HomeMy WebLinkAboutARB202000016 Plan - Approved 2020-07-24874 RIO ROAD
MINOR SITE PLAN AMENDMENT
SDP202000005
ALBEMARLE COUNTY, VIRGINIA
SCOPE OF WORK:
THE WORK GENERALLY CONSISTS OF MINOR SITE WORK ASSOCIATED WITH A NEW 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
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/OWNER
ENGIN EER OF RECORD:
SOURCE OF TOPOGRAPHY
CONTACT: DAVEHANNAH
JK INVESTMENTS, LLC
ADDRESS: 220 SALTERS CREEK ROAD
HAMPTON VA 23661
PHONE: -
EMAIL: DHANNA@LOCKWOODBROAOCAST.COM
CONTACT:
LINE ANDGRADE CIVIL ENGINEERING
DANIEL C. HYER, PE
ADDRESS:
113 4TH STREET N E; STE 10D
CHARLOTTESVILLE, VA 22902
PHONE:
434-262-0169
EMAIL:
DHYER@LINE-GRADE.COM
SOURCE: ACTUAL GROUND SURVEY (SEE SHEET XI.0 FOR SIGNED SURVEY)
CONTACT: DRAPER ADEN AND ASSOCIATES
CHERYLSTOCKTON
ADDRESS: 110 AVON STREET
CHARLOTTESVILLE, VA 22902
PHONE: 434-2950700
EMAIL: CSTOCKTON@DAA.COM
TMP 61-124C
ZMA ZMA-1996-00004
PARCEL I D: 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: 3.21 ACRES
MAGISTERIAL DISTRICT: RIO
PROPOSED SITE PLAN REQUIREMENTS
ALLOWED OR REQ'D
BUILDING HEIGHT:
PER 25A.6-> 21.4 MAX HEIGHT ALLOW ED =
6S FT
EXISTING BUILDING HEIGHT=
14 FT
PROPOSED BUILDING HEIGHT= (no proposed bulding height)
14 FT
SETBACKS
Per4.2D PRIMARY STREET (RIO EAST COURT) MIN FRONTYARD=
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 FRONT YARD =
NONE REQUIRED
SIDE AND REAR (ADJACENTTO COMMERCIAL) =
NONE REQUIRED
SCREENING:
ADJACENTTO COMMERCIAL NONE REQUIRED
PER 32.7.9.7 SEE LANDSCAPE SHEETS FOR SPECI FIC SITE ELEMENTS TO BE SCREEN ED FROM PUBLIC STREETS
EXISTING BUILDINGS
EXISTING BUILDING
10,S48 SF
EXISTING BUILDINGSTOTAL= 10,548 SF
PROPOSED BUILDINGS
PROPOSED BUILDING 0 SF
PROPOSED BUILDINGS TOTAL = 0 SF
OFFICE, GENERAL (G.F.A)
OFFICE, GENERAL N. F.A = 0.8-G. F.A
PARKING REQUIRED
10,S48 SF
8,438
OFFICE, GENERAL:1 SPACE PER 200 SF OF NFA
42
TOTAL REQUIRED PARKING=
42 SPACES
PerADA Std. 208
HANDICAP SPACES REQUIRED=
2SPACES
PARKING PROVIDED:
OFFICE, GENERAL:1 SPACE PER 200SF OF NFA
0
TOTALREQUIRED PARKING=
S8 SPACES
PerADA Std. 208
HANDICAP SPACES REQUIRED
3SPACES
TREE CANOPY COVER:
SEE DSU PLAN
ga
>
-130
�
/ �cn O
[� J �_ PROJECT LOCATION. ] o Q
Q ``J/ e (00 47 � Q
o OD • p fJ
v 0 , O Q
�t= C:ZD
oE-lp CP
rj
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
FL
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
DND
DO NOT DISTURB
R&R
REMOVE AND RESET
EB
EASTBOUND
R&S
REMOVE AND STACK
EL
ELEVATION
SB
SOUTHBOUND
EX
EXISTING
SF
SQUARE FEET
FIND
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
w
0
Q
Rl
W
z
J
ca
Z
E7C
W
Uj
Z
Z
Uj
BC
BACK OF CURB PCC 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
z
Lli
Q
Q
z
SHEET LIST TABLE
0
w
Sheet Number SHEET TITLE
C)L
Q
z
J
CO.0 TITLE SHEET
CO.1
GENERAL NOTES
C)
z
O
C0.2
ZMA APPROVAL
J
0
LL
CO.3
APPROVED SITE PLAN SDP199700091
J
J
C1.0
EXISTING CONDITIONS AND ESC AND DEMOLITION PLAN
LU
Q
C1.1
DEMOLITION AND EROSION & SEDIMENT CONTROL DETAILS
7
W
0M0
W
C2.0
SITE PLAN AMENDMENT
m
C2.1
SITE DETAILS
O
Q
C2.2
SPECIFIC SITE DETAILS
z
C3.0
LANDSCAPE PLAN
C3.1
PLANTING DETAILS
C4.0
MATERIALS PLAN
XO.0
TOPOGRAPHIC SURVEY 874 RIO E. CT.
SUBMITTAL
LOG
SUBMISSION DESCRIPTION RECIPIENT SUBMITTAL DATE
1 1000/0 ALBEMARLE COUNTY 01/15/2020
COMMUNITY DEVELOPMENT
2
1000/0 ALBEMARLE COUNTY 03/27/2020
COMMUNITY DEVELOPMENT
SIGNATURE PANEL:
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
TH Op�
0020020 2�
DANIEL C. HYER 9
LLC. No. 45596,
!OVAL
APPROVED DCH
SUBMISSIONI Nl' 2
PROJECI 1910500
T H E W 0 R h u
L I N E + G R A D E
VICINITY MAP ;� LOCATION MAP N Approved for ARB 7/24/20 mmm SCALE: 1" = 20,000' �J SCALE: 1" = 500' C0.0
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
w
0
Q
U
WATER:
RIVANNA WATER AND SEWER AUTHORITY
uj
STORM SEWER:
ALBEMARLE COUNTY SERVICE AUTHORITY
SANITARY SEWER:
RIVANNA WATER AND SEWER AUTHORITY
z
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
O c-
O 80.445
1 00 S150 52' 58.69"W
15' VEP 0 EASEMENT
DB 15 PG 662 I
\ I
e o
e O
O
o
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.
mmi
z
LLJ
2i Q
Z_
0 C) �
Q LLJ cl�
O Q
�zz
0
J O
LLJ
Ld
~ <
0 LLJ
GO
OJ
Q
z
G
TH Op�
0020020 2�
DANIEL C. HYER 9
Lic. No. 45596•
IOKAL
APPROVED DCH
SUBMISSION1 NIV 2
PROJECI 1910500
T HE W OR K u
L IN E + G R AD E
OVN-,;mil OF AL@,��q� .,
DEPARTMENT of PLANNING and COMMI DEVELOPMENT
401 McIntire Road., '
Charlottesville, VA 229Gl'4596
804-296-5823
March '26, 1984
R• Di Trade Aui.lder, Incorporated
1495 East Rio Road
Charlottesville, Virginia 22901
Re. ZMA-04�-6 -R. -D, Wade Builder, incorporated
Dear Sim:
The Albemarle- County Board of Supervisors, at its meeting
Of March'210 1984, approved your above -referenced rezoning
request; suh -ect to the two attached proffers. Therefore,
the. 1:.16 acres contained in County Tax Map.61, part of
Parcel 124C,.are rezoned from R7-10.Res.idential to CO
Commercial. Office,
zf you should have any questions concerning this action,
please, contact Mr. Ronald S. Keeler, Chief of Planning
Division,, at 296-5823,
S3nce.tely,
•hawk
Stuaktt :B. Richard
Depai:tment:. of Planning and Community Development
s'lr
Attachment
a
PL: NN94Gr ID
BY.a'
R.D.WADEBUILDER,INC. + 1495EASTRIOROAD • P.O:BOX1288 • CHARLOTTE,SVILLE.VA22902 (804)973-7841 - RD.WADEBUII,DER.INC. • 1495EASTRIOROAD • P.O.BOX1288 • CHARI.OTTESVII.LE;VA22902 • (804)973-7841
March 6, 198.4
Mr. Ronald S. Keeler
Chief of Planning
Department of Planning and
Community.Development
County of. Albemarle
401 McIntire Road
Charlottesville, Virginia 22901
RE: ZMA-844 REZONING REQUEST
Dear Mr. Keeler:
I hereby agree that a financial institution, having 'a drive -up Window
that would. generate'unusual traffic flow, maybe excluded as a "by right"
usage of.subject property, if rezoniny.is granted.
Yours truly,
Randolph D. Wade
President
RDW/abc
Doris B. 'Garrison RANDOLPH D. WADE
Herbert T. Fischer
General Manager - President:
Property Manager
Richard M. Slosson '►4
Charles T. Lebo
Pmdnetion Manager _ 1
Sales Manager
VIRGINIA REGISTERED CONTRACTOR NO-21013
March 6, 1984
Mr. Ronald S. Keeler
Chief of Planning
Department of Rlannina and Community Development
County of Albemarle
401'Mclntire Road
Charlottesville, Virginia 22901-4596
RE: ZMA-84-6 REZONING REQUEST
Dear Mr. Keeler:
The recommendation that the area proposed for rezoning be
accessed .only From the proposed road that•is to serve the rest of
the future development is perfectly acceptable to and desired by me.
Yours truly,
Randolph D. Wade
President
ROW/abc
Doris B. Garrison
General Manager
Richard M. Slossaa
Production Manager
RANDOLPH D. WADE
President -
�°`�"�4!
..rt
Herbert T. Fischer
.. Property Manager
Charles T.. Lebo
- Sales. Manager .
VIRGRUA REGISTERED CON1TI WTOR NO.21013
0
Z
w
1N
Z
Z
U
W
z
J
CZ
G Q
Z
O/�2>
Cr Q
Z
O Z Z:)
J
O
LU
LL1 �
Q
00 Cn LU
� m
J
OQ
Z
TH Op�
0312712020 'Z (
DANIEL C. HYER
Iic. No.45596.
'10NAL BX
APPROVED DCH
SUBMISSION NO. 2
PROJECT 1910500
T H E W 0 R K O F
L I N E + G R A D E
CO...2
STORM DRAINAGE STRUCTURES
NO.
TYPE
L
TOP
INV. IN
1.
DI-3A
2.5
516.0
2.
DI-6B
6
618.61
613.0
2.
01-3A
2.3
516.60
610.0
4.
DI-33
14
$13.66
508.66
1
ti �
INV. OUT
$14.0
812.90
509.9
E06.4E
SCHEDULE OF LAND''SCAPE MATERIALS & CANOPY COMPUTATIONS
•.,, Mor 6 r•a• r 24 f 2 KEY BOTANICAL 6 MIN. CALIPER TOTAL HEIGHT TOTAL WIDTH AREA OF QUANTITY TOTAL AREA
5, "on Bon* NA COMMON NAME IN 10 YEARS IN 10 YEAR$ CANOPY OF CANOPY
Use Comm♦ re o 8a ne 1 ^� OXYDENDRUM ARBOREUM 1 1/4" 18.7' 13.2 138 S.F. 6 828 S.F.
r. SOURWO.00
I SITE BENCHMAR K S
Mark on concrete at hole CE RC IS CANADENSIS 1 1/4" 24 225 396 5F 6 2376 S.F.
/ no 11 putt putt golf course r EASTERN REDBUD
% Elev 521 60 ✓
First floor of Sovran Bank CrRNUS FLORI DA 1 1/4 I9' 14 l 155 S F. 4 620 SF
Elev 52067 } FLOWERING DOGWOOD
U S G S Datu m `L
QUERCUS PHELLOS 1 3/431 22 3 80S.F. 5 1900 S.F.
WILLOW OAK
I L E x CORNUTA IB-308 7. 8' 48 S. F. 45 2 1 6 0
`/- O B U F O R D H O L L Y _��.--•-r!r
T. M. 61 Parcel /24 £/
Wow, L F
Zonr n4 H C _-
/ / lg" E / ' NOTE : STREET TREES SHOWN ON EAST SIDE OF RID
N 27017'18'E use Mifild' Lre Golf Co..ler 1 N18a32 �J' EAST COURT ARE FOR LONG RANGE PLANNING
3 D / PURPOSES ONLY AND ARE NOT A PART OF THIS
SITE PLAN.
�- 3 F• _ a - --- — /� _•�� Exist Drive woy to be removed
d
e/ t !. t 7•r _ . r •etc^/ ` \\ !l /
I— 24 ! �/ - T 2 Loading Spaces - Uumns•er\\: 1 I JI %
i t :Light Pole / / T - ..y r'aa ;. •♦♦news .. \ Light
9 i // /2 * 25 \ n.pr Sotr4 j Pole I I p
~ 4R , Tel Line s
/lam T / / . + t r u .•, y / sr 7
t_ en, e
O ;/r7 I l hry
/ tmoved - / \
c O o bV be to// ,re v n 3 5 �~ /• I /, / 0 r. /tt r • / 1 /
Ilk
I e \ h r23R/' /W /
• n / i f \ Bldg'
Light o e ! / O • 5er rice Boy E*,sr r•t
• \1 1 - ` re ' emo wert
e / q v
4, O / 4 / o I r / 5 R/ t• o r /
h
It
It 110,
0 / BId9
I Service Bop, h / Etlst /
oved11
o It 5,R ry ,.p / -- - - / / _ �.� % be rem /
r r. t y,P -- �4 / 10
I ��a iae / .r Jr,. CG.t2
.01
//
f / '/ / oA \J soar-z e
V Y/ 3 Spors I l I / r t
Light / 5
P„ , / �.
e520 l /r
5 R eedl
POrlmenl Motl r,�,//" �i� t�Or1+IOOt eb /`• �, / / / m
• I h \s /
5•R .M n I Yp Bose �Ynrer, of ry \` E1 De /�' h I �/ / /
b A /65 rbs Trpe SM2A Asphp/I `j _ L fa r „ i' / / / \x / / / // i/ // �0
% 519 . / / 5
3'R ---- I / �� \ I R t ' I /'�' 5,�� •'� 30 8ui/din Setback Liner__
r r._- / —r 1 - i I 1 ,�l 1_ 20 San. - Sewer £asytnenl
/3. 34
1 t 1 J5 r-s 21 l s 1 1 � / .iR / - ��
�g23oOj 42 E /III S o c e s t)L \ 11 1 `\ �P I / I r / / // 8 �P VC S a n. �S offer
See Road Plan B Profile
p ^/ Spaeet 9 e1/8'(t For Continuation
r 4 C aDh! \ \ I `yhr \\ Po h ire, elt� (` �V[' //i A i / �186 % 4 84
lroJJVe r-4 p•p .- IrB ,_-- P •wteir+•o/�n�'a ati \ I % / /
iva '9CPS ' roi _Wale,
'R P 156 � • t • Iar
ee R
/ .i.�i �- • '!',...� i, {'. ,' :.�: . il,. t. i•-... :J'': ,'' ';i�-. t,
CG /I £orient♦ ` i
.` ::'/i -C4-./ \ I cG.., ; \ \,..:j: /./. /%.: /... ���U�/L�TY PLANS"FORREFER TO THE IAL/NAL L ROAD
8
/ / / _ _ ' '� 'Z Z75 •to i \ \, \\ \ \ \ \ \ \ I // / CONSTRUCT/ON DETAILS.
/ /�JOo._„ \ \ \ R'/ \EAST i/C/ OU, T
4 \ \ \ \ h 4 \ \ \ \ \ \\ \ \ \ ` l 18"RCP
a 3 0 ` \ \ j\ \ \ \\ \ \ \ \ \ \ �T \ 202 '&3. 02 %
A i �- �i�,,.• �! -- - -----,-�-- ,., ' .' � • ace Road P/an B Prof / e
v ' / t__ l •, - \ 4. \ For Continuation
Fire_ - - - +-\ .•• �' le "RCP Pipe io be bu%kneaded so they, con\
\?��• y /� / r.4.' -'Hydron / S`(� 8' /.O% \ 1 I \ C \ (Fr\be opened toter \ \ \ \
W\ter/in \ \ \ \ \ \ \ \ \ \ \ \ \
oc. - h' ✓ \ Errs Bldg \ 20'WI de\ WaI0r\/rOf E0\0 m� n t\ \ \ \\ \ \ \ \ \\ \ \ \ \
mars \\ \ \ I \ \ CROSS SEC T / O N - R10 EAST COU R T
0 /' 'Exist Driveway
530 / to be removed
833, \ter r 1`I \ \ o \ \ \ \
6' 6" walk
Class A a slob e, I/4 •'per ft � \\ \` \` \` \ S I T E PLAN AMEN D M ENT
\ \ '�
Concrete \ 1 2"
\Lt� \
j2R LIGHT POLE LOCATION
/� � ��'r'+•`-".•`•'--��t;„-�. 'r� -e Top of finished To.r Mop 6/ Porce/ /24 A
�n• �Da VIng slope s \
Compacted fill or :t
undisturbed eortIt
8
T Y P I C A L S E C T 1 0 N
S I D E W A L K
Encore Investors Ltd Par In er s nip
Z o n, n p C O
Use Re s,d en t,o/
PLAN PREPARED MY:
B. AUBREY HUFFMAN & ASSOCIATES, LTD.
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
CHARLOTTESVILLE VIRGINIA
APPROVED SITE PLAN SDP199700091
C031
PLAN SCALE / "- 20
• C V C C T AI T1 01
w
0
Q
iI I I // / / / / \ \ \ 1 DEMO AND ESC LEGEND L.L
' T. M. 6/ PARCEL /24El ` 1 (S SAFETY FENCE
/ 4 / T. M. 6/ PARCEL /24E2 MAKIKA PROt'ET TR/ES, LLC \
l SO BANK N A I I TP TREE PROTECTION
ZONING • HC \ I
ZONING: HC / USE: MINIA TURF GOLF
USE: COMMERC/AL BAND( COURSE I I L✓ LIMITS OF DISTURBANCE
30" OqK CURB INLET PROTECTION
0 � S 12'5148"W 23.00'
— — CHAINLINK y LIMITS
SURVE �� SAWCUT
_ FENC p� REMOVE AND RELOCATELu
/ / 0 S21 °3633"W 270.2T o o f "_ EX. DUMPSTER AREA LIMITS OF GENERAL DEMOLITION
SEE PROPOSED PLAN
E SAF 332 LF
/ �pC 36 LIMITS OF PAVEMENT PATCH
O / I REMOVE EXISTING AS WAL BW.52. 06 - -- LOD �'�}� x
/ I / PAVING AND REPLACE WITH L����.1 _�� I TW.-5/9.49 X
—�l_�1'F �.'�'T REMOVE TREE
PROPOSED GROUND COVER N BW.�S/7 09 \\� —
PERMANENT SEEDING ON
ALL DISTURBED AREAS
I l T.M. 6/ PARCEL /24 C
° / JKINVESTMENTSLLC PROTECT EXISTING
l ZONING: PDMC BUILDING
USE- OFFICES; NEWS STA T/ON a T. M. 6/ PARCEL /24B/
/ OB 4563 PG 344 y EXISTING LIGHT l LINUS REAL TY LLC
/l OB /57/ PG 562-566 TO BE REMOVED - REMOVE EX. TREES
ZONING: PDMC
l
-=� LOD USE. LAW OFFICES OB /554 PG /75—/77 --� i' I
/ ONCRETEAT
l_o i9OOR'521.95 ��b1, ' LOD I
I�
/ h
APPROXIMATE LOCATION OF RWSA
/\ 18" Cl WATERLINEAND EASEMENT,
REFER TO DB 2744 PG 413
L=971.64, R=3f3.62 �A
S 17°23'1
I � \
\DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN
1" = 20': 0 20 40
TOP.�S/7.53
INV. /N.•5/0.96
INV. /N.�S/4.00
INV. /N.•5/0.9
DEMOLISH EX. CURBVV. OUT• 0.J
S—tlUiLl
Ear � OF i"ELSiRVCiuPES
(SEE NOiE II)
I Yv: oia. va URB BOX
DUMPS ER
PAD
h
SAN/TA 8,-P
/7ANHOL
- -- ---------------
/ /N. g,//.09
/ V l 0 OAK
T.-5/0.65
s,
P
CURB BOX
OP.•5/4.86
NV //V.509.62 SE
N . /N509.64 NW /�/
n//T•S/)O may; /I
LLJ
2 Q
Z_
0 � �
Q LLJ
Q H
zz
O
� J O
Lu
�LLJ
M~<
W Lu
m
OJ
Q
z
ta
Z
uj
uj
z
Z
uj
Q
0
0
LLJ
U
LLJ
z
0
z
0
U
C�
z
X
Lu
TH Op�
03� 0020 2�
DANIEL C. HYER 9
Lic. N0. 45596,
IOKAL
APPROVED DCH
SUBMISSION1 Ni' 2
PROJECI 1910500
T HE W OR K u
L IN E + G R AD 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 _
SAFETY FENCE QUICK REFERENCE FOR ALL REGIONS Q
tL
ISOMETRIC UJ
` z
��. ..� VDOT // 2x4 15
® AGGREGATE ANCHOR
■�� ���
UJ
1
/J
O
1
o
TABLE 3.32-D
FILTER FABRIC (REVISED JUNE 2003)
Al t`?':i. _.,- " .'' c'' =" PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA
..:.., ,::.:r:r=:':;•.:...........< :. -... .... ,._ .:.:....:.. ,.:,: WIRE MESH
2x4 WEIR
2x4 SPACER
SAND BAG OR
PERSPECTIVE VIEW ALTERNATE WEIGHT 2" ASPHALTIC CONCRETE,—
VDOT SM-9.5, SURFACE COURSE
2'-0" MIN. LENGTH
SAW CUT 2' FROM
OF 2x4 FACE OF CURB
r•; .,aM [fib a n»- STD. —
�. FILTER CLOTH
_ 2"X4"WEIR
VDOT AGGREGATE
ND.1� i
r /^,
'0
2x4 SPACER \/ /
/ \ \O /
6 WIRE MESH 6" DENSE GRADED
�^�^ ✓ pL.�r / (SAME AS FOR AGGREGATE BASE / / O \\
wr>cx To '!!' "� ,p "Al\\ \ \ ° SILT FENCE O O \ W
Wral
I, \ \ \ ) COURSE, VDOT 21A
YET.L W w/SS.i •='� EROU10 11E O/
5' MIN. H MAX N \\/�\\�/ NLETTOPIPE 0
PERSPECTIVE VIEW PERSPECTIVE VIEW \/\\/\\ COMPACTED J
PLASTIC FENCE METAL FENCE O
SECTION \\\\\ SUBGRADE BASE AGGREGATE N
Source: Adapted from Conwed Plastics and Plate 3.01-1
VDOT Road and Bridge Standards O
1 3.01-1 SAFETY FENCE 2 CURB INLET PROTECTION 3 MINIMUM PAVEMENT PATCH 4 SEEDING SCHEDULES w
O O O O �¢ z
oo� w
zF5 2i
02 0
�z� n
O Jo 06
a- LU
�wE z
��< O
moo¢ Cl)
z_ w
0
z
Q
z
O
F_
J
O
2
W
0
TH Op DJ��
0 ql?212020 2
D DANIEL C. HYER 9
LIC. No. 45596
A
�1ONAL BNd`
APPROVED DCH
SUBMISSION NO. 2
PROJECT 1910500
T H E W 0 R K O F
L I N E + G R A D E
C 1.1
APPLICATION
SPECIES
APPLICATION RATES
50/50 Mix of Annual Ryegrass
Sept 1-Feb. 15
(Lolium mufti-florum)&Ce2al
54100 (Ibs/acre)
(Winter) Rye (Secak 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 Ins. / 1,000 sq. R)
Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ibs. / 1,000 sq. ft.)
NOTE:
1. A soil test is necessa
SEED'
LAND USE
SPECIES
APPLICATION RATES PER ACRE
Tall Fescuer
95300%
Minimum Care Lawn
—Residential)
Perennial Ryegmss
0-5%
(Commercial or
Kentucky Bluegmssi
0-5%
Total: vs2ooTbs
High�daintenance Lawn
Tall Fescue'
Total 200-2501bs.
Tall Fescuei
1281bs.
General Slope (3:1 or less)
Red Top Grass of Creeping Red Fescue
Seasonal Nurse Cmp
21bs.
201bs.
Total: 1501bs.
Tall rescue
SOH Ins.
n
L=971.64, R=313.62
C4
S 17°23';
i
G2 SITE PLAN AMENDMENT
1" = 20': 0 20 40
6/ PARCEL /24E2
7VRAN BANK N A
ZONING: HC
COMMERCIAL BANK
T. M. 6/ PARCEL /24El I
MAKIKA PROPERTR/ES, L L C I
ZONING • HC
USE: MINIA TURF GOLF I
COURSE
\ _IS 1205148"W 23.00'�
CHAINLINK SURVEY LIMIT
F BURIED 4" DIAMETER CONDUIT
5 0 0 36 SCHEDULE 80 PVC (TYP)
li i
T.M. 6/ PARCEL I24B/
L INUS REAL TY LL C
ZONING: PDI'-IC
USE LAW OFFICES
- SEE DETAIL 1/C2.2 FOR
SATELLITE FOUNDATION SPACING
I
- SATELLITE FOUNDATION
(SEE DETAIL 1/C2.2)
SECURITY I NCE PERIMETER
LENGTH 266 LINEAR FEET
SEE DETAIL 8/C2.1
SLIDING SECURITY GATE
J URB BOX
TOP.-5/7.53
R /NV. /N•5/0. 96 5
IV. /N.-5/4.00 S
INV. /N/./S/0.9
20' ACSA SAN ARY SEWER /' V.. OUT. 0.77
All ENT
PROPOSED REFUSE DUMPSTER WITH
ENCLOSURE (SEE DETAIL 3/C2.2)
O
CURB BOX
\ nP.514.86
/NV //V.•509. 62 SE
/N . /1V•509.64 NW
� /I � �r � / �7//T•S/)O may;
SHEET NOTES:
1. SATELLITE DISHES CAN ONLY RECEIVE TRANSMISSION SIGNALS.
BROADCASTING IS NOT PERMITTED.
uj ta
Z
uj
z
z
uj
ca
W
z
J
F-
w
z
2Q
W
Z
Z_
C
Q
W
0
O
�zz
Q
LZLJ
�
_0
J
O
0-
LLI
z
H
<
J
00
LLI
0
m
Q
W
z
�
TH Op--vt
000020 2�
DANIEL C. HYER 9
Lic. N0. 45596,
IOKAL
APPROVED DCH
SUBMISSION1 N1' 2
PROJECI 1910500
T H E W 0 R h u
L I N E + G R A D E
C200
B
A
PERMISSIBLE
CONSTRUCTION # 8" LONG o 12" C-C
W®-■,�
B
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
8'-0" Min.
4'-0" Min.
BACK OF CURB 12`1 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) REOUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION.
3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING.
4. DIAGONAL PLACEMENT IS NOT PERMITTED.
TYPICAL DESIGN
=u=
Sul _ 1
-Th_ n'nnTiop<
'irii=Tl5i=u7`
TYPE A
WITH BUFFER STRIP
EXAMPLE INSTALLATION METHODS -
SEE PLANS FOR LAYOUT
CC-12
II II TYPICAL PLACEMENT
TYPICAL PLACEMENT AT INTERSECTION
AT INTERSECTION WITHIN CROSSWALK
WITHIN CROSSWALK (WITH BUFFER STRIP)
SPECIFICATION A COPY OF THE ORIDETECTABLEDRAWARNINGN TSUERFACE XVDOT
REFERENCE �`�` 12
ROAD AND BRIDGE STANDARDS
105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5
502
504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 1 204.02
ill \�/IIIC f1/.II.ITCII'I']IPE
J 1\
TYPICAL PARKING SPACE
RIGID SURFACE FINISHED GRADE
(WHERE APPLICABLE,
SEE NOTE 1 BELOW)
5' (UNLESS OTHERWISE NOTED)
F- 2% CROSS SLOPE (SLOPED TO DRAIN)
1=
_ I III I -III -II
6" X 6" W2.9 X W2.9 W.W.F. CENTERED IN CONCRETE
ril
MIN. 4" THICK, 3000 PSI CONCRETEII-II I IIIIIII10 I -IIII 1I-I 4" VDOT 21A STONE BASE =I- 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.
OCG-12A O SIDEWALK
HANDICAP
PARKING SYMBOL
HANDICAP PARKING SIGN
IVEMENT EDGE
1'
RESERVED
PARKING
N
PENALTY
$100$500 FINE
TOWAWAYZONE
En VAN
o ACCESSIBLE
VAN PLACARD
5' MIN. TO (WHERE APPLICABLE)
FINISHED GRADE
HANDICAP PARKING SIGN
PAHANDICAP
RKING SIGN_
�- ADA PATH
� 8 5 EE
PLAN 81-4— 8'-4— 8' -1
SINGLE HANDICAP SPACE ZJACENT 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
0
3" VDOT BM-25A
ASPHALT CONIC. BASE
OVER PRIME COAT
PRIME
COAT]
2" VDOT SM-9.A
BIT. CONC.
r-TACK COAT
COMPACTED SUBGRADEJ L-8" VDOT 21A/21B,
TYPE 1 AGGREGATE BASE
ISUBGRADE STABILIZATION
GEOTEXTILE
FULL -DEPTH PAVEMENT SECTION
O
7.1
1" ROUNDING
OF CONCRETE
SLOPE TO
DRAIN
i
NOTES)
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
(ALONG FACE OF CURB) WILL BE PAID FOR AS
RADIAL CURB.
4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
3" (21" DEPTH)IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE, THE DEPTH IS TO BE IS" AS SHOWN. a
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH. o
5. CG-2 IS TO BE USED ON ROADWAYS MEETING z
THE REQUIREMENTS FOR CG-6 AS SHOWN IN w
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, Iwn
IN THE SECTION ON GS URBAN STANDARDS.
RADIUS
D. o
F ;.
D.; • D. SURFI
e•, ; ,;e•. BASE
—SU�BBI
s" I
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
'10ENCE STANDARD 6" CURB
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
0
CG-2
6" x 7'-6" LONG
SCHEDULE 80 STEEL
PIPE FILLED WITH
CONCRETE. HOT DIPPED
GALVANIZED AND PAINTED
BLACK. PROVIDE POSTS
AS INDICATED ON PLAN.
1.5' DIA.
TYPE I BOLLARD
POURED CONCRETE
(3,500 P.S.I.)
EXPANSION
JOINT (TYP)
#5 BAR, 12" LONG
THROUGH PIPE
O
4"
R
CG-2
SURFACE
BASE
SUBBASE
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF 1
201.01
a.
4
o -
..a
d;
a
v
G
a
p
Q:
e
�
SPECIFICATION:
HORTZ.ONTAI. BARS:1 1/2'*1 1%2'*16 GA GALVANTZ.F.D STEEL
VERTICAL BARS:3/4'*3/4'*18GA SA. GALVANIZED STEEL 'TUBE
POST:2'*2'*96'*16GA SQ.GALVANIZED STEEL TUBE
FINISH:ELECTROPHORETIC COATING (POWDER COATED)
SECURITY FENCE
W
z
J
w¢
oz
Oz�
o2 >
QrQ�7_
Z
O z �
J
O
LL1
LL.I c�
G
U) LLJ
LL m
J
C Q
z
ta
z✓
ii
W
uj
jZ
V
Z
uj
Q
uj
0
LLJ
►:lI
TH Op�
03�271?020 Z
DANIEL C. HYER Y
LIC. N0. 45596„
ZIONAL SN
APPROVED DCH
SUBMISSION NO. 2
PROJECT 1910500
T H E W 0 R K O F
L I N E + G R A D E
C2ml
O.D.
6 5/8" O.D. PIPE
RADE
JTI-TWIST
[BAR
5'MIN. 13'�
6' I SECTION A - A
ANTI -TWIST REBAR
5/8" DIAM. X 18" 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.
31 4. GROUND THE ANTENNA TO MEET
I� APPLICABLE LOCAL CODES.
IN -GROUND MAST FOUNDATION
R643 [25.31 R618 [24.3]
DOOR SWING _ DOOR SWING
TYP — TYP
350 [13.811
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
BOTH SIDES
2059 [81.1]
Il
241 [9.5] R
a
A DIM X
C.O.G.
111 653 [25.7] Q 3250 (128.0
U
1/1 1
REV A WINDCHILL VERSION A.1
AIR INTME
AIR INTAKE
DIM Y
C.O.G.
L11:71k'1109d
FOR ALL STUB -UP, WEIGHT, AND C.O.G. DETAILS, SEE
CORRESPONDING OPEN SET DRAWING PER UNIT CONFIGURATION
1371 [54.0]
OVERALL WIDTH
f
DIM Z
C.O.G.
1234 [48.61
2128 [83.81 L3/U [93.3]
OVERALL
HEIGHT
TITLE
DRAWING CREATED FROM PRO/ENGINEER DIMENSIONS ARE IN MILLIMETERS [INCHES] L2A ENCLOSURE
3D FILE. ECO MODIFICATION TO BE
APPLIED TO SOLID MODEL ONLY. 314.2L
60HZ: SG150/PG135, SG175/PG158, SG200/PG180
POWER SYSTEM O�S WE CO� OF WE DRNSNG
„mom SPP EO NCONFIOENCEAN M BEUBEOFOR 50HZ: SG120/PG108 SG140/PG126 SG160/PG144
o���Q��lQ�ao� oc��a�a�c� ANYPURPJSEOTNRTRW pRMOR88UPNEDWRKK!
WE ENPREBBNWTIENCONBF OFBENERACMVERBVaIEEB. ISSUE DATE: 11/26/14
� ®oEra:RAcvavERavaiENe mla
ELECTRONICALLY APPROVED sIBZE CAGE NO DWG NO OL0467C REV
INSIDE WINDCHILL SCALE 0.030 1 V1,i ISHEET 1 Of 1
4 3 2 1
GENERATOR SPECIFICATIONS
0
0
r.
r.
12'
6' 6'
1.5' 3' 3' 31.5'
a a G
p 9 4 J
p 4 �
p.
4 a p (4) 6" 0 BOLLARDS
° d SIM. TO BOLLARD v
p DETAIL 7/C6.0 a a d
Q p
7/C2.1
p
d
d
p
Q
d
.
Q ..
4
d
p
d.
d
p
pd
p
'I
II
4 �
4 d 4
p Ll d
Q d.
p a
d
p
p :p
p
p. d d.
p
v ° �
p
d °
d d 4
d,
4 p
p
d d
p d,
p p 4 d d
p
d p.
4 Q p p
p d d d
p
p d e
a
p
WOODENv
vGATE 6' HIGH G ° p.
d
d.
d v
p
d p d
a p.
d d p
.. .4. d. d
Q p
p a ,
d p v
d d p
4•
p d v. d d
p d d
p
p. p
d Q a d a a ..
p 4 d a
.p. Q .p d d
p d
p
d d p p 4
° In. 16
d v 4 4
OCONCRETE DUMPSTER PAD
1"=2': 0 2 4
WOODEN BOARD
DUMPSTER ENCLOSURE
SHALL EXTEND 6'-0" ABOVE
EXISTING GROUND SURFACE
8" THICK REINFORCED
CONCRETE PAD
(POUR CONTINUOUS
WITH GENERATOR PAD)
Lu ta
z
1u
Z
Z
1
(D
W
z
J
F—
Z
(n
LLI
J
Q
z
E5
F—
LLJW
0
Q
Qr
a
�
OQ
o
1
U
Lu
U_
~
<
LL
00
U)m
U
O
W
¢
z
/)
TH Op �J
000020 Z
DANIEL C. HYER 9
LIC. N0. 45596E
ZIONAL SN
APPROVED DCH
SUBMISSION NO. 2
PROJECT 1910500
T H E W 0 R K O F
L I N E + G R A D E
C2m2
/ T. M. 6/ PARCEL /24E2 I
I / l SOVRAN BANK N A
ZONING: HC
USE: COMMERCIAL BANK l
CURRENT:(1) CHERRY l 30" OAi(
v ORIG. PROP: NONE
i
�° S21 °W
3653"270.2T
° v
E o
WAL / BW 5 06
CURB CUT
CURRENT:(3) UNIDENTIFIED SHRUB (30
T.M. 6/1DARCEL /24C I------
ORIG. PROP: (2) BUFORD HOLLY ✓K INVESTMENTS LL C
/ l ° ZONING: PDMC - —
CURRENT: NONE
USE.- OFFICES; NEWS STA TION s
ORIG. PROP: (1) BRADFORD PEAR'
R ! � DB 4563 PG J44
CURRENT:(4) CHERRY LAUREL / DB /57/ PG 562-566
ORIG. PROP: (6) BUFORD HOLLY / DS /554 PG I75-177 CURRENT: REMOVE TREED a "1
CURRENT: (1) DOGWOOD I /� / ORIG. PROP: (1) REDBUD 1
ORIG. PROP: (1) DOGWOOD AYCRETEAT
tpOOR-52L 95
CURRENT: (1) DOGWOOD ° CURRENT:(4) CHERRY LAUREL
ORIG. PROP: (1) BRADFORD PEAR 4 / CURRENT: (6) 00
ORIG. PROP: (1) EASTERN REDBUD
CURRENT:(8)CHERRY LAUREL
/ ORIG. PROP: (6) BUFORD HOLLY 114 ° ° _ _ _ _ _ _ _
CURRENT: (1) WILLOW OAK O BENCHMgR(a' tE /�p
ORIG. PROP: NONE :o f7 a +.12LS8 `g +52L88 - T-5 1-5 ° 1
• EX 6 ' SIDEWAL �' 15 1
ELEV. 19.4,5 it1
CURRENT: (1) DOGWOOD y ° / STC I °
ORIG. PROP: (1) DOGWOOD ° / N ° ° ° ° _ ° ° 1
CURRENT:(7) CHERRY (LAUREL / CURRENT: (1) REDBUD I ° ° ° ° ° 1
ORIG. PROP: (6) BUFORD HOLLY
° ORIG. PROP: (1) REDBUD ° °
II / / (/7 \ ° CURRENT: (1) REDBUD S """"���✓
CURRENT: (1) WILLOW OAK ORIG. PROP: (1) REDBUD CURRENT: (1) DOGWOOD
ORIG. PROP: (1) WILLOW OAK 7 _ _ +520. /0 ORIG. PROP: (1) DOGWOOD +
G4 � _ (I IRRFNT• !41 WII I OW(lAK 520.
S 17°2377"W 15.33' L MIJ. t-KUt-: (l) WIL.LUW UAK
r i11 r . _a, - O
S5002851"E 3.4K7' �y °
/ S-2 (T
/ 0, .T Y
°° °°
rPWAM
N2003570"E 2f4,67
CURRENT: (6) UNIDENTIFIABLE
/ ORIG. PROP: (7) BUFORD HOLLY
CURRENT: (4) HYDRANGEAS \ CURB B X
— / ORIG. PROP: (5) BUFORD HOLLY TOP.5/9. I
4 \ /NV. IN.•5 .
/ l R10 EAS7� OUR (S4 1562),
/ 50' W ROAD EASEMENT z
/ B /57/ PG 562 \ ' CURRENT: (1) SOURWOOD -
/ \ _ ORIG. PROP: (1) SOURWOOD
CURRENT: (5) HYDRANGEA
\ — — ORIG. PROP: NON
2 LANDSCAPE PLAN
1" = 20': 0 20 40
LANDSAPE LEGEND:
STREET TREES PLANTING STRIP (4,409 SF)
MANAGED TURF (24,171 SF)
INTERIOR PLANTING AREA (8,189 SF)
T.M. 6......___ ._ ._.
MAKIKA PRO,"ERTR/ES, LLC I
ZONING • HC
USE: MINIA TORE GOLF I
COURSE
\ _I_S 12'5148"W 23.00'�
B' CyAINLINK SURVEY LlMIT� 4,j
_ FENCE--
TW.-5I9. 4 9
I BW.-5/7 09
(I z
T M. 6/ PARCEL I24B/
L INUS REAL TY LL C
ZONING: PDMC
USE.- LAW OFFICES
CURRENT: REMOVE TREED
ORIG. PROP: (1) REDBUD
/8.08 URB BOX
TOP.-5/7.53
DUMPS ER INV. IN.•5/0. 96 5
PAD INV. IN.-5I4. 00 S
/AA/ in/.5I0.9
CURRENT: (1) REDBUD YT• 0.77
ORIG. PROP: (1) WILLOW OAK
II °E
CURB BOX
OP.S/4.86
NV //V.•509. 62 SE
N . IIV.•509.64 NW
n//T•5/)O "y;
CURRENT: (1) REDBUD
ORIG. PROP: (1) WILLOW OAK
ORIGINAL VS. EXISTING PLANTING SUMMARY
Approved Sire Plan (SDP 199700091) Landscape Materials
Original
Parking
Street
Total Quantity
Area of Canopy
Bonus
Key
Botanical Name
Common Name
Currently on
t
Total Canopy Area
Quantity
Trees
Trees
(pertree)
Factor
Site
T-1
Oxydendrum Arboreum
Sourwood
6
0
3
3
138SF
1.2S
518 SF
T-2
Cercis Canadensis
Eastern Redbud
6
3
0
3
396SF
1.2S
1,48S SF
T-3
Comus Florida
Flowering Dogwood
4
4
2
6
15S SF
1.2S
1,163 SF
T-4
Quercus Phellos
Willow Oak
S
0
3
3
380 SF
1.2S
1,42S SF
Total Preserved Canopy Area
4,S90SF
Additional Species to be Planted for Conformance with Original Site Plan or Current Requirements
Screening
Parking
Street
Proposed
Area of Canopy
Key
Botanical Name
Common Name
Tree/Shrub
Trees
Trees
Quantity
(pertree )i
Total Canopy Area
T-1
Oxydendrum Arboreum
Sourwood
0
0
0
138SF
OSF
T-2
Cercis Canadensis
Eastern Redbud
2
1
3
396SF
1,1885F
T-3
Comus Florida
Floweri ng Dogwood
2
2
4
15S SF
620SF
T-4
Quercus Phellos
Willow Oak
0
1
1
380SF
380SF
T-S
Cupressocyparis Leylandii Leyland Cyprus
8
8
-
-
S-1
Ilex Cornuta
Buford Holly
8
8
S-2
Carex Pendula
Carex Grass
20
20
Total Provided Canopy Area
2,188 SF
Total Preserved+ Provided Canopy Area
6,778SF
Notes
1-The Calculated Canopy Area is what will be used as the basis of estimating preserved caonpy areas, below
CANOPY COVER CALCULATIONS
Parcel Area:
1.214
AC
S2,867
SF
Site Use:
Commercial
Minimum Percent Coverage:
10%
Per32.7.9.8(a)1
Canopy Area Required:
S,287
SF
Canopy Area Provided (see above):
6,778 SF
SF
Therefore Criteria Satisfied
PARKING AREA LANDSCAPING CALCULATIONS
w
0
Q
U
W
z
J
Parki ng and Drive Aisl a Area: O.SO3
21,909
Mini mu m Percent Cove rage: S%
AC
SF
Per32.7.9.6(a)
Planting Area Required: 1,095
SF
Preserved Parking Area Tree Canopy (From above)
Botanical Name Common Name
Quantity Area Bonus
Canopy Area
Cercls Canadensis Eastern Redbud
3 396SF 1.2S
1,48S SF
Comus Florida Floweri ng Dogwood
4 1SS SF 1.2S
77S SF
Existing Parking Canopy Area
2,260 SF
Proposed Parking Area Tree Canopy (From above)
Growth
Total year
Botanical Name Common Name
Quantity Height of 10
height
height0
years
Cercls Canadensis Eastern Redbud
1 396SF 1.2S
49S SF
Comus Florida Flowed ng Dogwood
2 1SS SF 1.2S
388SF
Proposed Parking Canopy Area
883 SF
Total Parking Canopy Area
3, 143 SF
Therefore Criteria Satisfied
z
LIJ
STREET TREES
C)
Q1
0
Frontage on Rio Road Right of Way 153
ft
Q
LJJ
�_
J
C)
>
Req uired Street Trees: 3
Large Street Trees
-or-
Q
W
4
Medium Street Trees
7
z
c—
O
Q
C
Existing Street Trees 2
Large Street Trees
J
U
U
-and-
1
Medi u m Street Trees
LLI
J
!/'1
v,
Required (Additional Trees) 1
Large Street Tree
Ld
Q
Provided (Additional Trees) 1
Willow Oak
M
;^
00
v/
W
Frontage on Rio East Court Right of V 323
ft
DO
Q
J
J
O
Q
Required Street Trees: 6
Large Street Trees
z
-or-
8
Medi u in Street Trees
Existing Street Trees: 1
Large Street Trees
4
Medium Street Trees
Required (Additional Trees) 4
Medi u m Street Trees
Provided (Additional Trees) 4
Medium Street Trees (2 Redbud, 2 Dogwood)
SCREENING
ELEMENT TO BE SCREENED
CITY Screening Material
Refuse Area
2
Leyland Cyprus (Evergreen Dense Shrub)
Opaque Wooden Fence
Satellite Dishes
6
Leyland Cyprus (Evergreen
Dense Shrub)
Metal Security Fence
Parking Lot
Existing
8
Mature Shrubbery, Varios
Buford Holly (per original site plan)
PATH Op
20
CarrexGrassOn
000020 2
O
D DANIEL C. HYER 9
PLANTING
SCHEDULE
LIC. NO.45596
A
Key
T-2
Botanical Name Common Name
Cercis Canadensis Eastern Redbud
Quantity Units
3 EA
Min. Nursery Condition Spacing
1-1/2" Cal.
�`t�4'
SIONAL E�
T-3
Comus Florida
Floweri ng Dogwood
4 EA
1-1/2" Cal.
T-4
Quercus Phellos
Willow Oak
1 EA
1-1/2" Cal.
APPROVED DCH
T-S Cupressocypars Leylandii Leyland Cyprus 8 EA 8'-10'Height
S-1
Ikx Cornuta
Buford Holly
8 EA
12" #3 Cont. Vo.c.
SUBMISSIO^I N11 'Z
S-2 Carex Pendula Carex Grass 20 EA 1Gal. #3 Cont. 2.S'o.c.
PROJECI 1910500
T H E W 0 R K 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
04
••
w
0
Q
U
W
Z
F—
w¢
� z
Z 0
w
Q �
Z z
J 0U
LU
LLJ it
F-Q
FnLU
�m
J
OQ
Z
I►
ta
Z
UJ
UJ
Z
Z
UJ
UJ
0
TH Op�
000020 Z
DANIFL C. HYER 9
Lic. N0. 45596,
'10NAL BX
APPROVED DCH
SUBMISSION NO. 2
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
61 PARCEL /24E2
7VRAN BANK N A
ZONING: HC
COMMERCIAL BANK
L=971.64, R=313.62
C4
S 17°23'1
T. M. 6/ PARCEL /24EI I
MAKIKA PROoERTR/ES, LLC I
ZONING • HC
USE: MINIA TURF GOLF I
COURSE
\ _IS 12'5148"W 23.00'�
g' CHAINLINK SURVEY LIMIT
FENCE --
CURB BOX
\ n OP.514.86
/NV //V.•509. 62 SE
/N . /1V509.64 NW
011T
0 MATERIALS PLAN
1" = 20': 0 20 40
(I Z
T. M. 6I PARCEL I24B/
L INUS REAL TY LL C
ZONING: PDMC
USE.- LAW OFFICES
URB BOX
TOP.-5/7.53
INV. /N.•5/0.96
INV. /N.-5/4.00
INV. /N.•5/0.9�
/NV. OUTS 9 ;
MATERIALS LEGEND:
ASPHALT
CONCRETE
LANDSCAPING OR GENERAL IMPERVIOUS
STRUCTURES
w
0
Q
U
W
z
z
LEI
2¢
Z_
0 � �
Q LLJ
O Q H
zz
0
� J O
w
~ <
00 cl) w
m
OJ
Q
z
ta
Z
uj
uj
z
Z
uj
TH Op--vt
000020 2�
DANIEL C. HYER 9
Lic. N0. 45596,
IOKAL
APPROVED DCH
SUBMISSION1 Nl' 2
PROJECI 1910500
T HE W OR K u
L IN E + G R AD 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.
X 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
A
LEGEND
PROPERTY LINE O RO
- - - -1000- - - CONTOUR ❑ M
g GAS LINE O TE
ohP OVERHEAD POWER QT TE
ID
���V _� `•'' u9t fo u t fo 36" OAK fo 8" TREE fo g fO CHit
FEN-C J.
u t 8 \ 1,I __111 •�•
v \ 1 •�
DRAPER ADEN ASSOCIATES REVIEW CONCRETE - - - '-D - - - D - - - - - - `~1`\ 1 -•
WA L _ - - `\ �\ 524.36+ 1 f , / / •
THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: 522.01 521.66 �� ,'��
■ TW:523.06 `\ \ ` 1 1 / / /
■ `� BW:521.90 \ \ \\\ \ I I r , / , .•
NAME: JUSTIN SIDEBOTTOM /Lf w_ 10 15 2019 ■ H r \\` \\ �`� 1, f 1 j I / /T 519.49 ■
/ / ■ 521.47 \ \ 1 I I 1 8 .517.09
SURVEY PARTY CHIEF =SIGNATURE DATE ■ cuR6 cur - \ ` I 1 1 I I 1 ■
�' `�
j
NAME: TYLER LAYMAN
cS
10/14/2019
■
SUBSURFACE UTILITY ENGINEER
SIGNATURE
DATE
1
1
■
I
NAME: DAVID JORDAN
10/14/2019
■
j
PROJECT MANAGER
SIGNATURE
DATE
■
,
/ 8' WOOD FENCE
■
+521.69 j
NAME: CHERYL STOCKTON
10/15/2019
■
QUALITY REVIEWER
SIGNATURE
DATE
■
�/
520.09
■ 521.86
r
f
j d . ///�//� /// 1 /
■ I � a
■ � p 10" REDBUD
■
■ o CONCRETE AT N
■ BAY DOOR:521.95 I /
■ < I 520.24+ /
■ Ca/ /I /
PID 06100-00-00-124CO : O ;
JK INVESTMENTS, L.L.C.
o s io go INST 2019000126777 ■ O j / BENCH
DB 4563 PG 344 ■ f / CHISEL
1 inch= 10 ft. DB 1571 PG 562-566 ■ o r / ELEV:5
DB 1554 PG 175-177 ■ o
9e /
■ a I / 15' VEPCO EASEME
■ Ln / DB 1594 PG 66:
■ O71 / /
P
o e 521.98 a 4 0 521.64
Q d.
+521.88 4 a +521.88 ... d . 41 +521.894
v
.4 17
a /
chNN Ln0
N Q
11 \\1 \ 00
4l ;1
11 11 \\ i i� l i�■ �
i 0 , I 1 1 1 1 ' li
^� �12" 0 K11 `. 1 1 11 1 ; 1■ //
W 1\ o I i II ; 111 ■ °
1 • �\ i � 1 1
r � 1
I ; 1
I �
I /
Iw ■
REDBUD \\ I I
0 11 / O■
\ 1 f Z■
z■
1 o I / / On
i I I i a■
QUARE i I I 1 d 0517.06
I I I � ■
, I ^' 1 I 1 I ■
i I' 1 � / � i ■
1 40
j ■ C
/ v f 1 ■ �
o
1 I f I
1 \ I ■
1 f 1 1
1 1 1 I
1 v 1 1
1, 0 I 1
REDBUD/
'10" REDBUD / ' e ° /
20' ACSA SANITARY SEWER
EASEMENT
// �,' / ° o ■ CENTERED ON THE AS -BUILT
N ° r -D a CENTERLINE OF THE STRUCTURES
ss ass SANITARY SEWER AND ® TELEPHONE BOX UTILITY POLE n' STCo / cge 1 ; / I Do N ■ (SEE NOTE 11)
MANHOLE �//
� -6 FIRE HYDRANT ❑E ELECTRIC TRANSFORMER / // � m
STORM LINE AND MANHOLE < ��� i I o, ■
-❑- _ ® WATER VALVE > GROUND LIGHT n'
STORM LINE AND INLET � ■+s2o.10 � s I I ■
COtV ■ +520.13 _ �20• � _ � - - APPROXIMATE LOCATION //' +518.78 O .o /'/ 1 I Q
6 WATER METER -O- LIGHT POLE ■ _-- - -- - 2CENTERED0' DRAIN EONETHET 15D8E59� PGEASEMENT
/'' O ClGciLL�' ° ° Im I `Tj O Z
- - - - - - -
UNDERGROUND CABLE TV y ■ AS -BUILT CENTERLINE ,/ CURB BOX 0,
�\ I ■ p
uge �o WELL O FIBER OPTIC PEDESTAL OF THE STRUCTURES ,/ TOP:517.53 ,� F sG2 ° I I U m
UNDERGROUND ELECTRIC (SEE NOTE 11) INV. IN:510.96 SSW
INV. IN:514.00 SW >
ugt * BENCHMARK ❑F FIBER OPTIC HANDHOLE
■
,
UNDERGROUND TELEPHONE INV. IN:510.90 NW / J '� �liG9191i� 10" REDBUD \ i _ ` . U) L.I L-
INV. OUT:510.77 /w w �iP 'S O 1
to O BOLLARD 0 GAS VENT ■ .' ¢VJ _j
UNDERGROUND FIBER OPTIC =
■ _
unk SIGN (1-POST) O GAS VALVE - �'� / o� Mae ° m /1 1 ■
UNKNOWN UTILITY / // ,,S�e ��� - J / i ■ uj W
w �� SIGN (2-POST) GAS METER e" DOGWOOD \� I ■, m
WATERLINE 8" SHAGBARK �/ �/' TD q u- /' 1 a J
HICKORY u e uge uge s /i /'! u e o d / I L L a
ASPHALT +1561.3 SPOT ELEVATION O SEWER CLEAN OUT \ / uge ge / / u e u e ^ge_ . R T (/, `L g o ss 1 ss ss
PTT77T71 \/\ / g - 02j/eLL
lr�RFgS�q! I 1 E o SANITARY
1 ■ 8" PVC / O
��/�Jy DECIDUOUS TREE ® WOOD POST / /\�/ nr! q F F T
BUILDING \ �9 V qy ' ! TOP:516.73 ■ ■ ■ ` O }
-x X-AV/EVERGREEN TREE ® METAL POST // 519.13 ---� _ qY Pq 9 - ■
�!F / '� u e I INV. OUT: 0 A z
FENCE (AS NOTED) /L 518.24 ■ 1
SHRUB GRAVEL ■ / / ` ---- T . 6" SOURWOOD '
STREAM STCO �/ `�� leer / / / ---- --- - -- �- - --- - - - - - M O
CONCRETE O STORM CLEANOUT------- \� - --------------u e/`�/�� s ��\�\��\`�\`�`\��� ----- �- _ //' `�--p-----------------= F- W U
<.---------- uge \\/\/\/\ /\ \ j/////// / \ ,/' 28' VEPCO EASEMENT\ o 12 OAK
/ REVISIONS
TREELINE F TRANSFORMER HVAC // %jG //�//�// / // �/ �/ �/ / / �\ \�t ZL03/26/2020
GUY WIRE _� / ��\�i�'`�/��J�/� /�/ // //j\ Q1rYQ/DB 1594 PG 662 _ �//.01
® OUTLET PANEL ® ELECTRIC METER �� _
15" / \/\ \ \\� - -__-_ -< / ��--------
RCPJ ____________ ESMTS ADDED/NEW OWNERSHIP
-fir v
MAILBOX _ _ t / - ■
/ .. .' 4 / 4
_ _ - - -r - - - - - - ■ / n ---- R a. _ - ■
J U I'"� ■ / I l rt ■
15" RCP CURB BOX ■ `�\\ ` S
TOP:519.51 1 ■ 10' STREET EASEMENT
! 1 `Sj I I a 7R ■
INV. IN:513.94 1
INV. OUT.,513.78 1 ■ DB 1571 PG 554 `Sly` ■
RIO EAST COURT `
■ '� \\�`. 50' WIDE ROAD EASEMENT
■ \�� `\ DB 1571 PG 562 \II I " 1 ■ DESIGNED BY:
\ I■
I ■ 1 ``\� \\\ - - - - - / ■ DRAWN BY: DAJ
/ n
II ■ - - - - - �� / ' CHECKED BY:
■- - - -T / I I .-` CAS
/ ■ // ,,. /// SCALE',
/ lti 1'. = 10'
/ ■ / ' / , ' // I I CURB BOX ° �,i : DATE. 10/10/2019
INV. IN: 509.62 SE f0 /' ■ PROJECT NUMBER:
/ ■ / / INV. IN:509.64 NW ■ 19060499-010503
/ ■ / /' / // I I INV. OUT:509.53 '
/
/ ■ / / /
/
....................................■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■ ■■■■■ ■■■■■■■■■■
zzz■■■ XO.O
SURVEY LIMITS Q 18" RCP
0
David Jordan
Lie. No. 2976
3/26/2020
9�d . S U R`)
777
EC
STCO
D FOUND
❑f
ELECTRIC BOX