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GENERAL CONSTRUCTION NOTES
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ALBEMARLE COUNTY, VIRGINIA
MAJOR SITE PLAN AMENDMENT
(SDP 2017-OOOXX)
OCTOBER 23,2017
FINAL APPROVAL:
PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES
1.
ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN
1.
WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER
TRIPS
CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON
TAX MAP / PARCEL #:
SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
PROPERTY ADDRESS:
THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
PROPERTY SIZE:
0.627 ACRES
ZONING:
C1 COMMERCIAL
2.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY
2.
CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER
PROPOSED USE:
CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
DRINKING WATER WATERSHED:
FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN
DAM INUNDATION ZONE:
NO
AIRPORT IMPACT AREA:
UNDERGROUND FEATURES.
3.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE
TOTAL # OF UNITS / DENSITY:
N/A
DENSITY BONUS FACTORS:
ALBEMARLE COUNTY SERVICE AUTHORITY.
3.
THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE
SPECIAL EXCEPTIONS:
NONE
CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE
4.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION.
WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES.
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
4.
THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE.
6.
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE
5.
UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY
HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE
CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
7.
ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
6.
CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL
8.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH
ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE.
9.
AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO
SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION
7.
THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON I THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY
CHECKLIST.
STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS ,AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS
BEFORE PROCEEDING WITH THE WORK.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS
8.
THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE
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
WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS,
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO) HE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY
STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE DURING CONSTRUCTION UNLESS IT
2.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO
9.
THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE..
ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
10.
DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF
SERVICE.
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
11.
ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE
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
NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
ORDER TO STABILIZE A DRAINAGE CHANNEL.
12.
USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE, IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
STORING OR USING EXPLOSIVES ON-SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIRED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED
WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
8.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
13.
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
9.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
DEPARTMENT OF TRANSPORTATION (VDOT).
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS
14.
CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE.
1.
CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT
15.
ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY.
OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
16.
ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE.
2.
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
17.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL
AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE
3.
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
EROSION CONTROL BOND.
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
18.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE,
4.
GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION.
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT.
ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR 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
19.
PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION I OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
CHANNEL.
5.
WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C).
20.
ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL
MATERIALS TO BE USED IN STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER.
6.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1.
21.
ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS.
7.
COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE
STRICTLY ADHERED TO.
22.
ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE A 2' OVERHANG IS POSSIBLE.
8.
ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING
23.
ALL OFF-SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
24.
ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A SX 18' PAINT -OUT AISLE OR A 8' X 18'
9.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY
PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL
ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
25.
LOADING SPACES TO BE 12'x 25WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
10.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
26.
SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30".
11.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
27.
LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES.
12.
VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN
28.
UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHA1. BE 12' WIDE.
ON THE ROAD PROFILES.
29.
PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION.
13.
A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT,
30.
DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING,
RWSA CONSTRUCTION NOTES: SEE SHEET 2
31.
SIDEWALKS TO BE A MINIMUM WIDTH OF 5, EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER
VDOT STANDARDS.
STANDARDS AND SPECIFICATIONS
32.
UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE
CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING.
1.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
33.
ALL PVC CONDUIT SHALL BE SCHEDULE 40.
2.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008.
3.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011.
34.
UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P .ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING.
4.
VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD
35.
ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM
EDITION, 1992.
36.
GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE
5.
INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION.
SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE.
6.
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009.
37.
SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN %2 INCH OF REQUIRED SUBGRADE ELEVATIONS.
7.
ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER; AND SEWER SYSTEMS
38.
FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN %2 INCH OF REQUIRED FINISH ELEVATIONS.
WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005.
8.
INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003.
39.
SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS.
40.
FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS.
SURVEYOR'S OR'S LEGEND UTILITIES LEGEND DEMOLITION LEGEND
41.
FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS.
BH
BORE HOLE GAS LINE G TBS TO BE SAVED
BM
BENCH MARK PHONE LINET TBR TO BE REMOVED
42.
ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY
CO
CLEAN OUT OVERHEAD ELECTRIC OEEX. EXISTING
CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A
DIP
DUCTILE IRON PIPE SANITARY SEWER
SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
E
SANITARY SEWER MANHOLE UNDERGROUND ELECTRIC UGE
SITE ELEMENT TO BE REMOVED
43.
ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION
IF
MF
IRON FOUND WATER LINE W
MONUMENT FOUND EX. STORM DRAIN LINE
AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR
PF
TREE TO BE REMOVED
PIPE FOUND PROP. STORM DRAIN LINE
SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE.
PKNS P -K NAIL SET \ '�
44.
ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
S
WM
SIGN UTILITY LINE TO BE REMOVED
WATER METER
WV
WATER VALVE
45.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
240AK40
- 24" OAK W/ 40' CANOPY DIA.
SITE DATA
DEVELOPER:
CLMB, LLC - 259 HYDRAULIC RIDGE ROAD, SUITE 203 CHARLOTTESVILLE, VIRGINIA 22903
BUILDING SQUARE FOOTAGE:
CONTACT: BRAD SWISHER
PROPERTY OWNER:
CLMB, LLC - 259 HYDRAULIC RIDGE ROAD, SUITE 203 CHARLOTTESVILLE, VIRGINIA 22903
TRIPS
CONTACT: BRAD SWISHER
TAX MAP / PARCEL #:
61-24B
PROPERTY ADDRESS:
2800 HYDRAULIC ROAD
PROPERTY SIZE:
0.627 ACRES
ZONING:
C1 COMMERCIAL
MAGISTERIAL:
RIO
COMPREHENSIVE PLAN:
NEIGHBORHOOD 1 - PLACES 29
PROPOSED USE:
DENTAL CLINIC
DRINKING WATER WATERSHED:
IVY CREEK/SOUTH RIVANNA RESERVOIR
DAM INUNDATION ZONE:
NO
AIRPORT IMPACT AREA:
YES
ENTRANCE CORRIDOR:
YES
TOTAL # OF UNITS / DENSITY:
N/A
DENSITY BONUS FACTORS:
NONE
WAIVER / VARIANCE REQUESTS:
NONE
SPECIAL EXCEPTIONS:
NONE
SURVEY SOURCES: LINCOLN SURVEYING (434) 974-1417
THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MAY 9, 2017
DATUM: HORIZONTAL NAD -83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88.
BENCHMARK: SURVEY NAIL AND FLASHING (T-171239623) IN THE MIDDLE OF EASTERN PARKING LOT, ELEV.590.04
MISS UTILITY TICKET NUMBER: A711801233-OOA
LAND -USE BREAKDOWN:
LAND -USE SF AO
BUILDINGS: 5,8.50 0.134 21%
PAVED ARLA: 13,892 0.319 51
PERVIOUS/OPEN AREA: 7,560 0.174. 287o
TRIP GENERATION ESTIMATES:
CODELAND USE GROSS SQUARE
TOTAL SITE ACREAGE: 27,302 0.627 100%
BUILDING SQUARE FOOTAGE:
5,065 SF TOTAL
SETBACKS:
10' MINIMUM FRONT BUILDING SETBACK
TRIPS
30' MAXIMUM FRONT BUILDING SETBACK
50' BUILDING SETBACK ADJACENT TO RESIDENTIAL
20' PARKING SETBACK ADJACENT TO RESIDENTIAL
20' BUFFER ZONE ADJACENT TO RESIDENTIAL
MAX. HEIGHT OF STRUCTURE:
65BY CODE
36.13
40' EXISTING BUILDING
8.96
18' MAX. HEIGHT PROPOSED, 15' TYPICAL
NUMBER OF EMPLOYEES:
10 ON A MAXIMUM SHIFT
RECREATIONAL AREA:
N/A
LANDSCAPE REQUIREMENTS:
SEE LANDSCAPE PLAN FOR CALCULATIONS
PARKING REQUIREMENTS:
1 PARKING SPACE/175 SQUARE FOOT FOR DENTAL CLINIC: 5,065/175 = 29 REQ. SPACES
PARKING PROVIDED:
33 PARKING SPACES PROVIDED
TRIP GENERATION ESTIMATES:
CODELAND USE GROSS SQUARE
<AVG. WEEKDAY'
WEEKDAY BEAK HOUR
SATURDAY
SUNDAY
FOOTAGE
TRIPS
AM PM
720 MEDICAL -DENTAL OFFICE (TRIPS/ 1,000 SF) 5,065
36.13
3.6 .... 4.45
8.96
1.55
�1 X33
18 23
45
8
TRIPS GENERATED (50/50 SPLIT ON ENTER! WG/EXIT ING)
183
18 23
45
8
SITE NOTES:
1. THE PROJECT PROPOSES DEMOLISH iNG OF THE EXISTING RESTAURANT BUILDING AND CONSTRUCTION OF A NEW SINGLE STORY
DENTAL CLINIC IN APPROXIMATELY THE SAME LOCATION. THE EXISTING PARKING LOT WILL BE PRESERVED AND RE -USED,
2. NO PORTION OF THE PROPERTY IS WITHIN THE 100 -YEAR FLOODPLAIN,
3, ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY
THE OWNER.
REVISIONS:
APPROVALS:
PLANNING/ZONING
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landscape architecture I civil ergirleering
418E Main Strtsst 434.295.8177 s riaati s i!I , VA
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Lie. No. 35326 ItW
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professional seal
ALAN FRANKLIN
project manager
LUKE WALDRON
project team
SWISHERSAPON
project name
CHARLES B. SWISHER D.D.S.
MARK SAPPON D.D.S
client
259 HYDRAULIC RIDGE RD, STE 203
CHARLOTTESVILLE, VA 22901
project address
project number
MAJOR SITE PLAN AMENDMENT
project phase
OCTOBER 23, 2017
issue date
revisions
COVER SHEET
sheet title
C100
sheet number
w a t e r s t r e e t ",-31L, U cll 0
iardscape architecture I civil engineering
0 E MairlSt-rest 434.295.8177 Charlottesville, VA 22 02
professional seal
ALAN FRANKLIN
project manager
LUKE WALDRON
project team
SAPON SWISHER
DENTAL
project name
CHARLES B. SWISHER D.D.S.
MARK SAPPON D.D.S
client
259 HYDRAULIC RIDGE RD, STE 203
CHARLOTTESVILLE, VA 22901
project address
project number
MAJOR SITE PLAN AMENDMENT
project phase
OCTOBER 23, 2017
issue date
revisions
EXISTING
CONDTIONS
sheet title
C102
sheet number
D P,,AE H - - --------- -
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landscape architecture I civil engineering
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/1-18 E Main Street 434.295.8177 OiarloUesville, VA 229,02
professional seaI
ALAN FRANKLIN
project manager
LUKE WALDRON
project team
DENTAL
project name
CHARLES B. SWISHER D.D.S.
MARK SAPPON D.D.S
client
259 HYDRAULIC RIDGE RD, STE 203
CHARLOTTESVILLE, VA 22901
project address
project number
MAJOR SITE PLAN AMENDMENT
project phase
OCTOBER 23, 2017
issue date
revisions
LAYOUT PLAN
sheet title
0 5' 101 20' C103
sheet number
f
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landscape architecture I civil engineering
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/1-18 E Main Street 434.295.8177 OiarloUesville, VA 229,02
professional seaI
ALAN FRANKLIN
project manager
LUKE WALDRON
project team
DENTAL
project name
CHARLES B. SWISHER D.D.S.
MARK SAPPON D.D.S
client
259 HYDRAULIC RIDGE RD, STE 203
CHARLOTTESVILLE, VA 22901
project address
project number
MAJOR SITE PLAN AMENDMENT
project phase
OCTOBER 23, 2017
issue date
revisions
LAYOUT PLAN
sheet title
0 5' 101 20' C103
sheet number
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w ate rst reets. ('�11 it
landscape architecture I civil engineering
418 E Main Street 434.295-8177 Charlottesville, VA 12902
professional seal
ALAN FRANKLIN
project manager
LUKE WALDRON
project team
6�APON SWISHER
11 E N T, Pa, L
project name
CHARLES B. SWISHER D.D.S.
MARK SAPPON D.D.S
client
259 HYDRAULIC RIDGE RD, STE 203
CHARLOTTESVILLE, VA 22901
project address
project number
MAJOR SITE PLAN AMENDMENT
project phase
OCTOBER 23, 2017
issue date
revisions
f
GRADING & UTILIT\Y
PLAN
sheet title
Qh4��=+ ni imh
C104
aw
LANDSCAPE C A L C U L A T1111.0
Road Frontage
Requirement: I Large Shade Tree (3 1/2" cal.) per 40 Linear Feet of Road Frontage
JHydraulic Road
103 Linear Feet
Required:
3 Large Shade Trees
Provided:
4 Large Shade Trees
lWhitewood Road
190 Linear Feet
Required:
4 Large Shade Trees
Provided:
No adequate room for planting
Interior Parking Lot Trees
. .... ............ .........................................
Requirement.
J Large Shade Tree per 10 Parking Spaces
IParking Spaces
33
Required:
4 Large Shade Trees
Provided:
4 Large Shade Trees
.Parking Lot
--- ------ ----
�Requirement.
57of paved parking and vehicular ciruclation must be landscaped
Area:
- ---l --- --- --
12,000 Square feet
Required:
600 Square Feet
Provided:
950 Square Feet
Tree Canopy
...............
,.Requirement:
10% of Total Area
ITotal Area :27,302
Gross Site Area
27,302
Rec. Areas
O
Pond Area
0
Wetland Area
0 .......... ...... .... ..
Required:
2,730
Provided:
9,496
Tree Save
7,353
Canopy Bonus
.. ........
1,838 . ......... ..... .... ............
Proposed Trees :305
nHo
OF nHo niqo nNo ------
0
.PLANT SCHEDULE
QTY. I SYMBOL IScientific Name ]Common Name Isize Ispacing I Root I Notes lioYear Canopy
'OVERALL SITE TREES
AR Acer buergerianum 'Trident Maple 3.5" Cal, AS SHOW N B&B ..Single straight leader 25
:160
6 BN �Betula nigro'heritage' River Birch 3.5" Cal. AS SHOW N B&B Multi stem
---- - --------- - - - ----- ----- - ----------- - ------- -- ------ ------- - - - ------------------- - - ----- - -- --- --- - - ----
--- ----- ----------- ------ ------ - - ----- ------- - ------- -
-----------------------
6 HV Hamamelis virginano Common Witchhazel .2.5" Cal. AS SHOW N B&B Multi stem 120
............
OVERALL SITE SHRUBS
122 IV Itea virginica 'Henry's Garnet' Sweetspire Ht, 0. C. CONT,
30 FG Fothergilla gardenii'blue mist' Dwarf Fothergilla .24" Ht. 0. C. CONT.
3 VR Viburnum x rhytidophylloides'alleghany' Lantanaphyllum Viburnum 18' Ht, 4'O.0 CONT.
;GROUNDCOVER
622 LM Lirop e muscari'big blue' Lily Turf 12" Ht. I O.C. PLUG
ORNAMNETAL GRASSES
279 MC Muhlenbergia capilaris Pink Muhlygrass .2411 Ht, 2'0.C. CONT,
279 PV Panic um 'Cape Breeze' Switch Grass 24" Ht. 2' O.C. CONT.
0 / If
(4) BETULA NIGRA
'HERITAGE'
(z -
EX. 6" BRADFORD PEAR
(175 SF CANOPY)
TO BE REMOVED
EX. 10" LOCUST il
59 (314 SF CANOPY rte
0 E�. 12" BRADFORD PY) PEAR
(49(��F CANO
TO BE REMOVED
(3)VIBURNUM x RHYTIDOPHYLLOIDES
(74) LIROPE MUSCARI 'BIG BLUE'
N/N'N t>t /-(9) ITEA VIRGIN ICA 'HENRY'S EX. ]�" LOCUST EX. 4" LOCUST
MIXED GRASS PANELGARNET' (6) HAMAMELIS VIRGINIANA (314 Sl"�.ANOPY 314 SF CANOPY
(29) MUHLENBERGIA CAPILARIS BIF
(29) PENNISETUM ALOPECUROIDESIF
+ +
MIXED GRASS PANEL EX. 8" CEDAR
%(314 SF CANOPY)
'(30) MUHLENBERGIA CAPILARIS N ------
IL
(30) PENNISETUM ALOPECUROIDES NI
N\
EX. 6" CEDAR
(�J \
4 SF SAN 1'
(25) ITEA 175 SF CANOPY
MIXED GRASS PANEL VIRGINICA V
30) MUHLENBERGIA CAPILARIS
/'HENRY'S GARNET'
(30) PENNISETUM ALOPECUROIDES (194) LIROPE MUSCARI BLUE'
EX. 15" LOCUST
Z
490 SF CANOPY
2) ITEA VIRGINICA'HENRY'S
i EX. 15" LOCUST,
MIXED GRASS PANEL GARNET'
+
490SFCAN PY
�RASS PANEL (5) MUHLENBERGIA CAPILARIS
(5) PENNISETUM ALOPECUROIDES
ALOPECUROIDES VIRGINICA
ILENBERGIA CAPILARIS N: (25) ITEA
/'HENRY'S GARNET'
\WN\ (3) ITEA VIRGINICA 'HENRY'S
GARNET'
MIXED GRASS PANEL U\
N.N.
(5) MUHLENBERGIA CAPILARIS
(25) ITEA (5) PENNISETUM ALOPECUROIDES
VIRGINICA
HENRY'S GARNET' (3) ITEA VIRGINICA'HENRY'S
-�VGARNET'
+
(5) PENNISETUM ALOPECUROIDES 'EX. 18" LOCUST
MIXED GRASS PANEL
(5) MUHLENBERGIA CAPILARIS
(24) ITEA
N
VIRGINICA X (1963 SF ANOPY)
'HENRY'S GARNET' (3) ITEA VIRGINICA 'HENRY'S
k ge�GARNET'
MIXED GRASS PANEL I ' N. / , / / lI
(5) MUHLENBERGIA CAPILARIS
fi (5) PENNISETUM ALOPECUROIDES----`/ + +
0 4, (15) FOTHERGILLA + /��� `P l ` / tr � >
GARDENII'BLUE MIST' +
+ -(7) ITEA VIRGINICA 'HENRY'S f
GARNET'
+ +
+
4-y+y+y+y+y+�1 + + --�-,,(7) FOTHERGILLA GARDENII
EX. 12" DOGWOOD
BLUE MIST' N.
+
+ (705 SF CANOPYO)
+
+ +
A
+ +
11
(8) FOTHERGILLA
+
GARDENII'BLUE MIST' +
+
Upi IV (136) LIROPE MUSCARI 'BIG BLUE' (8) FOTHERGILLA (218) LIROPE MUSCARI 'BIG BLUE'
T, GARDENII'BLUE MIST' EX. 1/5" BRADFORD PEAR
-�9,6 SF CANOPY) SP 0
IS \ \N (1) ACER BUERGERIANUM TO BE REMOVED
MIXED GRASS PANEL
(41) MUHLENBERGIA CAPILARIS
(41) PENNISETUM ALOPECUROIDES
EX. 30" WILLOW
(1,960 SF CANOPY
> 3:
71 \ k
MIXED GRASS PANEL
(140) MUHLENBERGIA CAPILARIS
(140) PENNISETUM ALOPECUROIDES
--S --s
S-
FIH
IF
--7
is
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rav
Waterstreet -A
landscape architecture I civil engineering
/PS E Mai-, Street 43/,.293.3177 Chariottesville, VA 22902
professional seal
ALAN FRANKLIN
project manager
LUKE WALDRON
project team
SAPON SWISHER
DENTAL
project name
CHARLES B. SWISHER D.D.S.
client
259 HYDRAULIC RIDGE RD, STE 203
CHARLOTTESVILLE, VA 22901
project address
project number
MAJOR SITE PLAN AMENDMENT
project phase
SEPTEMBER 15, 2017
issue date
revisions
A k I
LANDSCAPE PL/--\IN4
sheet title
0 5 10, 20'
sheet number
0
Q
MIXED GRASS PANEL I ' N. / , / / lI
(5) MUHLENBERGIA CAPILARIS
fi (5) PENNISETUM ALOPECUROIDES----`/ + +
0 4, (15) FOTHERGILLA + /��� `P l ` / tr � >
GARDENII'BLUE MIST' +
+ -(7) ITEA VIRGINICA 'HENRY'S f
GARNET'
+ +
+
4-y+y+y+y+y+�1 + + --�-,,(7) FOTHERGILLA GARDENII
EX. 12" DOGWOOD
BLUE MIST' N.
+
+ (705 SF CANOPYO)
+
+ +
A
+ +
11
(8) FOTHERGILLA
+
GARDENII'BLUE MIST' +
+
Upi IV (136) LIROPE MUSCARI 'BIG BLUE' (8) FOTHERGILLA (218) LIROPE MUSCARI 'BIG BLUE'
T, GARDENII'BLUE MIST' EX. 1/5" BRADFORD PEAR
-�9,6 SF CANOPY) SP 0
IS \ \N (1) ACER BUERGERIANUM TO BE REMOVED
MIXED GRASS PANEL
(41) MUHLENBERGIA CAPILARIS
(41) PENNISETUM ALOPECUROIDES
EX. 30" WILLOW
(1,960 SF CANOPY
> 3:
71 \ k
MIXED GRASS PANEL
(140) MUHLENBERGIA CAPILARIS
(140) PENNISETUM ALOPECUROIDES
--S --s
S-
FIH
IF
--7
is
M -M -M -m M -M -M -M M
MNF
M M -M_ ,M -M -M -M -/V 21_ --M M
INN
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CL 590
M M
M
rav
Waterstreet -A
landscape architecture I civil engineering
/PS E Mai-, Street 43/,.293.3177 Chariottesville, VA 22902
professional seal
ALAN FRANKLIN
project manager
LUKE WALDRON
project team
SAPON SWISHER
DENTAL
project name
CHARLES B. SWISHER D.D.S.
client
259 HYDRAULIC RIDGE RD, STE 203
CHARLOTTESVILLE, VA 22901
project address
project number
MAJOR SITE PLAN AMENDMENT
project phase
SEPTEMBER 15, 2017
issue date
revisions
A k I
LANDSCAPE PL/--\IN4
sheet title
0 5 10, 20'
sheet number
I . DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL
WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF (CAST -IN-PLACE OR
PRECAST IN TOP SURFACE, THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOA WITH THE ADJACENT
SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE: CONSTRUCTION JOINT
WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE
AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO, 5 X 8" PLACED Y CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, M11D-DEPTH OF RAMP FLOOR.
MINIMUM CONCRETE COVER 1YY.
6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURE$/CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS
WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK
IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED
BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS,
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED `6VITHIN THE LIMITS OF THE CROSSWALK
AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY
TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7".
PERMISSIBLE
CONSTRUCTION
JOINT
# 5 DOWELS, 8" LONG A PERMISSIBLE
AT 12" C -C {I
CONSTRUCTION
5' MIN. JOINT SECTION B -B
2:1 Q z
12:1 MAXI
B 2.. ,�,,.� B,n T2
MA
A TRUNCATED DOMES
5-0" MIN,
SHAPE TO MATCH FACE
OF ROADWAY CURB—
BACK OF CURB
20: 1–,
2' MIN I SECTION A -A
--27" C -C TRUNCATED DOME
... i {J 0 C 0
U O O 0
ti 0 0 0 O G 0 0 0
Q 0 0 0 0 0 01 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 C, O n o O
2%"CC o 0( 0 00001 00000 00 0
O O G G 0 J 0 0 0 0 O 0 G C, :.0 N
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 C: r;- C
0 C 0 0 O% t C,, 0 0
o 00 C 0000 000000010
VARIABLE
4' MINIMUM.
PAY LIMITS
DETECTABLE WARNING
DETAIL
J
Q
o� t
U
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
NOTE:
ALL DETECTABLE
WARNING AERAS
SHALL BE PAINTED
YELLOW UNLESS AN
EXISTING CONDITION
IS ALREADY PRESENT.
CG -12 HC -RAMP
SCALE: NTS
YV DIA.
DIA.
TRUNCATED DOME
DETAIL
CG -12 DETECTABLE WARNING SURFACE
(ACCESS FOR MOBILITY IMPAIRMENTS)
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST. SEE
3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE 4
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB,
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG -3 IS REQUIRED,
VDOT STD CG -2
SCALE : NTS
2" O HOLE
FULL TRIC
NTS g. 0..
2- #3 REBi
8 ° 4..
°
z
TOP VIEW 12
.1"0 O A"
I— -, 2"
5
2 u
32
,A,
SIDE VIEW
z
SECTIION "A" ENLARGED
CONCRETE WHEEL STOP
SCALE : NTS
EXPANSION JOINT
NOT
NO
%z" EXPANSION JOINT W/%z" RECESSED
BACKER ROD AND CAULK, SPACED
1 %4' DEEP CONTRACTION/SCOREEVERY 25' (MIN) O.C.; TYP. OR AS
SHOWN PER PLANS
JOINT, SPACED EVERY 5' O.C.; 'TYP.
OR AS SHOWN PER PLANS
3000 PSI CONCRETE AT 28
DAYS, AIR -ENTRAINED
F6 X6 W
WW 14XW14W/2"
', �� \\�* '� �,; MIN. COVER -ONLY WHEN /
;/fid\ ,�,� ��`�°/ f f ,r�si` s���WHERE VEHICULAR TRAFFIC IS
EXPECTED TO OCCUR
1�rd,�,e
BASE
PACTE D VDOT #21A STONE
SECTION 95% COMPACTED SUBGRADE
SCALE: NTS
WE MW I ZAF
Aw
+' MMPRESStON x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
DUAL SERVICE
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
2'
R
' ^OMPRESSION x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
1/8 BEND COI
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
CAST IRON LID
RADE
:TER
(x
OPPERSETTER
:TER
AS
vv" v V NECESSARY
TYPICAL SERVICE LATERAL_ INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W -6A
TD -10
TYPICAL WATER SERVICE LATERAL-
SCALE:
ATERAL
SCALE: NTS
�I X
HANDICAP SIGN -
BLUE BACKGROUND, WHITE 'LETTERING
(MUTCD R7-8 (VIRGINIA) MANY BE SUBSITUTED AS
EQUIVILENT)
12" X 12" PENALITY FINE PLACECARD MAY BE ADDED
BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL
AUTHORITIES)
SIGN MUTCD R7 -8B
SHALL BE INSTALLED AT SPACES WHICH ARE VAN
ACCESSIBLE ONLY AS SHOWN ON PLANS
METAL SIGN POST -
84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO
WALK PASSES BY OR UNDER THE SIGN
FINISHED GRADE
CONCRETE FOOTING (CLASS B)
2000 PSI MIN.
COMPACTED SUBGRADE
w a t e r s t r e e t r_l 10
landscape architecture I civil engineering
a18 E Main Street 434,2915-8177Clallottes✓ille, VA 229oz
PENALTY
$100-$500 FINE - -
TOW -AWAY ZONE
MUTCD R7-8
(VA)
NOTES:
1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U -CHANNEL. POST SHALL HAVE 3/8"
DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL
BE BLACK.
2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED.
3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS
APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS.
4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD.
5, THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT)
ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180)
6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS.
7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART.
SCALE: NTS
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1 /4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET. /
2' MIN 1 I
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD -31
TYPICAL SANITARY LATERAL-
SCALE:
ATERAL
SCALE: NTS
professional seal
ALAN FRANKLIN
project manager
LUKE WALDRON
project team
SAPON SWISHED
DENTAL
project name
CHARLES B. SWISHER D.D.S.
MARK SAPPON D.D.S
client
259 HYDRAULIC RIDGE RD, STE 203
CHARLOTTESVILLE, VA 22901
project address
project number
MAJOR SITE PLAN AMENDMENT
project phase
OCTOBER 23, 2017
issue date
revisions
SITE DETAILS
sheet title
sheet number
o
A 4' SQUARE LANDING AREA
➢�
OUTSIDE OF TRAVELWAY
SHALL BE PROVIDED FOR
CROSSWALK PERPENDICULAR CROSSWALK
WITHIN THE MARKED
CROSSWALK AREA.
YV DIA.
DIA.
TRUNCATED DOME
DETAIL
CG -12 DETECTABLE WARNING SURFACE
(ACCESS FOR MOBILITY IMPAIRMENTS)
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST. SEE
3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE 4
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB,
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG -3 IS REQUIRED,
VDOT STD CG -2
SCALE : NTS
2" O HOLE
FULL TRIC
NTS g. 0..
2- #3 REBi
8 ° 4..
°
z
TOP VIEW 12
.1"0 O A"
I— -, 2"
5
2 u
32
,A,
SIDE VIEW
z
SECTIION "A" ENLARGED
CONCRETE WHEEL STOP
SCALE : NTS
EXPANSION JOINT
NOT
NO
%z" EXPANSION JOINT W/%z" RECESSED
BACKER ROD AND CAULK, SPACED
1 %4' DEEP CONTRACTION/SCOREEVERY 25' (MIN) O.C.; TYP. OR AS
SHOWN PER PLANS
JOINT, SPACED EVERY 5' O.C.; 'TYP.
OR AS SHOWN PER PLANS
3000 PSI CONCRETE AT 28
DAYS, AIR -ENTRAINED
F6 X6 W
WW 14XW14W/2"
', �� \\�* '� �,; MIN. COVER -ONLY WHEN /
;/fid\ ,�,� ��`�°/ f f ,r�si` s���WHERE VEHICULAR TRAFFIC IS
EXPECTED TO OCCUR
1�rd,�,e
BASE
PACTE D VDOT #21A STONE
SECTION 95% COMPACTED SUBGRADE
SCALE: NTS
WE MW I ZAF
Aw
+' MMPRESStON x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
DUAL SERVICE
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
2'
R
' ^OMPRESSION x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
1/8 BEND COI
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
CAST IRON LID
RADE
:TER
(x
OPPERSETTER
:TER
AS
vv" v V NECESSARY
TYPICAL SERVICE LATERAL_ INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W -6A
TD -10
TYPICAL WATER SERVICE LATERAL-
SCALE:
ATERAL
SCALE: NTS
�I X
HANDICAP SIGN -
BLUE BACKGROUND, WHITE 'LETTERING
(MUTCD R7-8 (VIRGINIA) MANY BE SUBSITUTED AS
EQUIVILENT)
12" X 12" PENALITY FINE PLACECARD MAY BE ADDED
BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL
AUTHORITIES)
SIGN MUTCD R7 -8B
SHALL BE INSTALLED AT SPACES WHICH ARE VAN
ACCESSIBLE ONLY AS SHOWN ON PLANS
METAL SIGN POST -
84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO
WALK PASSES BY OR UNDER THE SIGN
FINISHED GRADE
CONCRETE FOOTING (CLASS B)
2000 PSI MIN.
COMPACTED SUBGRADE
w a t e r s t r e e t r_l 10
landscape architecture I civil engineering
a18 E Main Street 434,2915-8177Clallottes✓ille, VA 229oz
PENALTY
$100-$500 FINE - -
TOW -AWAY ZONE
MUTCD R7-8
(VA)
NOTES:
1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U -CHANNEL. POST SHALL HAVE 3/8"
DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL
BE BLACK.
2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED.
3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS
APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS.
4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD.
5, THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT)
ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180)
6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS.
7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART.
SCALE: NTS
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1 /4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET. /
2' MIN 1 I
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD -31
TYPICAL SANITARY LATERAL-
SCALE:
ATERAL
SCALE: NTS
professional seal
ALAN FRANKLIN
project manager
LUKE WALDRON
project team
SAPON SWISHED
DENTAL
project name
CHARLES B. SWISHER D.D.S.
MARK SAPPON D.D.S
client
259 HYDRAULIC RIDGE RD, STE 203
CHARLOTTESVILLE, VA 22901
project address
project number
MAJOR SITE PLAN AMENDMENT
project phase
OCTOBER 23, 2017
issue date
revisions
SITE DETAILS
sheet title
sheet number