HomeMy WebLinkAboutSDP201900072 Plan - Revision Final Site Plan and Comps. 2020-08-26JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C0.0 - C0VER.dwg | Plotted on 8/26/2020 10:30 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSCOUNTY OF ALBEMARLE, VIRGINIA
BEAVER CREEK - MEDICAL OFFICE BUILDING
VICINITY MAP
1"=1000'
DEVELOPER:
TURNER ENTERPRISES
250 WEST MAIN STREET, SUITE 201
CHARLOTTESVILLE, VA 22902
CONTACT: JOHN THIER
TELEPHONE: (434) 533-0788
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: (434) 327-1688
11/25/2019
SITE
LOCATION
WATER FLOW (AVERAGE DAILY DEMAND)
AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS):
OFFICE: 250 GPD/1,000 SF = 26,600 X 250 GPD/1,000 SF = 6,650 GPD
AVERAGE HOUR: 6,650 / 24 = 277 GALLONS PER HOUR
MAX HOUR = 300% OF AVERAGE HOUR = 277 X 3 = 831 GALLONS
PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 831 X 2 = 1,662 GALLONS
SEWER FLOW (AVERAGE DAILY FLOW)
OFFICE: 26,600 SF X (250 GPD PER 1,000 SF) = 6,650 GPD
UTILITY DEMANDS
SIGNATURE PANEL:
APPROVAL DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD COVER SHEETC0.0
N/A
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 NOTES AND DETAILS 1
C1.1 NOTES AND DETAILS 2
C1.2 NOTES AND DETAILS 3
C1.3 NOTES AND DETAILS 4
C2.0 EXISTING CONDITIONS
C2.1 DEMOLITION PLAN
C3.0 EROSION & SEDIMENT CONTROL NOTES
C3.1 EROSION & SEDIMENT CONTROL DETAILS
C3.2 EROSION & SEDIMENT CONTROL PHASE I
C3.3 EROSION & SEDIMENT CONTROL PHASE II
C4.0 SITE AND UTILITIES PLAN
C5.0 GRADING AND DRAINAGE PLAN
C5.1 GRADING SPOT SHOT PLAN
C5.2 SIGHT DISTANCE PROFILES
C6.0 STORMWATER MANAGEMENT PLAN
C6.1 STORMWATER SUMMARY PLAN
C6.2 STORMWATER CALCULATIONS
C6.3 STORMWATER DETENTION DETAILS
C7.0 STORM AND UTILITY PROFILES
C8.0 EASEMENT PLAN
L1.0 LANDSCAPE PLAN
L2.0 LANDSCAPE NOTES AND DETAILS
L3.0 ARCHITECTURAL ELEVATIONS
TOTAL = 19 SHEETS
NOTES
TAX MAP PARCEL AND OWNER INFO:PARCEL 06000-00-00-03800
2246-2248 IVY ROAD LLC
2246-2248 IVY ROAD
CHARLOTTESVILLE, VA 22903
ZONING: HC - HIGHWAY COMMERCIAL
ENTRANCE CORRIDOR OVERLAY
AIRPORT IMPACT AREA OVERLAY
MAGISTERIAL DISTRICT: JACK JOUETT
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY:TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
(504) 885-0920
CONTACT: MICHAEL W. DORSEY
CONDUCTED: 7/18/2019
DATUM:VERTICAL:NAVD88
HORIZONTAL: NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE
WATERSHED:MOORES CREEK - NOT A WATER SUPPLY WATERSHED
SETBACKS:
FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF
THE ROW; 30 FT (MAXIMUM)
FRONT (PARKING):10 FT FROM PUBLIC STREET ROW
SIDE: ADJ. TO RESIDENTIAL: 50 FT (STRUCTURE), 20 FT (OFF-STREET PARKING OR LOADING SPACE)
ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE
REAR:ADJ. TO RESIDENTIAL: 50 FT (STRUCTURE), 5 FT (OFF-STREET PARKING OR LOADING SPACE)*
ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE
*SPECIAL EXCEPTIONS TO THE REAR PARKING SETBACK, PURSUANT TO 4.20(a), AND THE USE BUFFER, PURSUANT TO
21.7(c), FOR THIS DEVELOPMENT WERE APPROVED BY THE BOARD OF SUPERVISORS ON APRIL 15, 2020 WITH THE
FOLLOWING CONDITIONS:
1. THE BUFFER DISTURBANCE WITHIN 20 FEET, AS MEASURED FROM THE REAR PROPERTY LINE, IS ALLOWED
ONLY FOR SCREENING, LANDSCAPING, AND PARKING. NO DUMPSTER OR DUMPSTER PAD MAY BE LOCATED
CLOSER THAN 20 FEET FROM THE REAR PROPERTY LINE.
2. ALL SCREENING, PARKING LOT LANDSCAPING, AND LANDSCAPING ISLANDS SHALL MEET ARCHITECTURAL
REVIEW BOARD REQUIREMENTS.
3. SURFACE PARKING SHALL BE NO CLOSER THAN 5 FEET FROM THE REAR PROPERTY LINE, AS SHOWN ON THE
EXHIBIT TITLED "BEAVER CREEK - MEDICAL OFFICE BUILDING - SPECIAL EXCEPTION: SITE LAYOUT WITH
SPECIAL EXCEPTION REQUEST" AND DATED DECEMBER 19, 2019.
STEPBACKS:15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT
OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS
PRESENT USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER)
PROPOSED USE: ±26,600 SF MEDICAL OFFICE SPACE
REQUIRED PARKING PER ORDINANCE:
MEDICAL OFFICE: (26,600 SF x 0.8) X (1 SPACE / 200 SF) = 107 SPACES
PROPOSED PARKING: 107 SPACES
ADA PARKING REQUIRED: 5 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC)
ADA PARKING PROVIDED: 5 SPACES
MAXIMUM BUILDING HEIGHT:65 FEET
PROPOSED DISTURBED AREA:1.51 ACRES
EXISTING IMPERVIOUS AREA:1.03 ACRES
PROPOSED IMPERVIOUS AREA:1.24 ACRES
AREA OF PAVED PARKING/CIRCULATION:0.93 ACRES
PROPOSED OPEN SPACE:0 ACRES
PROPOSED RECREATION AREA:0 ACRES
LAND USE: MEDICAL OFFICE BUILDING
ITE CODE: 720
AMOUNT: 26,600
UNITS: SF (GFA)
TRIP GENERATION
WEEKDAY
ADT AM PEAK HOUR PM PEAK HOUR
926 IN OUT TOTAL IN OUT TOTAL
58 36 94 43 66 109
SE1.0 CALCULATED LIGHTING LEVEL PLAN
SE5.0 FIXTURE DETAILS
SE5.1 FIXTURE DETAILS
FINAL SITE PLAN (SDP201900072)
REF: INITIAL SITE PLAN SDP201900051
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C1.0 - NOTES AND DETAILS.dwg | Plotted on 8/26/2020 10:31 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSNOTES AND DETAILS 1C1.0
N/A
+ 240.5
200
200
ROADS LEGEND
STORM PIPE & STRUCTURE NO.
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
DRY CURB & GUTTER
PROPOSED PAVEMENT
PAVED DITCH
JUTE MESH DITCH
CENTERLINE OF DITCH
BENCH MARK
CLEARING LIMITS
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING SANITARY SEWER
SEWERTRAFFIC STOP BAR
EXISTING WATER LINE
PROPOSED WATER LINE
PROPOSED VALVE
PROPOSED TAPPING SLEEVE
PROPOSED FIRE HYDRANT (COMPLETE)
WATER
GRADING
R-1
100
100
TC 240.5
PARKING COUNT1
GENERAL NOTES
1.CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY.
THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS
SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION.
2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
3.PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE
PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO
BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING
CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION
PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW
PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN
ACCORDANCE WITH SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76.
PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT
STANDARDS AND SPECIFICATIONS.
9. IF PRE-CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS
FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE
RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY
THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN
ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE
RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE
TRUNK LINES. (N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE
COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE
ADDITIONAL FACILITIES AS DEEMED NECESSARY .
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED
FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S
REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30
GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE
FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).
CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL
PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO
CONDITIONING OF THE SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS
AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A
PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT
MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE
SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
28.CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE
STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR
REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON
STATE ROADS.
29.ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE
2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.
30.THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31.HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32.ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE
PLACED AT THE END OF THE DAY
33.VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
34.ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
35.ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
36.SEPARATE DEMOLITION PERMIT REQUIRED FOR EXISTING BUILDING REMOVAL ALONG WITH UTILITY RELEASES.
37.BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO
APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS.
38.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.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN
MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.
3.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5.THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1
OR BETTER ARE TO BE ACHIEVED.
6.PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER,
OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8.UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
BLASTING NOTES
1.BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1.ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT.
ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT
DURING CONSTRUCTION OF DAMS.
2.PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3.FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT
FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM
THE COUNTY EROSION CONTROL INSPECTOR.
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK
PRIOR TO THE FINAL INSPECTION.
2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING.
4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT
ALL TIMES.
5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN
APPROVING AUTHORITY.
6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING
AUTHORITY.
7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING
LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10.ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11.ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT
MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12.BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING
ORDINANCE SECTION 5.1.28.
13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF
ALBEMARLE.
14.BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE LIMITED TO
THE HOURS OF 7:00AM TO 9:00PM.
15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL
SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND
STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR
COLLAPSE.
16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT
STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED
BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE
PROPERTY.
17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75
LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL
RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY
THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF.
ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18.PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH.
AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6
INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX.
PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL
FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT
80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19.MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY
DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL
BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS
SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION
DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF
FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE
COUNTY EROSION CONTROL INSPECTOR.
21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF
APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER
THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION
17-207B)
ACSA GENERAL WATER & SEWER CONDITIONS
1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT
THE START OF THE WORK.
2.THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY
SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR
SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER
MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS AND WATER LINES, ETC.
7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8.VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING
A FUTURE EXTENSION OF THE LINE.
9.TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION REGARDING BRASS
FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
+ 240.5
200
200
ROADS LEGEND
STORM PIPE & STRUCTURE NO.
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
DRY CURB & GUTTER
PROPOSED PAVEMENT
PAVED DITCH
JUTE MESH DITCH
CENTERLINE OF DITCH
BENCH MARK
CLEARING LIMITS
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING SANITARY SEWER
SEWERTRAFFIC STOP BAR
EXISTING WATER LINE
PROPOSED WATER LINE
PROPOSED VALVE
PROPOSED TAPPING SLEEVE
PROPOSED FIRE HYDRANT (COMPLETE)
WATER
TC = TOP OF CURB
BC = BACK OF CURB
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
GRADING
R-1
100
100
TC 240.5
PARKING COUNT1
DETENTION PIPE MAINTENANCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C1.0 - NOTES AND DETAILS.dwg | Plotted on 8/26/2020 10:31 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSNOTES AND DETAILS 2C1.1
N/A
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
No Scale
LIGHT DUTY ASPHALT PAVEMENT SECTION
8" TYPE 21B AGGREGATE BASE COURSE
2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
COMPACTED SUBGRADE
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
No Scale
HEAVY DUTY ASPHALT PAVEMENT SECTION
2.0" INTERMEDIATE BASE COURSE - BM25.0
8" TYPE 21-B AGGREGATE SUBBASE COURSE
2.0" ASPHALTIC CONCRETE SURFACE
COMPACTED SUBGRADE
COURSE - SM-9.5A
NOTE:SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
NON-SLIP BROOM FINISH
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
COMPACTED SUBGRADE
4" 3,000 PSI AIR-ENTRAINED
CONCRETE
4" TYPE 21B STONE COVER
No Scale
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
HEAVY DUTY CONCRETE SECTION
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
6" TYPE 21A STONE COVER
10" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
COMPACTED SUBGRADE (CBR 11.2)
WWF 6x6 W2.9xW2.9
NON-SLIP BROOM FINISH
2"
EXPANSION JOINT WITH
PREMOLDED EXPANSION
FILLER, "ZIP STRIP" OR
EQUIV., SEAL WITH
SILICONE SEALANT 1/4" SEALANT
SPECIFIED ON PLANS
SLOPE UNLESS OTHERWISE
MATCH EX. CROSS
SAWCUT EX.
EDGE OF PAVEMENT
COURSE
SURFACE
PROPOSED
SURFACE COURSE
PAVEMENT
EXISTING
PAVEMENT
& REMOVE
COURSE
EX. SURFACE
SAWCUT THROUGH
IN WITH EXISTING PAVEMENT
NOTE: PROPOSED PAVEMENT MUST TIE EX. E/PEXISTING PAVEMENT PROPOSED PAVEMENT
AGGR. BASE
BASE COURSE
2" +
2' MIN.
MILL EX.EX. C/L PVMT.4" 21-B STONECOMPACTED SUBGRADE
CONC. WALK
EXPANSION JOINT AT MAX OF 30', WITH
PREMOLDED EXPANSION FILLER
CONTROL JOINT SPACED
AT WIDTH OF WALK
14"
1"
R= 14"
No Scale
CONCRETE SIDEWALK JOINT DETAIL
No Scale
PAVEMENT REPLACEMENT JOINT DETAIL
REGULAR SPACEHANDICAP SPACES
2% MAX.
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
LOCATION (VAN)HANDICAP SIGN
LOCATION (TYP.)
EOP EDGE OF
PAVEMENTPAINTED
PER
VDOT
SPEC.
18'18'
9'5'11'8'5'8'
4"
PAINTED
STRIPE
(TYPICAL)
4"
VAN
ACCESSIBLE
TYPICAL
ACCESSIBLE
No Scale
TYPICAL PARKING SPACE DETAILS
No Scale
PARKING SIGNS FOR THE DISABLED
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN
BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND.
6' ABOVE
FINISHED
GRADE
6' ABOVE
FINISHED
GRADE
STD. U POST
GALVANIZED
SIGN
POST TO BE
DRIVEN
No Scale
SIGN AND POST DETAIL
6'
2'
ANCHOR WITH 5 8" REBAR
IMBEDDED 24" IN GROUND;
2 PER WHEEL STOP
7-1/2"
5"
6' LENGTH
0.5' FROM EP
6"
5'
EP
No Scale
CURB TRANSITION DETAIL
No Scale
PRECAST CONCRETE WHEEL STOP
No Scale
BOLLARD DETAIL
6" DIA. STEEL PIPE
FILLED WITH
CONCRETE AND
POWDER COATED
(COLOR TO BE
SELECTED BY
OWNER)
3,000 PSI AIR-ENTRAINED
2'-0" DIAMETER
PAVEMENT PATCH
3.5'
3.5'
STEEL CAP
CONC. FOOTING
BELOW STEEL PIPE
2" MINIMUM CONCRETE
No Scale
MUTCD R7-6 SIGN DETAIL
6"x6" POST
2"x6" RAIL
CONCRETE FOOTING
3,000 PSI @ 28 DAYS8'4" VDOT #57 STONE
1"x6" FENCE BOARD
FINISH GRADE
6'
1"x6" FENCE BOARD -
DOG EARED
6"x6" POST
@ 6' O. / C. ±
NOTES:
- ALL LUMBER TO BE PRESSURE TREATED,
SOUTHERN YELLOW PINE.
- ALL FASTENERS TO BE GALVANIZED.
18" DIA.2'-6"2"x6" RAIL
0'-1 1/2"JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C1.0 - NOTES AND DETAILS.dwg | Plotted on 8/26/2020 10:31 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSNOTES AND DETAILS 3C1.2
N/A
D
No Scale
DUMPSTER PAD & ENCLOSURE DETAIL
D D
OPAQUE SCREENING FENCE DETAIL
No Scale
3" CONCRETE COLLAR
CRUSHED STONE BEDDING
(NEENAH R-1975 OR EQUIVALENT)
METAL INSPECTION FRAME W/ SOLID LID
6" DI CLEANOUT
OF LINE
PLUG AT END
EXIST GRADE
CLEANOUT DETAIL
No Scale
COLOR: BEACH DUNE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C1.0 - NOTES AND DETAILS.dwg | Plotted on 8/26/2020 10:31 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSNOTES AND DETAILS 4C1.3
N/A
18" TREE
RD
RD
RD
RD
RD
RD
RD
RD
RD
SIGN
HAIR SIGN
HC SIGN
HC SIGN
ANGELA SIGN
CO
LP
WATER TANK
LP
SIGN
SIGN
RD
RD
LP
X
X
OHU
20" WALNUT
SIGN
SIG
N
WATER METER VAULT
GUY
GUY
SIGN
CO
SEPTIC TANK
OHUOHUOHU SAN
SAN
G
G
GGGGGGGG
W
W
W
W
W
W
W
W
OHU
OHU
OHU
SANSANSANSANSANSANSAN
SAN
SAN
TMP 06000-00-00-03700
JOSEPH W. & MARY JANE TEAGUE
DB 775 PG 154
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (FUNERAL HOME)
TMP 06000-00-00-03600
300 TWIN SYCAMORES LANE LLC
DB 3995 PG 533
ZONE: COMMERCIAL OFFICE
USE: COMMERCIAL (OFFICE)
TMP 06000-00-00-036A0
STILLFRIED LANE LLC
DB 4709 PG 224
ZONE: R1 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
TMP 06000-00-00-040C5
CHARLOTTESVILLE INVESTMENT
PROPERTIES
DB 860 PG 568
ZONE: R15 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
IVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 62020' ROAD RW
DB 248 PG. 11
TMP 06000-00-00-03800
2246-2248 IVY ROAD LLC
DB 1805 PG 670
1.42 ACRES FROM RECORDED PLAT
2246 IVY ROADOHPOHPOHPOHPOHP
OHPOHPOHPOHPOHPMHS
TOP=583.74
INV.4"IN=574.95 (NW)
INV.8"INPVC=574.74
INV.OUT8"PVC=574.89
MHS
TOP=580.64
INV.4"IN= 578.24
INV.IN 2-2"PVC=577.79
INV.8"INPVC= 575.84
INV.OUT=575.76
MHS
TOP=579.44
INV.8"IN PVC=573.40
INV.OUT8"IN PVC=566.66
MHS
TOP=566.26
INV.8"IN=559.81(W)
INV.8"IN=560.30(S)
INV.OUT=559.96(E)
8" PV
C 8" PVC8" P
V
C
MHS
TOP=568.87
INV.4"IN=565.62 (W)
INV.4"IN=562.70 (W)
INV.3"IN=564.45 (SW)
INV.6"IN=566.02 (S)
INV.OUT8"IN=562.65 (E)
SIGN
SIGN
SIGN
SIGN
LANDSCAPE
PAVEMENT
PAVEMENTPAVEMENT PAV
E
M
E
N
T
POLE
PPF1
POLE
PPF2326
POLE
PPF1 POLE
PPF1
POLE
PP F5X
POLE
PPF1POLE
PPF1OHUPOLE
PPF1
SD INLET
TOP=576.19
INV.IN 12"RCP=573.79
INV.OUT 12"RCP=573.72
SD INLET
TOP=576.08
INV.IN 6"PVC=574.83
INV.OUT 12"RCP=574.44
SD INLET
TOP=583.30
INV.OUT 6"RCP=581.50
6" PVC
12" RCPPOLE
PP
POLE
PP
12"
STONE
WALL
BUILDING
1-1/2 STORY
STONE AND
FRAMEAC UNITS
WOODEN
FENCE
20' SANITARY
SEWER EASEMENT
DB 488 PG 624
CURB
CURB CURBCURB TEMP. EASEMENT FOR CONSTRUCTION
OF CURB AND SLOPES AND ENTRANCE
SEE DB 5144 PG 303
PERMANENT DOMINION
ENERGY EASEMENT
SEE DB 5134 PG 766
PERMANENT VDOT
UTILITY EASEMENT
TEMP.
EASEMENT FOR
ENTRANCE
SEE DB 5134
PG 766
12"
STONE
WALL
S
S
S
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
PP
574.76
PPF1
SAN
SAN
UG
T
UG
T
BUILDING
2 STORY BLOCK
AND STUCCO
8"
D
I
P
TMP 06000-00-00-03900
WEST END SHOPS-EAST LLC
DB 1805 PG 664
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (NEIGHBORHOOD
SHOPPING CENTER)
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
APPROXIMATE LOCATION OF SANITARY PIPE, STORM
PIPE/STRUCTURE, CURB, AND SIDEWALK TO BE
CONSTRUCTED BY COUNTY AS IVY ROAD SIDEWALK
PROJECT. COORDINATION WILL BE REQUIRED.
8''W
8''W
8''W
8''W
8''W
8''W
8''W
EXISTING WATER LINE (TO BE RELOCATED
DURING IVY ROAD SIDEWALK IMPROVEMENTS)
8" WATER LINE TO BE CONSTRUCTED BY THE
COUNTY AS PART OF THE IVY ROAD SIDEWALK
PROJECT.
IPF
IPF BENT
ROD /F
ROD /F
S71
°
1
1
'
0
4
"
E
246.
5
0
'S24°20'26"W156.05'N79°15'
0
4
"
W
15.00'S2°18'34"E106.55'N85°16'44"W
217.00'N10°37'39"E312.85'TREE LINETREE LINEBENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
APPROXIMATE LOCATION OF RELOCATED POLE
DUE TO IVY ROAD SIDEWALK PROJECT.
LANDSCAPE
SHRUB (TYP.)
SHRUB (TYP.)5805855775785795815
8
2 583584580
576
577
578
579
581
5
7
0
5
7
5
580
5
6
6
5
6
7
5
6
8
5
6
9
5
7
1
5
7
2
573
5
7
4
57657757
8
579
581
582
583
584
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C2.0 - EXISTING CONDITIONS.dwg | Plotted on 8/26/2020 10:31 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSEXISTING CONDITIONSC2.0
1" = 20'
0
SCALE 1"=20'
40'20'NAD 83
18" TREE
RD
RD
RD
RD
RD
RD
RD
RD
RD
SIGN
HAIR SIGN
HC SIGN
HC SIGN
ANGELA SIGN
CO
LP
WATER TANK
LP
SIGN
SIGN
RD
RD
LP
X
X
OHU
20" WALNUT
SIGN
SIG
N
WATER METER VAULT
GUY
GUY
SIGN
CO
SEPTIC TANK
OHUOHUOHU SAN
SAN
G
G
GGGGGGGG
W
W
W
W
W
W
W
W
OHU
OHU
OHU
SANSANSANSANSANSANSAN
SAN
SAN
TMP 06000-00-00-03700
JOSEPH W. & MARY JANE TEAGUE
DB 775 PG 154
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (FUNERAL HOME)
TMP 06000-00-00-03600
300 TWIN SYCAMORES LANE LLC
DB 3995 PG 533
ZONE: COMMERCIAL OFFICE
USE: COMMERCIAL (OFFICE)
TMP 06000-00-00-036A0
STILLFRIED LANE LLC
DB 4709 PG 224
ZONE: R1 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
TMP 06000-00-00-040C5
CHARLOTTESVILLE INVESTMENT
PROPERTIES
DB 860 PG 568
ZONE: R15 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
IVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 62020' ROAD RW
DB 248 PG. 11
TMP 06000-00-00-03800
2246-2248 IVY ROAD LLC
DB 1805 PG 670
1.42 ACRES FROM RECORDED PLAT
2246 IVY ROADOHPOHPOHPOHPOHP
OHPOHPOHPOHPOHPMHS
TOP=583.74
INV.4"IN=574.95 (NW)
INV.8"INPVC=574.74
INV.OUT8"PVC=574.89
MHS
TOP=580.64
INV.4"IN= 578.24
INV.IN 2-2"PVC=577.79
INV.8"INPVC= 575.84
INV.OUT=575.76
MHS
TOP=579.44
INV.8"IN PVC=573.40
INV.OUT8"IN PVC=566.66
MHS
TOP=566.26
INV.8"IN=559.81(W)
INV.8"IN=560.30(S)
INV.OUT=559.96(E)
8" PV
C 8" PVC8" P
V
C
MHS
TOP=568.87
INV.4"IN=565.62 (W)
INV.4"IN=562.70 (W)
INV.3"IN=564.45 (SW)
INV.6"IN=566.02 (S)
INV.OUT8"IN=562.65 (E)
SIGN
SIGN
SIGN
SIGN
LANDSCAPE
PAVEMENT
PAVEMENTPAVEMENT PAV
E
M
E
N
T
POLE
PPF1
POLE
PPF2326
POLE
PPF1 POLE
PPF1
POLE
PP F5X
POLE
PPF1POLE
PPF1OHUPOLE
PPF1
SD INLET
TOP=576.19
INV.IN 12"RCP=573.79
INV.OUT 12"RCP=573.72
SD INLET
TOP=576.08
INV.IN 6"PVC=574.83
INV.OUT 12"RCP=574.44
SD INLET
TOP=583.30
INV.OUT 6"RCP=581.50
6" PVC
12" RCPPOLE
PP
POLE
PP
12"
STONE
WALL
BUILDING
1-1/2 STORY
STONE AND
FRAMEAC UNITS
WOODEN
FENCE
20' SANITARY
SEWER EASEMENT
DB 488 PG 624
CURB
CURB CURBCURB TEMP. EASEMENT FOR CONSTRUCTION
OF CURB AND SLOPES AND ENTRANCE
SEE DB 5144 PG 303
PERMANENT DOMINION
ENERGY EASEMENT
SEE DB 5134 PG 766
PERMANENT VDOT
UTILITY EASEMENT
TEMP.
EASEMENT FOR
ENTRANCE
SEE DB 5134
PG 766
12"
STONE
WALL
S
S
S
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
PP
574.76
PPF1
SAN
SAN
UG
T
UG
T
BUILDING
2 STORY BLOCK
AND STUCCO
8"
D
I
P
TMP 06000-00-00-03900
WEST END SHOPS-EAST LLC
DB 1805 PG 664
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (NEIGHBORHOOD
SHOPPING CENTER)
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
APPROXIMATE LOCATION OF SANITARY PIPE, STORM
PIPE/STRUCTURE, CURB, AND SIDEWALK TO BE
CONSTRUCTED BY COUNTY AS IVY ROAD SIDEWALK
PROJECT. COORDINATION WILL BE REQUIRED.
8''W
8''W
8''W
8''W
8''W
8''W
8''W
EXISTING WATER LINE (TO BE RELOCATED
DURING IVY ROAD SIDEWALK IMPROVEMENTS)
8" WATER LINE TO BE CONSTRUCTED BY THE
COUNTY AS PART OF THE IVY ROAD SIDEWALK
PROJECT.
IPF
IPF BENT
ROD /F
ROD /F
TREE LINETREE LINEBENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
APPROXIMATE LOCATION OF RELOCATED POLE
DUE TO IVY ROAD SIDEWALK PROJECT.
LANDSCAPE
SHRUB (TYP.)
SHRUB (TYP.)5805855775785795815
8
2 583584580
576
577
578
579
581
5
7
0
5
7
5
580
5
6
6
5
6
7
5
6
8
5
6
9
5
7
1
5
7
2
573
5
7
4
57657757
8
579
581
582
583
584
X
X
REMOVE INLET
REMOVE BUILDING AND
SURROUNDING
LANDSCAPING, CURB,
AND SIDEWALK
REMOVE
BUILDING
REMOVE
REMOVE SIGNS
REMOVE/RELOCATE
UTILITY POLES/
GUY WIRES
REMOVE SIGNS
(TYP.)
REMOVE
WALL
SAWCUT
SAWCUT
SAWCUT
REMOVE INLET AND
DOWNSTREAM
PORTION OF 12"
PVC STORM LINE
EASEMENT TO BE
ABANDONED (SEE
SHEET C8.0)
EASEMENT TO REMAIN
(SEE SHEET C8.0)
REMOVE
BOLLARDS (TYP.)
REMOVE
OVERHEAD
POWER LINE
REMOVE
OVERHEAD
POWER LINE
ABANDON
SANITARY
LATERAL AT
MANHOLE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE 6" PVC
STORM LINE
ABANDON EXISTING
GAS SERVICE TO
BUILDING
ABANDON
REMOVE
REMOVE
ABANDON
SANITARY
LATERAL AT
MANHOLE
EASEMENT TO REMAIN
(SEE SHEET C8.0)
EASEMENT TO EXPIRE UPON COUNTY
COMLETION OF IVY ROAD SIDEWALK
IMPROVEMENTS CONSTRUCTION
REMOVE
REMOVE
REMOVE
REMOVE
XXX
XX
X
X
X X X X
X
X
X
X
XXXXXXXXX
X
X
X
X
SANITARY LATERAL SERVES 2260 IVY ROAD. SERVICE
TO BE MAINTAINED THROUGHOUT CONSTRUCTION.
REMOVE
REMOVE
REMOVE CONCRETE
REMOVE ASPHALT
ASPHALT TO BE MILLED
REMOVE TREE/SHRUB
SAW CUT
LEGEND:
X X
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C2.1 - DEMOLITION PLAN.dwg | Plotted on 8/26/2020 10:32 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSDEMOLITION PLANC2.1
1" = 20'
0
SCALE 1"=20'
40'20'NAD 83
RD
HC SIGN
HC SIGN
LP
SIG
N
SAN
SAN
G
G
GGGGGGGG
W
W
W
W
W
W
W
W
SANSANSANSANSANSANSAN
SAN
SAN
TMP 06000-00-00-03700
JOSEPH W. & MARY JANE TEAGUE
DB 775 PG 154
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (FUNERAL HOME)
TMP 06000-00-00-03600
300 TWIN SYCAMORES LANE LLC
DB 3995 PG 533
ZONE: COMMERCIAL OFFICE
USE: COMMERCIAL (OFFICE)
TMP 06000-00-00-036A0
STILLFRIED LANE LLC
DB 4709 PG 224
ZONE: R1 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
TMP 06000-00-00-040C5
CHARLOTTESVILLE INVESTMENT
PROPERTIES
DB 860 PG 568
ZONE: R15 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
IVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 62020' ROAD RW
DB 248 PG. 11
TMP 06000-00-00-03800
2246-2248 IVY ROAD LLC
DB 1805 PG 670
1.42 ACRES FROM RECORDED PLAT
2246 IVY ROADOHPOHPOHPOHPOHP
OHPOHPOHPOHPOHPMHS
TOP=583.74
INV.4"IN=574.95 (NW)
INV.8"INPVC=574.74
INV.OUT8"PVC=574.89
MHS
TOP=580.64
INV.4"IN= 578.24
INV.IN 2-2"PVC=577.79
INV.8"INPVC= 575.84
INV.OUT=575.76
MHS
TOP=579.44
INV.8"IN PVC=573.40
INV.OUT8"IN PVC=566.66
MHS
TOP=566.26
INV.8"IN=559.81(W)
INV.8"IN=560.30(S)
INV.OUT=559.96(E)
8" PV
C 8" PVC8" P
V
C
MHS
TOP=568.87
INV.4"IN=565.62 (W)
INV.4"IN=562.70 (W)
INV.3"IN=564.45 (SW)
INV.6"IN=566.02 (S)
INV.OUT8"IN=562.65 (E)PAVEMENTPAV
E
M
E
N
T
POLE
PPF1
POLE
PPF1
POLE
PP F5X
POLE
PPF1
SD INLET
TOP=576.19
INV.IN 12"RCP=573.79
INV.OUT 12"RCP=573.72
POLE
PP
POLE
PP
20' SANITARY
SEWER EASEMENT
DB 488 PG 624
CURB
CURB
TEMP. EASEMENT FOR CONSTRUCTION
OF CURB AND SLOPES AND ENTRANCE
SEE DB 5144 PG 303
PERMANENT DOMINION
ENERGY EASEMENT
SEE DB 5134 PG 766
PERMANENT VDOT
UTILITY EASEMENT
TEMP.
EASEMENT FOR
ENTRANCE
SEE DB 5134
PG 766
12"
STONE
WALL
S
S
S
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
PP
SAN
SAN
UG
T
UG
T
8"
D
I
P
TMP 06000-00-00-03900
WEST END SHOPS-EAST LLC
DB 1805 PG 664
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (NEIGHBORHOOD
SHOPPING CENTER)
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
EXISTING WATER LINE (TO BE RELOCATED
DURING IVY ROAD SIDEWALK IMPROVEMENTS)
8" WATER LINE TO BE CONSTRUCTED BY THE
COUNTY AS PART OF THE IVY ROAD SIDEWALK
PROJECT.
IPF
IPF BENT
ROD /F
ROD /F
TREE LINETREE LINEBENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
DD
D
DD
16
14
9
10
18
69'
TYP.
18'
TYP.
5
10' F
R
O
N
T
S
E
T
B
A
C
K
(PA
R
K
I
N
G
A
N
D
S
T
R
U
C
T
U
R
E
)
8'
5'
24'
TYP.
24'
TYP.
24'
TYP.
2 STORY MEDICAL OFFICE
BUILDING
(UNDERGROUND PARKING)
±26,600 SF
R5'
R5'
R15'
R10'
CONCRETE WHEEL STOP (TYP.)CG-6CG-2 CG-2BOLLARD (TYP.)
8'
24'
TYP.
R12'±180'SECONDARY ENTRANCE TO IVY ROAD±22
5
'
PRI
M
A
R
Y
E
N
T
R
A
N
C
E
T
O
T
W
I
N
SYC
A
M
O
R
E
S
L
A
N
E
24'
TYP.
R15'
X
X
X
X
X
X
OPAQUE
SCREENING FENCE
91'
154.5'
164.7'
73.7'
R30'CG-6±45
0
'
PRI
M
A
R
Y
E
N
T
R
A
N
C
E
T
O
S
T
I
L
L
F
R
I
E
D
L
A
N
E
±58
0
'
PRI
M
A
R
Y
E
N
T
R
A
N
C
E
T
O
C
O
L
O
N
N
A
D
E
D
R
I
V
E
CG-2
CG-2
5'5' CONCRETE SIDEWALK50' REAR SETBACK
(STRUCTURE)
BUILDING
OVERHANG
(TYP.)
12' X 25'
LOADING SPACE
R5'
R5'
R5'
R3'
TYP.
R2'
R5'
R5'
R1'
R2'
R2'
R3'
TYP.
R2'
R3'
R3'
TYP.
28'
R25'
X
CURB WIPE
DOWN
(5) ADA PARKING
SIGNS
"NO PARKING
LOADING ZONE"
SIGN (R7-6)
R5'
R2'
R2'
R2'
CG-12
5' REAR SETBACK (PARKING) -
PER SPECIAL EXCEPTION
TIE TO COUNTY SIDEWALK
PROJECT. ADA RAMP TO
REMAIN.
12'8'16'-WIDE
DUMPSTER ENCLOSURE
7
9
6
7
18'
TYP.
9'
TYP.
24'
FLUSH CURB ALONG
ADA SPACES
COORDINATE SIDEWALK
CONNECTION WITH IVY
ROAD SIDEWALK PROJECT
FDC
1.5" WATER
METER VAULT
8" x 6" TS&V
1
FHA
6" x 6" TEE
WWWWW WWWWWW
WATERLINE B
6" DIP
WATERLINE A
6" DIP
WATERLINE C
6" DIP
PORTION OF EXISTING
SANITARY SEWER PIPE TO BE
REPLACED IN PLACE BY ACSA.
CONTRACTOR TO
COORDINATE WITH ACSA.
IF CONSTRUCTION BEGINS ON
SUBJECT PROPERTY PRIOR TO
WATER MAIN RELOCATION,
CONNECTION SHOULD BE MADE
TO EXISTING WATER MAIN.WWWWWW6" x 4" TEE TO 4"
THREADED PLUG
WATERLINE D
2" COPPER
BACKFLOW PREVENTER
CONCRETE SIDEWALK
HEAVY DUTY CONCRETE
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
MILL AND OVERLAY
LEGEND:
NOTE:
1.A KNOX BOX SHALL BE INSTALLED. COORDINATE LOCATION
WITH THE FIRE MARSHAL'S OFFICE.
2.PAVING/MILL AND OVERLAY AT ENTRANCE WILL REQUIRE
FLAGGING OPERATION AND LAND CLOSURES ON IVY ROAD.
SEE MOT DETAIL ON SHEET C1.3.
3.FIRE HYDRANT ASSEMBLY, FIRE SUPPRESSION AND WATER
SERVICE CONNECTIONS, AND WATER METER VAULTS ARE
NOT INCLUDED IN THE IVY ROAD SIDEWALK PROJECT TO BE
CONSTRUCTED BY THE COUNTY.
BUILDING FOOTPRINT:
1ST FLOOR:±13,300 SF
2ND FLOOR:±13,300 SF
TOTAL: ±26,600 SF
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C4.0 - SITE PLAN.dwg | Plotted on 8/26/2020 10:43 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSSITE AND UTILITIES PLANC4.0
1" = 20'
0
SCALE 1"=20'
40'20'NAD 83
RD
HC SIGN
HC SIGN
LP
SIG
N
SAN
SAN
G
G
GGGGGGGG
W
W
W
W
W
W
W
W
SANSANSANSANSANSANSAN
SAN
SAN
TMP 06000-00-00-03700
JOSEPH W. & MARY JANE TEAGUE
DB 775 PG 154
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (FUNERAL HOME)
TMP 06000-00-00-03600
300 TWIN SYCAMORES LANE LLC
DB 3995 PG 533
ZONE: COMMERCIAL OFFICE
USE: COMMERCIAL (OFFICE)
TMP 06000-00-00-036A0
STILLFRIED LANE LLC
DB 4709 PG 224
ZONE: R1 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
TMP 06000-00-00-040C5
CHARLOTTESVILLE INVESTMENT
PROPERTIES
DB 860 PG 568
ZONE: R15 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
IVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 62020' ROAD RW
DB 248 PG. 11
TMP 06000-00-00-03800
2246-2248 IVY ROAD LLC
DB 1805 PG 670
1.42 ACRES FROM RECORDED PLAT
2246 IVY ROADOHPOHPOHPOHPOHP
OHPOHPOHPOHPOHP8" PV
C 8" PVC8" P
V
C
PAVEMENTPAV
E
M
E
N
T
POLE
PPF1
POLE
PPF1
POLE
PP F5X
POLE
PPF1
SD INLET
TOP=576.19
INV.IN 12"RCP=573.79
INV.OUT 12"RCP=573.72
POLE
PP
POLE
PP
CURB
CURB
TEMP. EASEMENT FOR CONSTRUCTION
OF CURB AND SLOPES AND ENTRANCE
SEE DB 5144 PG 303
PERMANENT DOMINION
ENERGY EASEMENT
SEE DB 5134 PG 766
PERMANENT VDOT
UTILITY EASEMENT
TEMP.
EASEMENT FOR
ENTRANCE
SEE DB 5134
PG 766
12"
STONE
WALL
S
S
S
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
PP
SAN
SAN
UG
T
UG
T
8"
D
I
P
TMP 06000-00-00-03900
WEST END SHOPS-EAST LLC
DB 1805 PG 664
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (NEIGHBORHOOD
SHOPPING CENTER)
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
IPF
IPF BENT
ROD /F
ROD /F
TREE LINETREE LINEBENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
RD
HC SIGN
HC SIGN
LP
SIG
N
SAN
SAN
G
G
GGGGGGGG
W
W
W
W
W
W
W
W
SANSANSANSANSANSANSAN
SAN
SAN
TMP 06000-00-00-03700
JOSEPH W. & MARY JANE TEAGUE
DB 775 PG 154
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (FUNERAL HOME)
TMP 06000-00-00-03600
300 TWIN SYCAMORES LANE LLC
DB 3995 PG 533
ZONE: COMMERCIAL OFFICE
USE: COMMERCIAL (OFFICE)
TMP 06000-00-00-036A0
STILLFRIED LANE LLC
DB 4709 PG 224
ZONE: R1 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
TMP 06000-00-00-040C5
CHARLOTTESVILLE INVESTMENT
PROPERTIES
DB 860 PG 568
ZONE: R15 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
IVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 62020' ROAD RW
DB 248 PG. 11
TMP 06000-00-00-03800
2246-2248 IVY ROAD LLC
DB 1805 PG 670
1.42 ACRES FROM RECORDED PLAT
2246 IVY ROADOHPOHPOHPOHPOHP
OHPOHPOHPOHPOHP8" PV
C 8" PVC8" P
V
C
PAVEMENTPAV
E
M
E
N
T
POLE
PPF1
POLE
PPF1
POLE
PP F5X
POLE
PPF1
SD INLET
TOP=576.19
INV.IN 12"RCP=573.79
INV.OUT 12"RCP=573.72
POLE
PP
POLE
PP
CURB
CURB
TEMP. EASEMENT FOR CONSTRUCTION
OF CURB AND SLOPES AND ENTRANCE
SEE DB 5144 PG 303
PERMANENT DOMINION
ENERGY EASEMENT
SEE DB 5134 PG 766
PERMANENT VDOT
UTILITY EASEMENT
TEMP.
EASEMENT FOR
ENTRANCE
SEE DB 5134
PG 766
12"
STONE
WALL
S
S
S
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
PP
SAN
SAN
UG
T
UG
T
8"
D
I
P
TMP 06000-00-00-03900
WEST END SHOPS-EAST LLC
DB 1805 PG 664
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (NEIGHBORHOOD
SHOPPING CENTER)
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
IPF
IPF BENT
ROD /F
ROD /F
TREE LINETREE LINEBENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
X
X
X
X
X
X
X
7
9
6
7
57
0
5755805675
6
8
56
9
5
7
1
5
7
2
5735745
7
6
57
7
57
8
579581
582
583
584
GARAGE FFE: 572.0'
BUILDING FFE: 583.0'5805785795815825835
7
0
575
580 5665
6
7
5
6
8
5
6
9
5
7
1
5
7
2
5
7
3
5
7
4
576
577
578
579
581
582
571
575
5
7
1
5
7
2
573
574
576
EXISTING TOPOGRAPHY IN THIS AREA BASED ON
INFORMATION PROVIDED BY KIMLEY-HORN AND
ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT.
COORDINATION REQUIRED FOR FINAL TIE-INS.5805855775785795815825835845
7
5
571
57
2
57
3
57
4
5
7
6
577
578
579
573574TIE INTO COUNTY
SIDEWALK PROJECT. ADA
RAMP TO REMAIN.
WWWWW WWWWWW
WWWWWW8" HDPE RD 1
WITH CLEANOUT TRENCH DRAIN
WITH CLEANOUT
600 LF OF 36"
UNDERGROUND
CMP STORAGE
502
302
202
102D100
WEIR PLATE
402
EX 500
D
D
D101
103
201
301
8" HDPE RD 2
WITH CLEANOUT
401
501
D
602
601
36" ACCESS RISER
WITH VDOT MH-1 TOP
36" ACCESS
RISER
WITH VDOT
MH-1 TOP
36" ACCESS RISER
WITH VDOT MH-1 TOP
36" ACCESS RISER
WITH VDOT MH-1 TOP
INSERTA TEE
CONNECTION
STORM PIPE TABLE
PIPE #
RD2
RD 1
101
103
201
301
401
501
601
DIA
8"
8"
12"
12"
12"
12"
12"
12"
12"
UPSTREAM
INVERT
566.06
576.20
574.00
574.50
574.91
574.66
574.80
565.00
574.81
DOWNSTREAM
INVERT
564.95
574.50
573.89
574.00
574.50
574.50
574.50
564.70
574.50
SLOPE
5.00%
5.00%
0.87%
0.82%
0.49%
0.50%
5.00%
0.51%
0.50%
LENGTH
22.21 LF
33.93 LF
12.62 LF
61.21 LF
82.06 LF
30.98 LF
5.93 LF
59.34 LF
62.07 LF
STORM STRUCTURE TABLE
STRUCTURE #
EX 500
100
102
202
302
402
502
602
TOP
568.31
577.00
576.75
577.81
579.84
581.96
572.00
577.25
STRUCTURE HEIGHT
3.71'
3.11'
2.75'
2.91'
5.18'
7.16'
7.28'
2.44'
DESCRIPTION
DI-3B 14 ft Throat
MH-1
DI-1
DI-2C 8 ft Throat
DI-1
DI-1
6'' Cleanout
DI-1
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
PARKING GARAGE ENTRANCE PROFILE
565
570
575
580
585
565
570
575
580
585
9+50 10+00 11+00
PROP.
GRADE
EXIST.
GRADE
TRENCH
DRAIN
PARKING
GARAGE
(FFE = 572.00')
8
.
5
9%
R10'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C5.0 - GRADING AND DRAINAGE PLAN.dwg | Plotted on 8/26/2020 10:33 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSGRADING AND DRAINAGE PLANC5.0
1" = 20'
0
SCALE 1"=20'
40'20'NAD 83
RD
HC SIGN
HC SIGN
LP
SIG
N
SAN
SAN
G
G
GGGGGGGG
W
W
W
W
W
W
W
W
SANSANSANSANSANSANSAN
SAN
SAN
TMP 06000-00-00-03700
JOSEPH W. & MARY JANE TEAGUE
DB 775 PG 154
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (FUNERAL HOME)
TMP 06000-00-00-03600
300 TWIN SYCAMORES LANE LLC
DB 3995 PG 533
ZONE: COMMERCIAL OFFICE
USE: COMMERCIAL (OFFICE)
TMP 06000-00-00-036A0
STILLFRIED LANE LLC
DB 4709 PG 224
ZONE: R1 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
TMP 06000-00-00-040C5
CHARLOTTESVILLE INVESTMENT
PROPERTIES
DB 860 PG 568
ZONE: R15 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
IVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 620TMP 06000-00-00-03800
2246-2248 IVY ROAD LLC
DB 1805 PG 670
1.42 ACRES FROM RECORDED PLAT
2246 IVY ROADOHPOHPOHPOHPOHP
OHPOHPOHPOHPOHP8" PV
C 8" PVC8" P
V
C
PAVEMENTPAV
E
M
E
N
T
POLE
PPF1
POLE
PPF1
POLE
PP F5X
POLE
PPF1
SD INLET
TOP=576.19
INV.IN 12"RCP=573.79
INV.OUT 12"RCP=573.72
POLE
PP
POLE
PP 12"
STONE
WALL
S
S
S
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
PP
SAN
SAN
UG
T
UG
T
8"
D
I
P
TMP 06000-00-00-03900
WEST END SHOPS-EAST LLC
DB 1805 PG 664
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (NEIGHBORHOOD
SHOPPING CENTER)
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
IPF
IPF BENT
ROD /F
ROD /F
TREE LINETREE LINEBENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
RD
HC SIGN
HC SIGN
LP
SIG
N
SAN
SAN
G
G
GGGGGGGG
W
W
W
W
W
W
W
W
SANSANSANSANSANSANSAN
SAN
SAN
TMP 06000-00-00-03700
JOSEPH W. & MARY JANE TEAGUE
DB 775 PG 154
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (FUNERAL HOME)
TMP 06000-00-00-03600
300 TWIN SYCAMORES LANE LLC
DB 3995 PG 533
ZONE: COMMERCIAL OFFICE
USE: COMMERCIAL (OFFICE)
TMP 06000-00-00-036A0
STILLFRIED LANE LLC
DB 4709 PG 224
ZONE: R1 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
TMP 06000-00-00-040C5
CHARLOTTESVILLE INVESTMENT
PROPERTIES
DB 860 PG 568
ZONE: R15 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
IVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 620TMP 06000-00-00-03800
2246-2248 IVY ROAD LLC
DB 1805 PG 670
1.42 ACRES FROM RECORDED PLAT
2246 IVY ROADOHPOHPOHPOHPOHP
OHPOHPOHPOHPOHP8" PV
C 8" PVC8" P
V
C
PAVEMENTPAV
E
M
E
N
T
POLE
PPF1
POLE
PPF1
POLE
PP F5X
POLE
PPF1
SD INLET
TOP=576.19
INV.IN 12"RCP=573.79
INV.OUT 12"RCP=573.72
POLE
PP
POLE
PP 12"
STONE
WALL
S
S
S
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
PP
SAN
SAN
UG
T
UG
T
8"
D
I
P
TMP 06000-00-00-03900
WEST END SHOPS-EAST LLC
DB 1805 PG 664
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (NEIGHBORHOOD
SHOPPING CENTER)
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
IPF
IPF BENT
ROD /F
ROD /F
TREE LINETREE LINEBENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
X
X
X
X
X
X
X
7
9
6
7
57
0
5755805675
6
8
56
9
5
7
1
5
7
2
5735745
7
6
57
7
57
8
579581
582
583
584
GARAGE FFE: 572.0'
BUILDING FFE: 583.0'5805785795815825835
7
0
575
580 5665
6
7
5
6
8
5
6
9
5
7
1
5
7
2
5
7
3
5
7
4
576
577
578
579
581
582
571
575
5
7
1
5
7
2
573
574
576
EXISTING TOPOGRAPHY IN THIS AREA BASED ON
INFORMATION PROVIDED BY KIMLEY-HORN AND
ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT.
COORDINATION REQUIRED FOR FINAL TIE-INS.5805855775785795815825835845
7
5
571
57
2
57
3
57
4
5
7
6
577
578
579
575
574
576
577
TC
577.82'
TC
578.22'
TC
577.90'
TC
584.54'
TC
584.36'
TC
584.58'TC
583.85'
TC
583.65'
TC
583.00'TC
583.43'
TC
582.30'TC
580.70'
TC
582.90'
TC-BC
582.95'
TC
582.50'
TC-BC
582.00'
TC
572.95'
TC
572.50'
TC
572.50'
FFE=572.00'
TC
578.27'
TC
579.07'
TC
579.29'
TC
580.02'
TC
581.33'
TC
582.18'
TC
583.21'
TC
582.73'
TC
581.37'
TC
581.34'
TC
580.60'
TC
579.65'
TC
578.65'
EX GND
583.00'
EX GND
585.07'
EX GND
585.03'
EX GND
577.23'
EX GND
584.25'
FFE=
583.00'
TC
578.25'
TC
576.94'
TC
578.48'
TC
582.51'
TC
583.16'
EX GND
568.11'
TC
577.65'
TC
576.44'
EX GND
570.44'
571.44'
571.23'
EX GND
576.80'573574FFE=
572.00'
SWK
578.23'
SWK
577.16'
TC
584.36'
TC
584.36'
EX GND
568.17'
EX GND
569.06'
TC
573.43'
TC
584.57'
TC
577.94'
GND
571.81'
GND
571.73'
TC
572.23'
TC
572.31'
EX GND
565.03'
EX GND
571.14'
EX GND
574.79'
EX GND
582.52'
TC
578.30'
578.00'
RIM
577.25'
RIM
581.96'
RIM
576.75'
TIE INTO COUNTY
SIDEWALK PROJECT. ADA
RAMP TO REMAIN.
TC
574.97'
573.60'
571.88'
571.67'
571.88'
571.77'
571.67'
571.85'
571.82'
TC
571.87'
TC
571.78'
SWK
578.58'
TC-BC
583.41'
TC
573.38'
TC
574.90'
TC
573.86'
WWWWW WWWWWW
WWWWWWDD
D
DD
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C5.0 - GRADING SPOT SHOT PLAN.dwg | Plotted on 8/26/2020 10:33 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSGRADING SPOT SHOT PLANC5.1
1" = 20'
0
SCALE 1"=20'
40'20'NAD 83
HEIGHT OF
EYE = 3.5 FT
EXISTING
GRADE
HEIGHT OF
OBJECT = 3.5 FT
FINISHED
GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
TWIN SYCAMORES LANE SIGHT DISTANCE PROFILE
565
570
575
580
585
590
565
570
575
580
585
590
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
IVY ROAD SIGHT DISTANCE PROFILE
550
555
560
565
570
575
580
550
555
560
565
570
575
580
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
168
'
S
I
G
H
T
D
I
S
T
A
N
C
E
-
R
I
G
H
T
280' SIGHT DISTA
N
C
E
-
L
E
F
T
HEIGHT OF
OBJECT = 3.5 FT
HEIGHT OF
OBJECT = 3.5 FT
HEIGHT OF
OBJECT = 3.5 FT
HEIGHT OF
EYE = 3.5 FT243' SIGHT DI
S
T
A
N
C
E
-
L
E
F
T
372'
S
I
G
H
T
D
I
S
T
A
N
C
E
-
R
I
G
H
T
EXISTING
GRADE
FINISHED
GRADE
ASSUMED SPEED = 25 MPH
SPEED = 35 MPH
GRADE TIE IN TO BE
COORDINATED WITH THE VDOT
IVY ROAD SIDEWALK PROJECT
RD
HC SIGN
HC SIGN
LP
SIG
N
SAN
G
GGGGGW
W
W
W
W
SANSANSANSANSAN
SAN
IVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 620OHPOHPOHPOHPOHPOHPOHPS
S
S
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
SAN
UGT
8" D
I
P
SAN
SAN
SAN
SAN
SAN
8''W
8''W
8''W
8''W
X
X
X
X
5'
X
57
0
5755805675
6
856
9
5
7
1
5
7
2
5735745
7
6
57
7
57
8
579581
582
583
584580
5785795815825835
7
0
575
580 5665
6
7
5
6
8
5
6
9
5
7
1
5
7
2
5
7
3
5
7
4
576
577
578
579
581
582
571
575
5
7
1
5
7
2
573
574
576
5805855775785795815825835845
7
5
571
57
2
57
3
57
4
5
7
6
577
578
579
573574RD
HC SIGN
HC SIGN
LP
SIG
N
SAN
G
GGGGGW
W
W
W
W
SANSANSANSANSAN
SAN
IVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 620OHPOHPOHPOHPOHPOHPOHPS
S
S
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
SAN
UGT
8" D
I
P
SAN
SAN
SAN
SAN
SAN
8''W
8''W
8''W
8''W14+48.1010+0010+5011+0011+5012+0012+5013+0013+5014+0010+
0
0
10+
5
0
11+
0
0
11+
5
0
12
+
0
0
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+15.
2
9
280' SIGHT DISTANCE - LEFT168' SIGHT DISTANCE - RIGHT243
'
S
I
G
H
T
D
I
S
T
A
N
C
E
-
L
E
F
T
372' SI
G
H
T
D
I
S
T
A
N
C
E
-
R
I
G
H
T
SANG
GGGW
W
W
W
SANSANSANIVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 62020' ROAD RW
DB 248 PG. 11OHPOHP
OHPOHPOHPS
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
8"
D
I
P
SAN
SAN
SAN
8''W
8''W
8''W
8''W
5'
SANG
GGGW
W
W
W
SANSANSANIVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 62020' ROAD RW
DB 248 PG. 11OHPOHP
OHPOHPOHPS
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
8"
D
I
P
SAN
SAN
SAN
8''W
8''W
8''W
8''W
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C5.1 - SIGHT DISTANCE PROFILES.dwg | Plotted on 8/26/2020 10:34 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSSIGHT DISTANCE PROFILESC5.2
1" = 30'
0
SCALE 1"=30'
60'30'NAD 83PROFILE SCALE
0
0
50
5
SIGHT DISTANCE PLAN
PARKING GARAGE - AUTOTURN ANALYSIS
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STR 302 - UG DETENTION
560
565
570
575
580
585
560
565
570
575
580
585
9+50 10+00 11+00
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STR 202 - UG DETENTION
560
565
570
575
580
585
560
565
570
575
580
585
9+50 10+00 11+00 11+50
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STR 402 - UG DETENTION
565
570
575
580
585
590
565
570
575
580
585
590
9+50 10+00 11+00
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STR 502 - EX STR 500
555
560
565
570
575
580
555
560
565
570
575
580
9+50 10+00 11+00
301
30.98' OF
12" HDPE
@ 0.50%
PROP.
GRADE
302: DI-1
STA 10+03.28
TOP 579.84
INV OUT 574.66 (301)402: DI-1STA 10+02.15TOP 581.96INV OUT 574.80 (401)PROP.
GRADE
EXIST.
GRADE EXIST.
GRADE
PROP.
GRADE 502: 6'' CleanoutSTA 10+01.78TOP 572.00INV OUT 565.00 (501)EX 500: DI-3B 14 ft ThroatSTA 10+61.12TOP 568.31INV IN 564.70 (501)PROP.
GRADE
EXIST.
GRADE
401
5.93' OF
12" HDPE
@ 5.00%
501
59.34' OF
12" HDPE
@ 0.51%
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
UG DETENTION - STR 100
560
565
570
575
580
585
560
565
570
575
580
585
APPROX. LOCATION OF 8"
WATERLINE. EXISTING
WATERLINE IS TO BE
RELOCATED WITH IVY ROAD
SIDEWALK IMPROVEMENTS.
CONTRACTOR TO FIELD
VERIFY LOCATION.
9+50 10+00 11+00 11+50
103
61.21' OF
12" HDPE
@ 0.82%
102: DI-1
STA 10+63.62
TOP 576.75
INV IN 574.00 (103)
INV OUT 574.00 (101)
100: MH-1
STA 10+76.24
TOP 577.00
INV IN 573.89 (101)
36"
CMP
EXIST.
GRADE
PROP.
GRADE
1.5' MIN.
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STR 602 - UG DETENTION
560
565
570
575
580
585
560
565
570
575
580
585
PROP.
GRADE
EXIST.
GRADE
101
12.62' OF
12" HDPE
@ 0.87%
201
82.06' OF
12" HDPE
@ 0.49%
36"
CMP
36"
CMP
36"
CMP
36"
CMP1.7'
1.7'
3'
MIN.
3'
MIN.
2.5'
1.5'
EXIST.
12" RCP
EXIST.
GRADE
EXISTING GAS
LINE. LOCATION
AND DEPTH TO BE
FIELD VERIFIED.
9+50 10+00 11+00 11+50
601
62.07' OF
12" HDPE
@ 0.50%602: DI-1STA 10+01.73TOP 577.25INV OUT 574.81 (601)202: DI-2C 8 ft ThroatSTA 10+00.06TOP 577.81INV OUT 574.91 (201)HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SANITARY - BLDG TO MAIN
555
560
565
570
575
580
585
555
560
565
570
575
580
585
9+50 10+00 11+00 11+50
2STA 10+13.41
TOP 579.59
INV IN 567.54 (BLDG-2)
INV OUT 567.44 (2-1)
2-1
19.00' OF
6" PVC
@ 1.00%
BLDG-2
13.41' OF
6" PVC
@ 1.00%
LOWER
STRUCTURE
TOP OF EX.
MANHOLE
TO 577.75
PROPOSED
GARAGE
PROPOSED
BUILDING
1 STA 10+32.41
TOP 579.45
INV IN 573.40 (EX.3-1)
INV IN 567.25 (2-1)
INV OUT 566.66 (1-EX.1)
EXISTING
GRADE
PROPOSED
GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
WATERLINE 'A' - SERVICE
555
560
565
570
575
580
585
590
555
560
565
570
575
580
585
590
9+50 10+00 11+00 12+00 12+50
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
WATERLINE 'D' - DOMESTIC SERVICE
555
560
565
570
575
580
585
590
555
560
565
570
575
580
585
590
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
WATERLINE 'C' - FIRE SERVICE
555
560
565
570
575
580
585
590
555
560
565
570
575
580
585
590
EXISTING
GRADE
PROPOSED
GRADE
6" CLASS 52
DIP WATERLINE
6"x6" TEE; WATERLINE 'C'45° BEND; FHA ASSEMBLY8" X 6" TS&V45° BEND6" GATE VALVE6"x4" TEE; WATERLINE 'D'6" GATE VALVEHORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
WATERLINE 'B' - FDC SERVICE
560
565
570
575
580
585
590
595
560
565
570
575
580
585
590
595
9+50 10+00 11+00
EXISTING
GRADE
PROPOSED
GRADE
6" CLASS 52
DIP WATERLINE
3.5' MIN.
CONNECTION TO
EXISTING WATERLINE.
VERIFY LOCATION
AND ELEVATION.FDC SIAMESE CONNECTIONTIE TO PROPOSED BUILDING9+50 10+00 11+00 9+50 10+00 11+00 11+50
PROPOSED
GRADE
3.5'
MIN.6"X6" TEE; WATERLINE 'A'EXISTING
GRADE
6" CLASS 52
DIP WATERLINE
TIE TO PROPOSED BUILDING2" TYPE K
COPPER LINE
EXISTING
GRADE
PROPOSED
GRADE
6"X4" TEE TO 4" PLUG;WATERLINE 'A'TIE TO PROPOSED BUILDING4" GATE VALVEWATER METER
VAULT
EX. GAS
MAIN
APPROX. LOCATION OF EX. GAS MAIN.
CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION.
EX. GAS MAIN
EX. GAS
MAIN
45° BEND90° BEND90° BEND3.5'
MIN.90° BEND1' MIN.
3.5'
MIN.
1' MIN.6" GATE VALVEWATERLINE
'D'90° BENDBACKFLOW
PREVENTER
90° BENDJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C7.0 STORM AND UTILITY PROFILES.dwg | Plotted on 8/26/2020 10:34 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSSTORM AND UTILITY PROFILESC7.0
1" = 30'
PROFILE SCALE
0
0
50
5
RD
HC SIGN
HC SIGN
LP
SIG
N
SAN
SAN
G
G
GGGGGGGG
W
W
W
W
W
W
W
W
SANSANSANSANSANSANSAN
SAN
SAN
TMP 06000-00-00-03700
JOSEPH W. & MARY JANE TEAGUE
DB 775 PG 154
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (FUNERAL HOME)
TMP 06000-00-00-03600
300 TWIN SYCAMORES LANE LLC
DB 3995 PG 533
ZONE: COMMERCIAL OFFICE
USE: COMMERCIAL (OFFICE)
TMP 06000-00-00-036A0
STILLFRIED LANE LLC
DB 4709 PG 224
ZONE: R1 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
TMP 06000-00-00-040C5
CHARLOTTESVILLE INVESTMENT
PROPERTIES
DB 860 PG 568
ZONE: R15 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
IVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 62020' ROAD RW
DB 248 PG. 11
TMP 06000-00-00-03800
2246-2248 IVY ROAD LLC
DB 1805 PG 670
1.42 ACRES FROM RECORDED PLAT
2246 IVY ROADOHPOHPOHPOHPOHP
OHPOHPOHPOHPOHPMHS
TOP=583.74
INV.4"IN=574.95 (NW)
INV.8"INPVC=574.74
INV.OUT8"PVC=574.89
MHS
TOP=580.64
INV.4"IN= 578.24
INV.IN 2-2"PVC=577.79
INV.8"INPVC= 575.84
INV.OUT=575.76
MHS
TOP=579.44
INV.8"IN PVC=573.40
INV.OUT8"IN PVC=566.66
MHS
TOP=566.26
INV.8"IN=559.81(W)
INV.8"IN=560.30(S)
INV.OUT=559.96(E)
8" PV
C 8" PVC8" P
V
C
MHS
TOP=568.87
INV.4"IN=565.62 (W)
INV.4"IN=562.70 (W)
INV.3"IN=564.45 (SW)
INV.6"IN=566.02 (S)
INV.OUT8"IN=562.65 (E)PAVEMENTPAV
E
M
E
N
T
POLE
PPF1
POLE
PPF1
POLE
PP F5X
POLE
PPF1
SD INLET
TOP=576.19
INV.IN 12"RCP=573.79
INV.OUT 12"RCP=573.72
POLE
PP
POLE
PP
20' SANITARY
SEWER EASEMENT
DB 488 PG 624
CURB
CURB
TEMP. EASEMENT FOR CONSTRUCTION
OF CURB AND SLOPES AND ENTRANCE
SEE DB 5144 PG 303
PERMANENT DOMINION
ENERGY EASEMENT
SEE DB 5134 PG 766
PERMANENT VDOT
UTILITY EASEMENT
TEMP.
EASEMENT FOR
ENTRANCE
SEE DB 5134
PG 766
12"
STONE
WALL
S
S
S
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
PP
SAN
SAN
UG
T
UG
T
8"
D
I
P
TMP 06000-00-00-03900
WEST END SHOPS-EAST LLC
DB 1805 PG 664
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (NEIGHBORHOOD
SHOPPING CENTER)
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
IPF
IPF BENT
ROD /F
ROD /F
TREE LINETREE LINEBENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
RD
HC SIGN
HC SIGN
LP
SIG
N
SAN
SAN
G
G
GGGGGGGG
W
W
W
W
W
W
W
W
SANSANSANSANSANSANSAN
SAN
SAN
TMP 06000-00-00-03700
JOSEPH W. & MARY JANE TEAGUE
DB 775 PG 154
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (FUNERAL HOME)
TMP 06000-00-00-03600
300 TWIN SYCAMORES LANE LLC
DB 3995 PG 533
ZONE: COMMERCIAL OFFICE
USE: COMMERCIAL (OFFICE)
TMP 06000-00-00-036A0
STILLFRIED LANE LLC
DB 4709 PG 224
ZONE: R1 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
TMP 06000-00-00-040C5
CHARLOTTESVILLE INVESTMENT
PROPERTIES
DB 860 PG 568
ZONE: R15 RESIDENTIAL
USE: RESIDENTIAL (MULTIFAMILY)
IVY
R
O
A
D
(
R
O
U
T
E
2
5
0
)TWIN SYCAMORES LANE (PRIVATE)21' ROAD ESMT PLAT DB 488 PG 62020' ROAD RW
DB 248 PG. 11
TMP 06000-00-00-03800
2246-2248 IVY ROAD LLC
DB 1805 PG 670
1.42 ACRES FROM RECORDED PLAT
2246 IVY ROADOHPOHPOHPOHPOHP
OHPOHPOHPOHPOHPMHS
TOP=583.74
INV.4"IN=574.95 (NW)
INV.8"INPVC=574.74
INV.OUT8"PVC=574.89
MHS
TOP=580.64
INV.4"IN= 578.24
INV.IN 2-2"PVC=577.79
INV.8"INPVC= 575.84
INV.OUT=575.76
MHS
TOP=579.44
INV.8"IN PVC=573.40
INV.OUT8"IN PVC=566.66
MHS
TOP=566.26
INV.8"IN=559.81(W)
INV.8"IN=560.30(S)
INV.OUT=559.96(E)
8" PV
C 8" PVC8" P
V
C
MHS
TOP=568.87
INV.4"IN=565.62 (W)
INV.4"IN=562.70 (W)
INV.3"IN=564.45 (SW)
INV.6"IN=566.02 (S)
INV.OUT8"IN=562.65 (E)PAVEMENTPAV
E
M
E
N
T
POLE
PPF1
POLE
PPF1
POLE
PP F5X
POLE
PPF1
SD INLET
TOP=576.19
INV.IN 12"RCP=573.79
INV.OUT 12"RCP=573.72
POLE
PP
POLE
PP
20' SANITARY
SEWER EASEMENT
DB 488 PG 624
CURB
CURB
TEMP. EASEMENT FOR CONSTRUCTION
OF CURB AND SLOPES AND ENTRANCE
SEE DB 5144 PG 303
PERMANENT DOMINION
ENERGY EASEMENT
SEE DB 5134 PG 766
PERMANENT VDOT
UTILITY EASEMENT
TEMP.
EASEMENT FOR
ENTRANCE
SEE DB 5134
PG 766
12"
STONE
WALL
S
S
S
VA
R
I
A
B
L
E
W
I
D
T
H
R
/
W
S
S
PP
SAN
SAN
UG
T
UG
T
8"
D
I
P
TMP 06000-00-00-03900
WEST END SHOPS-EAST LLC
DB 1805 PG 664
ZONE: HIGHWAY COMMERCIAL
USE: COMMERCIAL (NEIGHBORHOOD
SHOPPING CENTER)
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
IPF
IPF BENT
ROD /F
ROD /F
TREE LINETREE LINEBENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
X
X
X
X
X
X
X
7
9
6
7
WWWWW WWWWWW
PORTION OF EXISTING
SANITARY SEWER PIPE TO BE
REPLACED IN PLACE BY ACSA.
CONTRACTOR TO
COORDINATE WITH ACSA.WWWWWWDD
D
DD
STORMWATER
FACILITY
EASEMENT
DB 5359 PG 212
24'
PRIVATE
VARIABLE WIDTH
SHARED ACCESS
EASEMENT
DB 5359 PG 212
STORMWATER
ACCESS EASEMENT
DB 5359 PG 212
10'
TYP.
PRIVATE
VARIABLE WIDTH
SHARED ACCESS
EASEMENT
DB 5359 PG 212
HEREBY
ABANDONED
PERMANENT DOMINION
ENERGY EASEMENT
SEE DB 5134 PG 786
EASEMENT TO REMAIN
EASEMENT TIMING
TO BE COORDINATED
WITH COUNTY
EASEMENT TO EXPIRE UPON COUNTY
COMLETION OF IVY ROAD SIDEWALK
IMPROVEMENTS CONSTRUCTION
20' ACSA
WATERLINE
EASEMENT
20' SANITARY
SEWER EASEMENT
DB 488 PG 624
PORTION OF EXISTING
SANITARY SEWER PIPE TO BE
REPLACED IN PLACE BY ACSA.
CONTRACTOR TO
COORDINATE WITH ACSA.
EASEMENT TO REMAIN
TEMP.
EASEMENT FOR
ENTRANCE
SEE DB 5134 PG
766
ACCESS EASEMENT
STORMWATER FACILITY EASEMENT
STORMWATER ACCESS EASEMENT
ACSA WATERLINE EASEMENT
LEGEND:
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 C8.0 EASEMENT PLAN.dwg | Plotted on 8/26/2020 10:35 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSEASEMENT PLANC8.0
1" = 20'
0
SCALE 1"=20'
40'20'NAD 83
PRIVATE
VARIABLE WIDTH
SHARED ACCESS
EASEMENT
DB 5359 PG 212
PRIVATE
VARIABLE WIDTH
SHARED ACCESS
EASEMENT
DB 5359 PG 212
20' ACSA
WATERLINE
EASEMENT
57
0
5755805675
6
856
9
5
7
1
5
7
2
5735745
7
6
57
7
57
8
579581
582
583
584580
5785795815825835
7
0
575
580 56656
7
5
6
8
5
6
9
5
7
1
5
7
2
5
7
3
5
7
4
576
577
578
579
581
582
571
575
5
7
1
5
7
2
573
574
576
5805855775785795815825835845
7
5
571
57
2
57
3
57
4
5
7
6
577
578
579
573574SAN
SAN
G
G
GGGGGGGG
W
W
W
W
W
W
W
W
SANSANSANSANSANSANSAN
SAN
SAN
S
S
S
S
S
SAN
SAN
UG
T
UG
T
8"
D
I
P
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
8''W
8''W
8''W
8''W
8''W
8''W
8''W
TREE LINETREE LINEDD
D
DD
X
X
X
X
X
X
X
7
9
6
7
WWWWW WWWWWW
WWWWWW202'
I V
Y R
O
A
D
TWIN SYCAMORES LANE (PRIVATE)PROPOSED BUILDING WITH
UNDERGROUND PARKING
(4) CER FOR
(4) COR FLO
(2) CER FOR
(4) BET HER
(3) GIN PRI
(6) NYS SYL
(1) COR FLO
(12) ILE WIN
(14) ILE GLA
(9) ACE BON
(9) ILE GLA
(10) QUE PHE
TREES BOTANICAL NAME
ACE BON ACER SACCHARUM CBONFIREC
BET HER BETULA NIGRA CHERITAGEC
GIN PRI GINKGO BILOBA CPRINCETON SENTRYC
NYS SYL NYSSA SYLVATICA
QUE PHE QUERCUS PHELLOS
FLOWERING TREES BOTANICAL NAME
CER FOR CERCIS CANADENSIS CFOREST PANSYC TM
COR FLO CORNUS FLORIDA
SHRUBS BOTANICAL NAME
ILE GLA ILEX GLABRA
ILE WIN ILEX VERTICILLATA
PLANT SCHEDULE
X
X
X
PARKING LOT LANDSCAPING 2,109 SF
-
INTERIOR PARKING LOT LANDSCAPE AREA
SCALE: 1" = 40'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 L1.0 - LANDSCAPE PLAN.dwg | Plotted on 8/26/2020 10:59 AM | by Kim MellonM. RACHNER
M. RACHNER
F. HANCOCK
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA43567MOMOCNo. 1491
FRANK W. HANCOCK III
THEALWN I
V
RIG
NIOF
ALANDS
CAPE A R C H ITECT08/26/20
02/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSLANDSCAPE PLANL1.0
1" = 20'
0
SCALE 1"=20'
40'20'NAD 83
CANOPY SF
214
464
17
419
124
124
TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT
ACE BON 9 ACER SACCHARUM CBONFIREC BONFIRE SUGAR MAPLE 2.5" CAL.B&B
BET HER 4 BETULA NIGRA CHERITAGEC HERITAGE RIVER BIRCH 2.5" CAL.B&B
GIN PRI 3 GINKGO BILOBA CPRINCETON SENTRYC PRINCETON SENTRY GINKGO 2.5" CAL.B&B
NYS SYL 6 NYSSA SYLVATICA SOUR GUM 3.5" CAL.B&B
QUE PHE 10 QUERCUS PHELLOS WILLOW OAK 2.5" CAL.B&B
FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT
CER FOR 6 CERCIS CANADENSIS CFOREST PANSYC TM FOREST PANSY REDBUD 6C-8C HT.B&B
COR FLO 5 CORNUS FLORIDA EASTERN DOGWOOD 6C-8C HT.B&B
SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT
ILE GLA 23 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD.CONTAINER
ILE WIN 12 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD.CONTAINER
2020-03-19 16:47
PLANT SCHEDULE
181
TREE COVER CALCULATIONS
* per Sec. 32.7.9.8 of the Albemarle County Code
SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY
1.42 AC (GROSS SITE
AREA)10% COVER 1.42 AC x .1 = 0.142 AC
= 6,205 SF 6,204 SF 9,430 SF
INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS
* per Sec. 32.7.9.6 of the Albemarle County Code
REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED
5% GROSS PARKING AREA 40,381 SF 40,381 x .05 = 2,019 SF 2,019 SF 2,109 SF
LANDSCAPING OF PARKING AREAS
* per Albemarle County ARB DESIGN GUIDELINES
REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED
1 LG. SHADE TREE PER 10
PARKING SPACES 78 PARKING SPACES 78/10 = 7.8 8 LG. OR SHADE TREES 8 LARGE SHADE TREES
NOTE:
-WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF-SITE STREET, SHRUBS ARE TO
BE INSTALLED AT A MINIMUM HEIGHT OF 12".
-ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT;
THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE
OVERALL HEALTH OF THE PLANT.
LANDSCAPING ALONG INTERIOR STREETS
* per Albemarle County ARB DESIGN GUIDELINES
STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED
TWIN SYCAMORES
LANE 296 LF 1 LG TREE PER 40 LF 296/40 = 7.4 8 LARGE TREES 8 LARGE TREES
LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS
* per Albemarle County ARB DESIGN GUIDELINES
STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED
IVY ROAD 202 LF
1 LG TREE PER 35 LF
WITH INTERSPERSED
FLOWERING TREES
202/35 = 5.8 6 LARGE TREES 6 LARGE TREES
8 FLOWERING TREES
LANDSCAPE NOTES AND DETAILSL2.0
N/A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 L2.0 - LANDSCAPE NOTES AND DETAILS.dwg | Plotted on 8/26/2020 10:59 AM | by Kim MellonM. RACHNER
M. RACHNER
F. HANCOCK
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA43567MOMOCNo. 1491
FRANK W. HANCOCK III
THEALWN I
V
RIG
NIOF
ALANDS
CAPE A R C H ITECT08/26/20
02/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSGENERAL NOTES
PRE-CONSTRUCTION
·CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
·VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
·PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH
PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
·PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS
CONSTRUCTION/INSTALLATION
·LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
·LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
·UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
·ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR
·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
·REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
PLAN VIEW
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS-BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP 13 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
1" COMPOST LAYER
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
3-2"x2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
ROOT BALL
3 X ROOTBALL
DIAMETER
1 DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
2 MULTI-STEM TREE - STAKING SPECIFIED
NOT TO SCALE
PLAN VIEW
ROOT BALL
3- 2" x 2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
12 GAUGE GALVANIZED WIRE
ALLOW FOR SLIGHT MOVEMENT
SET ROOTBALL FLUSH TO GRADE OR
1-2" HIGHER IN SLOWLY DRAINING
SOILS. DO NOT COVER THE TOP OF
THE ROOTBALL WITH SOIL.
ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP 13 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
6" SAUCER
1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
2-3" MULCH LAYER TO EDGE OF
DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
PRUNE BROKEN BRANCHES
REMOVE TAGS, LABELS AND
PLASTIC SLEEVING DO NOT
WRAP TRUNK
DO NOT PRUNE TERMINAL LEADER
OR BRANCH TIPS
NEW 1/2" RUBBER HOSE
3 2x2 HARDWOOD STAKES,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A
MIN. 18" OUT FROM TRUNK
AND OUTSIDE OF ROOTBALL
3 X ROOTBALL
DIAMETER
B&B CONTAINER
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP 13 OF BALL
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL 2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW-RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES
OF PIT
3 SHRUB PLANTING
NOT TO SCALE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICES:\103\43567-Ivy_Beaver\DWG\Sheet\CD\43567 L3.0 - ARCH ELEVATIONS.dwg | Plotted on 8/26/2020 10:36 AM | by Kim MellonK. MELLON
K. MELLON
C. KOTARSKI
11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA4356702/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/26/2020COUNTY COMMENTSARCHITECTURAL ELEVATIONSL3.0
N/A
ARCHITECTURAL ELEVATIONS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE
X
X
X
X
X
X
X
8" D
I
P
6
6
6
6
6
6
6
6
&$/&8/$7('/,*+7,1*/(9(/
32,17$7//)7<3821
6
6
6
6
6
3523(57</,1(7<3821
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0.1
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0.1
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0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
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0.1
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0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
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0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
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0.2
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0.3
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0.5
0.6
0.6
0.7
0.6
0.6
0.6
0.5
0.4
0.4
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
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0.0
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0.0
0.0
0.0
0.1
0.2
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
1.0
0.9
0.8
0.7
0.6
0.5
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
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0.0
0.0
0.0
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0.0
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0.1
0.1
0.1
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.3
0.4
0.5
0.6
0.8
1.0
1.3
1.4
1.5
1.5
1.4
1.2
1.0
0.9
0.7
0.6
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.4
0.4
0.4
0.3
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.3
0.3
0.5
0.6
0.9
1.2
1.5
1.9
2.3
2.5
2.4
2.2
1.9
1.5
1.2
0.9
0.8
0.6
0.6
0.5
0.6
0.6
0.6
0.6
0.7
0.6
0.6
0.6
0.5
0.4
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
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0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.1
0.2
0.3
0.5
0.5
0.3
0.2
0.1
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.3
0.4
0.6
0.8
1.1
1.6
2.2
2.9
3.6
3.9
3.9
3.5
2.9
2.2
1.7
1.3
1.0
0.8
0.7
0.7
0.7
0.8
0.9
0.9
1.0
1.0
0.9
0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.8
1.4
1.4
0.8
0.3
0.1
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.3
0.5
0.7
1.0
1.4
2.1
3.1
4.3
5.4
6.0
5.3
4.2
3.2
2.3
1.6
1.2
1.0
0.9
0.9
1.0
1.1
1.3
1.4
1.5
1.5
1.4
1.2
1.0
0.8
0.6
0.5
0.4
0.3
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.4
1.6
3.8
3.5
1.5
0.5
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.4
0.5
0.8
1.2
1.8
2.7
4.1
5.7
7.2
7.9
7.2
5.8
4.2
2.9
2.0
1.5
1.2
1.1
1.2
1.3
1.6
1.9
2.2
2.3
2.3
2.1
1.8
1.5
1.1
0.8
0.6
0.5
0.3
0.3
0.2
0.1
0.0
0.0
2.0
7.0
6.1
1.7
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.4
0.6
0.9
1.3
2.0
3.1
4.8
6.7
7.9
8.0
8.5
7.2
5.2
3.5
2.3
1.7
1.4
1.3
1.5
1.8
2.3
2.8
3.4
3.7
3.7
3.3
2.8
2.1
1.6
1.1
0.8
0.6
0.4
0.3
0.2
0.2
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.3
0.4
0.6
0.9
1.4
2.2
3.4
5.2
7.2
8.9
7.9
5.7
3.8
2.5
1.8
1.6
1.6
1.8
2.4
3.2
4.2
5.1
5.7
5.0
4.1
3.1
2.2
1.5
1.0
0.7
0.5
0.3
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.3
0.5
0.7
0.9
1.4
2.2
3.4
5.1
7.1
9.0
7.7
5.5
3.7
2.6
1.9
1.7
1.8
2.2
3.0
4.3
5.8
7.2
7.8
7.1
5.7
4.2
2.8
1.9
1.2
0.8
0.6
0.4
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.4
0.5
0.7
0.9
1.4
2.1
3.1
4.6
6.5
8.0
8.8
8.2
6.6
4.8
3.3
2.4
1.9
1.7
2.0
2.6
3.6
5.3
7.4
8.8
7.3
5.3
3.5
2.2
1.4
0.9
0.6
0.4
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.4
0.5
0.7
0.9
1.3
1.9
2.7
3.9
5.3
6.6
7.2
6.4
5.2
3.9
2.8
2.1
1.8
1.7
2.0
2.7
4.0
6.0
8.2
9.1
8.2
6.0
3.9
2.4
1.5
1.0
0.7
0.4
0.3
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.4
0.5
0.7
0.9
1.2
1.7
2.4
3.2
4.1
4.9
5.4
5.3
4.7
3.9
3.1
2.4
1.9
1.7
1.7
2.0
2.7
4.0
5.9
8.2
9.2
9.1
8.2
6.0
3.9
2.5
1.6
1.0
0.7
0.5
0.3
0.0
0.5
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.3
0.4
0.5
0.7
0.9
1.2
1.6
2.1
2.7
3.3
3.8
4.0
3.9
3.5
3.0
2.5
2.0
1.7
1.6
1.6
1.9
2.5
3.6
5.3
7.3
8.8
9.2
8.9
7.4
5.3
3.6
2.3
1.5
1.0
0.7
0.5
3.2
2.0
0.8
0.3
0.1
0.1
0.0
0.0
0.0
0.0
0.3
0.4
0.5
0.7
0.9
1.2
1.6
2.0
2.5
3.0
3.3
3.4
3.3
3.0
2.6
2.2
1.9
1.6
1.5
1.5
1.7
2.2
3.1
4.3
5.8
7.2
8.0
7.3
5.9
4.3
3.0
2.0
1.4
1.0
0.7
0.5
5.1
3.5
1.3
0.4
0.2
0.1
0.0
0.0
0.0
0.3
0.4
0.6
0.8
1.0
1.3
1.7
2.2
2.7
3.1
3.4
3.4
3.3
3.0
2.6
2.2
1.8
1.6
1.4
1.4
1.6
2.0
2.6
3.4
4.4
5.3
5.9
5.9
5.3
4.3
3.3
2.4
1.8
1.4
1.0
0.8
0.5
4.5
2.5
1.1
0.4
0.2
0.1
0.0
0.0
0.0
0.3
0.5
0.6
0.8
1.1
1.5
2.0
2.5
3.1
3.6
3.9
4.0
3.8
3.4
2.9
2.4
1.9
1.6
1.4
1.4
1.5
1.7
2.1
2.7
3.3
3.8
4.2
4.1
3.8
3.2
2.6
2.0
1.6
1.4
1.4
1.1
0.7
0.7
1.3
1.1
0.6
0.3
0.1
0.1
0.0
0.0
0.0
0.4
0.5
0.6
0.9
1.2
1.7
2.3
3.0
3.8
4.4
4.8
4.5
4.0
3.4
2.7
2.1
1.7
1.5
1.3
1.4
1.6
1.8
2.2
2.7
3.0
3.2
3.2
2.9
2.5
2.1
1.8
1.6
1.8
2.3
2.4
1.4
0.5
0.6
0.5
0.3
0.2
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.7
1.0
1.3
1.9
2.6
3.5
4.4
5.1
5.4
5.3
4.8
4.0
3.1
2.4
1.9
1.5
1.3
1.3
1.5
1.7
2.1
2.5
2.8
2.9
2.8
2.5
2.2
1.9
1.7
1.7
2.4
4.4
6.6
1.4
0.8
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.7
1.0
1.4
2.0
2.9
3.9
4.8
5.2
5.2
5.6
5.4
4.6
3.5
2.6
2.0
1.6
1.4
1.3
1.4
1.7
2.1
2.6
2.9
3.1
2.9
2.6
2.2
1.9
1.7
1.8
2.9
6.7
14.0
3.7
1.4
0.5
0.2
0.1
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.7
1.0
1.5
2.1
3.0
4.1
4.9
5.5
5.7
4.9
3.7
2.7
2.0
1.6
1.3
1.3
1.4
1.7
2.2
2.9
3.6
3.4
2.9
2.4
2.0
1.7
1.9
2.7
5.3
9.1
6.5
3.7
1.5
0.5
0.2
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.7
1.0
1.5
2.1
3.0
4.1
4.9
4.9
5.6
5.7
4.8
3.7
2.7
2.0
1.5
1.3
1.3
1.4
1.7
2.2
4.3
4.0
3.3
2.6
2.1
1.8
1.9
2.1
2.6
2.6
0.0
2.1
1.7
0.9
0.3
0.2
0.1
0.0
0.0
0.0
0.3
0.4
0.5
0.7
1.0
1.4
2.0
2.8
3.8
4.8
5.4
5.6
5.7
5.3
4.4
3.4
2.5
1.8
1.4
1.3
1.2
1.3
1.5
2.0
4.0
4.7
4.5
3.8
2.9
2.3
1.9
2.0
2.1
1.9
1.1
0.2
0.5
0.6
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.3
0.3
0.5
0.6
0.9
1.3
1.8
2.5
3.4
4.3
5.0
5.5
5.2
4.6
3.7
2.9
2.1
1.6
1.3
1.2
1.2
1.3
1.5
1.8
4.9
4.8
3.9
3.0
2.4
2.1
2.4
3.3
3.4
0.1
0.1
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.2
0.3
0.4
0.6
0.8
1.1
1.5
2.1
2.8
3.5
4.1
4.5
4.5
4.2
3.6
3.0
2.3
1.8
1.4
1.2
1.1
1.1
1.3
1.6
2.1
4.1
4.9
4.7
3.8
2.9
2.3
2.3
3.2
6.5
9.8
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.2
0.3
0.4
0.5
0.7
0.9
1.2
1.7
2.1
2.6
3.1
3.3
3.3
3.1
2.7
2.2
1.8
1.4
1.2
1.0
1.0
1.1
1.3
1.7
2.4
4.2
4.5
4.1
3.3
2.6
2.1
2.2
3.5
8.1
14.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.3
0.3
0.4
0.6
0.8
1.0
1.3
1.6
1.9
2.2
2.3
2.3
2.2
1.9
1.7
1.4
1.1
1.0
0.9
0.9
1.0
1.3
1.7
3.6
3.7
3.3
2.7
2.2
1.8
1.8
2.6
4.6
6.0
0.0
0.0
0.0
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0.0
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0.2
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0.5
0.6
0.8
1.0
1.2
1.4
1.5
1.6
1.6
1.5
1.4
1.2
1.0
0.9
0.8
0.7
0.8
0.9
1.1
1.5
2.0
2.5
2.8
2.8
2.5
2.1
1.7
1.4
1.4
1.6
1.8
1.5
0.0
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0.2
0.2
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0.5
0.6
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0.9
1.0
1.1
1.1
1.1
1.1
1.0
0.9
0.8
0.7
0.6
0.6
0.7
0.8
1.0
1.2
1.5
1.8
2.0
2.0
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1.5
1.3
1.1
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0.8
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0.2
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0.5
0.6
0.7
0.8
0.8
0.8
0.8
0.7
0.6
0.6
0.5
0.5
0.5
0.5
0.6
0.8
0.9
1.1
1.3
1.4
1.4
1.3
1.1
0.9
0.8
0.7
0.6
0.4
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0.1
0.1
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0.3
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0.5
0.5
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0.6
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
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0.6
0.7
0.8
0.9
0.9
0.9
0.9
0.8
0.7
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0.1
0.1
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0.2
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.6
0.6
0.7
0.7
0.6
0.6
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0.2
0.2
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0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.5
0.5
0.4
0.4
0.4
0.3
0.3
0.2
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0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
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0.1
0.1
0.1
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0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
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0.1
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0.1
0.1
0.1
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0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
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0.1
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0.1
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0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
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0.6
2.2
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0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.7
2.2
5.0
4.4
1.3
0.2
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0.1
0.1
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0.1
0.1
0.1
0.3
0.6
1.2
1.9
1.6
0.7
0.2
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0.1
0.1
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0.1
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0.0 0.0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICEU:\19110\BIM DWGS\DWGS\19110_SE1.0.dwg | Plotted on 8/12/2020 10:34 AM | by Andrew Rowe11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA43567
#19110
GRAPHIC SCALE:02/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/12/2020COUNTY COMMENTS1" = 20'CALCULATED LIGHTING LEVEL PLAN8/12/20
SE1.0
A. ROWE
A. ROWE
J. STUTZMAN
1" = 20'
&$/&8/$7('/,*+7,1*/(9(/3/$1
6&$/(˛
ˇ
($&+287'225/80,1$,5((48,33(':,7+$/$037+$7(0,7625025(,1,7,$//80(166+$//%($)8//&872))
/80,1$,5($1'6+$//%($55$1*('256+,(/'('725()/(&7/,*+7$:$<)520$'-2,1,1*5(6,'(17,$/',675,&76
$1'$:$<)520$'-$&(1752$'67+(63,//29(52)/,*+7,1*)520/80,1$,5(6217238%/,&52$'6$1'3523(57<
,15(6,'(17,$/25585$/$5($66+$//127(;&(('21(+$/))227&$1'/(
67$1'$5'/,*+7,1*127(
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),;785(02817('$7˙$%29(),1,6+('*5$'(
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)5((67$1',1*32/(02817('/80,1$,5(66+$//%(
02817('72127(;&(('$%29(),1,6+('*5$'(
,1&/8',1*32/(%$6($1'32/(
/80,1$,5(02817,1*+(,*+7
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICEU:\19110\BIM DWGS\DWGS\19110_SE5.0.dwg | Plotted on 8/12/2020 10:34 AM | by Andrew Rowe11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA43567
#19110
02/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/12/2020COUNTY COMMENTSN/A
FIXTURE DETAILSSE5.0
A. ROWE
A. ROWE
J. STUTZMAN
8/12/20
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.608 Preston Avenue, Suite 200 | Charlottesville, VA 22903TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTHIS DRAWING PREPARED AT THECHARLOTTESVILLE OFFICEU:\19110\BIM DWGS\DWGS\19110_SE5.1.dwg | Plotted on 8/12/2020 10:34 AM | by Andrew Rowe11/25/2019
BEAVER CREEK - MEDICAL OFFICE BUILDINGALBEMARLE COUNTY, VIRGINIA43567
#19110
02/04/2020COUNTY COMMENTS04/21/2020COUNTY COMMENTS07/31/2020COUNTY COMMENTS08/12/2020COUNTY COMMENTSFIXTURE DETAILSSE5.1
N/A
A. ROWE
A. ROWE
J. STUTZMAN
8/12/20