PLAT (EXCEPTION /51
D.B. 996 P. 56 PLAT
D.B. 870 P. 339 PLAT
D.B. 771 P. 381 PLAT
D.B. 438 P. 519 PLAT
D.B. 3535 P. 532 GRADING AND DRAINAGE EASEMENT
D.B. 3535 P. 521 UTILITY EASEMENT
D.B. 1447 P. 432 WATERLINE EASEMENT
D.B. 1441 P. 263 ACCESS AND ROAD MAINTENANCE (EXC TION 06)
D.B. 1441 P. 253 ACCESS AND ROAD MAINTENANCE (EXCE ION 18)
D.B. 1418 P. 162 VEPCO (EXCEPTION t3)
D.B. 1368 P. 437 STORMWATER
D.B. 1368 P. 441 WATERLINE (EXCEPTION 07) (EXCEPTION #141
D.B. 840 P. 202 WATERLINE (EXCEPTION 181
D.B. 569 P. 245 SANITARY SEWER (EXCEPTION 14)
D.B. 573 P. 43 (EXCEPTION 114)
D.B. 438 P. 519 DRAINAGE EASEMENT (EXCEPTION 011)
D.B. 425 P. 283 VEPCO (EXCEPTION i3)
D.B: 299 P. 127 (EXCEPTION 031
D.B. 426 P. 505 VTBT (EXCEPTION /10)
I ALSO CERTIFY THAT THE BOUNDARY SHOWN
HEREON IS BASED ON A CURRENT FIELD SURVEY.
THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT
CHICHAGO TITLE INSURANCE COMPANY
OWNERS POLICY / 72306-76483216
FILE / 44698
THIS TOPOGRAPHIC SURVEY OF TMP 77E2-4 ,
IS LOCATED ON AVON COURT IN ALBEMARLE,
VIRGINIA WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE
CHARGE OF THOMAS B. LINCOLN FROM AN ACTUAL GROUND SURVEY
MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS
OBTAINED ON JULY 26, 2019 , AND THAT THE FIELD VERIFIED PORTION
OF THIS SURVEY, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING
METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS
OTHERWISE NOTED.
NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS
SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED
USING UTILITY COMPANY LOCATIONS, CITY/COUNTY UTILITY MAPS,
AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMEN-
CING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE
FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THEIR
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES.
MISS UTILITY TICKET NUMBERS USED ON THIS PROJECT
B629801824-OOB
THE STREET ADDRESS FOR TMP 77E2-4 IS 2020 AVON CT
TMP 77E2-4 IS ZONED: L-I LIGHT INDUSTRY
A PORTION OF TMP 77E2-4 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 COMMUNITY PANEL NO. 510006 0288 D
A PORTION OF TMP 77E2-4 LIES IN AN AREA DESIGNATED AS ZONE AE
(AREAS DETERMINED TO BE INSIDE THE BASEFLOOD ZONE)
AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY. DATED FEBRUARY 4, 2005 COMMUNITY PANEL NO. 510006 0288 D
I HEREBY CERTIFY THAT THIS TOPOGRAPHIC
SURVEY, TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE, AND BELIEF, IS CORRECT AND
COMPLIES WITH THE MINIMUM PROCEDURES
AND STANDARDS ESTABLISHED BY THE VIRGINIA
STATE BOARD OF ARCHITECTS, PROFESSIONAL
ENGINEERS, LAND SURVEYORS, CERTIFIED
LANDSCAPE ARCHITECTS AND INTERIOR DESIGNERS.
LEGEND:
BIF = BENT IRON FOUND
CO =
CLEAN OUT
PB =
PIPE BOLLARD
CONIC = CONCRETE
POP =
POPLAR
CHR
= CHERRY
PVC =
POLYVINYL CHLORIDE PIPE
CMP
. CORRUGATED METAL PIPE
RCP =
REINFORCED CONCRETE PIPE
CSW
. CONCRETE SIDEWALK
SDMH
= STORM DRAIN MANHOLE
DW
DOGWOOD
SSMH
. SANITARY SEWER MANHOLE
DIP
DUCTILE IRON PIPE
TREE
= TREE [SPECIES UNKNOWNI
EB =
ELECTRIC BOX
TRANS- TRANSFORMER
EC =
EDGE OF CONCRETE
TPED
= TELEPHONE PEDESTAL
FFE .
FINISH FLOOR ELEVATION
TW .
TOP OF WALL
FOC
= FIRE DEPARTMENT CONNECTION
UP .
UTILITY PLE
FH .
FIRE HYDRANT
VCP =
VITRIFIED CLAY PIPE
GV .
GAS VALVE
WM .
WATER METER
GM .
GAS METER
WV =
WATER VALVE
GW .
GUY WIRE
WS =
WATER SPIGOT
HP
HEAT PUMP
YD .
YARD DRAIN
IF = IRON
FOUND
.780.50 = SPOT ELEVATION
INV =
INVERT
4TRE20 = 4" TREE WITH 20' CANOPY (DIAMETER)
II . INVERT IN
MB =
MAILBOX
10 .
INVERT OUT
S = SIGN
JB .
JUNCTION BOX
? . UNKNOWN DIRECTION OR DIMENSION
LP =
LIGHT POLE
WILD
= WILLOW OAK
MNF
= MAG NAIL FOUND
WMH
= WATER MANHOLE
OHE
= OVERHEAD ELECTRIC LINE
CHIT
= OVERHEAD TELEPHONE LINE
GUARDRAIL
OHTV
= OVERHEAD TV CABLE LINE
PE =
POLYETHYLENE PIPE
-X-X-
.FENCE
PF .
PIPE FOUND
zGASLINE
= SANITARY SEWER LINE
-
i = STORM DRAINAGE LINE
= TELEPHONE LINE (UNDERGROUND)
-N-
= WATERLINE
•
E - ELECTRIC LINE
SCALE IN FEET
0 10 20 30 40 80
TOPOGRAPHIC SURVEY OF
NAME
NORTH
EAST
ELEVATION
dF,A1.TH O,lp
°j
TAX MAP 7 7 E 2 PARCEL 4
T-16297325
T-16297326
3893380.97000
3893235.
11486760.23300
11486678.
406.84
417.
L I N C L N
° ��
T-l6297326
57600
3893235.57600
72200
11486678.72200
23
417.23
SURVEYING
,� r
?•
A F T O N SCIENTIFIC PROPERTIES L L C
T-16298000
3893064.79700
11486841.67100
416.42
O
LOCATED ON AVON COURT
T-16298001
3893279.83400
11486671.37500
416.26
T-16299216
3B93272.50500
11486864.83300
403.94
THOMAS B. LINCOLN
ALBEMARLE COUNTY VIRGINIA
T-l6300349
3893411.36800
11487075.21600
354.59
Innovation. Inte it . Vision.
9
LIC. NO. 1328
DATE: OCTOBER 24, 2016 SCALE: 1' : 20'
T-16298504 3893162.42700 11486825.32600 407.97
632 BERKMAR CIRCLE
T-16299535 3893487.4B700 11486768.75400 352.11
T-l6308000 3893468.97400 11486951.95600 350.25
REVISED: DECEMBER 5, 2016 CONTOUR INTERVAL: 1'
CHARLOTTESVILLE, VIRGINIA 22901
OFFICE.434- 74-14 7
L9ND
REVISED: AUGUST 5, 2019 NAVD '88 VERTICALSHEET
.
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APPROVAL BLOCK ENG/NE-R ` MANUF9GTUR/NO, ASyEMBLY
YOMINO CHERRY 2 (Z) /i`r•' Y.C: ANp D/5rr 115UT/0N OF ECEGTR/C.<}L, FLEC7RON/G, S E G A -A - - mftar .
JNILI✓W 09K D ) /%r" N.0• ANp 50L9R EQUIPMENT /NCLUOING Re EARCN N T5 L / /�T
ALBEMARLE COUNTY SERVICE AUTHORITY DATE MAKSHPl1 SEEDCE55 ASH 7 /%r" M-5.A• ,- 5[c: 'S,/C w na; i'S rR/Cr
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• 1 DATE A/IG�oo LRABAP/cE / ) !%t' c:. 9�5/NeQ55 RNp PRaF<5;/dNHL OfFICES. I Z.— A/-t5E/4A.eLE
DEPARTMENT OF ENGINEERING 2 xG
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DATE o0 GLOECKNER, LIKCOLN A OSBORNE." IIi C.
`• n,a°'«L »r°„.°'•° •°° •°.a.Y.. PLANNING AND COMMUNITY DEVELOPMENT JS//s/ OP/ARF JAPANE5E YaLLY 30 (36) N.4 bJH P'ev1.510m S ^d, zyw, i°r7j �t7s-r f''lx�s u, ci it.\: ]yx-
aei'VYe 4N•..av at Tr• BG tlY ~rvAwe sexvrce • DATE r - U.G,RYEef AVa vF •pea ♦ bi ,•' W "'"S ,i. " ' Y
DEPARTMENT OF ZONING !' JAFANP5C- HOLLY 2 (2) N 1 1.N. -JAN IG,, 1984- APR.N /9Df K/.L-rrEY/S1aN DEC. 9, 1993 1PARKWG COMP'S,PANEL,GR) v,ot•sr F s sec �
't YO NP;tN LIUt'PI'INU IS PftOPOSED FOR THIS PLAN. T / t ,-tl'' JAPANESE YEW t3 6 J. Y.
Brow ra:✓ �SR../� DATE._ C ) FEtS. 7, 19fi4 Iu,AY3,/9Ba &-47 !lJv1. ��I,+r .0� ,�o00(cN�rllcwt.
i(LtiL'i!"L'EtV1UUS SURFACE IS BEING ADDED. FIRE OFFICER' /
JAN Z. 1 q 97 Pk S R6Y,5u+•5
i,•SUB5777UrE THORNY @CEAG NUS d.[ FE13-0, 1984 MAR.j /9B7 .<'F ELE✓. NOTE FILE SEAL£ R-:`: Sr> SF.£_'.
BUILDING OFFICIAL _� DATE-N91-AMEI5E HOLLY, A5 RFQUIRED MAR. 9 • 1 ;� -- --F =—
MAY/1, 1987 Guardrail
(0) INVICAT65 QL/ANTITY TO SE IN5TALLEO MAR.20,19�'• IrvlAtt 44, /ggq pfikc naa.n-
MAP 27, I�J84•
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NOTE: PLAN SHOWN AT REDUCED SCALE
APPROVED
SUBMISSION W 4
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TERRACE
TABLE OF CONTENTS
A00 Mff SHEET
001 OEMOUT70N PLAN
A01 PLAN WZY
A02 EXTER/OR ELEYAIION
A0J SECTION
GENERAL NOTES
1. COMPL Y NTH ALL APPLICABLE CODES AND ORDINANCES.
2. VERIFY GRADES AND ELEVATIONS SHOW ON OR,4XNGS.
3. ANY DISCREPANCIES IN ELEVATIONS OR DIMENSIONS SHALL BE REPORTED TO
DESIGNER.
4 DO NOT SCALE DRAWINGS.
5. VERIFY AND PROl7DE ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PRO W,0 0 IN
THE CONTRACT.
6. REPETlly FEATURES MAY BE DRAWN ONL Y ONCE AND SHALL BE COMPLETEL Y
PRO 0 0 AS IF DRAWN IN FULL.
7. DIMENSIONS ARE TO FACE OF SHEET ROCK ON EXISTING W411S FACE OF
MASONRY, FACE OF SHEATH/NG FACE OF STUD, CENTER OF OPENING, CENTER
OF BEAM, CENTER OF COLUMN AND CENTER OF FM7URE
8. INTERIOR PARTITIONS ARE 31/2° UNLESS OTHERWWSE DIMENSIONED. EXTERIOR
WALLS ARE 2xM's.
;s; 1 iRIM
A.F.F.
ABOVE FINISH ROOR
GAL V.
GAL VAN/ZED
ALUM.
ALUMINUM
GYP. BD.
GYPSUM BOARD
BD.
BOARD
HD
HEAD
By
BEAM
INSUL
INSULATION
&DO
BUILDING
lNT
INTERIOR
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CASED OPENING
JST.
JOIST
CAB.
CABINETRY
K. S.
KNEE SPACE
CER.
CERAMIC
l T
LIGHT
CLG.
CEILING
MA5
MASONRY
CLR.
CLEAR
MNT.
MOUNT
COL.
COLUMN
N.LC.
NOT IN CONTRACT
CONFG.
CONFIGURATION
P T
PRESSURE MEATED
CRS.
COURSE
PL YW ..
PLYWOOD
D
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PVT
PAINT
DET.
DETERMINED
R.
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DIMS.
DIMENSIONS
RI
ROUGH -IN
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REF.
REFRIGERATOR
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RETURN
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ELEVATION
SID'G
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co
EQUAL
T.
TREAD
EXNT.
EXTENT
T & G
TONGUE AND GROOVE
EXT.
EXTERIOR
TYP.
TYPICAL
F.F.
FINISH FLOOR
U.O.N
UNLESS OTHERWISE NOTED
F.P.
FIREPLACE
UAL,
UTILITY
FL.
FLOOR
V.I.F.
VERIFY IN FIELD
FIN.
FINISH
W
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FIXTURE
W/
WITH
FOUND.
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