SDP202100081 Plan - Submittal (First) 2021-10-25LT
CROZET SELF STORAGE
C TTC r%ATA .
TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 05600-00-00-03200 AND 05600-00-00-032AO
YOUSEF LC
5717 BROWNSVILLE ROAD
CHARLOTTESVILLE, VA 22903
TOTAL PARCEL AREA: 2.56 ACRES (PARCELS 5600-32 AND 5600-32AO COMBINED)
LIMITS OF DISTURBANCE: 2.05 ACRES
ZONING: HIGHWAY COMMERCIAL (HC)
MAGISTERIAL DISTRICT: WHITE HALL
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: BASED ON FIELD SURVEY BY JENNING STEPHENSON
P.C. DATED 1/29/21.
VERTICAL DATUM REFERENCE: NAVD 88
UTILITIES: PUBLIC WATER AND PRIVATE SEWER
DRAINAGE DISTRICT: STOCKTON CREEK SUPPLY WATERSHED
ZONING SITE REQUIREMENTS:
USE
CURRENT: COMMERCIAL BUSINESSES
PROPOSED: 90,000 SF 3-STORY SELF -STORAGE BUILDING
SETBACKS
FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (CROZET AVE. AND ROCKFISH GAP TPKE)
SIDE AND REAR: 10' MINIMUM FROM PUBLIC STREET (CROZET AVE. AND ROCKFISH GAP TPKE)
BUILDING HEIGHT
MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (HIGHWAY COMMERCIAL DISTRICT)
PARKING
REQUIRED PARKING:
INDUSTRIAL USE: 1 SPACE PER EMPLOYEE + 1 SPACE / 500 SF OPEN TO PUBLIC
(1 SPACE X 2 EMPLOYEES) + ((1 SPACE/500 SF) X (6000 SF)) = 14 SPACES
TOTAL PARKING REQUIRED: 14 SPACES
PARKING PROVIDED: 14 SPACES (2 ADA VAN SPACES)
IMPERVIOUS AREA
EXISTING IMPERVIOUS AREA: 0.45 ACRES
PROPOSED IMPERVIOUS AREA: 1.01 ACRES
NOTES:
1. LANDSCAPING SHALL BE PROVIDED PURSUANT TO SECTION 32.7.9 OF THE COUNTY ZONING
ORDINANCE AND THE ARB DESIGN GUIDELINES.
2. SITE LIGHTING SHALL BE PROVIDED PURSUANT TO SECTION 4.17 OF THE COUNTY ZONING
ORDINANCE AND THE ARB DESIGN GUIDELINES.
ZONING NOTES
1. FINAL DESIGN OF THE RETAINING WALLS MUST BE SUBMITTED AND IS SUBJECT TO THE APPROVAL OF
THE COUNTY ENGINEER AND THE BUILDING DIVISION PRIOR TO APPROVAL OF THE VSMP
APPLICATION.
VEHICLE TRIP GENERATION
LAND USE
ME CODE
AMOUNT
UNITS
WEEKDAY
A
AM PEAK HOUR
PM PEAK HOUR
IN
OUT
TOTAL
IN
OUT
TOTAL
Proposed Development
Min, Warehouse
151
90,000
SF
136
5
4
9
/
8
15
TML
M
5
4
9
1 7
8
1S
INITAL SITE PLAN
ALBEMARLE COUNTY, VIRGINIA
OCTOBER 25, 2021
VICINITY MAP
SCALE 111:1000'
OWNER:
YOUSEF LC
5717 BROWNSVILLE ROAD
CHARLOTTESVILLE, VA 22903
DEVELOPER:
MERCHANTS RETAIL PARTNERS, LLC
2801 HIGHWAY 280 SOUTH, SUITE 345
BIRMINGHAM, AL 35223
CONTACT: ANDREW LEWIS
PHONE: 205-329-3934
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CLINT SHIFFLETT, P.E.
TELEPHONE: 434-327-1690
Sheet List Table
Sheet Number Sheet Title
CO.0 COVER
C1.0 NOTES AND DETAILS
C1.1 NOTES AND DETAILS
C1.2 NOTES AND DETAILS
C2.0 EXISTING CONDITIONS & DEMOLITION PLAN
C4.0 LAYOUT AND UTILITY PLAN
C5.0 GRADING AND DRAINAGE PLAN
C7.1
UTILITY PROFILES
L1.0
LANDSCAPE PLAN
L2.0
LANDSCAPE NOTES AND DETAILS
TOTAL NUMBER OF SHEETS: 10
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
E911
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA DEPARTMENT OF HEALTH
ARCHITECTURAL REVIEW BOARD
APPROVAL
DATE
CLINT W. 7:
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DRAWN BY
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DESIGNED BY
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CHECKED BY
C. SHIFFLETT
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mSTORM
PIPE & STRUCTURE NO.
DROP INLET & STRUCTURE NO.
CURB
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CURB & GUTTER
BENCH MARK
CLEARING LIMITS
- - 200 - --
EXISTING CONTOUR
200
PROPOSED CONTOUR
+ 240.5
EXISTING SPOT ELEVATION
TC 240.5
PROPOSED SPOT ELEVATION
1Q
PARKING COUNT
SEWER
�S------ EXISTING SANITARY SEWER
WATER
EXISTING WATER LINE
GRADING
TC = TOP OF CURB
BC = BACK OF CURB
EP = EDGE OF PAVEMENT
TIN = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
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:OOAM
TO 9:OOPM.
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)
COUNTY OF ALBEMARLE
Department of Community Development
`I
Construction Record Drawings (As -built) for VSMP
The following is a list of information required on construction record drawings for
stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the
construction record drawing be prepared by someone other than the designer. Please do not
provide design drawings as construction record drawings.
A. A signed and dated professional seal of the preparing engineer or surveyor.
B. The name and address of the firm and individual preparing the drawings on the title sheet.
C. The constructed location of all items associated with each facility, and the inspection records to verify
proper dimensions, materials and installation. The items include, but are not limited to the following:
1. Inspection Records and photographs for pipe trenches and bedding, including underdrains.
2. Video Pipe Inspection for any pipes which are not accessible or viewable.
3. Updated Location with geo-coordinates of all facilities.
4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities.
5. Current physical and topographic survey for all earthen structures. Ponds should include a survey
of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required
for alterations from the design.
6. Plants, location and type.
7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the
installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide sealed computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical
sections and linings.
10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
11. Guardrail, fences or other safety provisions - Display the constructed location of all safety
provisions; fences, guardrail, including the type, length and applied end treatments, compared to
design.
12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to
material types and depths. Include inspection reports, boring or test pit reports and materials
certifications. Biofilter media must be an approved state mix.
13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable.
14. Compaction reports are required to verify fill compaction in dams.
15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning.
GENERALNOTES
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 THE 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, 2010 ADA STANDARDS FOR ACCESSIBLE
DESIGN, AND ICC/ANSI Al17.1-03.
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. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS
AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE
LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING
ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE
LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE
BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE
DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES.
35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
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 BEACH IEVED.
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).
10. 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.
11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
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.
VDOT A-3 CONCRETE
21 B STONE BASE FROM
ADJACENT PAVEMENT SECTION
UNDER CURB, 6" MIN. DEPTH
VDOT STANDARD CG-2 CURB
T
6" MIN.
J_
PAN
CONC CURB AND GUTTER CLASS 3A,
(Pc=3,000 PSI) CONCRETE
6„
° 7„
\. a° a °
i� 6" 2'-0" -
CONTINUE 21B STONE
COMPACTED BASE FROM ADJACENT
SUBGRADE PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG-6 CURB & GUTTER
^" ASPHALTIC CONCRETE SURFACE
:OURSE - SM-9.5A
"TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
-------------
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
NON -SLIP BROOM FINISH
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
LT
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10-25-2021
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DATE
1012512021
DRAWN BY
K. FLYNN
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
SCALE
N/A
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JOB NO.
48757
SHEET NO.
C1.0
L
OF?
FEE
DETAIL A
GENERAL
L METHOD
HEIGHT HT�OFF COVER RANGE NOTEUSED N THE STANDARD PCE1 TABLES �ULESSN THE
OTHERWISE NOTED ON THE PLANS.
2. H - HEIGHT OF COVER MEASURED FROM TOP OF OULVDRT TO FNSIED GRADE
3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOL.
CIRCULAR PIPE
1. D • OUTSIDE DOUBTER OF PPE.
2. G - INSIDE DIAMETER OF PPE.
3. X - WIDTH OF CLASS I BACIffLL WITER& BEYOND THE EXTREMITYOF THE PPE.
X - 12: WHERE , S LESS TNAM JB".
X . 16" WHERE tl IS 36" AND GREATER.
4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY SE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE)
30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS.
5. REGULARFFOUNDATION ,BATON TYPESE FOR ROUTINE ENTRANCEEP� (EX�Tlp ASTIC PIPE) 30AL�
LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LEM.
S. BEDDING MATER& AND CLASS 1ACCKFLL MATEPoIL MAY BE ELIMINATED FOR SHOULDER
SLOT INLET 0-131 OUTLET PIPES INSTALLATIONS.
ELLIPTICAL PIPE
L S1 . IXRSDE SPAR DLENBON OF PPE.
2. S2 • WIDE SPAR! DIMENSION OF PPE.
3. R - OUTSIDE RISE DIMENSION OF PPE.
4. X - WIDTH OF CLASS IBICI(FLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
R - 12" WHERE S2 IS LEM THIN 36".
% - 18" WHERE SHE
A IS 38" D GREATER
5. WHERE OFECTED BY TIE WINEER. BEDDING MATESIAL WY BE ELNINAMD FOR
NORMUL EARTH FOUOATONS INTER ROUTE ENTRANCE PPE WHERE S2 IS SW' OR
LEM AND HEAD OF COVER IS' OR LESS.
6. REGULAR BACgll MATERIAL MAY SE USED IN LIEU of GLASS I BACNRL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE WE WHERE S2 S W" OR LESS AND
HEIGHT OF COVER 15' ON LESS.
PIPE ARCH
1. S - SPAR DIMENSION OF PPE.
2. R - RM DI ENSON OF PIPE.
3. B - SEE PI TABLE FOR APPLICABLE PIPE MATERIAL
4. n - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
• W' WHERE S2 IS LESS THIN 36".
n U" WHERE S2 IS 36" AND GREATER
5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS M.L M
LESS AND HEIGHT OF COVER 15.OR LESS.
6. REGULAR BACKFILL MATEPoIL MAY BE USED IN LIEU OF CLASS I BMUffLL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTE ENTRANCE PPE WHERE S S 35" OR LESS AND
HEIGHT OF COVER 15' OR LESS
REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS ROAR AN`BRID�TAIDARDS
Sot GENERAL NOTES RFVISION DATE SHEET].100 W 1
303 VIRGINIA DEPARTMENT OF TRANSPORTATION
q
PB-I NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL-i TOP OF FILL TOP OF FILL
MIN. 1110 D
NRiEflIA
1' 0 OJ
NATEAIAI
MIN. l/10 OU
NORMAL EARTH FOUNDATION
%" PER 1'OF H
M. 6••, uA%.z4•'
ROCK FOUNDATION
FOUNDATION SOFT, YIELDING, OR
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
®BEDDING
MATERIAL IN ACCORDANCE WITH
SECTION 302 OF THE ROAD AND BRIDGE
EMBANKMENT
NOTES(
SPECIFICATIONS.
CLASS I BACKFILL MATERIAL IN RAND
BMff02 MATERIAL ANCE
GLAND
t
FOR GENERA NOTES ON PIPE BEDDING,
SEE INSTALLATION OF PIPE
WITH SECTION 302 OF THE ROAD AND BRIDGE.
BRIDGE
WIT"REGUSE O BRIDGE
WITH SECTION 302 OF THE ROM AND BRIDGE
TES
AN STORM SEWERS GENERA NOTES
AL NOTES
sPEclncxnoxs.
GN SHEET IOT.00.
FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL
IN I ACCORDANCE WITH SECTION 302 OF THE ROAD
CRUSHED GLASS CONFORMING TO THE
6 MINIMMASTICUM CLASS 2 BACKFILL MATERIAL PLACED DIRECTLY
6" SS
OVER PIPE AND 6" REGULAR BACKFILL MATERIAL.
AND BRIDGE SPECIFICATIONS.
SIZE REQUIREMENTS FOR CRUSHER RUN
AGGREGATE SIZE 25 AND 26 MAY BE
OR 12' OF CLASS I BACK FILL MATERIAL,
USED IN PLACE OF CLASS I BACKFILL.
IN ACCORDANCE WITH SECTION 302 OF THE ROM AND BRIDGE
SPECIFICATIONS.
HL ALIILLIN�
Y. sEC110X CAST EON U/F 9ECTBON SIFFL VL7C]T I SPECIFICATION
�R'-]•
NOTES ROAD AND BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE
IICIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302
LUGS I1 BE L 2y,, % 2yI" n U/W'
GATT WITH 1. DEPTH OF NET fXI TO BE SHOWN ON SHEET 1 OF 4 REVISION DATE
L,q q'-4• LONG PLANS. PORT DEPTH OEATES THIN 1DI' 115E 303
B T- STANDARD OH1A 10) 01 37/19 VIRGINIA DEPARTMENT OF TRANSPORTATION
A
MADE
LE 1✓BS n
I
CART
STEEL
BL
DOH I STFEEL
N ±
3 LM I IJ.6 LBs
IMli NCLUDING
B 2. THE "H" DIMENSION SHOWN ON THE 15-1
STANDARDS ND SPEARED ON THE PLANS
AWELDED
THE OUTFA'ELOUWE TOOTHE TOP OF THE
JOINT
STRUCTURE. PLAN "H" DIMENSIONS ARE
APPROXIMATE ONLY FOR ESTIMATING
WELD ALL
PURPOSES AND THE ACTUAL DIMENSIONS
CONNECTORS
SHALL BE DETERMINED BY THE
.�
TO COLLAR
CONTRACTOR FROM FIELD CONDITIONS.
3. WHEN SPECIFIED ON THE PLANS THE
INVERT IS TO BE SHAPED IN ACCORDANCE
IPLACING
FNUTMN5HIN0
AANND ALLL MATERIALS
NCIDENTA
INCLUDED
TO THE SHAPING S TO BE
IN THE BD PRICE FOR THE
4/i' x S /i' X 4"
LUGS L 12" 9 CO D SHEAR
F
SEE CETOL A
SECTION B-B
COLLAR DETAIL I/, MIN RNSEO
LETTERING
STRUCTURE.
4. M THE EVENT THE INVERT OF THE
OUTFALL PIPE 15 HIGHER THAN THE
BOTTOM STRUCTURE THE SSHALLNB TIE AVERT
WI THE METMOSHALL BE NDED
WITH CEMENT MORTAR TO WATERPREVENT
STAKING OR POND OS OF WATER HI THE
STRUCTURE. THE COST OF FURNISHING
AND PLACING ALL MS To BE NCDEMA
IN INLET SHARING IS iT B: STRUCTURE.
N THE BID PRICE FOR THE sTRUCTIME.
5, STEPS ARE TO BE PROVIDED WHEN N S
{--O' OR GREATER. FOR DETAILS SEE
STANDARD ST-1.
�•
�y "
�•�
%' G
DUMP NO WASTE BRANS TO WATERWAY$
DETAIL B
5. THIS ITEM MAY BE PRECAST OR
VLSI U
-HARDWARE }_3„
1
SEE DETNL
J. %4 % B" SAgOTI DOWELS AT
APPROXIMPLACED ATELYOLDBE
J'E
I
AREAS ENT
_4" DEPTH MDR.
TO ABUTTING CONCRETE TO PREVENT
WES'WQ136 (fDTH
EU OF DOWELS
A 2SETI%Y NOTCH MENT. IN IAY BE PROVIDED.
TRANSITION BETWEEN 1
SEE STANDARD T-DI-3,4 FOR
WE DIAMETERS WHEN
-3" DAMETER
EB
ALTERNATE DESIGN.
DEFERENT WES OF
PPES ARE ENCOUNTERED.
SEE NOTE
S. 3" DIAMETER WEEP HOLE W�
I
MASTIC HARDWIRE CLOTH WN2"
24"
'r
OR GALVANIZED STEEL LOW.NE/I R 4MMUM
WIRE DOS",HORED IRMESH
ME
HARDWARE CLOTH
ARECL FIRMLY
Ill
STRUCTURE.
TO THE OF TIE STRUCTURE.
OFTHEUCTUR
���� ��������
PLACE
9. CAST IN PLAICE CONCRETE IS TO BE
N APING OF MANHOLE AND INLET AVERTS IN NUANCE WITH
1
CLASS AT (WOO PI PRECAST
THIS DRMNC IS TO APPLY TO THOSE STRUCTURES SPECIFIED
-
CONCRETE IS TO BE 4000 PS.
ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVEST OF
STRUCTURE.
SECTION A -A _f1_LL1tfILLL
+
3Vi};
10. ANY ALTERNATE METHODS OF ANCHORAGE
MEETING THE APPROVAL OF THE ENGINEER
OR DROP INLET IS TO BE FORMED AND CONSTRUCTED
SEE DETAL B
CONCRETE QUANTITIES FOR MIN. DEPTH
TI4
IT
MAY BE SUBSTITUTED FOR THE CAST EOM
MANHOLE
IN ACCORONNCE WITH APPLICABLE STANDARD OR SPECIAL
DRAM
LUGS AS SHOWN HEREON.
THE INVERT SOUPING AS DETAILED HEREON IS TO CONSIST
OF
12" CONCRETE PIPE - L440 CU. M. CONCRETE
15" CONCRETE PIPE - E52S M. YD.
1'/�'
I
III"
IPPRO)NATE WSW
CAST EON
GRATE W3 2 1S LM
'I. DUMP NO WASTE DRANS TO WATERWAY
LETTERING IS REQUIRED ON ALL DH1
AGRTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS N C
CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE
DIAMETER AND CONSIST OF STONE, BROKEN BICN
SW
PP 18" CONCRETE E - LIMO CU. M. M
1-
-
GRATES LOCATION OF LETTERING MAY
UP TO 4"IN
BROKEN CONCRETE OR BROWN! CONCRETE BLOCK. THE SUXEAS
24" CONCRETE PIPE - LSfl CU. M. CONCETE
SECTION
C-C
SECTION D-D
VARY BY MANUFACTURER.
SHALL BE LEFT SMOOTH BY MEANS OF TWO TROWELlNO. NON
CU M PER
OF THE COARSE AGGREGATE SHALL REMAIN IMPOSED.
- SLOPE
TO
DIMIIN PPE TO INVEST
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
2= FOOT OFDEPTH.GRATE
DETAIL
I , I
DETNLS OF INVERT SHAPING AS SHOWN HEREON ME FOR BINDLE
PURPOSES ONLY. EACH MANHOLE OR DROP INLET S TO BE SHAPED -
••
`NLJOT
SPEC6ICATION
INDIVIDUALLY TO BEST FT THE PARTIODLM INLET AD OUTLET
STANDARD DROP INLET
REFERENCE
CONFIGURA MN AD ROW NEs SECTION B-B
ROAD IMD BRIDGE STANDARDS
PLAN
SLEET 1 OF T
REVBax RITE
12" - 24" PIPE( MAXIMUM DEPTH (H) - 10'
233
METHOD OF TREATMENT IN MANHOLES
D4.0
VPQU DEPARTMENT OF iRANSPORTAI/DN
3oz
O-3A 3B.3C
EXPANSION
WyY
XVDC3T
STANDARD METHOD OF SHAPING
9PECPIC,XT
REFERFND
ExPARS10x JOINT
'
L S-O•
FRNHEE6 LOVER }LET BALK OF SEEWAK J�'7
SEE STANDARD D-2. l L`•-IILI
BARS 0
JOINT
'J��MRDPT q x
W
�ISN
MANHOLE & INLET INVERTS
$IIEEART 1 a
RE GATE
IJ
1
BARS G
I
4•
2'•�
GGG��I
m�
TER
GU TER
1mnR
VIRCNA DEPARTMENT OF TRANSPORTATION
302
�C
BW�W�f�w%----------------------------
PLAN SECTION A -A
10' MAX, NEYlD COAST. JOINT
MA%. 20' WARPED
GUTTER
�B S APPROACH
A GUTTER
INS
ug
B S G
ED
BNtG F BARS E WW P HOLER EwEEP HOLEFRONT ELEVATION DA2$ F1.. Bm,B - GUTTER REMOVED) S-0•
%j'
s%'/ BENT*KATE SECTION B-B
TYPEA NOSE OETNL SXALL Bf USED WITX LG-3 M CG-) STINDAR05 LG ANIZI:D A -
TYPE B NOSE DETAIL SHALL BE USED WITH N-2 B CG-6 STADAR05 TYPE A TYPE B %' X 4' STUD SHEAR COEECTOR WELDED
GKVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF W-30' TO ANGLE NIXN AT TC-C.
CONNECTORS AND IS TO BE ANCHORED WWN Vz" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2-C-C.
2
PR.PANEMENT
01-3A 1 D-38 L D-3C ,L T'.': WARPED PAVEMENT
I I I T
I
FLOW FLOW FLOW .;'•�
1 I I DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR ME IN SAS WITHOUT GUTTER
BOTH BIDES TO BE SYMMETRICAL
ROAD AND �D�TNOAROS SPECFICATDN
STANDARD CURB DROP INLET REFERENCE
SHEET I OF 2 REVOION DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' z33
104.09 Da
/1D VIRGINIA DEPARTMENT OF TRANSPORTATION SD2
BOLLARD DETAIL
No Scale
4" DIAMETER STEEL
PIPE FILLED WITH
CONCRETE. BOLLARD
SHALL BE PAINTED
YELLOW
PAVEMENT
2'-0" DIAMETER
CONIC. FOOTING
EXIST GRAD METAL INSPECTION FRAME W/SOLID LID
(NEENAH R-1975 OR EQUIUALEN"
3" CONCRETE COLLAR
RUSHED STONE BEDDING
6"DI CLEANOUT
PLUG AT EB
OF LINE
CLEANOUT DETAIL
No Scale
SIGNAGE NOTES:
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
REVISION THERE TO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
NOTE 1 ABOVE.
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
SOLID WHITE LINE 24"
u
(TYP )
F� 12
STD. (VARIES)
R1-1
NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL
HIGH INTENSITY SHEETING NO SCALE
SOLID WHITE LINE
2' 2'
(TYP.) (TYP.)
STRIPING AND SIGNAGE DETAIL
I
4 al
A
CURB TRANSITION DETAIL
No Scale
7
1
EXPANSION JOINT WITH
PREMOLDED EXPANSION
FILLER, "ZIP STRIP" OR
EQUIV., SEAL WITH
SILICONE SEALANT
1/4" SEALANT
NON -SLIP BROOM FINISH
WWF 6x6 W2.9xW2.9
2„
` 10" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
0 0 6" TYPE 21A STONE COVER
COMPACTED SUBGRADE (CBR 11.2)
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
HEAVY DUTY CONCRETE SECTION
SIGN AND POST DETAIL
SIGN
STD. U POST
GALVANIZED
IN.
RESERVED ESEWED
PARKING I I PAW(WG
I I'.1111I - I■I II'.1I111 .
REFER TO VDOT STD STP-1 DETAIL
FOR MOUNTING REQUIREMENTS
TVAN
6'-8" MIN. ACCESSBLE F-8" MIN.
ABOVE ABOVE
FINISHED FINISHED
GRADE GRADE
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.
PARKING SIGNS FOR THE DISABLED
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND
HANDICAP SIGN
LOCATION (TYP.)
�1 0
PER
VDOT
HANDICAP SIGN
LOCATION (VAN)
t , ■ J
8' 1 5' 1 8' 1 8' 1 8'
TYPICAL VAN
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
1.5'1 BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
EXISTING AGGREGATE BASE
COMPACTED SUBGRADE
MILL AND OVERLAY SEQUENCE:
REMOVE EXISTING ASPHALT. COMPACT AND
ROLL TEST EXISTING BASE COURSE. THEN PLACE
NEW ASPHALT SURFACE.
MILL AND OVERLAY PAVEMENT SECTION
No Scale
1
CONCRETE BUMPER BLOCK
AS NOTED ON C4.0 & C4.1
`FACE OF
CURB
4"
PAINTED
STRIPE
(TYPICAL)
9'
REGULAR SPACE
LENGTH
ANCHOR WITH 5/8' REBAR
IMBEDDED 24" IN GROUND;
2 PER WHEEL STOP
PRECAST CONCRETE WHEEL STOP
No Scale
pLTH ON Opo,,
CLINT W.
S FFLET >�
Lie. IV 51380 4C
10-25-2021
�IS
i;S10 AL �G49
z
O
a_
U)
LU
W
z
O
W
LU
W
w
Q
DATE
1012512021
DRAWN BY
K. FLYNN
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
SCALE
N/A
ui
PLAN SECTION A -A
10' MAX, NEYlD COAST. JOINT
MA%. 20' WARPED
GUTTER
�B S APPROACH
A GUTTER
INS
ug
B S G
ED
BNtG F BARS E WW P HOLER EwEEP HOLEFRONT ELEVATION DA2$ F1.. Bm,B - GUTTER REMOVED) S-0•
%j'
s%'/ BENT*KATE SECTION B-B
TYPEA NOSE OETNL SXALL Bf USED WITX LG-3 M CG-) STINDAR05 LG ANIZI:D A -
TYPE B NOSE DETAIL SHALL BE USED WITH N-2 B CG-6 STADAR05 TYPE A TYPE B %' X 4' STUD SHEAR COEECTOR WELDED
GKVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF W-30' TO ANGLE NIXN AT TC-C.
CONNECTORS AND IS TO BE ANCHORED WWN Vz" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2-C-C.
2
PR.PANEMENT
01-3A 1 D-38 L D-3C ,L T'.': WARPED PAVEMENT
I I I T
I
FLOW FLOW FLOW .;'•�
1 I I DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR ME IN SAS WITHOUT GUTTER
BOTH BIDES TO BE SYMMETRICAL
ROAD AND �D�TNOAROS SPECFICATDN
STANDARD CURB DROP INLET REFERENCE
SHEET I OF 2 REVOION DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' z33
104.09 Da
/1D VIRGINIA DEPARTMENT OF TRANSPORTATION SD2
BOLLARD DETAIL
No Scale
4" DIAMETER STEEL
PIPE FILLED WITH
CONCRETE. BOLLARD
SHALL BE PAINTED
YELLOW
PAVEMENT
2'-0" DIAMETER
CONIC. FOOTING
EXIST GRAD METAL INSPECTION FRAME W/SOLID LID
(NEENAH R-1975 OR EQUIUALEN"
3" CONCRETE COLLAR
RUSHED STONE BEDDING
6"DI CLEANOUT
PLUG AT EB
OF LINE
CLEANOUT DETAIL
No Scale
SIGNAGE NOTES:
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
REVISION THERE TO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
NOTE 1 ABOVE.
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
SOLID WHITE LINE 24"
u
(TYP )
F� 12
STD. (VARIES)
R1-1
NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL
HIGH INTENSITY SHEETING NO SCALE
SOLID WHITE LINE
2' 2'
(TYP.) (TYP.)
STRIPING AND SIGNAGE DETAIL
I
4 al
A
CURB TRANSITION DETAIL
No Scale
7
1
EXPANSION JOINT WITH
PREMOLDED EXPANSION
FILLER, "ZIP STRIP" OR
EQUIV., SEAL WITH
SILICONE SEALANT
1/4" SEALANT
NON -SLIP BROOM FINISH
WWF 6x6 W2.9xW2.9
2„
` 10" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
0 0 6" TYPE 21A STONE COVER
COMPACTED SUBGRADE (CBR 11.2)
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
HEAVY DUTY CONCRETE SECTION
SIGN AND POST DETAIL
SIGN
STD. U POST
GALVANIZED
IN.
RESERVED ESEWED
PARKING I I PAW(WG
I I'.1111I - I■I II'.1I111 .
REFER TO VDOT STD STP-1 DETAIL
FOR MOUNTING REQUIREMENTS
TVAN
6'-8" MIN. ACCESSBLE F-8" MIN.
ABOVE ABOVE
FINISHED FINISHED
GRADE GRADE
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.
PARKING SIGNS FOR THE DISABLED
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND
HANDICAP SIGN
LOCATION (TYP.)
�1 0
PER
VDOT
HANDICAP SIGN
LOCATION (VAN)
t , ■ J
8' 1 5' 1 8' 1 8' 1 8'
TYPICAL VAN
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2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
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LIFT NOTCH
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NOTES:
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TYPICAL METER BOXE
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FIG. W-7
PLACE 5' GALVANIZED WITNESS POST WITH
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FIG. W-5
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OR APPROVED EQUAL
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NOTE: -
NO SWEATED FITTINGS
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SINGLE SERVICE
NOTE:
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STOP
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DB 1509 PG 126 (PLAT)
ZONED: R1 RESIDENTIAL /
APPROX. LOCATION OF
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DB 5117-193; DB 3524-59 (PLAT)
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DUMPSTER PAD AND ENCLOSURE. 8'
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1012512021
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PLANT SCHEDULE
TREES
BOTANICAL NAME
NYS SYL
NYSSA SYLVATICA
PLA OCC
PLATANUS OCCIDENTALIS
QUE PHE
QUERCUS PHELLOS
TIL GSP
TILIA CORDATA'GREENSPIRE'
EVERGREEN TREE
BOTANICAL NAME
ILE SAT
ILEX OPACA'SATYR HILL'
JUN EAS
JUNIPERUS VIRGINIANA
FLOWERING TREES
BOTANICAL NAME
CER FOR
CERCIS CANADENSIS •FOREST PANSY'TM
COR FLO
CORNUS FLORIDA
MAG SWE
MAGNOLIA VIRGINIANA
SHRUBS
BOTANICAL NAME
FOT GAR
FOTHERGILLA GARDENII
ILE BUR
ILEX CORNUTA'BURFORDII NANN
ILE GLA
ILEX GLABRA
ILE WIN
ILEX VERTICILLATA
ITE NLA
ITEA VIRGINICA'LITTLE HENRY
GROUND COVERS _[3OTAICAL
NAME
HYP CAL
I HYPERICUM CALYCINUM
P _ - - - - - - - - - - - II
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1010112021
DRAWN BY
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CHECKED BY
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JOB NO.
48757
SHEET NO.
L1.0
L
M
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 Y OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE - STAKING SPECIFIED
3- 2" x 2" HARDWOOD STAKES
ROOT BALL
12 GAUGE GALVANIZED WIRE
NEW 1/2" RUE
12 GAUGE GALVAN
ALLOW FOR SLIGHT N
3 2x2 HARDWOC
2'-6" MIN BELOW
STAKE SHALL BE
MIN. 18" OUT FIR,
AND OUTSIDE OF
SET ROOTBALL FLUSH TO
1-2" HIGHER IN SLOWLY
SOILS. DO NOT COVER TI
THE ROOTBALL'
ROOTFLARE SHALL
ABOVE FINISH
PRUNE
1:1 SLOPE OP
PLAN
SCARIFY SIDES BEFORE
PLACE RO(
UNEXCAVATED OR TAI
MULTI -STEM TREE - STAKING SPECIFIED
NOT TO SCALE
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS A
THE SAME GRADE A
ORIGINALLY GROWN OR 1
ABOVE IN POOR DRAININ
SOILS. DO NOT COVER THE TC
OF THE ROOTBALL WITH SO
REMOVE ALL STRING, WIRE, AN
BURLAP FROM TOP % OF BAI
BACKFILL PLANTING PIT WIT
NATIVE SOIL. INCORPORAT
SLOW -RELEASE GRANULA
FERTILIZE
SCARIFY BOTTOM AND SIDE
OF PIT
=W
ROOT BALL
12 GAUGE GALVANIZED WIRE
3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE
KEEP 4-6" AWAY FROM TRUNKFLARE
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
6"SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
DO NOT PRUNE TERMINAL LEADER
OR BRANCH TIPS
REMOVE TAGS, LABELS AND
PLASTIC SLEEVING DO NOT
WRAP TRUNK
PRUNE BROKEN BRANCHES
2-3" MULCH LAYER TO EDGE OF
DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
6" SAUCER
1" COMPOST LAYER
IF FIELD GROWN CUTAWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP % OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6"SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
canopy (sf)
NYS SYL
8
NYSSA SYLVATICA
SOUR GUM
2.5" CAL.
B&B
1,216
PLA OCC
13
PLATANUS OCCIDENTALIS
AMERICAN SYCAMORE
3.5" CAL.
B&B
19,175
QUE PHE
4
QUERCUS PHELLOS
WILLOW OAK
2.5" CAL.
B&B
2,105
TIL GSP
5
TILIA CORDATA'GREENSPIRE'
GREENSPIRE LITTLELEAF LINDEN
3.5" CAL.
B&B
1,645
EVERGREEN TREE
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
ILE SAT
22
ILEX OPACA'SATYR HILL'
SATYR HILL AMERICAN HOLLY
6'-7' HT.
B&B
1,232
JUN EAS
4
JUNIPERUS VIRGIN IANA
EASTERN REDCEDAR
6' HT.
B&B
64
FLOWERING TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
CER FOR
12
CERCIS CANADENSIS FOREST PANSY' TM
FOREST PANSY REDBUD
6'-8' HT.
B&B
1,488
COR FLO
15
CORNUS FLORIDA
EASTERN DOGWOOD
6'-8' HT.
B&B
1,860
MAG SINE
7
MAGNOLIA VIRGINIANA
SWEETBAY MAGNOLIA
6'-8' HT.
B&B
791
TOTAL = 29,576
SHRUBS
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
SPACING
FOT GAR
10
FOTHERGILLA GARDENII
DWARF FOTHERGILLA
24" HT./SPRD.
CONTAINER
48" ox.
ILE BUR
72
ILEX CORNUTA'BURFORDII NANA'
DWARF BURFORD HOLLY
24" HT./SPRD.
CONTAINER
48" ox.
ILE GLA
42
ILEX GLABRA
INKBERRY HOLLY
24" HT./SPRD.
CONTAINER
48" ox.
ILE WIN
16
ILEX VERTICILLATA
WINTERBERRY
24" HT./SPRD.
CONTAINER
48" ox.
ITE NLA
44
ITEA VIRGINICA'LITTLE HENRY'
VIRGINIA SWEETSPIRE
18"-24" HT./SPRD.
CONTAINER
36" O.C.
GROUND COVERS
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
SPACING
HYP CAL
1286
1 HYPERICUM CALYCINUM
I CREEPING ST. JOHN'S WORT
4" POT
I CONTAINER
18" O.C.
LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS
* per Albemarle County ARB DESIGN GUIDELINES
STREET
LENGTH
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
1 LG TREE PER 35 LF
13 LARGE TREES
ROCKFISH GAP TPKE
470 LF
WITH INTERSPERSED
470/35 = 13.4
13 LARGE TREES
15 FLOWERING TREES
FLOWERING TREES
1 LG TREE PER 35 LF
5 LARGE TREES
CROZET AVE
167 LF
WITH INTERSPERSED
167135 = 4.7
5 LARGE TREES
6 FLOWERING TREES
FLOWERING TREES
LANDSCAPING OF PARKING AREAS
per Albemarle County ARB DESIGN GUIDELINES
REQUIREMENT
PARKING LOT SPACES
CALCULATIONS
REQUIRED
PROVIDED
1 LG. SHADE TREE PER 10
14 PARKING SPACES
14/10 = 1.4
1 LG. SHADE TREE
2 LARGE SHADE TREES
PARKING SPACES
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
6,922 SF
6,922 x .05 = 346 SF
346 SF
710 SF
TREE COVER CALCULATIONS
per Sec. 32.7.9.8 of the Albemarle County Code
SITE AREA
REQUIREMENT
CALCULATION
REQUIRED QUANTITY
PROVIDED QUANTITY
2.56 AC (GROSS SITE
10%COVER
2.56 AC x .1 = 0.256 AC
11,151 SF
29,576 SF
AREA)
= 11,151 SF
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.
GENERAL 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 SEWERNVATER 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.
KW.H�CpCiIII
�o. 1
10/21 /2021
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DATE
1010112021
DRAWN BY
F. HANCOCK
DESIGNED BY
F. HANCOCK
CHECKED BY
F. HANCOCK
SCALE
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SHRUB PLANTING
JOB NO.
48757
SHEET NO.
L2.0