HomeMy WebLinkAboutSDP202100081 Plan - Approved 2021-12-10CROZET SELF STORAGE
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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
TIE CODE
AMOUNT
UNITS
WEEKDAY
A T
AM PEAK HOUR
PM PEAK HOUR
IN
OUT
TOTAL
IN
OUT
TO T A_
Proposed Development
Mini Warehouse
151
90,000
SF
136
5
4
9
/
8
I s,
TOTAL
1 136
5
4
7
8
1S
INITAL SITE PLAN
ALBEMARLE COUNTY, VIRGINIA
OCTOBER 25, 2021
VICINITY MAP
SCALE 1" :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
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DRAWN BY
K. FLYNN
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
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JOB NO.
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SHEET NO.
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LEGEND
ROADS
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STORM PIPE & STRUCTURE NO.
DROP INLET & STRUCTURE NO.
CURB ...
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CURB & GUTTER
BENCH MARK
. r. r. r..
CLEARING LIMITS
- - 200 - --
EXISTING CONTOUR
200
PROPOSED CONTOUR
+ 240.5
EXISTING SPOT ELEVATION
TC 240.5
PROPOSED SPOT ELEVATION
10
PARKING COUNT
SEWER
EXISTING SANITARY SEWER
WATER
EXISTING WATER LINE
GRADING
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
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
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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.
PAN
CONC CURB AND GUTTER CLASS 3A,
(fe=3,000 PSI) CONCRETE
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CONTINUE 21B STONE
COMPACTED BASE FROM ADJACENT
SUBGRADE PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG-6 CURB & GUTTER
•
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
IgI�I�I�I�I�1
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%
d
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
•••t,66
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DATE
1012512021
DRAWN BY
K. FLYNN
DESIGNED BY
C. SHIFFLE7T
CHECKED BY
C. SHIFFLE7T
SCALE
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JOB NO.
48757
SHEET NO.
C1.0
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FEE
DETAIL A
GENERAL I
1. METHOD 'A" PIPE BEWi1G SXALL BE USED FOR ALL TYPES OF PPE CULVERTS WITHINTHE
APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STNW)ARD PC-1 TABLES UNLESS
OTHERWISE NOTED ON THE PLANS.
2. H - HEIGHT Di COVER MEASURED FROM TOP OF OBVERT TO FINISHED GRADE.
3, b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM MEANING SO..
CIRCULAR PIPE
1. 0 - OUTSIDE DIAETER OF PPE.
2. D - INSIDE DIAMETER OF PPE.
3. X - WIDTH OF CLASS I BACI MATERAL BEYOND THE E%TIEHITY Of THE PPE.
X - V WHERE 6 IS LESS THAN 38".
X . IS:WHERE 6 S 36" ND GREATER.
4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE)
30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR CEO.
S OL. FOUNDATIONLTYPESEFOR MAY BE
ENTRµCEEPIPEF(EX�TI PLASTIC PIK) SO" AL MATEWL ND
LE55 IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS.
6. SECOND MATERIAL AND CLASS ISACKFLL MATERIAL MAY BE ELIMINATED FOR SHOULDER
SLOT NLET (DI-13) OUTLET PIPES INSTALLATIONS.
ELLIPTICAL PIPE
1. S1 - OUTSIDE SPAN DMENSION OF PIPE.
2. S2 - MERGE SPAN DIMENSION OF PPE.
3. R - OUTSIDE RISE DIMENSION OF PPE.
4. X - WDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE.
X - 121• WHERE 52 15 LESS THAN 36".
% - 18" WHERE SiIS 36" AEI GREATER
5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELWINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 S 3B" OR
LESS AND HEIGHT OF COVER 15'OR LESS.
6. REGULAR BIDOWL MATERIAL MAY BE USED IN LEU OF CLASS IBACKFILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND
HEIGHT OF COVER UP OR USE.
PIPE ARCH
1. S - SPAN DI ENSHON Of PPE.
2. R - RISE DEQNSDN OF PIPE.
3. B - SEE PC-1 TABLE FOR AIII PIPE MATERIAL
4. IT - WIDTH OF CL HBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PPE,
- 12•' WHERE S2 S LESS THAN M1.
x . 16" WHERE 52 S M" MD GREATER
5. WHERE DIRECTED BY THE ENGINEER. DENNIS MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROHTEE ENTRANCE PPE WHERE S2 S 35" OR
LESS AND HEIGHT OF COVER 15'OR LESS.
G. REGULAR BACKFILL MATERIAL MAY BE USED IN UL1 W CLASS I BAOffLL NATERAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE WE WHERE S S 35" OR LESS AND
HEIGHT OF COVER IS' OR LE55.
PECERENCED INSTALLATION OF PIPE CULVERTS & STORM SEWERS �D
REFERENCE
3D2 GENERAL NOTES ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 C£ 1
303 VIRGINIA DEPARTMENT OF TRANSPORTATION
D].00
PB-I I NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF PILL TOP OF FILL TOP OF FILL
MIN. 1110 DJ D X E IOT,6 1 DJ t,l %I'P"'� °'"I %1�SECOMATEDDL
PER VOF H
MIX. G", MAX. 24^
NORMAL EARTH FOUNDATION ROCK FOUNDATION
PIPE PROJECTION ABOVE GROUND LINE
MIN. 1.5 x 0 MIN. 1.5 x D
--TOP OF FILL
FOUNDATION SOFT
OR
MN. 1/10 D % D X BEDDING
MATERIAL
NORMAL EARTH FOUNDATION
uNYeLdrvc
-
1'T OFEH % D % SOL
MN. B11. BEDDING
MAX. 24' �MTERI&
ROCK FOUNDATION
w
- �n
MN. 1/10� BEDDING EARTH
MATERIAL
FOUNDATION SOFT, YIELDING, OR
OTHERWISE UNSUITABLE MATERIAL
®BEDDING
MATERIAL IN ACCORDANCE WITH
SECTION 302 OF THE ROAD AND BRIDGE
EMBAP(M:NT
NOTES:
SPECIFICATIONS.
CLASS I BACKFILL MATERIAL IN ACCORDANCE
REGULAR BAO(FLL MATERIAL IN ACCORDANCE
BAC
FOR GENERAL NOTES ON PIPE BEDDING,
SEE INSTALLATION OF PIPE CULVERTS
WITH SECTION 302 OF THE ROAD AND BRIDGE
WRH SR 3L2 OF THE ROAD CIO BRIDGE
SPTH SECTION
AND STOW SEWERS GENERAL NOTES
SPECIFICATIONS.
ON SHEET 107.00.
FOR PLASTIC PIPE
FOR AL OTHER PIPE REGULAR BACKFILL MATERIAL
L:::::] IN ACCORDANCE WITH SECTION 3D2 OF THE ROAD
CRUSHED GLASS CONFORMING TO THE
6" MINIMUM CLASS I BACKFILL MATERIAL PLACED
OVER PIPE IND 8" REGULAR BACKFILL MATERIAL.AGGREGATE
DIRECTLY
AND BRIDGE SPECFILATIONS.
SZE REQUIREMENTS FOR CRUSHER RUN
SIZE 25 AND 28 MAY BE
OR 12" OF CLASS I BACK FILL MATERIAL,
USED IN PLACE OF CLASS I BMKFILL.
IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
A COPY
UI 11XL UNIUINA ILFF
ICE.
Y. SECIIDX CAST NON �� Ye SECTION SIEFl VDC3T SPECIE GATON
NOTES INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE
LUGSII�r-]• ROAD un BRINE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 3D2
COOL TO BE I- I p_WY -I L 2y1' x 21/s" a I/i' 303
CAST WITH 1. DEPTH OF INLET GO TO BE SHOWN ON SHEET 1 OF 4 REVISION DATE
COLLAR D'-4" LONG FILMS. FOR DEPTH CREAIER THIN 10' ME
B T- STANDARD CHIA 10).01 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION
�OPTIONAL -
BRIfE RIBS N
CAST GALE,
IRON I STEEL
M ±
3 LBS I 43.6 US
INCLUDING I INC�CNG�
B 2. THE "H" DN:NSION SHOWN ON THE S-1
STANDARDS AND SPECIFIED DN TIE PLANS
AWELDED
THE OtM LSDWE TOOTTHE TOP OF TE
JOINT
STRMTURE. PLAN W' DMENSONS ME
APPROXIMATE ONLY FOR ESTIMATING
WELD ALL
PURPOSES AND THE ACTUAL DIMENSIONS
CONNECTORS
SHALL BE DETERMINED BY THE
'9
TO COLLAR
CONTRACTOR FROM FIELD CONDITIONS.
3. WHEN SPECIFIED ON THE PLANS THE
INVERT S TO BE SHAPED N ACCORDANCE
F
WITH STANDARD II THE COST OF
FURNISHING AND PLACING
AL MATERIALS
NCIDENT& TO THE SHAPING
IS TO BE
INCLUDED N THE BD PRIM FOR THE
h^ % F/T" x 4"1 yG" x 4"
LUGS 12" B%" STUD SHEAR
,q�I' {•-�I-�I CONNECTIONS
SEE DETAIL
T
SECTION B-B
COLLAR DETAIL I .
/+T R/SEO
LE
STRUCTURE.
4. N THE EVENT THE INVERT OF THE
OIJUI PIPE IS HIGHER THAN THE
BOTTOM INVERT
THE STRUCTURE THE
OF THE STRUCTURE EHILL B'E E PED
WITH CEMENT MORTAR TO PREVENT
STANDING OR PONDNG OF WATER N THE
�up�EN S &L CWO1S�SF &
TO NLET SHARING B TO BE NCUUMID
N THE BD PRICE FOR THE STRUCTURE.
0. STEPS ARE TO BE PROVIDED WHEN H B
V' OR GREATER. FOR DETAILS SEE
STANDARD ST-1.
"
"
DUMP NO WASTE MANS TO WATEINAYS
DETAL B
6. THIS ITEM MAY BE PRECAST OR CAST-
SDI
IN -PLACE.
U
I
T. #4 % B" SMOOTH DOWELS AT
.
/-aMME T-3"
BEE DETAL
APPROXIMATELY 12" L-C TO BE
,.
/
I
PLACED IN ALL AREAS ADJACENT
Y'DEPTH MDR.
TO ABUTTING CONCRETE TO PREVENT
,,V'
tJ8 OR
SETTLEMENT. IN LIEU OF DOWELS
A 2"%4" NOTCH MAY BE PROVIDED.
TRANSITION BETWEEN 1
SEE STANDARD T-DI-3, 4 FOR
PPE DIAMETERS WHEN
3 DIAMETER
ALTERNATE DESIGN.
DIFFERENT
S ARE SZEWEEP WNDFTEAEO.
ME NOTE 5HOLE
8. ••
PLASTIC H�AIDWI M_OTNWI/Tr MESH
q
ED STEEL WRS MAMMA
OR C DIAMETER
WARE DLtlIETER 0.03", NIMBiR 4 MESH
HADWAE CLOTH ANCHORED FIRMLY
TO THE OUTSIDE OF THE STRUCTURE.
NOTES'
9. CAST N PLACE CONCRETE BE
OF MMRiTO AND INLET FARCE WITH
C T
CLASS A3 I31100 PSG, PRECAST
THIS DRAWING S TO APPLY TO THOSE SMONRES SPECIFIED
HOSES R
-
CONCRETE IS TO BE 4000 PO.
ON PLANS OR WHERE INVERT OF WE S MOVE AVERT CH
ON
STRUCTURE.
SECTION A -A F/
'-
-'
3N1i +H
10. ME ALTERNATE ROV&METHODS OF EANCHORAGE
ANY AL THE MPROVM OF THE ENGNER
ENGINEER
MANHOLE OR DROP NUT IS TO BE FORMED MD CONSTRUCTED
SEE OCTAL B
CONCRETE QUANTITIES FOR MIN. DEPTH
TI4
IT
MAY BE SUBSTITUTED FOR THE CAST NOW
N ACCORDANCE WITH APPLICABLE STANDARD OR SPED& DRAWII
GS LUAS SHOWN HEREON.
THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF .
t2" GONNpORiEFE PPE - L410 CU, YD,CONCRETE
GONpifTE PPE - LH{2W LU. YD. CONCRETE
N/"
III"
APPROXIMATE WEMRT
CAST NON
11• DUMP NO WASTE DRAMS TO WATERWAY
PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS AS C
CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE
I1S"
S" CONNCCRRETE PPE - t820 W. YD. CONCRETE
1-'
'�I1�
GRATE 303 2 IB US
LETTERING IS REQUIRED ON ALL M-1
UP TIJ 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK.
24" CONCRETE PIPE - t51) cu. YD. COILRETE
SECTION
C-C
SECTION D-D
ORATES. LOCATION OF LETTERING MAY
VARY BY MANUFACTURER.
BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SUHFACI
SHALL BE LEFT SMOOTH BY MEANS OF HAD TROWELLING. NON
IDD 0469 LU YD PER
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.
`A-SLOPTD� TO INVERT
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
MENTION& FOOT OF DEPTH.
GRATE DETAIL
I • '
I
DETAILS OF MLY. E CHMING K SHOWN HEREON ARE FOR EXAMPLE
PUVIDU ONLY. EACH AR DROP INLET IS TO DAPPED E-
,
`VOOT
SPECIFICATION
U
INdVIOUALLY TO BEST FT THE PARTDULAR INLET AND OUTLET
IT THE
STANDARD DROP INLET
REFERENCE
CONFIGURATION AND ROW XES. SECTION B-B
ROAD AND eRD6E STANDARDS
PLAN
SHEET 1 OF I
-SIGN DATE
12" - 2411 PIPE: MAXIMUM DEPTH (H) - 10'
2n
7
METHOD OF TREATMENT IN MANHOLES
W.01
VIRGINIA DEPARTMENT OF TRANSPORTATION
30
OI-3A M. 3C
EXPANSION
NEY
VDOT
STANDARD METHOD OF SHAPING
SPECIFOAT
REFERRING
FOR DETAILS OF INLET JOINT 1
CONST ARS
BDS
JOINT
w
/ �"'"�pi
OECTARI oo DRIocEREVISARioNAROATE
MANHOLE & INLET INVERTS
c
sHHCH
30z
o=
1mna
VIRGINIA DEPARTMENT OF TRANSPORTATION
.075
r KEym CONST, JOINT
WARPED
CUTTER
PROACH
xJ Alf 3 A GIITTER
bM
B22S C J .0_..
---- CARS BASE [,B Io
W3- DIAMETER BARS E
WEEP HOU FRONT ELEVATION BARS F 1-6• 6" BARS B
(GUTTER REMOVED) 3•-O' 11A..
Bi. 5%'/ BENT PLATE J SECTION B-B •
TYPE A NOSE DETAIL SMALL BE USED WITH CG-3 M CG-) STMDARDS / R 6%LV X2 ED A.
TYPE B NOSE DETAIL SHALL SE USED WITH CG-2 D CO-6 STANDARDS. TYPE A TYPE B %j' X 4' STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN AMGLE OF 66.30' TO ANGLE NON AT 2-C-C.
CONNECTORS AND M TO BE ANC K ED WITH '/z" X 4" STUD SHEAR NOSE DETAILS
WELDED TO SENT PLATE AT 2'C-C. 2„
PAVEMENT
pl-3A L d-38 L 01-3C L T":...,-:-• -WARPED PAVEMENT
L FLOW _ELD-W
1 1 I DETAIL WHENEN USED
FOR USE ON GRAMS ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH
D STANDARD CURB DROP INLET �VCxrr SPECFICATON
ROM AD BRIDLE STNDARDS REFERENCE
SHEET I Di 2 PENSION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' z33
I04OB 0B/10 VRGNA DEPARTMENT OF TRANSPORTATION302
BOLLARD DETAIL
No Scale
4" DIAMETER STEEL
PIPE FILLED WITH
CONCRETE. BOLLARD
SHALL BE PAINTED
YELLOW
PAVEMENT
2'-0" DIAMETER
CONC. FOOTING
EXISTGRAD METAL INSPECTION FRAME W/SOLID LID
(NEENAH R-1975 OR EQUIUALENTJ
3" CONCRETE COLLAR
RUSHED STONE BEDDING
6"DI CLEANOUT
PLUG AT 6
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.)
12
STD. (VAR ES)
R1-1
NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL
HIGH INTENSITY SHEETING NO SCALE
SOLID WHITE LINE
2' 2'
(l YP.) (TYP.)
STRIPING AND SIGNAGE DETAIL
CURB TRANSITION DETAIL
No Scale
EXPANSION JOINT WITH
PREMOLDED EXPANSION
FILLER, "ZIP STRIP" OR
EQUIV., SEAL WITH
SILICONE SEALANT
1/4" SEALANT
NON -SLIP BROOM FINISH
W WF 6x6 W2.9xW2.9
2"
` 10" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
0 0 0 0 0 6" TYPE 21A STONE COVER
im�'tppLT N Ll� rr�
CLINT W. 7
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•
A Lic. N 54388 Ik •'
10-25-2021 <y,:
, F
'•; �O!1AL ���•`
/ �� j//�\ \ COMPACTED SUBGRADE (CBR 11.2)
E
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Q O
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DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
w a E
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Q V 3
HEAVY DUTY CONCRETE SECTION
um
w o
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W
00
a _ i
-
J Ln
d O N
(A N V
z W
W �
Z f
�' n a
SIGN
-i
Six
STD. U POST
vLL
ry
ur) X vMID
GALVANIZED
F ¢' MM
C US
i M
LIT
N M
d �
W J
O W
SIGN AND POST DETAIL
IN.
I. 1111 I ' I■I I1. RTN111
Fk
REFER TO VDOT STD STP-1 DETAIL
FOR MOUNTING REQUIREMENTS
TVAN
F-8" MIN. ACC E 6'-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
8' 1 5' 8' 8' 1 8'
TYPICAL VAN
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
1.61 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
HANDICAP SIGN
LOCATION (VAN)
1
CONCRETE BUMPER BLOCK
AS NOTED ON C4.0 & C4.1
`FACE OF
CURB
4"
PAINTED
STRIPE
9, (TYPICAL)
REGULAR SPACE
N
LENGTH
ANCHOR WITH %8" REBAR
IMBEDDED 24" IN GROUND;
2 PER WHEEL STOP
PRECAST CONCRETE WHEEL STOP
No Scale
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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.
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Lic. N 543R0 4C
10-25-2021
PoolONAL 'a
M E
O O
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W ,.,
1" COMPRESSION x 3/4" MALE PIPE COUPLING
Lu
OR APPROVED EQUAL
Q LL o B:
PLACE 5' GALVANIZED WITNESS POST WITH
W o
a u
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
0 Q o
z
b
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
1" TYPE "K"af
o rn
LIFT NOTCH
v
TO HIGHWAY DEPARTMENT APPROVAL.
SOFr COPPER
FOR USE ON ATTACHED SINGLE FAMILY
LD w 7
a
REMAINING BACKFILL SHALL
RESIDENT AL SERVICES OR DUAL RESIDENT AL
Z H y M
CC
NOT CONTAIN ROCK MATERIAL
[COVER
14 1/2"
AND IRRIGATION SERVICES.
'-
� o x
U
36"MIN LARGER THAN 5" IN ANY
12 3/8"
FINISHED GRADE
1"A*x1" TEE4
a<
LU
DIMENSION
12 1/2"
o a
v x N
z
24"MIN
=u ">
o
KFILL*
IN-8"MIN
:......::.y
i
~
(6n LIFTSAL )
NYrft
0
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EMBEDMENT
WATER
NOTE,
UJ
* THOROUGHLY COMPACTED
o
I I
rltl�
NO SWEATED FITDNGS
2
M
>
SPRING LINE
BY HAND OR APPROVED
ADJUSTABLE TRAFFIC RATED
OF PIPE
MECHANICAL TAMPER
O
j
VALVE BOX W/ LID
HAUNCHING
CAST IRON LID
DUAL SERVICE
R
N0. 68 STONE
— _
Z
COMPRESSION 4" MALE PIPE COUPLING
BEDDING 6" max
18" METER BOX
ORAPPROVED EQUAL
4" min
FOUNDATION (SHALL BE
M N
SOFT COPPER
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
cli
D (D 0
0
ALL PIPE)
n
FOR USE ON DETACHED SINGLE FAMILY
=
\�L RESIDENTIAL SERVICE WHERE AN IRRIGATION
H
i _ ILL
METER IS NOT PROVIDED.
p
NOTE :
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE,
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
NTS
FIG. S-3
n
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXE
(5/8"-1" METERS)
NTS
FIG. W-7
M.J. GATE VALVE
2500 P.S.I.
CONCRETE b c 2'x 2' BEARING AREA.
THRUST BLOCK d
yOa.
d. o n
d
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BOTANICAL NAME
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HYPERICUM CALYCINUM
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1010112021
DRAWN BY
F. HANCOCK
•
DESIGNED BY
•
F. HANCOCK
•
CHECKED BY
F. HANCOCK
• •
SCALE
•
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I o 20' 40' 48757
SHEET NO.
1 I L1.0
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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" RUB
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 1
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 P
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
WRAPTRUNK
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 SWE
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" Q.C.
ILE GLA
42
ILEX GLABRA
INKBERRY HOLLY
24" HT./SPRD.
CONTAINER
48" Q.C.
ILE WIN
16
ILEX VERTICILLATA
WINTERBERRY
24" HT./SPRD.
CONTAINER
48" Q.C.
ITE NLA
44
ITEA VIRGINICA'LITTLE HENRY'
VIRGINIA SWEETSPIRE
18"-24" HT./SPRD.
I CONTAINER
36" Q.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.
K W. H,i�I11
�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
L
JOB NO.
48757
SHEET NO.
L2.0