HomeMy WebLinkAboutSDP202000005 Plan - Revision 2020-08-10874 RIO ROAD
MINOR SITE PLAN AMENDMENT
SDP202000005
ALBEMARLE COUNTY, VIRGINIA
PROJECT SUMMARY
NAME OF PROJECT: LOCKWOOD BROADCASTING OFFICES + PRODUCTION STUDIO
PROJECT LOCATION: 874 RIO EAST COURT
ALBEMARLE COUNTY, VIRGINIA
DEVELOPMENT TYPE: REDEVELOPMENT/BY-RIGHT
PREVIOUSLY APPROVED SITE PLANS:
SDP1996-100
SDP1997-39
SDP1997-091
APPLICANT
CONTACT:
DAVE HANNAH
JK INVESTMENTS, LLC
ADDRESS:
220 SALTERS CREEK ROAD
HAMPTON VA 23661
PHONE:
-
EMAIL:
DHANNA@LOCKWOODBROADCAST.COM
ENGINEER OF RECORD:
CONTACT:
LINE AND GRADE CIVIL ENGINEERING
DANIEL C. HYER, PE
ADDRESS:
113 4TH STREET NE; STE 100
CHARLOTTESVILLE,VA 22902
PHONE:
434-262-0169
EMAIL:
DHYER@LINE-GRADE.COM
SOURCE OF TOPOGRAPHY:
SOURCE: ACTUAL GROUND SURVEY (SEE SHEETXI.0 FOR SIGNED SURVEY)
CONTACT: DRAPER ADEN AND ASSOCIATES
CHERYL STOCKTON
ADDRESS: 110 AVON STREET
CHARLOTTESVILLE, VA 22902
PHONE: 434-295-0700
EMAIL: CSTOCKTON@DAA.COM
PARCELS
TMP 61-124C
ZMA ZMA-1996-00004
PARCEL ID: 06100-00-00-12400
ZONED: PLANNED DEVELOPMENT MIXED COMMERCIAL (PD-MC)
OVERLAYS AIRPORT IMPACT; ENTRANCE CORRIDOR; STEEP SLOPES MANAGED
LEGAL AREA: 1.21 ACRES
52,708 SF
TOTAL LEGAL AREA: 1.21 ACRES
MAGISTERIAL DISTRICT: RIO
PROPOSED SITE PLAN REQUIREMENTS
ALLOWED OR REQ'D
BUILDING HEIGHT:
PER 25A.6->21.4 MAX HEIGHT ALLOWED =
65 FT
EXISTING BUILDING HEIGHT=
14 FT
PROPOSED BUILDING HEIGHT= (no proposed bulding height)
14 FT
SETBACKS:
Per 4.20 PRIMARY STREET (RIO EAST COURT) M IN FRONT YARD =
10 FT
PRIMARY STREET (RIO EAST COURT) MAX FRONT YARD =
NONE REQUIRED
SECONDARY STREET (RIO ROAD EAST, ROUTE 631) MIN FRONT YARD =
10 FT
SECONDARY STREET (RIO ROAD EAST, ROUTE 631) MAX FRONTYARD =
NONE REQUIRED
SIDE AND REAR (ADJACENT TO COMMERCIAL) =
NONE REQUIRED
SCREENING:
ADJACENTTO COMMERCIAL
NONE REQUIRED
Per32.7.9.7 SEE LANDSCAPE SHEETS FOR SPECIFIC SITE ELEMENTS TO BE SCREENED FROM PUBLIC STREETS
BUILDING FOOTPRINTS:
EXISTING BUILDINGS
EXISTING BUILDING
10,548 SF
EXISTING BUILDINGS TOTAL=
10,548 SF
LAND USE:
PARKING
PROPOSED BUILDINGS
PROPOSED BUILDING
OFFICE, GENERAL (G.F.A)
OFFICE, GENERAL N.F.A=0.8'G.F.A
OFFICE, GENERAL: 1 SPACE PER 200 SF OF NFA
0 SF
PROPOSED BUILDINGSTOTAL= 0SF
10,548 SF
8,438
TOTAL REQUIRED PARKING = 42 SPACES
Per ADA Std. 208 HANDICAP SPACES= 2 SPACES
PARKING PROVIDED:
TOTAL PROVIDED PARKING = 58 SPACES
HANDICAP SPACES= 3SPACES
LOADING SPACES= 2 SPACES
TREE CANOPY COVER:
SEE LANDSCAPE PLAN
MAXIMUM NUMBER OF EMPLOYEES=40
SCOPE OF WORK:
THE WORK GENERALLY CONSISTS OF MINOR SITE WORK ASSOCIATED WITH ANEW OCCUPANT AT THIS
LOCATION. SITE WORK INCLUDES:
• PROVIDING EIGHT (8) SATELLITE DISHES
• LANDSCAPE MATERIALS FOR SCREENING
• NEW CURB LINES AND REVISIONS TO PARKING AREA
• SECURITY FENCE AROUND SATELLITE DISHES
• COMPLIANT LANDSCAPE PLAN
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SCALE: 1" = 20,000' SCALE: 1" = 500' �J
STANDARD
ABBREVIATIONS
ABAN
ABANDON
AC
ACRES
ADJ
ADJUST
APPROX
APPROXIMATE
ASPH
ASPHALT
Q
BASELINE
BLDG
BUILDING
BM
BENCHMARK
FL
CENTERLINE
CF
CUBIC FEET
CG
CURB AND GUTTER
CONC
CONCRETE
CONST
CONSTRUCTION
DI
DROP INLET
DND
DO NOT DISTURB
EB
EASTBOUND
EL
ELEVATION
EX
EXISTING
FIND
FOUNDATION
GRVL
GRAVEL
HC
HANDICAP
ID
INSIDE DIAMETER
LA
LANDSCAPED AREA
LF
LINEAR FEET
LOD
LIMITS OF DISTURBANCE
LT
LEFT
MAX
MAXIMUM
MIN
MINIMUM
ME
MATCH EXISTING
NIC
N.T.S.
NB
OC
OD
PRKG
PROJ
PROP
PVMT
PM
REM
ROW
RT
R&D
R&R
R&S
SB
SF
SSD
STA
SW
TEMP
TRANS
TYP
WB
WSEL
ALIGNMENT/GRADING
ABBREVIATIONS
BC
BACK OF CURB
PCC
BR
BOTTOM OF RAMP
PI
BVCS
BEGIN VERTICAL CURVE STATION
PINT
BVCE
BEGIN VERTICAL CURVE ELEVATION
PR
BW
BOTTOM OF WALL
PRC
D OR A
DELTAANGLE
PT
EG
EXISTING GRADE
PVC
EP
EDGE OF PAVEMENT
PVI
EVCS
END VERTICAL CURVE STATION
PVT
EVCE
END VERTICAL CURVE ELEVATION
R
FG
FINISHED GRADE
TAN
FL
FLOWLINE
TC
HP
HIGH POINT
THT
INV
INVERT
TR
L
LENGTH
TW
LP
LOW POINT
STA
LVC
LENGTH OF VERTICAL CURVATURE
SP
PC
POINT OF CURVATURE
OFF
SHEET LIST TABLE
NOT IN CONTRACT
NOT TO SCALE
NORTHBOUND
ON CENTER
OUTSIDE DIAMETER
PARKING
PROJECT
PROPOSED
PAVEMENT
PAVEMENT MARKING
REMOVE
RIGHT-OF-WAY
RIGHT
REMOVE AND DISPOSE
REMOVE AND RESET
REMOVE AND STACK
SOUTHBOUND
SQUARE FEET
STOPPING SIGHT DISTANCE
STATION
SIDEWALK
TEMPORARY
TRANSITION
TYPICAL
WESTBOUND
WATER SURFACE ELEVATION
POINT OF COMPOUND CURVATURE
POINT OF INTERSECTION
POINT
PROPOSED ELEVATION
POINT OF REVERSE CURVATURE
POINT OF TANGENCY
POINT OF VERTICAL CURVATURE
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENCY
RADIUS
TANGENT DISTANCE
TOP OF CURB
THROAT
TOP OF RAMP
TOP OF WALL
STATION
SADDLE POINT
OFFSET
SHEET NUMBER
SHEET TITLE
CO.0
TITLE SHEET
CO.1
GENERAL NOTES
CO.2
ZMA APPROVAL
C1.0
EXISTING CONDITIONS AND ESC AND DEMOLITION PLAN
C1.1
DEMOLITION AND EROSION & SEDIMENT CONTROL DETAILS
C2.0
SITE PLAN AMENDMENT
C2.1
SITE DETAILS
C2.2
SPECIFIC SITE DETAILS
C3.0
LANDSCAPE PLAN
C3.1
PLANTING DETAILS
C4.0
MATERIALS PLAN
XO.0
TOPOGRAPHIC SURVEY 874 RIO E. CT.
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SUBMITTAL
LOG
SUBMISSION
DESCRIPTION
RECIPIENT
SUBMITTAL DATE
1
100%
ALBEMARLE COUNTY
01/15/2020
COMMUNITY DEVELOPMENT
2
100%
ALBEMARLE COUNTY
3/24/2020
COMMUNITY DEVELOPMENT
2
100%
ALBEMARLE COUNTY
6/12/2020
LTH Op
COMMUNITY DEVELOPMENT(-Co)D
P
3
100%
ALBEMARLE COUNTY
08/05/2020
08�00020 2
COMMUNITY DEVELOPMENT
a
NIELC. H Y E R
Lic. No. 45596,
SIGNATURE PANEL:
APPROVAL DATE
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
70NAL
APPROVED DCH
SUBMISSIONI NI' 4
PROJECI 1910500
T HE W OR K u
L IN E + G R AD E
Como
GENERAL CONSTRUCTION NOTES: UTILITIES: 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. O. EN ...
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.
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
CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS.
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. SATELLITE DISHES CAN ONLY RECEIVE TRANSMISSION SIGNALS. BROADCASTING IS NOT PERMITTED.
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.
UTILITY INFORMATION:
COMM.: COMCAST
CENTURYLINK
DOMINION VIRGINIA POWER
LUMOS NETWORKS INC
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WATER:
RIVANNA WATER AND SEWER AUTHORITY
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STORM SEWER:
ALBEMARLE COUNTY SERVICE AUTHORITY
SANITARY SEWER:
RIVANNA WATER AND SEWER AUTHORITY
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WETLAND IMPACTS:
NONE
THIS SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.
SURFACE COVERAGE INFORMATION:
PARCEL AREA: 1.21 AC (52867.2 SF)
DISTURBANCE AREA: 0.18 AC (8,032 SF)
EXISTING IMPERVIOUS AREA: 0.920 AC (40,060SF)
PROPOSED IMPERVIOUS AREA: 0.822 AC (35,815 SF)
PERCENT INCREASE IN IMPERVIOUS AREA:-10.5966%
EXISTING PERVIOUS AREA: 0.293 AC (12,797 SF)
PROPOSED PERVIOUS AREA: 0.391 AC (17,042 SF)
12 DIGIT HUC CODE: 0208-0204-0401
ADJACENT PROPERTY INFORMATION:
1. OWNER: SOVRAN BANK NA
ZONING: HIGHWAY COMMERCIAL
TAX MAP: 61; LOT 124E2
PARCEL:06100-00-00124E2
PRESENT USE: OFFICE (FINANCIAL)
2. OWNER: MAKIKA PROPERTIES LLC
ZONING: HIGHWAY COMMERCIAL
TAX MAP: 61; LOT 124E1
PARCEL: 06100-00-00-124E1
PRESENT USE: MINIATURE GOLF COURSE
3. OWNER: LINUS REALTY LLC
ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL
TAX MAP: 61; LOT 124B1
PARCEL: 06100-00-00124B1
PRESENT USE: OFFICE (LAW)
h BENCHMARK "A"
CHISELED SQUARE \
\ ELEV.: 521.84
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80.445
1 00 S150 52' 58.69"W
15' VEP 0 EASEMENT
DB 15 PG 662 I
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2 BENCHMARK
1" = 10': 0 10 20
GENERAL SURVEY NOTES:
TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY (SEE ATTACHED SURVEY)
BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED)
VERTICAL: NAVD-88 (GPS DERIVED)
BENCHMARKS: (SEE IMAGES ABOVE)
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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08100020 2�
DANIEL C. HYER 9
Lic. No. 45596•
IOKAL
APPROVED DCH
SUBMISSION1 NIV 4
PROJECI 1910500
T HE W OR K u
L IN E + G R AD E
nr Al�
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. vramMn
COUNTY OF ALBEMARLE
Dept. of Planning & Community Development
401 McIntire Road
Charlottesville, Virginia 22902.4596
(804) 2%5823
July 25,1996
'MA SIG -04
Donald J. Wagner
P. O. Box 5526
Charlottesville, VA 22905
RE: ZMA-96-04 Encore Investments Limited Partnership
Tax Map 61, Parcels 124A, 124B and 124C
Dear Mr. Wagner:
The Albemarle Comfy Board of Supervisors, at its meeting on July 17, 1996, approved the
above -noted request to rezone approximately 11 acres from CO and R-10 to PD-MC. Please
note that this approval is subject to the attached proffers.
If you should have any questions or comments regarding the above noted action, please do not
hesitate to contact me.
Sincerely,
V. Wayne Cil=mb
Director of Planni mmunity Development
V WC/jef
cc: Ella Carey Jo Higgins Amelia McCulley
4 I
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Original Proffer
Amended Proffer
(Amendment #_)
Dale: G g L96 ZMA # 9C i, 4f Tax Map Parcel(s) #
7 6'y Acres to be rezoned from -1 t2 to �
9, S 1 K -t% ✓L CG -6-10Jq/ '/V C
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or
its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall
be applied to the property, if rezoned. These conditions are proffered as a part of the
requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for
the conditions; and (2) such conditions have a reasonable relation to the rezoning
requested.
(1)
�� C'Nco2c!.vyE�dtJ �T.-D �i�x-T,��=7ucecp
Signatures of All O (wners (,7. Printed Names of All Owners Date
j7?- Clr�r� calYe c A�tr Y G/Z'FA-i nt ✓ �a.� ��
C m,%P , Ci Nt�l F L %fJ C rL
OR'
. ' Signature of Attorney -in -Fact Printed Name of Attomey4n-Fact
(Attach Proper Power of Attorney)
PROFFORM WPO
Rev. Dxemen ts9i
- -- 22.0
COMMERCIAL - C-1 ---
---
23.0
C010ffiCIAL OFYICg - CO
22.1
INTENT, WHERE PERMITTED
23.1
INTENT, WHERE PERMITTED
C-1 districts are hereby created and may hereafter be established by
hereby created and may hereafter be established by
amendment to the zoning map to permit selected retail sales, service
GO districts are
the zoning step to permit development of administrative,
and public use establishments which are primarily oriented to central
amendment to
offices and supporting accessory uses and
business concentrations. It is intended that C-1 districts be estab-
business and professional
This district is intended as a transition between resi-
lished only within the urban area, communities and villages in the
facilities.
mora intensive commercial and industrial
comprehensive plan. (Amended 9-9-92)
dential districts and other
districts.
22.2
PERMITTED USES
23.2
PERMIITID USES
22.2.1
BY RIGHT
23.2.1
BY AIGNT
The following uses shall be permitted in any C-1 district subject to
be in any CO district, subject to
-
the requirements and limitations of these regulations. The zoning
The following uses shall permitted
these regulationsi
administrator, after consultation with the director of planning and
-
the requirements and limitations of
other appropriate officials, may permit as a use by right, a use not
business offices.
specifically permitted; provided that such use shall be similar to
1. Administrative and
uses permitted by right in general character and more specifically,
.
including medical, dental and optical.
similar in terms of locational requirements, operational character-
2. Professional offices,
istics, visual impact and traffic generation. Appeals from the zoning
administrator's decision shall be as generally provided it( section
3. Financial institutions.
34.0.
4. Churches, cemeteries.
' a. The following retail sales and service establishments:
-
S. Libraries, museums.
1. Antique, gift, jewelry, notion and craft shops.
incidental is the principal uses
6. Accessory uses and structures
Such uses in combination shall not occupy more
2. Clothing, apparel and shoe shops.
provided herein.
the floor area of buildings on the
that twenty (20) percent of
shall be permitted:
3. Department store.
site. The following accessory uses
4. Drug store, pharmacy.
-Eating establishments;
5. Florist.
-Newsstands;
including such specialty shops as
-Establishments for the sale of office supplies and service of
6. Food and grocery stores
bakery, candy, milk dispensary and wine and cheese shops.
office equipment;
7. Furniture and home appliances (sales and service).
-Data processing services;
-Central reproduction and ma t:ing services and the like;
8. Hardware store.
9. Musical instruments.
-Ethical pharmacies, manaratortcs and estabishments for the
of optical or prosthetic appli-
production, iitting anA,nr saie
dental or optical offices;
10. Newsstands, magazines, pipe and tobacco shops.
antes on sites containing medical,
'
it. Optical goods.
-(Repealed 3-17.82)
ted ith the u ch •
-Sale/service u: goods associaw-
12. Photographic goods.
limited to: m.scial instruments, mus. ale scores, text
-145- (Supp. 068, 9-9-92)
but not
books, artist's supplies and dancing shoes and apparel. (Added
12-3-B6)
1'.- Itiunn. 1168. 9-9-92)
. Original Proffer_
Amended Proffer
(Amendment #_)
PROFFER FORM
Date: 7/10/96 ZMA # 96-04 Tax Map Parcels) # 61-124A, 124B, 124C
7,84 Acres to be rezoned from R-10 to PD-MC
3.24 n n n n n Co. n PD-MC
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or
its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall
be applied to the properly, If rezoned. These conditions are proffered as a part of the
requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for
the conditions; and (2) such conditions have a reasonable relation to the rezoning
requested. - - - -
(1) SEE REVERSE
Encore Investors Ltd. Partnership
Slpnstures of All Owners Printed Names of All Owners Dale
By: Great Eastern Management Coal
General Partner
' By: Donald T signer, esident -
Signature of Attorney -in -Fact Printed Name of Allorney4n-Pact
(Attach Proper Power of Attorney)
PROFFonM WPO
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HIGHWAY coleMCIAL - MC
24.1 INTENT, WHERE PERMITTED
HC districts are hereby created and may heroalter be
to permit
established by amendment to the zoning mapto
than
development of commercial establishments,
shopping centers, primarily oriented to highway locations
rather than to central business concentrations. It is
intended that MC districts be established on major highways
within the urban area and communities in the comprehensive
plan. It is further intended that this district eshall be
for the purpose of irg strip com
withnadequate frontage and
development by providing sites
depth to permit controlled access to public streets.
24.2 PERMITTED USES
24.2.1 BY RIGHT
The following uses shall,be permitted in any HC district
subject to the requirements and limitations of these
regulations. The zoning administrator, after consultation
with the director of planning and other ape opriate
officials, may permit, as a use by right,
use not
specifically permitted; provided that such use shall be
similar to uses permitted by right in general character, and
similar in terms of locational
more specificalleracional characteristics, visual impact and
requirements, P zoning administrator's
traffic generation. APp eels from the e in section 34.0.
decision shall be as generally provided
1. Automobile laundries.
2. Automobile, truck repair shops.
3. Automobile service stations (reference 5.1.20).
4. Building materials sales.
5. Churches, cetrctertes.
6. Clubs, 'odges. civic, fraternal, patriotic (reference
l
7. Convenience stores.
e. Educational, technical and trade schools.
' 9. Factory outlet sales - clothing and fabric.
10. Feed and seed stores (reference 5.1.22).
-150-
_.closure
N 73 0S 5" W zsz.o3,
y75 p0,
(sr
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Pair of RPS=C= AREA N
Parcel 124C
Tax Pan 61 o
7.80 acres z'
Zoned R10
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N 73' 55, 53- W
282.08;
Pai-_ Of
Pa -=el 124C
Tax Had 61
0.94 Aces Parcel 124E
Zoned d Tax Ham 61
1.21 Aces
Zoned Co
Pa =el. 124A
Tax Stan 61
1.09 Aces
Zoned
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Etc'los=e 1
t_.
Pr0£: e--s
Last ^.-.rye=cleat Area
C 10C 2C0
11. Financial institutions.
12. Fire extinguisher and security products,sales and
--- -----service :- _-- -
13. Fire and rescue squad stations (reference 5.1.9).
14. Funeral homes.
15, Furniture stores.
16. Food and grocery stores including such specialty shops
as bakery, candy, milk dispensary and wine and cheese
shops.
17. Home and business services such as grounds care,
cleaning, exterminators, landscaping and other repair
and maintenance services.
JR. Hardware.
19. (Repealed 6-3-81)
20. Hotels, motels and .inns.
21. Light warehousing.
22. Machinery and equipment sales, service and rental.
23. Mobile home and trailer sales and service.
24. Modular building sales.
25. Motor vehicle sales, service and rental.
26. New automotive parts sales.
27. Newspaper publishing.
28. Administrative, business and professional offices.
29. office and business machines sales and service.
30. Eating establishment; fast food restaurants.
31. Retail nurseries and greenhouses.
32. Sale of mayor recreational equipment and vehicles.
33. Wayside stands - vegetables and agricultural produce
(reference 5.1.19).
34. Wholesale distribution.
-151- (Supp. 113, 6-3-81)
1. Only the following uses shall be permitted as a matter of right:
a. All uses permitted under Section 23.2.1 of the Albemarle County
Zoning Ordinance as it exists on June I0, 1996, a copy of which is
attached.
b. Office and business machine sales and services, as permitted under
Section 24.2.1.29 of the Albemarle County Zoning Ordinance as it
exists on June 10, 1996, a copy of which is attached.
C. Barber and beauty shops, as permitted under Section 22.2.1.b.2, and
health spas, as permitted under Section 22.2.1.b.8, of the Albemarle
County Zoning Ordinance as it exists on June 10, 1996, a copy of which
is attached hereto.
2. Except as expressly permitted as a matter of right pursuant to Proffer 1, all
uses otherwise permitted as a matter of right in Sections 22.2.1 and 24.2.1, as
well as those uses permitted only by special use permit in Sections 22.2.2,
23.2.2 and 24.2.2, of the Albemarle County Zoning Ordinance as it exists on
June 10, 1996, copies of which are attached hereto, shall be permitted only by
special use permit
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08�05�2020 Z
DANIEL C. HYER 9
Lic. No. 45596,
ZIONAL SN
APPROVED DCH
SUBMISSION NO. 4
PROJECT 1910500
T H E W 0 R K O F
L I N E + G R A D E
CO.I.2
T. M. 6/ PARCEL /24E2
l SOVRAN BANK N A I
I ZONING: HC �
USE. COMMERCIAL BANK
6 "CHERRY S 2/°36'S3" W 270.27'
_°
/ (3) SF,4 BAYONET /
REMOVE EXISTING ASP
PAVING AND REPLACE
PROPOSED GROUND C
/ (4) CHERRY LAUREL
T M. 61 PARCEL /24 C
6"DOGWOOD / / JK INVESTMENTS L L C
/ ZONING: PDMC
USE- OFFICES; NEWS STA TION
7 DOGWOOD / DS 4561 PG J44
DB /57/ PG 562-566
/ DS I554 PG I75-177
J I (8) CHERRY LAUREL rill iNiiiiii,
APPROXIMATE LOCATION OF RWSA / / I`� /
18" CI WATERLINE AND EASEMENT. O jjj l e
REFER TO DB 2744 PG 413
°
6"DOGWOOD BENCHMgR • e
`+ EX.
/9.4,5
I� _ STC DEMOLISH EX. CUR
l 23, WILLOW OAK/ AND SIDEWAL
�(7) CHERRY LAUREL (6) ✓APANESE BARBERRY (4) CHERRY LAUREL SAF 93�
/ L=97/.64, R=3/3.62 i / CONSTRUCTION ACCESS
/ Al x / \ / o _ _ _ CONSTRUCTION SAFETY FENCE IS TEMPORARY
24"WILLOW OAK AND SHALL BE REMOVED UPON SUBSTANTIAL -
S /7°23%7" W /5.33' o / COMPLETION OF THE WORK AND PRIOR TO THE
S 50°28 5/" E 3 N, CERTIFICATE OF OCCUPANCY BEING GRANTED.
\ l4 " REDBUD (5) HYDRANGEA p
—J 8„ SH4GG�K
DOGWO �D H/C/fORY GE-
ST —
24 "WILLOW OAl(
N20035'30"E 214.67. 5^R�_
/ (2) WAYF�RE
� (6) ✓APANESE MEADOWSWEET
(4) HYDRANGEA \ CURB BOX
TOP.-5/9.5/ N STREET EASEMENT
�I 00 REE Pc 56e (y
\ /NV. I/iii 9 V ,
R/0 EAS7 OURT (S41562�1 '"" °"T5'3 8 i
/ 50' W ROAD EASEMENT j _
/57I PG 562
7�
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\ T. M. 6/ PARCEL /24El
MAKIKA PROPERTR/ES, LLC \ \ 1
ZONING • HC
USE: MINIA TURF GOLF \
30"" OAK COURSE
O \
8" TREE S /2°5/ 48" W 23.00' � I -
/ 36"04A g: CHAINLINK y LIMITS
2"PINE FENCE SURVE i = J
CONC - V (J) COMMON ROLL Y
W4L �T�NS', .06a"LOD \ 61 REMOVE AND RELOCATE
HALT BW.52. ' EX. DUMPSTER AREA
WITH _ _ _ L����,1 I I Ti
OVER SEE PROPOSED PLAN
PERMANENT SEEDING ON
ALL DISTURBED AREAS
PROTECT EXISTING N 68023'07" W 177.75'
BUILDING K I f n
SAF 33B F T M. 6/ PARCEL /24B/
O
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EXISTING LIGHT p F k LINOS REAL TY LLC
X J TO BE REMOVED k
%; y y / REMOVE EX. TREES ZONING: PDMC
a — — — —LOD----� ill J USE: LAW OFFICES
ONCRETE AT �
BEWARE UGE FIELD LOCATION C T^ ,;:.t7Q ?f 5/7
WHEN WORKING IN VICINITYLOD ON
ELEv. y E�
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6' SIDEWAL d
SAWCUT 143 LF _ � I! � � .� 7
2' PPEMENT PATCH
B d SEE DETAIL 3/C1.1�
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LF N ` _ _ SAWCUT 138 LF % I
_ 2' PAVEMENT PATCH v' l .08 �URB BOX
SEE DETAIL 3/C1.1 r / TOP.�S/7.53
DUMPS ER INV.IN•5/0. 96 SS
LOD, / - PAD I INV./N.S/4.00 5�Y
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G2 DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN
1" = 20': 0 20 40
DEMO AND ESC LEGEND
(S�
SAFETY FENCE
TiI
TREE PROTECTION
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LIMITS OF DISTURBANCE
CURB INLET PROTECTION
SAWCUT
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DANIEL C. HYER a
LIC. N0. 45596,
CLONAL B�
APPROVED DCH
SUBMISSION1 Ni' 4
PROJECi 1910500
T H E W 0 R K u
L I N E + G R A D E
-018-LINE+GRADE, LLC
TABLE 3.31-B W t7
6'-0" MAX. SPACING (REVISED JUNE 2003) Z
OF 2x4 SPACERS TEMPORARY SEEDING SPECIFICATIONS TEMF _
SAFETY FENCE QUICK REFERENCE FOR ALL REGIONS N Q
APPLICATION
tL
ISOMETRIC Sept 1- Feb.15 y=
Feb. 16-Apr. 30
VDTE // ANCHOR Mayl -Aug 31 15
,...... po AGGREGATE (TYP
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MEN no ��\ Apply ulverized Agi fy
•. NOTE: J
O J 1. A soil test is necessary to tleterr
2.
3. When aPPN g Slowly Amiable
1 2003 Nutrient Management for D,
ManagemenVPublications.aspx
FILTER FABRIC'
TABLE 3.32-C
(REVISED JUNE 2003)
PERMANENT SEEDING SPECIFICATIONS FOR APPALACHIAN AREA PERMANENT SEI
:._::.��..:•.: ,'..,..,., .. ,. WIRE MESH
2x4 WEIR 1
LAND USE LU
2x4 SPACER Minimum Cam awn Perle
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PERSPECTIVE VIEW ALTERNATE WEIGHT 2" ASPHALTIC CONCRETE,—
HighMaintenanceLawn Tall
VDOT SM-9.5, SURFACE COURSE
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OF 2x4 STD. CG-2 CURB sea
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e
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.. LowMaintenance Sloce Sea
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2" X 4" WEIR 1-When varlet list. Qeties ofturf
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turtgrams vavarieatm local Count
O I list is available at me local County
l VDOT AGGR NO 1 Useseasonalnursecop ao
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F � w a.x COURSE, VDOT 21A
FIHMC - ,iii v
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PERSPECTIVE VIEW PERSPECTIVE VIEW // // Apply 10-20-
PLASTIC FENCE METAL FENCE \\\%\\ j\ COMPACTED 0
SECTION \\\\\ SUBGRADE EX. AGGREGATE Apply Pulverized Agi
BASE NOTE:
- Awit test is necessary to tleterm
ry
-Incorporate the lime and fertilize
-When applying Slowly Available fi
Source: Adapted from Conwed Plastics and Plate 3.01-1 2003NWien[Management for On
DOT Road and Bridge Standards
ManagemenVPublicationsaspx O
1 3.01-1 SAFETY FENCE 2 CURB INLET PROTECTION 3 MINIMUM PAVEMENT PATCH 4 SEEDING SCHEDULES w
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LIC. NO. 45596
10
�1ONAL BNd`
APPROVED DCH
SUBMISSION NO. 4
PROJECT 1910500
T H E W 0 R K O F
L I N E + G R A D E
C 1 0 1
APPLICATION
SPECIES
APPLICATION RATES
50/50 Mix of Annual Ryegrass
Sept 1-Feb. 15
(Lolium mufti
54100 (Ibs/acre)
(Winter) Rye (Secale create)
Feb. 16-Apr. 30
Annual Ryegmss (lolium mufti-florum)
64100 (Ibs/acre)
May1-Aug. 31
German Millet
50 (Ibs/acm)
FERTILIZER &LIME
Apply 1430-10 Fertilizer at a rate of 450 Ibs/acre (or 10 Ibs. / 1,000 W. R)
Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ins. / 1,000 W. R)
NOTE:
1. A soil test is necessary to determine the actual amount of lime required to adjust soil pH of site.
2. Incorporate the lime and fertilizer into the Lop 4fi inches of the soil by disking or by other means.
3. When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4
2003 Nutrient Management for Development Sites at hltpY/www.tleq.virginia.gov/Programs/water/Stormwater
Managemen V Publications.aspx
SEED
LAND USE
SPECIES
APPLICATION RATES PER ACRE
Kentucky 31 or Turf -Type Tall Fescue
90-300%
Minimum Care Lawn
—Residential)
Improved Perennial Ryegrassi
410%
(Commercial or
Kentucky Bluegrass
430%
Total: 200-2501bs
HiQh�daintenance Lawn
Tall Fescue°
Total: 1251bs.
Tall Fescue'
1281bs.
General Slow (3:1 or less)
Red Top Grass of Creeping Retl Fescue
Seasonal Nurse Crop
21bs.
201bs.
Total: 1501bs.
Tall Fescue'
SOH Ins.
Low -Maintenance low
Red Top Grass of Creeping Retl Fescue
Seasonal Nurse Crop
Crownvetch3
21bs.
201bs.
201bs.
(Steecer Nan 3:11
Total: 1501bs.
1-Perennial Ryegmss will germinate faster and at lower coil temperatures tan fescue. Hereby providing cover and
erosion resisrance for seedbed.
2. -Use seasonal nurse crop in accordance with the Beetling dates as stated below.
March, April - May 15N Annual Rye
May Stith -August 15w .... .... Foxfail Millet
August l6v' -September. October ...................................... Annual Rye
November-February............................................................... Winter Rye
3 - If Flatpea is used, increase to 30 Ibs/Ac. All legume seed must be properly inoculated. Weeping Lovegmss may
also ce included in any slope or low -maintenance mixture during warmer Beetling ceriotls; atltl 1420 Ibs/Ac in mixes.
FERTILIZER &LIME
Apply 1420-SO Fertilizer at a rate of 500Ibs/acro (or 12Ibs. / 1,000 W. R)
Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 901bs. / 1,000 W. V.)
NOTE:
-A soil Les[ is necessary to determine the actual amount of lime required to adjust the coil pH of site.
-Incorporate the lime and fertilizer into me top 46 inches of the soil by tlisking or by other means.
-When applying Slowly Available Nitrogen, use rotes available in Erosion & Sediment Control Technical Bulletin #4
2003 NUVient Management for Development sites at http://www.tleq.virginia.Qov/Programs/water/stormwater
Management/ Publications.aspx
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SHEET NOTES:
1 1. SATELLITE DISHES CAN ONLY RECEIVE TRANSMISSION SIGNALS.
BROADCASTING IS NOT PERMITTED.
MAKIKA PROPERTR/ES, L L C \ \
ZONING • HC
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�ISEE DETAIL 1/C2.2 FOR
SATELLITE FOUNDATION SPACING
SATELLITE FOUNDATION
(SEE DETAIL 1/C2.2)
C� SECURITY I FENCE PERIMETER
LENGTH 266 LINEAR FEET
SEE DETAIL 8/C2.1
3
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\ \ \ \ \ \ \ \ CURB BOX
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DANIEL C. HYER 9
Lic. N0. 45596,
I OVAL
APPROVED DCH
SUBMISSION1 Nl' 4
PROJECI 1910500
T HE W OR K u
L IN E + G R AD E
C200
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A
PERMISSIBLE
CONSTRUCTION # 8" LONG o 12" C-C
w®-■,�
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RANSITION GUTTER PAN SLOPE
A TO 20:1 THROUGH RAMP LENGTH
TRANSITION GUTTER PAN SLOPE GUTTER PAN
MAXIMUM SLOPE 20:1
TO 20:1 THROUGH RAMP LENGTH
81-01, Min.
4'-D" Min.
BACK OF CURB
12`11 MAX.
48;1 MAX.
20: 1
2'MIN. SECTION A -A
SECTION B-B
NOTES:
1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5.
2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION.
3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 2011 AT THE RAMP OPENING.
4. DIAGONAL PLACEMENT IS NOT PERMITTED.
TYPICAL DESIGN
=1=u=
=n 1
a—u_n T�_p=il i
T=Ti-i1_,n,
TYPE A
WITH BUFFER STRIP
EXAMPLE INSTALLATION METHODS -
SEE PLANS FOR LAYOUT
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
105 TYPE A (PERPENDICULAR) APPLICATION
502
504 VIRGINIA DEPARTMENT OF TRANSPORTATION
CC-12
T
AT INTERSECTION
WITHIN CROSSWALK
(WITH BUFFER STRIP)
XV DDT
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 2 OF 5
04/19 1 204.02
Al \A/IMff 1"IAIKITITM "'IPE
J I\
9'-011
TYPICAL PARKING SPACE
RIGID SURFACE
(WHERE APPLICABLE, FINISHED GRADE
SEE NOTE 1 BELOW)
5' (UNLESS OTHERWISE NOTED)
F- 2% CROSS SLOPE (SLOPED TO DRAIN)
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.
OCG-12A O SIDEWALK
SPACE 12"x12" 1'
CENTERLINE GRID
RESERVED
PARKING
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HANDICAP 1" ROUNDING
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STANDARD
co SPACE
4" STRIPING VAN
SPACED 2' APART
PLAN 8 ��8 8
SINGLE HANDICAP SPACE JACENT SPACES OR VAN S
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.
HANDICAP PARKING SPACE DETAILS
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 1811 AS SHOWN. v
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
0
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.
RADIUS
D.� o
D.� D. SURF)
�•, ,; BASE
o—r'7
Um
ACCEPTABLE ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
'ERENCE STANDARD 6" CURB
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
0
CG-2
6" x 7'-6" LONG
SCHEDULE 80 STEEL
3" VDOT BM-25A PIPE FILLED WITH
ASPHALT CONC. BASE 2" VDOT SM-9.A CONCRETE. HOT DIPPED
BIT. CONC.
OVER PRIME COAT GALVANIZED AND PAINTED
BLACK. PROVIDE POSTS
PRIME TACK COAT AS INDICATED ON PLAN.
COAT] F I v
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TYPE 1 AGGREGATE BASE
L
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FULL -DEPTH PAVEMENT SECTION
O
#5 BAR, 12" LONG
° THROUGH PIPE
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REVISION DATE SHEET 1 OF 1
201.01
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SPECIFICATIONS:
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HORIZONTAL BARS: 1'' x 1'' x 16GA GALVANIZED STEEL
°
a
VERTICAL BARS: J" x J" x 18GA SQ. GALVANIZED STEEL TUBE
POST: 2" x 2" x 16GA SO. GALVANIZED STEEL TUBE
FINISH:
SECURITY FENCING
ELECTROPHORETIC COATING (POWDER COATED)
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DANIEL C. HYER 9
LIC. No. 45596.
_L'_10NAL B�
APPROVED DCH
SUBMISSIONI NI' 4
PROJECI 1910500
T H E W O R K
L I N E + G R A D E
C201
O.D.
6 5/8" O.D. PIPE
RADE
JTI-TWIST
[BAR
5'MIN.
6' SECTION A -A
ANTI -TWIST REBAR
5/8" DIAM. X 181, NOTES
1. STEEL MAST PIPE: 6" SCHEDULE 80,
L=156'; 6 5/8" O.D.
2. CONCRETE: 3000 PSI AT 28 DAYS,
POURED AGAINST UNDISTURBED SOIL
(ALLOW CONCRETE 24 HOUR SET TIME
BEFORE INSTALLATION OF ANTENNA)
3. SOIL BEARING CAPACITY> 2000 PSF.
3, 4. GROUND THE ANTENNA TO MEET
APPLICABLE LOCAL CODES.
IN -GROUND MAST FOUNDATION
R643 [25.3] r R618 [24.3]
DOORSWING.7� _ ,( DOOR SWING
TYP — �[ TYP
350 [13.8 A
ENCLOSED
B EXHAUST OUTLET
507 [20.0] AIR INTAKE AIR INTAKE
ENCLOSED BOTH SIDES BOTH SIDES
EXHAUST
OUTLET 3923 [154.41
OVERALL LENGTH
RADIATOR/EXHAUST 3277 [129.0
DISCHARGE AIR AIR INTAKE
4 BOTH SIDES
2059 [81.11
L r
1/1 REV A WINDCHILL VERSION A.1
R INTAKE
AIR INTAKE
DIM Y
C.O.G.
AIR INTAKE
FOR ALL STUB -UP, WEIGHT, AND C.O.G. DETAILS, SEE
CORRESPONDING OPEN SET DRAWING PER UNIT CONFIGURATION
— 1371 [54.0] —
OVERALL WIDTH
IN
AIR INTAKE
2128 [83.8] 2370 [93.3]
OVERALL
HEIGHT
DIM Z
A DIM X C.O.G.
C.O.G. 1234 [48.61 ►i
653 [25.71 3250 [128.0 OENERAC
IIIIIIIIIIIIIIM
DRAWING CREATED FROM PRO/ENGINEER TITLE
3D FILE. ECO MODIFICATION TO BE DIMENSIONS ARE IN MILLIMETERS [INCHES] L2A ENCLOSURE
APPLIED TO SOLID MODEL ONLY. G14.2L
60HZ: SG150/PG135, SG175/PG158, SG200/PG180
WIMI SIJN 8IN1 FGNM9lMDMF W'RDFTHISDMWIxc 50HZ:SG120/PG108 SG140/PG126 SG160/PG144
WHlpIbSUMMEDMDDNFIDENDEANDMUETNDTEE USED FDR
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ELECTRONICALLY APPROVED SIBZE CAGENODWG NO OL0467C REV
INSIDE WINDCHILL SCALE 0.030 1 wj-KG SHEET 1 of 1
4 3 2 1
GENERATOR SPECIFICATIONS
U
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6' 6'
1.5' 3' 3' 3' 1.5'
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DUMPSTER ENCLOSURE
SHALL EXTEND 6'-0" ABOVE
EXISTING GROUND SURFACE
8" THICK REINFORCED
CONCRETE PAD
(POUR CONTINUOUS
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DANIEL C. HYER a
LIC. No. 45596,
-L'IONAL B�
APPROVED DCH
SUBMISSIONI NI' 4
PROJECI 1910500
T HE W OR K u
L IN E + G R AD E
C202
LANDSAPE LEGEND: ORIGINAL VS. EXISTING PLANTING SUMMARY
STREET TREES PLANTING STRIP (4,409 SF) Approved Site Plan (SDP 199700091) Landscape Materials
Key Botanical Name Common Name Min. Original Parkin Trees Total Quantity Area of Bonus Total
MANAGED TURF (24,171 SF) Caliper Quantity g Planted Currentlyon Canopy(per Factor Canopy Area
T-1 Oxydendrum Arboreum Sourwood 1-1/4" 6 3 3 138 SF 1.0 414 SF
INTERIOR PLANTING AREA (8,189 SF) T-2 CercisCanadensis Eastern Redbud 1-1/4" 6 3 3 396SF 1.0 1,188SF
T-3 Cornus Florida Flowering Dogwood 1-1/4" 4 4 2 6 155 SF 1.0 930 SF
T-3 Quercus Phellos Willow Oak 1-3/4" 5 3 3 380 SF 1.0 1,140 SF
S-1 Ilex Cornuta Buford Holly 12" 45 0 380 SF 1.0 OSF
Total Preserved Canopy Area (From Original Plan) 3,672 SF
Species Currently Planted but not Included in Original Site Plan
Key Botanical Name Common Name Min. Screening Parkin Trees Total Quantity Area of Total
Caliper Tree/Shru g Planted Currentlyon Canopy(per Canopy Area
Prunus Cherry 1-1/2" 1 1 490 SF 490 SF
CURRENT: NONE \ \ Prunus Laurocerasus Cherry Laurel 23 23
T.M. v 6/ IDARCEL /24E/ Yucca Aloifolio Spanish Bayonet 3 3
PROPOSED: (1) WILLOW OAK \
'l T. M. 6/ P,4RCEL /24E2 , Berberis Thunbergii Japanese Barberry 6 6
THIS REPLACES A TREE SHOWN MAKIKA PROPERTR/ES, LLC \ Spiraealaponica Japanese Meadowsweet 6 6
/ ON THE APPROVED SITE PLAN SOVRAN BANK N A ZONING: HC Viburnum Lantana Wayfarer Viburnum 2 2
BUT IS MISSING
ZONING: HC USE: M/N/A TORE GOLF � � Ilex Aquifolium Common Holly 3 3
l -is
l USE. COMMERC/AL BANK l Hydrangea Macrophylla Hydrangea 5
CURRENT:(1)CHERRY COURSE I Forsythia x/ntermedia Forsythia 9 9
v I / / ORIG. PROP: NONE / 30 OAK \ I I Total Preserved Canopy Area (CurrentlyonSite but not OriginallyProposed) 4905F
S /2°5/ 48" W 23.00'\ I -
�� ! 36" OAK° VEY LIMIT i
— _ B�CHq INLINK — i�� — Additional Species to be P/antedfor Conformance with Original Site Plan or Current Requirements
Q / _ _ FEN SUR i J Min. Screening Parkin Trees Proposed Area of Total
T-4 p 0�7 o p Q o� Q p S 2/°36'55" W 270.27' o� i Key Botanical Name Common Name
Caliper Tree/Shru g Planted Quantity Canopy(per Canopy Area
T-1 Oxydendrum Arboreum Sourwood 1-1/2" 2 1 138 SF 138 SF
/ CONCR E o o / T-2 CercisCanadensis Eastern Redbud 1-1/2" 1 2 3 3965F 1,1885F
�'QL TW.'S .06 36 T-3 Cornus Florida Flowering Dogwood 1-1/2" 2 2 4 155SF 620 SF
Bl4!.5 2 T-4 Quercus Phellos Willow Oak 1-3/4" 2 2 380 SF 760 SF
CURRENT: (3) COMMON HOLLY T-5 Cupressoryporis Leylandii Leyland Cyprus 8'-10, 8 8
II CURB CUT f ��// 59 S-1 Ilex Cornuta Buford Holly 12" 8 8
CURRENT:(3) SPANISH BAYONET , \I
i,� S-2 Carex Pendula Carex Grass 1 Gal. 20 20
( )HOLLY,/ •T-1 T I I 1 I 's Total Provided Additional Canopy Area(in Supplement to Original Plan) 2,7065E
M. 6/PARCEL /24C ------
I ORIG. PROP: (2) BUFORD � /77 75
l JK /NI/ESTMENTS LLC "/ o f g p g, p
Combined Ori orals eciesStillRemainin andAdditional5 eciestobePlanted
I CURRENT:(4) CHERRY LAUREL _ _ - OIN68'23'07"W
I Min. Screening Parkin Trees Area of Total
ORIG. PROP: (6) BUFORD HOLLY / / / ZONING: PDMC � - �j Key Botanical Name Common Name Total Quantity
Caliper Tree/Shru g Planted Canopy(per Canopy Area
CURRENT: NONE USE. OFFICES, NEWS STA T/ON �Sa \ �\ �; T. M. 6/ PARCEL /24B/ T-1 Oxydendrum Arboreum Sourwood 1-1/2" 2 4 138SF 552 SF
PROPOSED: 1 SOURWOOD / / I it LINUSREALTYLLC T-2 CercisCanadensis Eastern Redbud 1-1/2" 2 2 6 396SF 1,550SF
( ) OB 4563 PG 344 = � � T-3 Cornus Florida Flowering Dogwood 1-1/2" 2 2 10 7555E 1,550 SF
THIS MAKES UP FOR THE MISSING / / DB /57/ PG 562-566 �� _; �� I ZONING: PDMC T-4 Quercus Phellos Willow0ak 1-1/2" 2 2 380 SF 760 SF
SOURWOOD ORIGINALLY PROPOSED BUT
CURRENTLY MISSING / DS /554 PG /75-/77 CURRENT: REMOVED TREE e ' I USE.- LAW OFFICES r-s Cupressoryporis Leylandii Leyland Cyprus S'-10' 8 8
�, r Prunus Cherry 1-1/2" 1 1 490 SF 490SF
CURRENT: (1) DOGWOOD / / ORIG. PROP: (1) REDBUD 1 ONCRETEAT CURRENT: REMOVED TREE S-1 Ilex Cornuta Buford Holly 12" 8 8
J
ORIG. PROP: (1) DOGWOOD I _� ^r t S-2 Carex Pendula Carex Grass 1Gal. 20 20
_ AY 1 _ _ I ORIG. PROP: (1) REDBUD Prunus Laurocerasus Cherry Laurel 23 23
tpOOR-52L 95 /
CURRENT:(4) CHERRY LAUREL _ J Yu olio
CURRENT: (1) DOGWOOD / rr f Spanish Bayonet 3 3
/ CURRENT: (6) JAPANESE BARBERRY ° yM q I I Berberis Thunbergii Japanese Barberry 6 6
ORIG. PROP: (1) SOURWOOD O 0 I I
/ I /// / / ORIG. PROP: (1) EASTERN REDBUD — _ _ _ I\ CH/ D SQUA - 517.06 Spiraealaponica Japanese Meadowsweet 6 6
CURRENT:(8)CHERRY LAUREL / —= FLEA"" I Viburnum Lantana Wayfarer Viburnum 2 2
ORIG. PROP: (6) BUFORD HOLLY a p 'Q — — — — — -- "R 15 PG 662 ❑ex Aquifolium Common Holly 3 3
°a �t (n Hydrangea Macrophylla Hydrangea 5 5
CURRENT: (1) WILLOW OAK p BENCHMgR Forsythiaxintermedia Forsythia 9 9
ORIG. PROP: (1) WILLOW OAK R °+ * EX 6' SIDEWAL ?T-5 o �T-5 eT-5 T-5 1 T/ / Total Preserved + Provided CanopyArea 5,7285E
ELEV. /9.4,5 Q G 1 T-5 1 T-5 r
CURRENT: (1) DOGWOOD b p STC N p Q ^� 1 I I I \ Notes
ORIG. PROP: (1) DOGWOOD a / N o o p o o ° 1 \ I ° ti \ 1-The Calculated Canopy Area is what will be used as the basis of estimating preserved caonpy areas, below.
i u / l I 52l a T 3 T-2 1 N a • T 3
CURRENT:(7) CHERRY LAUREL CURRENT: (1) REDBUD I �« �'7 Q Q v I N a r�
ORIG. PROP: (6) BUFORD HOLLY 7 b� I �<
ORIG. PROP: (1) REDBUD p ��4� 4'S/ .08 URB BOX
�CURRENT:(1)WILLOWOAK _ a I CANOPY COVER CALCULATIONS
i ` I / .S/7.53
L=97/. 64" "" TOP
, R=3/3.62 � ORIG. PROP: (1) WILLOW OAK S "" $ 1 I DUMPS ER /NV. /N•5/0. 96 SS Parcel Area: 1.214 AC
C4 CURRENT: (1) DOGWOOD I �* I Z8 1 PAD I /NV. /N.S/4.00 5 z,S67 SF
__ +520. /0 ORIG. PROP: 1
/ o CURRENT: (1) REDBUD _ O DOGWOOD +520. /3 ; "
/ p _ ORIG. PROP: (1) REDBUD CURRENT: (1) WILLOW OAK 520. � �_ 6 _ 5/� " I I) 4IV.. /N.S/0. 9(y//!ti site use: commercial
11+Sg — CURRENT: (1) REDBUD V. OUT /0.77 ORIG. PROP 1 WILLOW OAK C Minimum Percent Coverage: 10% Per31.7.9.8(a)1
S /7°23'/7" W /5.33' p� O CURRENT 1 DOGWOOD I \ I ORIG. PROP 1 REDBUD CanopyArea Required: 5,287 SF
( ) zD oHAN EASEMENT I I ( ) Q
S50°285f"E 3.47' S-1( P)o a)".`EN dNE 15REPCo ASEME ( canopyAreaProvided (see above): 5,728SF SF
p a ORIG. PROP: (1) DOGWOOD \ j
OF BE 5 VCIDRES 6a 1596 P6 66
n— PROPOSED LEYLAND CYPRUS Therefore Criteria Satisfied
VREQUIRE TRIMMING DUE TO
/ ACT-3 a Q S7 a ° GE 6A T 5 T 5 SqN/TA yh PROXIMITY TO DUMPSTER AREA
519.13 _ M D AIN E. EQ Q MANHOL i SCREENING
8
'PVC
T-3? _ ..� — — — -- -- — — �— _ 2 oQ /NV 9 5ELEMENT TO -----------— -- BE SCREENED CITY Screening Material
/ \ S-2(TYP)� S•• ,\ I h /\� (From Public Street)
15^RCP � T
T� o
CURRENT: (6) JAPANESE MEADOWSWEET•Refuse Area 2 Leyland Cyprus (Evergreen Dense Shrub)
/ ORIG. PROP: (7) BUFORD HOLLY e $ s ' .a „ ..° Opaque Wooden Fence
/ CURRENT: 4 HYDRANGEAS CURB B X
() \ CURRENT: (1) SOURWOOD CURRENT: (2) WAYFARER VIBURNUM satellite Dishes 6 Leyland Cyprus (Evergreen Dense Shrub)
— / ORIG. PROP: 5 BUFORD HOLLY TOP.'S/9. / O ORIG. PROP: (6) BUFORD HOLLY S Metal security Fence
() ORIG. PROP: 1 SOURWOOD
/NV. 0 �, s ��
R10 5AS7�f
OUR (S41562), /"" OUT.. 3 -5 BOX
CURRENT: (1) DOGWOOD OP.'S/7. 53 `� Parking Lot Existing Mature Shrubbery, Varios
/ 50' WROAD EASEMENT _ IV / :5/0. 96 SSW _ _ 8 Buford Holly (peroriginal site plan)
/ \ \ 157/ PG 562 ' CURRENT: (1) SOURWOOD — ORIG. PROP: (1) WILLOW OAK —/N I/V•5I4. 00 SW 20 Carrex Grass
CURRENT:
NONE
ORIG. PROP: (1) SOURWOOD V. 1N.-5/0.90
CURRENT: (12) FORSYTHIA PROPOSED: (1) WILLOW OAK
�\ INV. OUT-.- .77
/ 1 / CURRENT: (5) HYDRANGEAS ORIG. PROP: (8) BUFORD HOLLY THIS MAKES UP FOR THE ONE ADDITIONAL SHADE
\ ORIG. PROP: NONE TREE NEEDED. PLANTING SCHEDULE
CURRENT: (1) SOURWOOD
ORIG. PROP: (1) SOURWOOD
--
\ \ \ , ��— Key Botanical Name Common Name Quantity Units Min. Nursery Condition spacin
T-1 Oxydendrum Arboreum Sourwood 1 EA 1-1/2" Cal. g
CURB BOX T-2 CercisCanadensis Eastern Redbud 3 EA 1-1/2" Cal.
T-3 Cornus Florida Flowering Dogwood 4 EA 1-1/2" Cal.
/NW IM-509. 62 SE T-4 Quercus Phellos Willow Oak 2 EA 1-3/4" Cal.
7 /NV. //V.•509.64 NW T-5 Cupressoryporis Leylandii Leyland Cyprus 8 EA 8'-10' Height
/7//T•S/10=y; S-1 Ilex Cornuta Buford Holly 8 EA 12" #3 Cont. To.c.
%1(
s-2 Carex Pendula Carex Grass 20 EA 1 Gal. #3 Cont. 2.5' o.c.
2 LANDSCAPE PLAN
1" = 20': 0 20 40
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D DANIEL C. HYER 9
LIC. No. 45596
A
�JONAL Bid`
APPROVED DCH
SUBMISSIONI NI' 4
PROJECI 1910500
T H E W 0 R h u
L I N E + G R A D E
C&O
III
VARIES
SET PLUMB
FINISHED GRADE
3" OF MULCH
3" COMPACTED EARTH
SAUCER (NOTE: IN PLANTING
BEDS, ELIMINATE THE
COMPACTED EARTH SAUCER
AND COVER ALL BEDS WITH
3" OF MULCH, MINIMUM
EXISTING GRADE
TILL EXISTING SOIL
REMOVE BURLAP FROM
TOP Y3 OF ROOT BALL,
ROUGHEN ROOT BALL FOR
CONTAINER GROWN STOCK
3" OF MULCH
FINISHED GRADE
PLANTING SOIL
MIXTURE
ROUGHEN ROOTBALL
PRIOR TO PLACEMENT
Applicable Standards
American Standard for Nursery Stock, ANSI Z60.1-2004, approved May 12, 2004
American Joint Committee on Horticultural Nomenclature; 1942; edition of Standardized Plant Names
All plant material shall be nursery grown unless otherwise noted. Plants shall have a habit of growth that is normal
for the species and shall be healthy, vigorous and equal or exceed the measurements specified in the plant list,
which are the minimum acceptable sizes. Plants shall be measured before pruning with branches in normal position.
Any necessary pruning shall be done at the time of planting. Requirements for measurements, branching, grading,
quality, ball and burlapping of plants in the plant list generally follow the code of standards currently recommend by
the American Standard for Nursery Stock. Plants that meet the requirements specified, but do not have the normal
balance of height and spread typical for the respective plant, shall not be accepted. All plants shall be free of weeds
and other objectionable vegetation.
Plants (General)
Plants shall be nursery grown, healthy, vigorous, bushy, well-balanced, of normal habit of growth for the species, and
shall be free from disease, insect eggs and larvae. They shall have crown and root ball sizes that meet or exceed the
standards set forth in "American Association of Nurserymen, Inc." The specified sizes shall be before pruning, and
plants shall be measured with their branches in normal position. Plants shall not be pruned prior to delivery, except
upon special approval.
Shade trees shall be healthy, vigorous, full -branched, well -shaped, and shall meet the trunk diameter, height, and
spread requirements of the plant list, and meet the standards of "The American Association of Nurserymen." Balls
shall be firm, neat, slightly tapered and well burlapped. Any tree loose in the ball or with broken ball a time of
planting will be rejected. Balls shall be sized in accordance with the AAN standards.
Tree and Shrub Planting
Plant shade trees in tree -pits greater in diameter than ball and at a height which assures proper drainage and
vigorous growth. Plant ornamental trees in tree -pits 12" greater in diameter than ball and at a height for proper
drainage and vigorous growth. Fill bottom of
pit (to depth of root ball) with a mixture of soil. After settling the tree, the pit shall be backfilled with soil mix, then
carefully settled by watering to prevent air pockets. Form a 4" watering ring for each tree.
Ground cover beds shall be loosened to a depth of 6" and fertilized with an osmacote fertilizer at the rate of four
pounds per 100 square feet. Moist peat moss shall be applied at the rate of two inches (2") thick and worked into
the upper six inches (6") of the bed.
All plant beds plus an area three feet greater in diameter than the ball around each tree shall be mulched with 3" of
clean, hardwood mulch.
Should the contractor encounter soil conditions which are inhospitable to normal planting, it is his responsibility to
modify the soil so that the plants will thrive. These modifications may include providing drainage for trees or shrub
beds and providing any extra soil as may be required for planting.
OSHRUB DETAIL O SHRUB SPACING O
RUBBER HOSE ON EACH MAJOR STEM,
ALL MAJOR STEMS SHOULD BE WIRED TOGETHER
ROOT CROWN TO BE PLACED
1"-2" ABOVE SURROUNDING GRADE
HARDWOOD MULCH, 3" MIN.
SOIL SAUCER: USE PREPARED
TOPSOIL, 6" MIN.
WOOD STAKES (3) IN FIRM SOIL
REMOVE TOP 3 OF BURLAP, NON -BIODEGRADABLE
MATERIAL SHALL BE TOTALLY REMOVED
PREPARED ADMIXTURE BACKFILL
PREPARED SUBGRADE PEDESTAL
ROOT CROWN TO BE PLACED
1"-2" ABOVE SURROUNDING GRADE
HARDWOOD MULCH, 3" MIN.
SOIL SAUCER: USE PREPARED
TOPSOIL, 6" MIN.
PLANTING NOTES
REMOVE TOP 3 OF BURLAP, NON -BIODEGRADABLE
MATERIAL SHALL BE TOTALLY REMOVED
PREPARED ADMIXTURE BACKFILL
PREPARED SUBGRADE PEDESTAL TO
PREVENT SETTLING
CROWN OF SHRUB TO BE PLACED
1%2" ABOVE SURROUNDING GRADE
HARDWOOD MULCH, 3" MIN.
CREATE SAUCER WITH
TOPSOIL, 6" MIN.
PRUNE DAMAGED OR DESSICATED
ROOTS
GENTLY COMPACTED TOPSOIL
MIXTURE
SCARIFY PIT BOTTOM, 6" MIN.
FIR
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DANIEL C. HYER 9
LIC. No. 45596,
'10NAL BX
APPROVED DCH
SUBMISSION NO. 4
PROJECT 1910500
T H E W 0 R K O F
L I N E + G R A D E
OTREE PLANTING O MULTI -STEM TREE PLANTING O SHRUB PLANTING C3ml
0 MATERIALS PLAN
1" = 20': 0 20 40
T. M. 6/ PARCEL /24El
T. M. 6/ PARCEL /24E2 MAKIKA PROt'ET TR/ES, LLC \
l SOVRAN BANK N A I ZONING: HC ZONING HC
I / / USE.• MINIA TORE GOLF � I
0
USE: COMMERCIAL BANK / COURSE \ I I I
8" TREE NL lNK S /2°5/ 48" W 2� i
2„PINE FENCE SURVEY LIMIT �'J
"
°
i
S 2/ ol I 36 33" W 270.27' �
(3) SP.4NISH BAYONET /
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(4) CHERRY LAUREL I � : �
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I _ / ,68 23 07 W /77 75
6"DocwooD JK INVESTMENTS LLC / o
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ZONING: PDMC � � �
USE- OFFICES; NEWS STA T/ON T. M. 6/ PARCEL /24B/
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I I 7" DOGw000 :::" DS 4563 PG 344 ��
� OB /57/ PG 562-566 � ' 11 � LINOS REAL TY LLC
r� �\ `._/ `. ZONING: PDMC
OB /554 PG /75-/77
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USE. LAW OFFICES
(8) CHERRY LAUREL
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SGUA �I� 517.06
LEI/
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(7) CHERRY LAUREL
/ L=97/. 64, R=3/3.62
C4
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24 " WILLOW OAS(_
S /7°23
S 50°28
I
(6) JAPANESE MEADOWSWEET
\ (4) HYDRANGEA
�'URB BOX
/ TOP.-5/7.53
I INV. /N.•5/0. 96 SS
INV. IN.514. 00 S6
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CRY SEKR INV OU;9/0.77
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ASPHALT
CONCRETE
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STRUCTURES
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08�00020 2�
DANIEL C. HYER a
Lic. N0. 45596,
IOKAL
APPROVED DCH
SUBMISSION1 Nl' 4
PROJECI 1910500
T H E W 0 R h u
L I N E + G R A D E
C400
s
NOTES:
1.) SOURCE OF MERIDIAN: VIRGINIA STATE PLANE GRID NORTH, NAD 83 SOUTH ZONE BASED UPON
GPS OBSERVATIONS PERFORMED BY DRAPER ADEN ASSOCIATES ON OCTOBER 10, 2019.
2.) VERTICAL DATUM:NORTH AMERICAN VERTICAL DATUM OF 1988 BASED UPON GPS OBSERVATIONS
PERFORMED BY DRAPER ADEN ASSOCIATES ON OCTOBER 10, 2019.
3.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT OR TITLE REPORT
AND ALL EASEMENTS AND ENCUMBRANCES THAT MIGHT BE DISCLOSED IN A TITLE SEARCH MAY
NOT BE SHOWN.
4.) UTILITIES SHOWN ARE BASED UPON:
SUE QUALITY LEVEL D, ASCE 38-02 - COMPILED RECORDS ONLY
SUE QUALITY LEVEL C, ASCE 38-02 - VISIBLE EVIDENCE IN CONJUNCTION WITH COMPILED
RECORDS.
SUE QUALITY LEVEL B, ASCE 38-02 - FIELD DESIGNATION OF UNDERGROUND UTILITIES
PERFORMED BY DRAPER ADEN ASSOCIATES AND VISIBLE EVIDENCE IN CONJUNCTION WITH COMPILED
RECORDS.
SUE QUALITY LEVEL A, ASCE 38-02 - TEST PITS AT LOCATIONS SHOWN HEREON PERFORMED
BY (DAA; OTHER) IN CONJUNCTION WITH FIELD DESIGNATION OF UNDERGROUND UTILITIES
PERFORMED BY (DAA; MISS UTILITY, TICKET # OTHER), VISIBLE EVIDENCE AND COMPILED
RECORDS.
NO SUE WAS PERFORMED OR REQUESTED FOR THIS SURVEY. UTILITIES SHOWN HEREON ARE
BASED ON FIELD OBSERVATION ONLY.
5.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF
DAVID JORDAN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE
IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON OCTOBER 10, 2019; AND THAT THIS PLAT
AND/OR MAP MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
6.) CONTOUR INTERVAL: 1'.
7.) THIS SURVEY WAS PREPARED FOR LINE + GRADE. DRAPER ADEN ASSOCIATES ASSUMES NO
LIABILITY FOR REUSE OR MODIFICATION OF THIS DOCUMENT.
8.) PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD INFORMATION.
9.) DRAPER ADEN ASSOCIATES PROVIDES BENCHMARKS FOR THE CONSTRUCTION OF THE
IMPROVEMENTS SHOWN ON THESE PLANS. ALL OTHER EXISTING ELEVATIONS ARE FOR REFERENCE
TO EXISTING CONDITIONS ONLY. DO NOT USE SPOT ELEVATIONS, FINISH FLOOR ELEVATIONS,
ELEVATIONS ON MANHOLES, ELEVATIONS ON SURVEY NAILS, SURVEY HUBS, CONTROL POINTS
(HORIZONTAL POINTS PROVIDED) OR ANY OTHER POINTS FOR CONSTRUCTION OTHER THAN THE
PROVIDED BENCHMARKS. FAILURE TO UTILIZE AND VERIFY THE PROVIDED BENCHMARKS COULD
RESULT IN DAMAGES AND ADDITIONAL COST THAT ARE THE CONTRACTOR'S RESPONSIBILITY.
11.) THE RECORD INFORMATION CONCERNING THE SANITARY SEWER AND DRAIN EASEMENTS SHOWN
HEREON IS BASED ON AN AS -BUILT SURVEY, PROJECT NUMBER 368, THAT WAS PREPARED BY B.
AUBREY HUFFMAN AND ASSOCIATES, LTD. ENTITLED "AMENDED FINAL SITE DEVELOPMENT PLAN
SHOWING RIO EAST OFFICE ONE - RIO EAST COMMERCIAL AREA - TAX MAP 61 PARCEL 124 C -
SEWER & WATER AS -BUILT DRAWINGS," DATED SEPTEMBER 28, 1999; A COPY OF WHICH WAS
PROVIDED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY IN THE PREPARATION OF THIS MAP.
NO INSTRUMENTS OF RECORD FOR THE GRANTING OF SANITARY AND DRAIN EASEMENTS WAS FOUND
AT THE TIME OF THE SURVEY.
BENCHMARK "B"
CHISELED SQUARE
ELEV:519.43
1
LEGEND
•\�V _ uqt``-~- ugt fO u t fo 36" OAK
fo 8" TREE fo b fo 8' CH AI K FENCE\ .
u t i�u-asT-
I 1 •��`
.\ 1 j 411#.
DRAPER ADEN ASSOCIATES REVIEW _ - - -- 49t+
CONCRETE - p - - `1�\ `\ I 1 ' �' / ,�•
WALL _ - - `\ \ 524.36+ �' •4k
THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: 522.01 521.66 ` \\ \ i I 1 i /� // ��#
l TW:523.06 \\ /
�I y{I�I ■ ~�`� BW: 521.90
NAME: JUSTIN SIDEBOTTOM fll 4P ru 10/15/2019 ■ H 1 521.47 \ \ \\\ \ `\ I+ I I I 1/ $W:919.49 ■
SURVEY PARTY CHIEF SIGNATURE DATE ■ cuR6 cur \ \ �� I I I I I I ■
NAME: TYLER LAYMAN �' ` 5M" 10/14/2019 ■ I \++ \\ \ w N N N ,
SUBSURFACE UTILITY ENGINEER SIGNATURE DATE ■ I I \\ (0N f Q ]
PROJECT MANAGER
r O
4 ■ 112" O K++ D TE
8' WOOD FENCE 4�a ` \~-I--� +I ++ ■
/ 1 o
./ , +
NAME: CHERYL STOCKTON 10/15/2019 ■ +521.69
QUALITY REVIEWER SIGNATURE DATE ■ 520.09
■ 521.86
a I
/
a ■
O 10" REDBUD 10" REDBUD
`\\� �■
■ o CONCRETE AT ' \
■ AY DOOR:521.95
■ < I 520.24+ / // \ - % I D■
Ell
PID 06100-00-00-124C0 ■ o ; 9P o , �■
JK INVESTMENTS, L.L.C. ■ 1 / / 1
o s +o xo INST 2019000126777 ■ 1 / j 1 I I ' r■
O 1 BENCHMARK "A" I I r■
DB 4563 PG 344 ■ 1 / CHISELED SQUARE I \ /
1 inch = 10 n. DB 1571 PG 562-566 �0 1 I I I a ■ 517.Os
DB 1554 PG 175-177 ■ / ELEV:521.84
■ 0 1 / I I ' 1 ■
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■ ¢ I / 15' VEPCO EASEMENT / ' 1 , ■
■ / DB 1594 PG 662 ,! a ■
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521.64 / / i 1 ' m
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+521.88 +521.88 a d . Q1 52f.8 a
REDBUD% �I
10" REDBUD
I rn BW: 18.08: /
/ /
20' ACS SANITARY SEWER
EASEMENTCENTERED ON THE AS -BUILT
N ° r' _U i CENTERLINE OF THE STRUCTURES
ss -- ss SANITARY SEWER AND ® TELEPHONE BOX �I UTILITY POLE ■ STCo / oge I ; / o W ■ (SEE NOTE 11)
MANHOLE Fri■ /� i' / I /
=ZC)= FIRE HYDRANT ❑E ELECTRIC TRANSFORMER ■ / // I :;a
STORM LINE AND MANHOLE ■ i�� / ' ■
-❑- _ ® WATER VALVE x GROUND LIGHT '" �� �' / i ' \ ■
STORM LINE AND INLET ■+520.10 ,, s Q
caty ■ +520.13 - �20" - - - APPROXIMATE LOCATION , +518.78 O .o � .. I c
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UNDERGROUND ELECTRIC (SEE NOTE 11) INV. IN:510.96 SSW
uqt * BENCHMARK ❑F FIBER OPTIC HANDHOLE
INV. IN:514.00 SW
UNDERGROUND TELEPHONE INV. OUT:510. NW J '� ��iG9191i� 10" REDBUD \ _ ` .� (n J
■ INV. OUT:510.77 � w V J fo O BOLLARD 0 GAS VENT ■ �'' i' Qw� �' --
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TOP:519.51 j ■
INV. IN:513.94 I 10' STREET EASEMENT
INV. OUT.,513.78 I ■ DB 1571 PG 554 c + `Sl61`
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DB 1571 PG 562 \`I I " 1 ■
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// ■ / ' , ,�' /// I I CURB BOX ° /,�' : DATE. 10/10/2019
TOP: 514.86 ,°
INV. IN:509.62 SE /' ■ PROJECT NUMBER:
■ ,� �. ,� // INV. IN:509.64 NW INV. OUT:509.53 ■ 19060499 010503
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Lic. No. 2976
3/26/2020 4
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