HomeMy WebLinkAboutSDP201600035 Plan - Approved 2016-08-043ELVEDERE PHASE IV=A
BY -RIGHT PRELIMINARY SUBDIVISION
PLAT & INITIAL SITE PLAN
RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA
DEVELOPER: GLOBAL VIEW DEVELOPMENT, LLC f / f
1.:
PO BOX 7505 1 :' I c5� .' A (' r✓ ` , r
CHARLOTTESVILLE, VA 22906
OWNER: TMP 062A3-00-00-00100 &TMP 06100-00-00-16000 &TMP 06200-00-00-002A1 f .::iLiFI TsnKtTVP.
DB 3488, PG 552 PROJECT LIMITS (TYP.) I.N =' rf 7-1 2Z -
BELVEDERE STATION LAND TRUST
2421 IVY ROAD
: j1� PROPERTY f ° . '��;LO21, '
CHARLOTTESVILLE, VA 22903
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TMP 06200-00-00-00280
DB 3543, PG 485
BONDSTONE VENTURES LLC
100 10TH STREET NE SUITE 301
CHARLOTTESVILLE, VA 22902
ENGINEER: COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
CONTACT: SCOTT COLLINS, PE
434.293.3719
TAX PARCEL #. 06100-00-00-16000 & 062A3-00-00-00100 & 06200-00-00-002A1 & 06200-00-00-00280
TOTAL ACREAGE: 06100-00-00-16000 (PORTION); 6.33 AC.
062A3-00-00-00100 (PORTION): 0.96 AC.
06200-00-00-002A1 (PORTION): 0.95 AC.
06200-00-00-00280 (PORTION): 0.64 AC.
TOTAL: 8.88 AC.
ZONING: R-4 ZONING - CLUSTER DEVELOPMENT (25% OPEN SPACE)
PROPOSED USE: RESIDENTIAL DEVELOPMENT
11 SINGLE FAMILY DETACHED LOTS AND 22 TOWNHOUSE UNITS = 33 UNITS TOTAL
DEVELOPMENT DENSITY: PARCEL AREA - NMD AREA = 8.88 ACRES - 0.62 ACRES = 8.26 ACRES BY -RIGHT
DENSITY = 33 DU / 8,26 AC. = 3.995 DUA
PARKING: 66 OFF-STREET SPACES + 34 PARALLEL SPACES = 100 PARKING SPACES
(2) PARKING SPACES PROVIDED PER LOT IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED
VIA ALLEYS OR THE STREET. ON -STREET PARKING IS AVAILABLE AS SHOWN ON THIS SHEET.
SOURCE OF BOUNDARY SURVEY:
ROUDABUSH, GALE & ASSOCIATES 2016
ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC
SOURCE OF TOPOGRAPHY:
VIRGINIA RESOURCE MAPPING AERIAL SURVEY, DATED JANUARY 2016
DATUM: ELEVATIONS BASED ON NAD '83.
FLOODPLAIN INFORMATION:
THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD
INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005.
SLOPES: MANAGED AND PRESERVED SLOPES EXIST ON THE PROPERTY, AS SHOWN ON THE PLAN.
STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA
WATERSHED: SOUTH FORK RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER
SUPPLY PROTECTION AREA.
EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER
STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS AND SHALL CONFORM TO THE
REQUIREMENTS OF COUNTY CODE SECTION 32.7.9. ALL STREETS SHALL HAVE STREET TREES AS
REQUIRED BY ALBEMARLE COUNTY DEVELOPMENT ORDINANCES.
ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA PUBLIC ROADS AND
PRIVATE ALLEYWAYS, INCLUDING BELVEDERE DRIVE AND FARROW DRIVE. CURB AND GUTTER AND STORM
SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE
PUBLIC.
PHASING: THIS PLAN WILL BE CONSTRUCTED IN (2) PHASES. LOTS 231 AND 232 SHALL BE DEVELOPED IN
PHASE II.
RECREATION AREA: NONE.
BUILDING SITES: LOTS 1-56 & 197-208 AND THE RESIDUE OF 06100-00-00-16000, 06200-00-00-00300,
06200-00-00-00500 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY
ZONING ORDINANCE. LOTS 118-121, 57, & 58 ARE FUTURE LOTS IN THIS SECTION WHICH ARE STILL ZONED R4. THESE
LOTS WILL BE REZONED TO MATCH EXISTING SETBACKS OF THE NMD STANDARDS.
CONSERVATION PLAN: A CONSERVATION PLAN SHALL BE REQUIRED WITH FINAL ROAD PLANS.
CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE.
RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED.
OPEN SPACE: 3.32 ACRES (OPEN SPACE A=3.32 AC,) 37.4% OPEN SPACE
IMPERVIOUS AREAS:
ROADS & ALLEYS: 1.2 AC.
SIDEWALKS: 0.3 AC.
LOT BUILDABLE AREAS: 2.3 AC.
TOTAL 3.8 AC.
LEGEND
EXISTING CULVERT ,,,�,,,� EARTH DITCH
CUL VERT DRI VEWA Y CUL VERT
Q DROP INLET & STRUCTURE NO. BENCH MARK
CURB
CLEARING LIMITS
CURB & GUTTER
PROPOSED PAVEMENT- VDOT STANDARD STOP SIGN
EC -3A DITCH EXISTING CONTOUR
6"
DEPTH OF EC -3A DITCH 200 PROPOSED CONTOUR
EC -2 DI TCH 240.55 PROPOSED SPOT ELEVA TION
g" DEPTH OF EC -2 DITCH TAB DENOTES TOP OF BOX
SHEET INDEX
TITLE SHEET
COVER SHEET 1
EXISTING CONDITIONS 2
UTILITY & GRADING & STORMWATER MANAGEMENT 3
DETAILS 4
TOTAL SHEETS 4
ZONING LIMITS (TYP.)
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LANDSCAPING WILL CONFORM TO THE
Zs' REQUIREMENTS UNDER SEC. 32.7.9. ALL
Q,:.' I STREETS SHALL HAVE TREES AS REQUIRED
32 r BY ALBEMARLE COUNTY DEVELOPMENT
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ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. 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 (HORIZONTAL: VERTICAL). 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 CONCRETE
PIPE -CLASS HI.
9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTES FOR STREETS
1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARDS
AND SPECIFICATIONS
2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR
WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL
EASEMENTS ARE TO
BE EXTENDED
TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
J. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END
TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAYBE
REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE
COUNTY ENGINEER (FOR PRIVATE ROADS), 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.
4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT CG -9(A, B OR C).
5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES
PACE 2OF4
6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN
ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
7. 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.
8. 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.
9• TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE
DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED
NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS
10. 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.
11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL
AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
12. 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
ROAD NOTES
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA 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.
J. 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 iN TERSEC TIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TD 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.
J. 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.
'�-
PA 1/EMENT
it
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 1
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. I
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIALflak BELVEDR 11
MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR Ili PRIOR TO PLACING AGGREGATE BASE.t s ,, � E , I
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT i
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
:
AGGREGATE BASE. 1N THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 - - k _ = ✓s,
DAYS, THE PUGMILL REQUIREMENT WILL APPL Y. dji
5. THE USE OF AN AGGREGA TE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. I
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT IS APPLIED. fr
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT „BLV
(D
PRIME COAT RC -250 ® 0.3 GAL. SQ. YD.). EL, : .
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA r I
f
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS r I=
h
9. ENCROACHMENT- POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO r:
t
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
M*"
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY f'
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN ____.,u_. _ .:
THE STREETS RIGHT OF WAY -
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GENERAL WATER & SEWER �
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CONDITIONS' ' -�.
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1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY n5't;,
INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
AUTHORITY OFFICIALS AT THE START OF THE WORK:: {1`
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROX/MA TEL Y CORRECT.
THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND '
STRUCTURES AS NECESSARY.
J. 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. ,
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM ;;%`' %
THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, if ;
SERVICE LATERALS, AND WATER LINES, ETC. \n,
7. ALL WATER AND SEWER 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. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER '
10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALBEMARiLE
COUNTY SERVICE AUTHORITY.
2" SM -9.5A
SURFACE CC
B" COMPACT
BASE COURE
COMPACTED
SUBGRADE
PARKING LOT PAVING
NO SCALE
2" SM -9.5A
SURFACE COURSE
4" BM -25
INTERMEDIATE COURSE
6" COMPACTED AGGREGATE
BASE COURSE, VDOT #21A l,p,
COMPACTED '
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE
CG -6 POINT OF CG -6
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CURB & GUTTER
POINT OF CG -6
FINISHED GRADE CURB & GUTTER
DUNS ORA 'SUB41V SID
TRIP GENERATION
PHASE IV -A ONLY
TRIP GENERATION FIGURES BASED ON ITE TRIP GENERATION MANUAL, 87H EDITION
11 SINGLE FAMILY DETACHED UNITS - ITE LAND USE CODE 210
AD T.• 105 VPD (52.5 EN TER/ 52 5 EXIT)
AM PEAK: 8 VPH (2 ENTER/ 6 EXIT)
PM PEAK: 11 VPH (7 EN TER/ 4 EXIT)
22 TOWNHOUSE UNITS - ITE LAND USE CODE 230
AD T.• 128 VPD (64 EN TER/ 64 EXI T)
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PM PEA K- 11 VPH (8 EN TER/ 3 EXIT)
TO TAL TRIPS: 233 VPD (PHASE I V-A ONL Y)
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TH OA,�
SCOTT R. COLLINSZ
Lic. No. 035791,2
C01
ONAL �
7' r
0
a
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TH OA,�
SCOTT R. COLLINSZ
Lic. No. 035791,2
C01
ONAL �
TRIP GENERATION
SCALE: 1" = 150'
(VARIABLE WIDTH)
A" /'/-)A//"
4"
MIN
�- 4" 21-A STONE BASE
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1,--�--6" ! 2,
57
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NO SCALE
OF 4"-7 2" R
CURB
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57
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