HomeMy WebLinkAboutSDP202100083 Plan - Submittal (First) 2021-11-01CHARLOTTESVILLE ORTHOPAEDIC
MINOR SITE PLAN AMENDMENT (SDP2021-XXX)
ALBEMARLE, VIRGINIA
PROJECT SUMMPPY'.
PROJECT SUMMARY - 2275 Seminole Lane
OWNER: Charlottesville Orthopaedic Center
DEVELOPER: David Nielsen, DO
183 Spotnap Road, Suite C, Charlottesville, VA 22911
PARCEL: TMP45B(1)-05-OC-00400
Parcel C and Parcel 4 Residue
Legal Description: Floors Are Us
Zoned: Highway Commercial (HC)
LEGAL AREA: 1.1495 ACRES
50,072 SF
ZONING: HC Highway Commercial, EC Entrance Corridor, Managed Steep Slope Overlay, Airport Impact Area
MAGISTERIAL DISTRICT: RIO
PLANNING HISTORY: SDP198800087(Preliminary), SDP199000093 (Minor Amendment)
PROPOSED SITE PLAN AMENDMENT
BUILDINGHEIGHT: MAX HEIGHT ALLOWED=
Per24.4, 21.4 EXISTING BUILDING HEIGHT=
PROPOSED BUILDING HEIGHT=
SETBACKS: PRIMARY STREET (SEMINOLE LANE) MIN FRONT YARD=
Per4.20 PRIMARY STREET (SEMINOLE LANE) MAX FRONT YARD=
SIDE (ADJACENT TO HC) =
STRUCTURE SETBACK REAR (ADJACENTTO R1) _
PARKING SETBACK REAR (ADJACENTTO R1) =
SCREENING: HC ZONING ADJACENTTO RESIDENTIAL (REAR)
BUILDING FOOTPRINT: EXISTING BUILDING FOOTPRINT
PROPOSED ADDITIONAL FOOTPRINT
TOTAL FOOTPRINT
USES: TOTAL GROSS FLOOR AREA =
OFFICE, GENERAL(G.F.A.) =
NET FLOOR AREA (N.F.A.) =
PARKING REQUIRED: OFFICE, GENERAL: 1 SPACE PER 200SF OF NFA =
Per 4.12.6 TOTAL REQUIRED PARKING =
PerADA Std. 208 HANDICAP SPACES REQUIRED=
PARKING PROVIDED: TOTALPROVIDED=
HANDICAP PROVIDED =
TREE CANOPY COVER: 10% OF SITE AREA =
SEE LANDSCAPE PLAN FOR ADDITIONAL LANDSCAPE REQUIREMENTS
ALLOWED OR REQ'D
65 FT
22 FT
22 FT
10 FT
30 FT (N/A TO EX BLDG)
NONE REQUIRED
50 FT
20 FT
SCREENING REQUIRED
SEE LANDSCAPE PLAN
6,025 SF
0 SF
6,025 SF
9,154 SF
9,154 SF
7,323 SF
37 SPACES
37 SPACES
2 SPACE
42 SPACES
2 SPACES
5,007 SF
VICINITY MAP ; LOCATION MAP ;
SCALE: 1" = 3,000' SCALE: 1" = 500'
SHEET LIST TABLE
SHEET NUMBER
SHEET TITLE
CO.0
TITLE SHEET
C0.1
GENERAL NOTES
CO.2
GENERAL NOTES
C1.0
EXISTING CONDITIONSL PLAN
C2.0
PROPOSED SITE PLAN
C3.0
LANDSCAPE PLAN
C4.0
SPECIFIC SITE DETAILS
C4.1
LANDSCAPE DETAILS
SUBMITTAL LOG
SUBMISSION DESCRIPTION RECIPIENT
1 MSPA ALBEMARLE COUNTY
SUBMITTAL DATE
11/01/2021
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NOT FOR
CONSTRUCTION
APPROVED
SUBMISSION NO. 1
PROJECT 2110004
T H E W 0 R K O F
L I N E + G R A D E
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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 POTENTIAL
CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED.
15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY
THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE
REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE.
16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE
MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER.
17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING
MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE
MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN.
19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING
BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO
NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER.
20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE
DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER.
21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE
MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE
BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING
CLEANING.
22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST
NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS.
23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF
EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES
DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL.
MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE
ACCESS PROCEDURES WITH THE FIRE MARSHALL.
24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE
NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS.
25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR
WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER.
26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES.
27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER
AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR
OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST.
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.
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. A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN
ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD WITH VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL.
2. 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.
3. 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
4. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
5. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE.
6. 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.
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.
MISCELLANEOUS:
1. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
2. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION
PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580x131.
3. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015
VIRGINIA CONSTRUCTION CODE.
4. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED
ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
GENERAL SURVEY NOTES:
TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY BY LINCOLN SURVEYORS (04/16/2002)
BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED)
VERTICAL: NAVD-88 (GPS DERIVED)
BENCHMARKS: (SEE IMAGES ABOVE)
RIVANNA WATER & SEWER AUTHORITY (RWSA)
GENERAL WATER & SANITARY SEWER NOTES:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND
CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD
WITH RWSA PRIOR TO THE START OF ANY WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION.
5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND
THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN
PERMISSION FROM RWSA.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE
MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY
COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING
UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE
PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL
TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL
CONDITION AT NO ADDITIONAL COST TO THE OWNER.
8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM
RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING
PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE
RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE -AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A
LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES
DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN
EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE
BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE.
11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING
ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE
REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS,
FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
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APPROVED
SUBMISSInrni r\" 1
PROJECI 2110004
T H E W O R K O F
L I N E + G R A D E
PROPOSED LEGEND EXISTING
S
SANITARY CENTERLINE
S
W
WATER CENTERLINE
W
STORM SEWER
GAS
GAS LINE
GAS
UGE
UNDERGROUND POWER
UGE
ODAIYM
UNDERGROUND COMMUNICATIONS
COMM
OVHD
OVERHEAD UTILITY
01/HO
CONTOUR LINE
382
382
CURB/CURB AND GUTTER
SPILL CURB WITH TRANSITION AREA
PAVEMENT MARKING LINE
BUILDING LINE
BUILDING OVERHEAD/PROJECTION
i
WALL
TR EELI N E
v�
PROPERTY LINE
— —
— —
EASEMENT LINE
BUILDING SETBACK LINE
— — — — — — — — — — — — — — —
---------------
ROAD CENTERLINE
—
—
CHANNEL CENTERLINE
BERM CENTERLINE
— — — —
LIMITS OF DISTURBANCE
DRAINAGE DIVIDE
UTILITY POLE
ADA ACCESS PATH AND LANDING
► �► ►
DETECTABLE WARNING STRIP
!!
SIGN
T
—�
12 4
PARKING/HANDICAP PARKING COUNTER
26 3
ENTRYWAY/INGRESS/EGRESS SYMBOL
TREE
Crs
00
O
SHRUB
O+
CONCRETE
BMP
RIPRAP
ABBREVIATIONS
AC
ACRES
LVC
LENGTH OF VERTICAL CURVE
ADJ
ADJUST
MAX
MAXIMUM
APPROX
APPROXIMATE
MIN
MINIMUM
BC
BACK OF CURB
ME
MATCH EXISTING
BLDG
BUILDING
NIC
NOT IN CONTRACT
BM
BENCHMARK
N.T.S.
NOT TO SCALE
BVCS
BEGIN VERTICAL CURVE STATION
OC
ON CENTER
BVCE
BEGIN VERTICAL CURVE ELEVATION
OD
OUTSIDE DIAMETER
BW
BOTTOM OF WALL
O/S
OFFSET
CL
CENTERLINE
PC
POINT OF CURVATURE
CF
CUBIC FEET
PCC
POINT OF COMPOUND CURVATURE
CG
CURB AND GUTTER
PI
POINT OF INTERSECTION
CONIC
CONCRETE
PRC
POINT OF REVERSE CURVATURE
D OR 0
DELTA ANGLE
PROP
PROPOSED
DIA
DIAMETER
PT
POINT OF TANGENCY
EC
EDGE OF CONCRETE
PVC
POINT OF VERTICAL CURVATURE/
EG
EXISTING GRADE
POLYVINYL CHLORIDE
EL/ELEV
ELEVATION
PVI
POINT OF VERTICAL INTERSECTION
EP
EDGE OF PAVEMENT
PVT
POINT OF VERTICAL TANGENCY
EVCS
END VERTICAL CURVE STATION
R
RADIUS
EVCE
END VERTICAL CURVE ELEVATION
ROW
RIGHT-OF-WAY
EX
EXISTING
SAN
SANITARY SEWER
FG
FINISHED GRADE
SCH
SCHEDULE (PIPE WALL THICKNESS)
FIND
FOUNDATION
SD
STORM DRAIN
GRVL
GRAVEL
SF
SQUARE FEET
HC
HANDICAP
SMH
SANITARY MANHOLE
HP
HIGH POINT
STA
STATION
ID
INSIDE DIAMETER
SW
SIDEWALK
IRR
IRRIGATION
TC
TOP OF CURB
INV
INVERT
TEMP
TEMPORARY
LAT
LATERAL
THT
THROAT
LF
LINEAR FEET
TW
TOP OF WALL
LOD
LIMITS OF DISTURBANCE
TYP
TYPICAL
LP
LOW POINT
WSEL
WATER SURFACE ELEVATION
SCOPE OF WORK:
THE WORK GENERALLY CONSISTS OF PROVIDING NEW PARKING SPACES AND PLANTINGS AS A PART OF A MINOR SITE
PLAN AMENDMENT ASSOCIATED WITH A BUILDING RENOVATION.
PARCEL INFORMATION:
APPLICANT: PANTOPS/183 LLC.
183 SPOTNAP ROAD, SUITE C, CHARLOTTESVILLE,
VA 22903
ENGINEER: LINE+GRADE I CIVIL ENGINEERS
113 4TH STREET; STE 100
CHARLOTTESVILLE, VA 22902
CONTACT: DANIEL C. HYER, PE
PHONE: 434.262.0169
SURVEYOR: LINCOLN SURVEYING
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VA 22901
CONTACT: CHRISTOPHER KEAN, LS
PHONE: 434.974.1417
ADDT'L INFORMATION:
FIRE HYDRANTS: AN EXISTING FIRE HYDRANT IS WITHIN 85' OFTHE
NEAREST BUILDING CORNER.
CURRENT USE: RETAIL STORE
HORIZ. DATUM: VA STATE PLANE NORTH, NAD 83
VERT. DATUM: NAVD 88
ITE TRIP GENERATION
SITE INFORMATION:
TOTAL SURVEYED SITE AREA: 1.1495 AC (50,072 SF)
DISTURBANCE AREA: 0.2275 AC (9,908 SF)
PRE-DEV. IMPERVIOUS AREA: 0.6562 AC (28,586 SF)
POST-DEV. IMPERVIOUS AREA: 0.5542 AC (24,140 SF)
UTILITY OWNERS:
ELECTRIC: DOMINION VIRGINIA POWER
TELEPHONE: CENTURYLINK
GAS: CHARLOTTESVILLE CITY GAS
T.V. (CATV): COMCAST
WATER: CHARLOTTESVILLE CITY WATER
SANITARYSEWER: CHARLOTTESVILLE SERVICE AUTHORITY
MISS UTILITY TICKET #.: A633700753-OOA
WEEKDAY
AM PEAK HOUR
PM PEAK HOUR
Use Description
I ITE CODE
I UNITS
TRIPS/UNITJ
Qty
ADT
I PHF
In
I Out
I Total
In
I Out
I Total
General Office
1 710
1,000SFG.F.A.
11.01
1 9.15
101
1 1.49
1 2
1 12
1 14
1 2
1 12
1 14
UTILITY DEMANDS:
Water Flow (Average Daily Demand)
Average Flow Rates
Doctor's Office
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Design Unit No. of Units Flow (gpd) Total Flow (GPD)
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�f
Total Office Demand 4577 GPD
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0
Total Flow Demand
Total Office Demand 4577 GPD
Total Flow 4577 GPD
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Average Flow Per Hour = 190.71 GPH
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Peak Hour (150%Mar Hour) = 858.19 GALLONS
U)
Sewer Flow (Average Daily Flow)
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Design Unit No. of Units Flow (gpd) Total Flow (GPD)
O
Per 1000 SF 9.15 500 4577
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Total Sewer Flow 4577 GPD
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STANDARDS AND SPECIFICATIONS:
U
VDOT ROAD & BRIDGE STANDARDS, CURRENT EDITION
WORK AREA PROTECTION MANUAL (WAPM)
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
ACSA CONSTRUCTION SPECIFICATIONS
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T H E W 0 R h O F
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PROJECT 2110004
T H E W 0 R K O F
L I N E + G R A D E
MATERIALS LEGEND:
MILL AND OVERLAY AREA (15,503 SFCG-6
)
PROPOSED ASPHALT (1,497 SF)
V•. PROPOSED CONCRETE (1,368 SF) _ s
PAVEMENT/CURB DEMOLITION AREA (2,347 SF) �o
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TOP 401.50
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` a -'..' SEE DETAIL 8/C4.0 tl 40380
_-408- -
- -409 - _ _ _ _ - - EX. CURB TO BE REMOVED 5' SIDEWALK 405.09 .` A 24 NA LINE ANTCH ID GRADE STING CURB
SEE DETAIL 6/C4.0
- - - - -4/0- - - - - _ _ - 6" WHITE TYPE B
-_ \ _� _�� w.
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PARCEL C" TMP - - CO
453(I)-5-A-9 - - - - - _ _ SEE DETAIL 5/C4.0 _ vEREO WA
BEN✓AMIN D. AND - - 4 /4 - - - - - - \ \ AREA I
ROSETTA S. DlCI(ERSON -4/5 - \ \ TW = 407.50 \ \ \ REMOVE EXIST GUTTER PAN AND CURB a �,y q
D.B. 1222 P. l66 - - -4/6 - - \ \ BW = 404.50 \ IN FRONT OF DUMPSTER PAD AND GRADE REFUSE o
- _ _ _ \ \ \ \ VDOT CG-2 CURB DUMPSTER PAD STRAIGHT TO EP LINE
D. B. 1065 P. 47 _ - - 4/7 - - - - - - \ \ / / \ 2,1 m D. 515 P. 406FAT F- - -418- - - - - - - _ - - _ \ \_ \ \«STORAGE 4d5.73
\ \ \ \ \ -4/9- \ \ \ \ \ \ \ \ \ -TC 404.89
- 420 - A/
- - - - - - - - _ \ \ \ \ \ - - - - - - 15.33' I I
T50gsL---_ _----_ - _ /
\ \ \\ -423- - - - - \ _\ \ \ \ _\\ \ \ _� - _ _ _ _ - - _ - - _ NO PARK NI G
-424 - _ \ \ /5764 SFAPPROX AREA OF \ \ \ 67 /3' LF TO - - _ - - _ - - _ _ - - - DELIVER/LOADING ONLY" 1
- / I
-425- - - - _ \ \ TREE CANOPY WITHINPROPERTY \ �OPPOSITEORIPLINE _ - - - - _ _ - - - - _ - _ _ _ - - SIGN = \ \ -407\ I
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- \ \ \ \ \ \ \ \ - - - - - - - - - - - - - -SECOND FLOOR
OTHERS) _ _ _ _ - - - - ` / / B 406/57I
40,9
\ \ \ \\ \ \ 4AD EVERGREEN
\ \ \ \ \ \ \ -433-
PROPOSED SITE PLAN AMENDMENT
1" = 10': 0 10 20
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T H E W 0 R h O F
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C200
LANDSCAPE LEGEND:
BUTTERFLY BUSH (A)
PURPLE BEAUTYBERRY (B)
MOUNTAIN PIERIS (C)
RED MAPLE (D)
®
KOUSA DOGWOOD (E)
ENGLISH OAK (F)
C(6)
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'PARCEL C" TMP
459(1)-5-A-9
BENJAMIN D. AND
ROSETTA S. DICKERSON
D.B. 1222 P. 166
D. B. 106J P. 47
D. B. 515 P. 406 PLAT
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4
STREET LANDSCAPING REQUIREMENTS (PER SEC. 32.7.9.5)
-STREET TREES REQUIRED (PARAGRAPH a.)
-LENGTH OF FRONTAGE = 279 FT
LARGE TREES REQUIRED = 279 FT / 50 FT = 5.58 - 6 LARGE TREES REQUIRED
-OR-
MEDIUM TREES REQUIRED = 279 FT/ 40 FT = 6.98 - 7 MEDIUM TREES REQUIRED
TREES PROVIDED = 7 MEDIUM TREES WITH STREET SHRUBS
PARKING AREA LANDSCAPING REQUIREMENTS (PER SEC. 32.7.9.6)
-PARKING SPACES = 42 SPACES
-AREA OF PARKING SPACES AND CIRCULATION AISLES = 14,772 SF
LANDSCAPED AREA REQUIRED = 5% x 14,772 SF = 739 SF
MEDIUM OR LARGE TREES REQUIRED = 42 SPACES / 10 = 4.2 - 5 TREES
LANDSCAPED AREA PROVIDED = 814 SF
TREES PROVIDED = 15 MEDIUM TREES, 3 LARGE TREES
rA
LANDSCAPING CALCULATIONS
1
N23°4�, ,c 2� 4.i
D
C(7) HES —
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BUSHES DD
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A(17) E A(2) B(2) A(2) E E A(2) B(6) A(2) %
TMP 45B(l)-OS-C-4
BENJAMIN D. AND ROSETTA S.
DICKERSON
D.B. 122210. 166
D. S. 1013 P. 347
D.B. 98/ P. 683 PLAT
D.B. 60/ P. 705, 708 PLAT
n
SCREENING REQUIREMENTS (PER SEC. 32.7.9.7)
-PROPERTY ADJACENT TO RESIDENTIAL ZONING (REAR), REAR SCREENING
REQUIRED (PARAGRAPH a. 2.)
EXISTING VEGETATION DEPTH REQUIRED = 20 FT
SCREENING PROVIDED = 67 SF
TREE CANOPY REQUIREMENTS (PER SEC. 32.7.9.8)
-PROPERTY ZONED HC, CANOPY COVER REQUIRED (PARAGRAPH a. 1.)
-SITE AREA = 50,072 SF
TREE CANOPY AREA REQUIRED = 10% x 50,072 SF = 5,007 SF
*SEE TREE CANOPY CALCULATIONS THIS SHEET FOR PROVIDED TREE CANOPY
**SEE PLANTING SCHEDULE THIS SHEET FOR PROVIDED PLANTINGS MEETING
REQUIREMENTS
p' `i.'24
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HERMANUS, LL C
D.B. 1986 P. ll4
D.B. 1931 P. 6 92
D. B. 981 10.683
PLAT D.B. 981 P. 690
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T H E W 0 R K O F
L I N E + G R A D E
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SURFACE
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TIMBER RETAINING WALL
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SEE NOTE 1 BELOW)
5' (UNLESS OTHERWISE NOTED)
f— 2% CROSS SLOPE (SLOPED TO DRAIN)
III=III=
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—III—III—III III —I —I —III III MIN. 4" THICK, 3000 PSI CONCRETE =III —III —III —I
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1. WHERE SIDEWALK ABUTS PAVEMENT, CONCRETE, CURB, BUILDING, OR OTHER HARD
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PENALTY
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8' MIN.
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ADJACENT SPACES OR VAN SPACE
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.
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6" x 7'-6" LONG
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GALVANIZED AND PAINTED
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c c c c ROOT CROWN TO BE PLACED
00 1"-2" ABOVE SURROUNDING GRADE
t HARDWOOD MULCH, 3" MIN.
SOIL SAUCER: USE PREPARED
TOPSOIL, 6" MIN.
WOOD STAKES (3) IN FIRM SOIL31
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(REVISED JUNE 2003)
PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONTAREA
PROGRESS PRINT
>�0�2021
CANOPY AREA REQUIRED= 5,007SF
CANOPY AREA PROVIDED= 19,195SF NOT FOR
CONSTRUCTION
APPROVED
SUBMISSION NO. 1
PROJECT 2110004
T H E W 0 R K O F
L I N E + G R A D E
4 PLANTING SCHEDULE O SEEDING SCHEDULES C4m 1
TREE CANOPY CALCULATIONS*
SOURCE
PLANTING/SPECIES
CITY
CANOPY AREA PER PLANTING
CANOPY AREA SUBTOTAL
STREET PLANTINGS
MEDIUM TREES
7
113SF
792SF
PARKING AREA PLANTINGS
MULTI -STEM TREES
15
1135E
1,696SF
ADDITIONAL PLANTINGS
LARGE TREES
3
314SF
942SF
EXISTING TREE CANOPY
VARIES
N/A
15,764SF
15,7645E
PLANTING SCHEDULE**
BOTANICAL NAME
COMMON NAME
SIZE
QUANTITY PROVIDED
TREES
QUERCUS ROBUR
ENGLISH OAK
1.75" CALIPER
3
ACER RUBRUM & CVS.
RED MAPLE (AUTUMN FLAME, BOWHALL)
1.5" CALIPER
7
CORNUS KOUSA
KOUSA DOGWOOD
6'-8' HEIGHT, 1" CALIPER
15
SHRUBS
PIERIS FLORIBUNDA
MOUNTAIN PIERIS
54
BUDDLEIA DAVIDII
BUTTERFLY BUSH
123
CALLICARPA DICHOTOMA
PURPLE BEAUTYBERRY
72
SOD
FESTUCA SPP.
FESCUE
4,8335E
APPLICATION
SPECIES
APPLICATION RATES
50/50 Mix of Annual Ryeg2ss
Sept 1-Feb. 15
(Lolium mulVFlommj&Cereal
50-100 (Ibs/acre)
(Winter) Rye (Secale create)
Feb. 16-Apr. 30
Annual Ryeg2ss (lolium multi-Flomm)
60-100 (Ibs/acre)
May 1-Aug. 31
German Millet
50 (Ibs/acre)
FERTILIZER &LIME
Apply 14$30 Fertilizer are rate of 4501bs/acre (or 101bs. / 1,000 w. ft.)
Apply Pulverized AgriculW 21 Limestone at a rate of 2 tons acre (or 901bs. / 1,000 W. R)
NOTE:
1. A soil Lest is necessary to determine the actual amount of lime required to adjust the soil pH of site.
2. Incorporate the lime and fertilizer into the top 46 inches of the wit by tlisking or by other means.
3. When applying Slowly Available Nitrogen, use rates available in Erosion &Setliment Control Technical Bulletin N4
2003 Nutrient Management for Development Sites at http://www.tleq.vir�inia.�ov/Pro�mms/water/Gtormwater
Managemen V Publications.aspx
SEED'
LAND USE
SPECIES
APPLICATION RATES PER ACRE
Tall Fescue
95300%
Minimum Care Lawn
Perennial Ryeg2w
45%
(Commercial or ResitlenFlap
Kentucky Bluegrass'
45%
Total: l]5200105
High -Maintenance Lawn
Tall Fescue'
Total: 2042501bs.
Tall Fescue
1281bs.
General Slope (3:1 or less)
Red Top Grass of Creeping Red Fescue
Seasonal Nurse Crop
21bs.
20105.
Total: 1501bs.
Tall Fescue
3081bs.
Low Maintenance Slope
Red Top Grass of Creeping Red Fescue
Seasonal Nurse Crop
Crownvetch3
21bs.
201bs.
20105.
(Steecer than 3:11
Total: 1501bs.
1-When selecting varieties of Lurfgrass, use the Virginia Crop Improvement Association (VCV+) recommended
burgess variety list Quality seed will bear a label indicating that they are approved by VCIA. A current Lurtgrass variety
list is available at the local County Extension office or through VCIA at 804�46-4884 or at
http://sutlan.cses.vLetl u/html/Turf/Lurt/publications/publicaVons2.htm I
2. Use seasonal nurse crop in accordance with the Beetling rates as stated below:
February 16"' -April. Annual Rye
May 1'r-August l5x'. Foxtail Millet
August l6'" -October Annual Rye
November - February l5"'. Winter Rye
3- Substitute Sericea lespetleza for Crownvetch eastof Farmville, VA (May through September use hulled seed, all
other Periods, use unhulletl Sericea) If Flatpea is used, increase rate to 301bs./acre. H Weeping Loveg255 is used,
include in any slope or low maintenance mixture during warmer Beetling periods, increase to 30 �0.
FERTILIZER &LIME
Apply 142410 Fertilizer at a rate of 5001bs/acre (or 121bs. / 1,000 W. ft.)
Apply Pulverized Agricultural Limestone at a rate of 2 tons/ac2 (or 90 lbs. / 1,000 sq. R)
NOTE:
-A wit test is necessary to determine the actual amount of lime requiretl to adjust the wit pH of site.
- Inwrpo2te the lime and fertilizer into the top 46 inches of the soil by disking or by other means.
When applying Slowly Available Nitrogen, use rates available in Erosion &Setliment Control Technical Bulletin W4
2003 NUVient Management for Development Sites at http://www.tleo.virginia.gov/Programs water/Stormwater
Mana�t Lions.as�