ARB202200111 Plan - Submittal (First) 2022-12-27nni n iparu F Pnni aNn WFAI Tw ['I "i% i
GENERAL NOTES
OWNERS:
TMP075oo-00-00-o55Co
I.W. SIEG & CO. INC.
P.O. BOX 298
CHARLOTTESVILLE, VA 22902
TMP 07500-00-00-05500
J W SIEG & COMPANY INC.
P.O. BOX 2.98
CHARLOTTESVILLE, VA 22902
DEVELOPER:
DEREK SIEG
P.O. BOX 298
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
Zoo GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
TAX MAP:
TMP 07500-00-00-o55Co TMP 07500-00-00-05500
D.B. 929, PG. 036 D.B. 692, PG.483
o.go ACRES 2.27 ACRES
TOTAL PROJECT AREA:
3.17 ACRES
ZONING:
HC COMMERCIAL ZONING (HIGHWAY COMMERCIAL). THE PROPERTY IS ALSO SUBJECT TO THE FOLLOWING OVERLAY DISTRICTS:
MANAGED STEEP SLOPES OVERLAY DISTRICT, ENTRANCE CORRIDOR OVERLAY DISTRICT (EC), AND AIRPORT IMPACT AREA
OVERLAY DISTRICT (AIA).
TOPO & SURVEY:
BOUNDARY SURVEY PROVIDED BY ROUDABUSH, GALE, & ASSOCIATES IN AUGUST 2020. TOPO IS FIELD SURVEY PERFORMED BY
LINCOLN SURVEYING IN 2023, AND UPDATED BY ROUDABUSH, GALE, AND ASSOCIATED IN AUGUST 2020. THE TOPO HAS BEEN
FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER 2022.
DATUM:
NAD83, NAVD 88
EXISTING CONDITIONS:
(2) WOODED LOTS WITH AN OLD DRIVEWAY AND REMNANTS OF AN OLD STRUCTURE
PROPOSED USE:
POOL AND HEALTH CLUB
POOL (5,445 SF) AND A CONCRETE POOL DECK AREA
(io) OPEN AIR CABANAS (TOTAL 2,000 SF)
CHANGING ROOMS/BATHROOMS & CONCIERGE LOUNGE & SNACK BAR (3, 450 SF)
COVERED PORCH AREA (1,46o SF)
SPA & GYM FACILITY (3,150 SF)
(2) PICKLE BALL/SPORT COURTS
ALLOWABLE DENSITY:
N/A -THIS IS A COMMERCIAL DEVELOPMENT
PROPOSED DENSITY:
N/A - THIS IS A COMMERCIAL DEVELOPMENT
OPEN SPACE:
N/A/ - NO REQUIRED OPEN SPACE WITH THIS PROJECT
BUILDING HEIGHTS:
PROPOSED (i) STORY BUILDINGS, 20 FEETTO 25 FEET MAXIMUM IN HEIGHT. MAXIMUM ALLOWABLE HEIGHT IS 65 FEET, AND THE
STRUCTURES WILL NOT EXCEED 65 FEET. NOTE: BUILDING HEIGHTS THAT ARE OVER 4o FEET OR 3 STORIES SHALL PROVIDE A
STEPBACK PER SECTION 4.20.
SETBACKS:
FRONT SETBACK: io' BLDG. MINIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W.
30' BLDG. MAXIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W.
io' MINIMUM FOR OFF-STREET PARKING OR LOADING SPACES FROM ANY PUBLIC STREET R/W.
NOTE: THE MAXIMUM 30' BUILDING SETBACK DOES NOT APPLY TO THIS PROJECT, BECAUSE THE LOT IS ABUTTING A PRINCIPAL
ARTERIAL HIGHWAY/ INTERSTATE. BASED ON THE ZONING ORDINANCE, THE MAXIMUM SETBACKS DO NOT APPLY TO A PARCEL
ABUTTING A HIGHWAY OR INTERSTATE.
SIDE & REAR SETBACK:
MINIMUM: IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (1) NO
PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 5o FEET FROM THE DISTRICT BOUNDARY;
AND (11) NO OFF-STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY. IF
THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND
SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE.
MAXIMUM: NONE
STEPBACKS:
FRONT - FOR EACH STORY THAT BEGINS ABOVE 4o FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER
IS LESS, THE MINIMUM STEPBACK SHALL BE i5 FEET.
SIDE & REAR: NONE
BUILDING FOOTPRINT:
NO MINIMUM OR MAXIMUM BUILDING FOOTPRINTS.
PRIVATE TRAVELWAYS:
ROADSIDE DITCH ENTRANCE PRIVATE TRAVELWAY AND CURB & GUTTER PARKING LOT
UTILITIES:
CURRENT DESIGN: WELL/ SEPTIC FACILITIES ONSITE. THE POOL AND HEALTH CLUB WILL CONNECT TO THE PUBLIC WATER AND
PUBLIC SEWER SYSTEM FOR THE SIEG DEVELOPMENT, WHEN THE INFRASTRUCTURE IS INSTALLED.
NOTE: WATER DEMANDS FOR THE POOL FACILITY AND HEALTH CLUB:1,25o GPD (BASED ON HEALTH DEPARTMENT
APPLICATION FOR THIS PROJECT). THE TOTAL ACREAGE OF THE SITE IS 3.37ACRES. ALBEMARLE COUNTY ALLOWS BY -RIGHT
USES FOR WELL AND SEPTIC, PROVIDED THAT THE USE DOES NOT INVOLVE WATER CONSUMPTION EXCEEDING 400 GALLONS
PER SITE ACRE PER DAY. THE SITE ACREAGE IS3.17ACRES. THE ALLOWABLE WATER USAGE IS3.17ACRES x400GPD/ ACRE =
1,268 GPD. THE PROJECT WATER DEMANDS ARE 1,25o GPD; THEREFORE, THIS PROJECT MEETS THE REQUIREMENTS FOR A
BY -RIGHT DEVELOPMENT WITH AN ONSITE WELL & SEPTIC SYSTEM.
WATERSHED:
THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA (MOORES CREEK WATERSHED)
AGRICULTURAL/FORESTAL DISTRICT: NONE
LIGHTING:
ALL PROPOSED LUMINARIES WILL MEETTHE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17OFTHE ALBEMARLE
COUNTY ZONING ORDINANCE. THE FINAL SITE PLAN INCLUDES A LIGHTING PLAN THAT COMPLIES WITH THE ALBEMARLE
COUNTY ZONING ORDINANCE.
PHASING:
THE PROJECT WILL BE DEVELOPED AS ONE PHASE.
RECREATION:
N/A NO REQUIRED RECREATION WITH THIS PROJECT
PARKING:
COMMERCIAL PARKING REQUIREMENTS:
POOL: i SPACE PER 125 SF OF WATER SURFACE = i SPACE / 125 SF x 5,445 SF WATER = 44 REQUIRED PARKING SPACES
SPA/GYM : i SPACE PER 125 SF OF BLDG = i SPACE/125 SF x 2,700 SF = 22 REQUIRED PARKING SPACES
PICKLEBALL COURTS: 2 SPACES PER COURT = 2SPACES/COURT x 2 COURTS = 4 SPACES
TOTAL PARKING REQUIRED: 70 SPACES (INCLUDING (3) ADA HANDICAP PARKING SPACES)
TOTAL NUMBER OF PARKING SPACES PROVIDED: 70 SPACES (INCLUDING (3) ADA HANDICAP PARKING SPACES)
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT.
PRESERVED/MANAGED SLOPES:
THERE IS A SMALL PORTION OF AN EXISTING MANAGED SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON
SHEET 2. THESE SLOPES SHALL BE DEVELOPED IN ACCORDANCE WITH ALBEMARLE COUNTY REGULATIONS FOR MANAGED
SLOPES.
FLOODPLAIN:
THERE IS NO FLOODPLAIN LOCATED ON THIS SITE, PER FEMA MAP ID 51003Co28oD, DATED FEBRUARY 4, 2005. IN ADDITION,
THERE ARE NO STATE OR FEDERAL DAM BREACH INUNDATION ZONES LOCATED ON THE PROPERTY, OR ANY STREAM BUFFERS.
RETAINING WALLS:
NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT.
LANDSCAPING:
A LANDSCAPING PLAN SHALL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE
SECTION 32.7.9, AND SHALL BE SUBJECTTO THE REVIEW AND APPROVAL FROM THE ARCHITECTURAL REVIEW BOARD DURING THE
SITE PLAN PROCESS.
TRASH SERVICE:
A PROPOSED DUMPSTER AND DUMPSTER ENCLOSURE ARE PROPOSED ON THE SITE FOR TRASH SERVICE FOR THE POOL / SPA.
IMPERVIOUS AREAS/LAND
AREAS: TRAVELWAYS/PARKING LOT: 33,440 SF (o.77 ACRES) - (24%)
SIDEWALKS: lo,o2oSF(o.o2ACRES) - (i%)
BUILDINGS & FACILITIES: 30,575 SF (0.7o ACRES) - (22%)
LANDSCAPING/OPEN SPACE: 73,o6o SF (1.68 ACRES) - (53%)
TOTAL: 3.17 AC
PAVED PARKING AND VEHICULAR
CIRCULATION AREA: 129,900 SF
STORMWATER MANAGEMENT: THE SITE DEVELOPMENT SHALL COMPLY WITH DEQ AND ALBEMARLE COUNTY REQUIREMENTS FOR WATER PROTECTION,
INCLUDING WATER QUALITY AND WATER QUANTITY REQUIREMENTS. A SWM PLAN WILL BE PROVIDED WITH THE FINAL SITE
PLAN FOR LAND DISTURBANCE. WATER QUALITY AND WATER QUANTITY PRACTICES TO MEET STATE REQUIREMENTS WITH A
PROPOSED BIO-FILTER SWM FACILITY.
NEEDED FIRE FLOW CALCULATION: N/A, THE STRUCTURES ARE LESS THAN 5,000 SF IN SIZE AND DO NOT REQUIRE FIRE SPRINKLER SYSTEMS OR FIRE FLOW
REQUIREMENTS
AVAILABLE FIRE FLOW ONSITE:
N/A, NO AVAILABLE WATER ONSITE AT THIS TIME. UTILITIES WILL BE INSTALLED WITHIN THE COMMUNITY IN THE
FUTURE WITH THE PROPOSED REZONING AND DEVELOPMENT PLAN FOR THE SURROUNDING PROPERTIES.
INITIAL SITE PLAN
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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SCALE: 1" = 100'
BUILDING CODE NOTES:
1. 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.
2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN
ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE.
3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE
COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURE SHALL BE PROTECTED BY A
BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL
BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION
OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE
THROUGH A BACKWATER VALVE.
4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER
SIDEWALKS.
5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED
IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE
FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS
AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131.
6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA
PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE
COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE
TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION.
7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE
UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND
TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER
AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S).
8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY
ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
01
VICINITY MAP
SCALE: 1" = 1,000'
Sheet List Table
Sheet Number
Sheet Title
I
COVER
z
EXISTING CONDITIONS
3
SITE PLAN
4
UTILITY, GRADING, & DRAINAGE PLAN
5
NOTES & DETAILS
5 TOTAL NUMBER OF SHEETS
LEGEND
EDGE OF PAVEMENT
CURB
PROPOSED ASPHALT PAVEMENT
EXIS77NG VEGETARVE/
LANDSCAPE BUFFER
GREEN WAY BUFFER
PROPOSED EASEMENT,
VARIOUS WITH EACH SHEET
Q
DROP INLET & STRUCTURE NO.
DRAINAGE PIPE
BENCH MARK
VDOT STANDARD STOP SIGN
PROPOSED HANDICAP
PARKING SPACE STRIPING
«
PROPOSED ASPHALT
STRIPING (DIRECTING
7RAMC)
200
EXIS77NG CONTOUR
zoo
PROPOSED CONTOUR
506.71 TC
506.21 EP
PROPOSED SPOT ELEVAT70N
78C DENOTES TOP/BACK OF CURB
T B DENOTES TOP OF BOX
506.71 TW
506. 21 BW
PROPOSED SPOT ELEVA77ON
TW DENOTES TOP OF WALL
BW DENOTES BOTTOM OF WALL
0
PRESERVED STEEP SLOPES
MANAGED STEEP SLOPES
PEDESTRIAN AND VEHICLE ACCESS
0
PROPOSED CONCRETE
PROPOSED & EXIS77NG GUARDRAIL
. . . .
PROPOSED FENCE
Oo OO GO CO
100 YR. FLOODPLAIN
NOTES:
1. ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE
OR PRIVATE USE.
2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR
MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS.
3.
ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE
TRIP GENERATION MANUAL, ioTH EDITION. CODE 492 & 495 WERE USED FOR
THE DEVELOPMENT
PROPOSED 11,355 SF POOL FACILITY & 2,7oo HEALTH CLUB (GYM/SPA)
ADT RATE - 28.82 VPD PER ksf = 405 ADT (203 ENTER/ 202 EXIT)
AM PEAK RATE - 0.46 VPD PER DU = 26 VPD (23 ENTER/ 13 EXIT)
PM PEAK RATE - 0.56 VPD PER DU = 34 VPD (26 ENTER/ 18 EXIT)
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIADEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
COTT/R. CC>LLINS�Z
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CONSTRUCTION FIRE PREVENTION NOTES:
i. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO
MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING
SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR
DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING
SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO
WITHIN ioo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE
NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN i3FT 6 INCHES;
THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF
SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS.
4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE
FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE.
5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND
AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE.
6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF
EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.
FIRE EXTINGUISHERS SHALL BE PROVIDED, , WITH NOT LESS THAN ONE APPROVED FIRE
EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS
HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL;
HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN
ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.
8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE
VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE
ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE.
NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT
FROM THE ENTRANCE CORRIDOR SHALL BE
ELIMINATED. MECHANICAL EQUIPMENT FOR THE
PROPOSED DEVELOPMENT IS LOCATED ON THE
ROOF AND SHALL BE SCREENED FROM THE
ENTRANCE CORRIDOR.
NOTE: A KNOX BOX WILL BE REQUIRED ON EACH BUILDING.
THE LOCATION OF THE KNOX BOX CAN BE COORDINATED
WITH THE FIRE MARSHAL'S OFFICE.
NOTE: CONTRACTOR SHALL PROVIDE ENGINEER SURVEY
WORKSHEETS OF ALL ROADWAYS MANHOLE TOPS AND
DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P,
DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR
REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS
TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS
FOR CONSTRUCTION.
TMP: 75-56
OWNER: THE PINES
GROUP, LLC
ZONING: HC (HIGHWAY
COMMERCIAL)
ACREAGE: 10.796 AC
DB/PG: DB 2820, PG 397
NOTES:
1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED
AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER
OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL
NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES.
3. O REPRESENTS ONE PROPOSED PARKING SPACE.
4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6".
5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LES.
6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING
ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT
CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE.
7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS.
8. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB.
9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE
ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE
CORRIDOR.
10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING
PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR
THE WALLS SYSTEM.
11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS
SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL
PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS.
12. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT COMPLEX.
NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE
FOR MAINTAINING THE TRAVELWAYS WITHIN THE APARTMENT COMPLEX.
13. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL
BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION.
14. THE TRASH DUMPSTER SHALL ALSO INCLUDE A RECYCLING BIN FOR THE POOL FACILITY AND
SPA.
VDOT NOTES:
1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO
PROTECT THE ROADWAY FROM FLOODING OR DAMAGE.
2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON
EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING
ROADWAY INTERSECTIONS FOR THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT
YET BEEN ACCEPTED BY VDOT. NO MOT PLAN IS REQUIRED AT THIS TIME FOR THE
IMPROVEMENTS AT THE ENTRANCES.
3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN
ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS
REQUIRED ON THE TMP SUBMITTAL.
2' CONC.
CURB CUTS (TYP.)
PROPOSED DUMPSTER / PROPOSED VDOT
SEE DETAIL ON SHEETS
STD. CG-6 CURB
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GENERAL CONSTRUCTION NOTES FOR PUBLIC STREETS
1. PRIOR TO 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. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST
NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR
UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).,
4. 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.
5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED
ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR
GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST
RESULTS FOR APPROVAL.
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1
HORIZONTAL: VERTICAL. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE.
8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME
OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF
ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET
OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7)
FEET.
9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CC-9(A, B OR C).
10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT,
THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY.
12. A MINIMUM CLEAR ZONE OF (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS.
ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN.
13. COMPLIANCE NTH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION
DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE
ALLOWED.
14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO
ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING
ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN
ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE
STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO
ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED.
15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO
SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT
ACCESS.
17. VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS.
18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY
INSPECTION AND ARE TO BE ACCEPTED INTO VDOT"S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN
ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF
HIGH -DENSITY POLYETHYLENE (HOPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE
MANUFACTURER SHOULD SPEND A CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM
OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION.
ROAD NOTES
GRADING:
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE ARGINIA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND
REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH
OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE:
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15)
INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED
ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A
POINT DEEMED AS NATURAL WATER COURSE.
PAVEMENT:
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV
VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO
PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE
COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE
PUGMILL REQUIREMENT WILL APPLY.
Albemarle County
Public Road Acceptance Procedure
The processing and inspection of public roads is administered by VDOT. The County is not involved in
this process until the road is ready for acceptance. When the road is ready for acceptance, provide the
following items to the County.
1. Inspection Request and fee
A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if
smaller phases or individual roads are recommended for acceptance.
2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and
right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office.
An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not
always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road,
the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and
easements.
3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of
Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six
weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and
new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some
correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters
approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A
final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not
too broad. If the punehlist is not official, and only a courtesy review, it carries much less weight. In any case:, if there
are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or
need replacement, partial releases may not be possible.
Even if a bond release is not requested, an inspection from the County is required for any County items,
such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not
maintain. This final inspection by the County must be performed before the road can be recommended to
the Board of Supervisors for a resolution of public acceptance. County bond releases (or partial releases)
will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the
following items are required to be submitted for bond releases to be considered:
4. Signed and sealed letter from a professional engineer listing and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not
use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord".
Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other
field verifications should be cited and included, Tolerances should be noted. The items not built according to plan
must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or
sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of
culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the
letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide
more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been
inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of
discovering discrepancies and deficiencies in the field.
5. Certificate of Completion
This form must be received for release of a bond. It is available on the county website. In the case of reductions, a
letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be
signed by the owner. This form says all subdivision improvements have been completed. It also says that all
construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -
built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in
acceptance correspondence or punchlists.
M 7.262012
0
io
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION
TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE 14RGINIA DEPARTMENT OF
7RANSPOR TA 77ON (VOOT). 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 CO1VS7RUC7/ON METHODS SHALL CONFORM TO CURRENT SPECIFICA7IONS AND
STANDARDS OF VDOT UNLESS OTHERISE NOTED.
J. EROSION AND SILTA7701V CON7ROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING
OR OTHER CONS7RUC77ON.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: 1ER77CAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3.• 1 OR B£T7ER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZA77ON 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 7RAFRC CON7ROL SIGNS SHALL CONFORM WNH 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CON7ROL DEVICES
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRE7E PIPE -CLASS III.
9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR
THE CONS7RUC770N INDUSTRY (29 CFR PART 1926).
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED
FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED:
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY
BEFORE BEING COVERED.
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE
PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED
TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS
PLACED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE
APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR
COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF
PAVING COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS
PART OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK
PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE
ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE
ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.
STD. CC-12
HANDICAP SIGN RAMP HANDICAP SIGN
LOCA77ON (VAN) LOCA77ON
FACE
OF CURB
BUMPER -
BLOCK
PAIN
Oki
PER VDOTPAINTED
. TRIPE
SPEC. ICAL)
ACCESSIBLE SPACES
HANDICAP SPACE DETAIL
NOTE NO SCALE
HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT
ADA STANDARDS & LOCAL/STATE REQUIREMENTS
HANDICAPPED SPACES SHALL BE IDENTIFIED
BY ABOVE GRADE SIGNS AS RESERVED FOR
RESERVED
PHYSICALLY HANDICAPPED PERSONS. PROVIDE RESERVED
PARKING
ONE (1) R-7-8 SIGN AT EACH HANDICAPPED
PARKING
PARKING SPACE INDICATED DN S17E PLAN.
SIGN HILL BE ALUMINUM (PAINTED W117E) WITH
GREEN LETTERS AND INTERNATIONAL WHEELCHAIR
SYMBOL. 774E CENTER OF SIGN SHALL BE AT
LEAST FIVE (5) FEET ABOVE GRADE, BUT NO
HIGHER THAN SEVEN (7) FEET ABOVE GRADE.
SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0
PAINTED BLACK SET IN 12" OF CONCRETE
TOW AWAY
TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO
VAN
ZONE
ADA REQUIREMENTS ACCESSIBLE
E1oo - Esoo
floo - Esoo
FINE
FINE
HANDICAPPED PARKING SIGNS
NO SCALE
"X4"
TREATED POST
"x4"
TREATED TOP RAIL
N6"
TREATED SLATS
"x4"
TREATED MIDDLE RAIL
"x4"x6' TREATED POSTS
"x4"
TREATED BOTTOM RAIL
L 10'x20' CONCRETE APPROACH
RAMP, 6" THICK 3000 PSI
WITH 6x6-W2.1 W21 WWF AIR
ENTRAINED 0 6"
COMPACTED 218 STONE
10'x10' CONCRETE PAD 6"
THICK 3000 PSI WITH 6x6-
W2.1/W2.1 WWF AIR ENTRAINED
OVER 6" COMPACTED 215 STON
10'x10'
DUMPSTER PAD
SCREEN
............... 10 x20'
'..vjli PRMtOH RAMP ........:-. GATE
................ s .
DUMPSTER PAD SCREENING DETAIL I
-- MEMO
/
/ ®o
/
/ SNAG BAR/ ®O
LOI.�JGE ®0
I
0
CHANGING
1 / T 5a
BATOM$
TRIP GENERATION CALCULATIONS
ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP
GENERATION MANUAL, ioTH EDITION. CODE 492 & 495 WERE USED FOR THE
DEVELOPMENT.
PROPOSED-12,355 SF POOL FACILITY & 2,7oo HEALTH CLUB (GYM/SPA)
ADT RATE - 28.82 VPD PER ksf = 405 ADT (203 ENTER/ 2o2 EXIT)
AM PEAK RATE - 0.46 VPD PER DU = 26 VPD (23 ENTER/ 13 EXIT)
PM PEAK RATE - 0.56 VPD PER DU = 34 VPD (26 ENTER/ 28 EXIT)
13'x44' CONCRETE DUMPSTER PAD
6" THICK - 3000 PSI CONCRETE
a
6" COMPACTED 21B STONE BASE
CONCRETE DUMPSTER PAD DETAIL
NO SCALE
PROP. GROUND 2%
PROP.. GROUND
6' 5'
DRAINAGE GRASS -
DITCH SHOULDER
NOTE: CONCRETE
SHALL BE 3000 psi
AT 28 DAYS OR
STRONGER.
SPA -
SPA I POOL I GYM
FOOL -
N
DEVELOPMENT PLAN
SCALE: 1" = 60'
PAVEMENT LEGEND
HEAVY DUTY ASPHALT PAVING - PROPOSED TRAVELWAY
LIGHT DUTY ASPHALT PAVING - PARKING LOT & PARKING SPACES
ASPHALT PAVING - MILL & OVERLAY
PAVEMENT DESIGN
ASPHALT PAVING SECTIONS
ASPHALT PAVING - MILL & OVERLAY
NO SCALE
INT
COM
ASPHALT PAVING - ENTRANCE TRAVELWAY (HEAVY DUTY)
NO SCALE
COM
ASPHALT PAVING - PARKING LOTS (LIGHT DUTY)
NO SCALE
TYPICAL ROAD SECTIONS
2" SM-9.5 ASPHALT
2% TOPCOAT 2%
�-6° COMPACTED \- 2"BM-25
AGGREGATE BASE INTERMEDIATE COURSE
COURSE
1o' tD'
ENTRANCE ROAD (PRIV-4TE' TWAVELWAY)
20 MPH DESIGN SPEED, NO PARIfINC ALLOWED
NOT TO SCALE
NOTES:
1. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS.
2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND
RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS.
(5' MIN.)
4" CONC.
3000 psi MIN.
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
2%
r� mara-nnnv.�
PROP.. GROUND
VAR. 'MDTH
GRASS
SHOULDER
20' Min.
40' Min.
20' Min.
50' Max.
cw.w e,. u"u cceul
0 0
0
ppnorway
10' Max.
I I' Min.
Ed9sdte lMlO
LEtl90 dTur,gyl Pavement
CG-1 2 Type A Rec"d.
Fm MlN nResdw WWM eee T062 Nw AppWltRWs
FIGURE B(1)-27 CLUSTER BOX TURNOUT - SHOULDER AND DITCH
COTT/R. CRTLI
No. 35791
12/19/22
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JOB NO.
202191
SCALE
AS SHOWN
SHEET NO.
5