HomeMy WebLinkAboutSDP201000035 Plan - Approved 2011-03-04GENERAL CONSTRUCTION NOTES
ALBEMARLE COUNTY, VIRGINIA
PRELIMINARY SITE DEVELOPMENT PLAN
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Community 11,e, ve: menI Department
Date_Q3- 14�'�O(1
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1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND I OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT
INCLUDED IN CONTRACT" IN THE OWNER I CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND/ OR INSTALLING ALL SITE WORK AND
IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
2. CALL MISS UTILITY (1300 -552 -7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO
THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR
NON - EXISTENCE OF CERTAIN UNDERGROUND FEATURES.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE /ATTEND ALL REQUIRED PRE - CONSTRUCTION
MEETINGS. THE 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 WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE,
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY OF ANY 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.
6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT
FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND I OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS
AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE.
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS I HER ABILITY. THE CONTRACTOR
SHALL ALSO VERIFY, BY 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.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS I HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING
OR EXECUTING 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, NOR IS HE I SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED
TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE 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 IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE..
10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR
INTERRUPTIONS OF 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.
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 NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM I HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
12, USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY
ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF
EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
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 DEPARTMENT OF TRANSPORTATION (VDOT).
14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE- CONSTRUCTION CONFERENCE.
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.
16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE.
17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL
BE INSTALLED 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 EROSION CONTROL BOND.
10. 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 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC-2 SLOPE
STABILIZATION MAT.
19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
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 STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER.
21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CGS, CG-3, OR CG-7 AS NOTED ON THE PLANS.
22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE A T OVERHANG IS POSSIBLE.
23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9 x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE W X 18' AND ADJACENT TO A 5' X 18' PAINT -OUT
AISLE OR A & X IV PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL
25. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30 ".
27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES.
28. UNLESS OTHERWISE SPECIFIED, ALL TWO -WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24+ WIDE, ONE -WAY TRAVELWAYS SHALL BE 1 T WIDE.
29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION.
30. DUMPSTER PADS TO BE MINIMUM 10' x IV. AN ADDITIONAL V IS REQUIRED IN FRONT FOR WHEEL BEARING.
31. SIDEWALKS TO BE A MINIMUM WIDTH OF 6, EXCLUDING CURB, CONSTRUCTED OF 4"3000 PSI CONCRETE SURFACE, 4'21-A STONE BASE, WITH UNDERDRAINS (UD4, ETC.)
PER VDOT STANDARDS.
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 HOPE PIPE SHALL BE ADS N -12 OR EQUAL W/ VDOT STANDARD PB-1 BEDDING.
33. ALL PVC CONDUIT SHALL BE SCHEDULE 40.
34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE K' COPPER TUBING.
35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM
36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN
GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE.
37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN'%INCH OF REQUIRED SUBGRADE ELEVATIONS.
38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN % INCH OF REQUIRED FINISH ELEVATIONS.
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.
41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS.
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 CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING
SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR
TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND
CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE.
44, ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
(SDP #2010 -35)
APRIL 26, 2010
REV. SEPTEMBER 1, 2010
REV. DECEMBER 21, 2010
REV. FEBRUARY 11, 2011
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE
PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED, WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED
BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -S00 -552- 7001).
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 HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. 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 CHECKLIST.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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 UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL 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 (HORIZONTAUVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CO)NCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
1. 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.
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
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
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
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. 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 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
WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1.
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.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS 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.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY
ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
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.
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.
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
ON THE ROAD PROFILES.
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.
STANDARDS AND SPECIFICATIONS
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001.
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK,
THIRD EDITION, 1992.
4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION.
5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS
WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005.
7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003.
SURVEYOR'S LEGEND UTILITIES LEGEND
BH
BORE HOLE
GAS LINE
- GAS
BM
BENCH MARK
PHONE LINE
- PHONE -
CO
CLEAN OUT
OVERHEAD ELECTRIC
- OHE -
DIP
DUCTILE IRON PIPE
SANITARY SEWER
-S -
E
SANITARY SEWER MANHOLE
UNDERGROUND ELECTRIC
- UGE
IF
IRON FOUND
WATER LINE
- H2O -
MF
MONUMENT FOUND
EX. STORM DRAIN LINE
ASPHALT PAVEMENT
PF
PIPE FOUND
PROP. STORM DRAIN LINE AMK
-MMI--'
PKNS
P-K NAIL SET
0.49
6%
S
SIGN
29,409
0.68
WM
WATER METER
PERVIOUS AREAS
150,171
WV
WATER VALVE
22
C ATEDOPENSPACE
24OAK40 = 24" OAK WI4V CANOPY DIA
DEMOLITION LEGEND REVISIONS:
TBS TO BE SAVED 1.9/1110 PSD COMMENTS FROM COUNTYNDOT /ACSA/RWSA
TBR TO BE REMOVED
EX. EXISTING
SITE ELEMENT TO BE REMOVED
X�I TREE TO BE REMOVED
-• -• -- UTILITY LINE TO BE REMOVED
SHEET INDEX:
SHEET 2
EXISTING CONDITIONS & DEMO PLAN
SHEET 3
OVERALL LAYOUT WI SIGHT LINES
SHEET 4
SITE PLAN
SHEET 5
SITE PLAN CONTD, ROAD PROFILES
NAIL IN CENTER OF BLUE RIDGE
& TYPICAL SECTIONS
SHEETS
LANDSCAPE PLAN
REVISION
1. 09/01/10 PSP COMMENTS FROM COUNTYNDOT /ACSAIRWSA
2.12121110 PSP COMMENTS FROM COUNTYNDOT
3.2111/11 PER COMMENTS FROM COUNTY
APPROVALS:
ENGINEER
BUILDING OFFICIAL
Lic. No. 35326 w ARCHITECTURAL REVIEW BOARD
G FIRE OFFICIAL
s ONAL ti�
SITE DATA
DEVELOPER: GREEN EARTH DEVELOPMENT GROUP; 111 MONTICELLO AVE., SUITE 104,
CHARLOTTESVILLE, VA 22902; 434.817.2436(P) 434- 817.0664(F); CONTACT: MARK WATSON
PROPERTY OWNER: CROZET DEVELOPMENT SOLUTIONS, LLC; 111 MONTICELLO AVE., SUITE 104,
CHARLOTTESVILLE, VA 22902; 434- 817- 2436(P) 434317- 0664(F); CONTACT: MARK WATSON
TAX MAP I PARCEL #:
PROPERTY ADDRESS:
PROPERTY SIZE:
ZONING:
MAGISTERIAL:
COMPREHENSIVE PLAN:
DRINKING WATER
WATERSHED:
TAX MAP 56, PARCELS 6,6B. 6C,6D & SA1
1194 BLUE RIDGE AVENUE CROZET, VA. 22932
9.916 AC.
R3 RESIDENTIAL (6 UNITS/AC)
WHITE HALL
CROZET COMMUNITY - URBAN GENERAL(CT4)
LICKINGHOLE CREEK/SOUTH FORK RIVANNA RESERVOIR
TOTAL # OF UNITS I DENSITY: 59 UNITS = 5.95 DU I AC
DENSITY BONUS FACTORS: NONE
WAIVER / VARIANCE PERMISSION TO TEMPORARILY TERMINATE ROADWAY SHORT OF PROPERTY LINE &
REQUESTS: STORMWATER DETENTION WAIVER BASED ON MS-19
SURVEY SOURCES:
TIM STANLEY LAND SURVEYS, PLC (434) 589 -8395
DATUM:
NAVD 88
NO GARAGE 12.25 FBp 1.___ _.
dt Bc cot.e nFbwr4nrres, where COmm+ +n walls are
:,{1.xod
BENCHMARK:
NAIL IN CENTER OF BLUE RIDGE
AVE, ELEVATION
698.02
LAND -USE BREAKDOWN:
fLANOJAE
SF
AC
%
r
BUILDINGS:
76.208
0.81
8%
43
ROADS181OEWALKB:
..
C CONDOMINIUMS (CONGREGATE PARKING)
(L
a
ASPHALT PAVEMENT
36,327
0.83
8%
PARIO•X'LOT
CONCRETE PAVEMENT
21,196
0.49
6%
- subtotal = 25
_.. _..
PERNIE &RI = PAVEMENT
29,409
0.68
7%
PERVIOUS AREAS
150,171
3.45
35%
22
C ATEDOPENSPACE
159,850
3.67
37%
"""
oNSTra�r
'TOTAL SITE ACREAGE
431,958
9.916
100%
SETBACKS:
FRONT SIDE REAR
O
7
25' IS' _- 20'
�1.
NO GARAGE 12.25 FBp 1.___ _.
dt Bc cot.e nFbwr4nrres, where COmm+ +n walls are
:,{1.xod
1µT ?n sih PmP•rly Gnes, tlw .iek )ud selbt k.
MAX. HEIGHT OF STRUCTURE: 36
NUMBER OF EMPLOYEES: NOT APPLICABLE
RECREATIONAL AREA: 59 UNITS X 200 BRUNT = 11,800 SF REQUIRED
PASSIVE DEDICATED OPEN SPACE W/ BOARDWALK OR TRAILS = 159,650 SF PROVIDED
TOT LOT = 2,000 SF REQUIRED = 2,020 SF PROVIDED
TOT LOTS SHALL PROVIDE THE AMENITY EQUIVALENT OF:
ONE (1) SWING WI4 SEATS ONE (1) BUCKABOUT OR WHIRL
ONE (1) SLIDE TWO (2) BENCHES
TWO (2) CLIMBERS
LANDSCAPE REQUIREMENTS: 18,000 SF OF PARKING AND VEHICULAR CIRCULATION AREA IN BLOCK C
6,300 SF OF PARKING AND VEHICULAR CIRCULATION AREA IN BLOCK D
PARKING DATA:
BLOCK UNIT TYPE # OF URFTS REQUIRED PROVIDED LOCATION
A SINGLE-FAMILY DETACHED 2 4.0 4 ON LOT
DUPLEX(EX HOUSE)(2.25PER) 2 4.5 6 ON LOT
subtotal =_ 4 _. 9
B TOWNHOUSE (FEE SIMPLE LOT)
,
O
NO GARAGE 12.25 FBp 1.___ _.
-.._. 2
2
ON LOT
1 -CAR GARAGE(2.25 PER I ONLOT) 2
5
4
ON LOT B GARAGE
2- CARGARAGE1225PER 16
36
32
ONLOT &GARAGE
r
r
5
ON SIRS -7
_ ..subtotal = 19
43
43
..
C CONDOMINIUMS (CONGREGATE PARKING)
(L
a
a
COTTAGES t20 F60 .. - __ -.... 19
38
48
PARIO•X'LOT
TOVVN1DUSE(20 IHO 6
12
7
ON STREET
- subtotal = 25
_.. _..
50
55
------------ .
D CONDOMINIUMS (CONGREGATE PARKING)
COTTAGES (2.0 PER) -P 11
._
22
22
NGARAGE
3
"""
oNSTra�r
subtotal = 11
22
25
TOTAL = 59
124
133
' :GLEST SPACES ARE NOT REOl1R137FOR U ITS V*G N PROVD®PARKNG IS (RtO{i®TOGEIF@i
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CONDITM
TRIP
GENERATION
ESTIMATES:
LAND USE `' AVG. WEEKDAYTRIPS
WEEKDAY PEAK HOUR
SATURDAY SUNDAY
(VPD)
AM (TRIPS)
PM (TRIPS)
(VPD) (VPD)
2+lP1 -rAWLT e.Dr LLt� LUl 10.1 8.78
S 47.85 3.75 5.05 50.5 43.9
CONDOMINIUM / TOWNHOUSE I DUPLEX 5.86 0.44 0.52 5.67 4.84
54 316.44 23.76 2 8.08 30&18 261.36
,. TRIPS GENERATED 364 28 33 357 305
REFER TO TRAFFIC IMPACT STUDY PREPARED BY RENAISSANCE PLANNING GROUP DATED JULY 19, 2010
SITE NOTES:
1. THE SUBJECT PROPERTY IS IN THE DEVELOPMENT AREA AND IS WITHIN THE SOUTH RIVANNA RESERVOIR WATERSHED.
2. A PORTION OF THE PROPERTY IS WITHIN THE 1 OD -YEAR FLOODPLAIN. IT IS IN ZONE W AS NOTED ON FIRM # 51 003CO229D, DATED
FEBRUARY 4, 2005.
3. THE EXISTING VEGETATION OF THE SUBJECT SITE IS MIX OF OPEN SPACE AND WOODS
4. THE MAIN ROAD, ARTISTS WAY, SHALL BE A PUBLIC ROAD DESIGN FOR 2,000 - 4,000 ADT.
5. ALL DRIVEWAYS SHALL CONFORM TO VDOT STANDARDS, UNLESS OTHERWISE NOTED ON PLANS.
6. THIS PROJECT WILL BE DEVELOPED BY PHASES. SEE SHEET 3 FOR DETAILS. PHASING LIMITS MAY BE REVISED AT THE OWNER'S
DISCRETION AND ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT.
7. UNITS ARE EITHER FOR SALE OR RENT.
6. WHENEVER APARTMENT-STYLE UNITS ARE INTRODUCED INTO A TOWNHOME SETTING, THE BUILDING(S) THAT OCCUPIES THAT SPECIFIC
LOT WILL BE CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES.
9. ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY
THE OWNER I DEVELOPER.
10. MAIL WILL BE PROVIDED IN A CONGREGATE FASHION (I.E. IN KIOSKS OF GANG MAILBOXES). THESE WILL BE LOCATED IN VARIOUS
AREAS THROUGHOUT THE SITE.
11. DUMPSTERS WIIL BE PROVIDED THROUGHOUT THE SITE FOR THE CONDOMINIUM UNITS. ALL OTHER UNITS WILL USE ROLL -OUTS FOR
CURB SERVICE.
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MICHAEL J. MARSHALL OR ALICE R. MARSHAL
DB /PG: 1160/496
2.258 ACRES /
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EXTENSION OF ROAD TO EXISTING I
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R� / ` / U SSMH DBIPG: 2413/214
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--------------
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PLANT LIST
LARGE STREET AND SHADE TREES
SCIENTIFIC NAME
Acer rubrum' Red Sunset'
Betula nigra 'Heritage'
Carya ovate,
Cercidiphyflum /aponicum
Cladrastis kentukea 'Rosea'
Fagus gran6fofia
Ginkgo biloba 'Magyar'
Uquidamb ar sfyraciflua
Nyasa sylvatice
Platanusx acerifolia
-- Quercus accutissima
- - - - --- Quercus bicolor
Quercus phellos
Ulmus pervilolia 'Allee'
EVERGREEN SCREEN TREES
SCIENTIFIC NAME
Cryptomerfaiaponica
flex cpaca
Jumperus vviginiana
Mince, cenfera
Pinus strobus
-! Thula occidentafis -
tINDERSTORY t SMALL FLOWERING TREES
SCIENTIFIC NAME
Acergnseum
Ametanchier x grandiftora
Cercis canadensis'Forest Pansy
Carpmus carolmrena
Lanus Saida Cherokee Princess'
Corpus kousa Constellation'
Chionanthus virgmrcus
Uguidambar styraclffue
Magnolia virgm,ans
Oxydendron arboreum 'Chameleon'
Sassafras albidum
Stewertia kaeana
III
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PLANT LEGEND
COMMONNAME
Red Maple
River Bich
Shagbark Hickory
Katsuratree - - --
Vallowwood
American Beech
Ginkgo
Sweetgum
Blackgum
London Ranebae
Saw tooth Oak
Sw anp While Oak
NFlbw, Oak
Lacebark Bm
COMMONNAME
Japanese Cryptorrenia
American Holy
Easter Red Cedar
Southern Wax Wrlle
White Fine
Eastern Arborvitae
LARGE STREET TREE
COMMON NAME
Paperbark Maple
Servioeoerry
Eastern Redbud
Ironw ood
Flowering DDgw ood
Kousa Dogw ood
While Fringetree
Sw eetgum
Sw eetbay Magnolia
Sourwood
Sassafras
Korean Stew artia
0 LARGE SHADE TREE
0 EVERGREEN SCREEN TREE
OSMALL FLOWERING TREE
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