HomeMy WebLinkAboutSDP202000053 Plan - Submittal (First) 2020-07-16LOCHLYN HILL -PHASE IV
GENERAL NOTES
OWNERS:
061AO-00-00-00300 061AO-00-00-003AO & 061AO-00-00-003BO
300 SECOND STREET NE PO BOX 1486
CHARLOTTESWLLE, VA 22902 CHARLOTTESWLLE, VA 22902
061AO-00-00-00600, 061AO-00-00-00700, 061AO-00-00-00800, 61AO-00-00-00900,
061AO-00-00-01000, 061AO-00-00-01100, 061AO-00-00-01200, & 061AO-00-00-001300
MEADOWCREEK TOO LLC
230 CHESTNUT OAK LANE
CHARLOTTESWLLE, VA 22903
DEVELOPER:
MILESTONE PARTNERS
300 2ND STREET, NE
CHARLOTTESWLLE, VA 22902
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESWLLE, VA 22902
(434)293-3719
TAX MAP NO. & AREAS:
IMP 61A-6: 0.2009 ACRES IMP 61A-10: 0.2420 ACRES IMP 61A-3B: 0.8590 ACRES
IMP 61A-7.• 0.2009 ACRES IMP 61A-11: 0.2583 ACRES IMP 61A-3A: 1.1500 ACRES
IMP 61A-8: 0.2009 ACRES IMP 61A-12: 0.2009 ACRES IMP 61A-3.• 0.7800 ACRES
IMP 61A-9: 0.2009 ACRES IMP 61A-13: 0.2062 ACRES
TOTAL ACREAGE. 4.500 ACRES (TOWNHOME SITE PLAN PORTION = 0.398 ACRES)
ZONING:
R-4 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT
(STEEP SLOPE OVERLAY)
PROPOSED USE:
RESIDENTIAL DEVELOPMENT - TOTAL 22 RESIDENTIAL UNITS INCLUDING (2) AFFORDABLE UNITS.
(14) SINGLE FAMILY DETACHED UNITS, (8) SINGLE FAMILY ATTACHED TH UNITS, AND (1) DUPLEX(2 UNITS).
NOTE- THE EXISTING USE IS (11) R-4 SINGLE FAMILY DETACHED LOTS. EACH OF THE (11) LOTS CONTAINED
AN EXISTING SINGLE FAMILY HOUSE. THIS SITE PLAN PROPOSES THE 8 SINGLE FAMILY ATTACHED TOWNHOMSS.
DENSITY.•
ALLOWABLE BY -RIGHT DENSITY: 4 DU/AC
PROPOSED DENSITY- 4.50 ACRES x 4 UNITS / ACRE = 18 UNITS ALLOWED
BONUS DENSITY. AFFORDABLE HOUSING (UP TO 307 INCREASE)
(2) AFFORDABLE TOWNHOUSE UNITS ARE PROPOSED WITH THE PROJECT
18 UNITS BY -RIGHT + (2) AFFORDABLE UNITS + (2) ADDIT70NAL MARKET RATE UNITS = 22 TOTAL UNITS
TOTAL PROPOSED DENSITY = 22 DWELLING UNITS / 4.50 ACRES = 4.89 DUA
NOTE. • TOTAL AFFORDABLE HOUSING BONUS DENSITY IS A TOTAL 227. DENSITY INCREASE
OPEN SPACE:
NO OPEN SPACE PROPOSED WITH THIS FINAL SITE PLAN, OPEN SPACE PROVIDED WITH FINAL ROAD PLAN.
TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 25%) = 1.125 AC
TOTAL OPEN SPACE PROPOSED: = 1.137 ACRES (25.57)
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL
BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION, AND HEREBY
DEDICATED TO THE HOA WITH THE RECORDATION OF THE SUBDIVISION PLAT
OPEN SPACE A = 0.929 AC
OPEN SPACE B = 0.085 AC
OPEN SPACE C = 0.060 AC
OPEN SPACE D = 0.063 AC
TOTAL OPEN SPACE = 1.137 AC
PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4 SMALL AREAS OF
MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET.
DEVELOPMENT OF THESE MANAGED SLOPES SHALL BE IN ACCORDANCE WITH THE ZONING ORDINANCE FOR
MANAGED AND PRESERVED SLOPES.
BUILDING HEIGHTS:
MAXIMUM ALLOWABLE BUILDING HEIGHT IS 35' FOR R-4 ZONING. BUILDINGS WILL NOT EXCEED 30 FEET
SE7BACK :
FRONT. 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25' MAXIMUM
SIDE: NONE - MIN. 10' BUILDING SEPARAT70N
REAR: 20' MINIMUM
COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES AND DECKS MAY PROJECT NOT MORE THAN FOUR (4)
FEET INTO ANY REQUIRED YARD SETBACK, PROVIDED THAT THE NO SUCH FEATURE IS LOCATED CLOSER THAN
SIX (6) FEET TO ANY LOT LINE.
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
MEADOW CREEK WATERSHED. THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED.
AGRICULTURAL/ FORESTAL DISTRICT NONE
TOPO & SURVEY.
TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, NOVEMBER 2018. THE BOUNDARY LINE
INFORMATION IS PROVIDED BY KIRK HUGHES & ASSOCIATES INFORMATION FIELD VERIFIED BY COLLINS
ENGINEERING ✓ANUARY 2020.
DATUM:
NAD 83
EXISTING VEGETATION:
THE PROPERTIES CURRENTLY HAVE SINGLE FAMILY DETACHED HOUSES ON MOST OF THE EXISTING LOTS.
THERE ARE SOME MATURE HARDWOOD TREES ON THE LOTS AND ALONG THE EXIS77NG PEN PARK LANE.
LIGHTING:
NO LIGHTING IS PROPOSED
PARKING:
2 OFF-STREET SPOTS IN EACH DRIVEWAY AND TOWNHUME GARAGE. GUEST PARKING FOR THE DEVELOPMENT
PROVIDED IN THE FINAL SITE PLAN, ON -STREET
(14) SFD & (8) SFA ATTACHED UNITS = 44 OFF-STREET PARKING SPACES REQUIRED
MINIMUM (2) OFF-STREET SPACES REQUIRED: DRIVEWAY SPACES AND/OR GARAGE SPACES
TOTAL PARKING PROVDED: 44 OFF-STREET PARKING SPACES
GUEST SPACES 1 SPACE PER 4 UNITS FOR THE (8) SFA UNITS = 2 SPACES REQUIRED
PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 10 SPACES
PHASING:
THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE
BUILDING SITES:
PARCELS 1-22 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1
OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES:
NO KNOWN BURIAL SITES OR CEMETERIES ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF
OF THE PROJECT.
STREAM BUFFERS:
NO STREAM BUFFERS ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF THIS PROJECT AREA.
FLOODPLAIN:
THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4,
2005.
RETAINING WALLS:
NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT.
LANDSCAPING.
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE
COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTON 32.7.9 OF THE COUNTY CODE. A LANDSCAPING PLAN
IS PROVIDED WITH THIS FINAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREATION AREA:
NO RECREATION AREAS ARE REQUIRED WITH THIS SITE PLAN. NOTE A PARK HAS BEEN CONSTRUCTED
WITHIN THE 0.929 ACRES OF OPEN SPACE (A) AND THE ADJACENT OPEN SPACE FROM THE PHASE I
DEVELOPMENT. THE PARK AREA PROVIDES RECREATIONAL AMENITIES FOR THIS PHASE OF THE DEVELOPMENT
AND A TOT LOT AND OPEN SPACE RECREATIONAL FIELD HAVE BEEN PROVIDED:
TOTAL AMOUNT OF RECREATIONAL AREA REQUIRED WITH THIS SITE PLAN: NONE
OPEN SPACE:
OPEN SPACE AREA (AREAS B, C, & D): 9,060 (0.208 AC) - 18.37
RECREATION AREA OPEN SPACE. • 40,467 SF (0.929 AC) - 81.77.
TOTAL OPEN SPACE: 49,527 SF (1.137 AC)
ALL OPEN SPACE SHALL BE HEREBY DEDICATED TO THE HOA WITH THE RECORDATION OF THE FINAL
SUBDIVISION PLAT AND SHALL BE MAINTAINED BY THE HOA.
N07E 0% OF THE OPEN SPACE IS LOCATED WITHIN THE LIMITS OF A FLOODPLAIN, WPO BUFFER, CRI77CAL OR
PRESERVED SLOPES, OR STORMWATER MANAGEMENT AREA. 285 SF OF THE TOTAL 49,832 SF OF OPEN
SPACE IS LOCATED WITH MANAGED SLOPES.
OFFSITE EASEMEN T•
ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXIS77NG RIGHT-OF-WAY. NO OFFSITE
EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT
FINAL SITE PLAN
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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SHEET LAYOUT
SCALE: 1" = 60'
NOTES:
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED SANITARY AND WATER EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE.
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY
STANDARDS.
5) THIS PROPERTY IS LOCATED WITHIN A FEDERAL DAM INUNDATION ZONE, AS SHOWN ON SHEET 3.
9�
390
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386 _ N Ws 34.09'
123 122 I 121 1 120
1 380
N
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
DEVELOPMENT AREAS:
LOT AREA = 2.533 AC (56.37)
OPEN SPACE = 1.137 AC (25.57)
RIGHT-OF-WAY = 0.83 AC (18.7Y)
IMPERVIOUS AREAS:
BUILDINGS = 40,800 SF (0.94 AC)
DRIVEWAYS = 11,000 SF (0.25 AC)
SIDEWALKS = 7,250 SF (0.17 AC)
ROADS = 44,300 SF (1.02 AC)
PAVED PARKING AND CIRCULATION AREA = N/A
VILLAGE
SQUARE
TO PEN PARK
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NORTH
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SITE
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VICINITY MAP
Q5
SCALE 1 ° - 2000'
LOT
NUMBER
LOT
AREA (sf)
BUILDABLE
AREA (sf)
13
2,382
1,500
14
1,939
1,364
15
1,897
1,360
16
1,876
1,320
17
1,873
1,320
18
2,385
1,383
19
2,513
1,452
20
2,473
1,452
TOTALS: 17,338 14,349
Total Lot Acreage: 0.398
Sheet List Table
Sheet Number
Sheet Title
1
COVER SHEET
2
EXISTING CONDITIONS
3
SITE & UTILITY PLAN
4
GRADING & DRAINAGE PLAN
5
TYPICAL SECTIONS, NOTES, & DETAILS
6
LANDSCAPING PLAN
6 TOTAL NUMBER OF SHEETS
LEGEND
ROADS
EXISTING CULVERT
CULVERT
0
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
6»
DEPTH OF EC-3A DITCH
EC-2 DITCH
6"
DEPTH OF EC-2 DITCH
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
T
VDOT STANDARD STOP SIGN
zoo
EXISTING CONTOUR
200
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVAT70N
TBC DENOTES TOP/BACK OF CURB
TAB DENOTES TOP OF BOX
APPROVAL:
AGENT FOR THE BOARD OF SUPERVISORS DATE:
SCOTT R. COL]
No. 35791
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7O' —\ NOTES: TH
S / — 1. 1 % \ — 0 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED OF�f
ES \ <\ \ \ �N� � ` ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. p ��
41— — 2. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, FIELD
\ \\ — �SCOTT R. COLLINSZ
COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION
IS PROVIDED BY KIRK HUGHES & ASSOCIATES. TOPOGRAPHY HAS a No. 35791
M\ \ \ \ / — \\ BEEN FIELD VERIFIED IN JANUARY 2020.
\ \ 3. NO PRESERVED OR MANAGED STEEP SLOPES ARE LOCATED ON THE
IR \ �� \ \ \ \ TOWNHOME PROPERTY. �SSIONAL
I \ \ 4. NO 1 00'WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY.
\ \\419J \ \ \ {
I \ \ \ 5. THE ROADWAY, GRADING, AND UTILITY IMPROVEMENTS SHOWN
` HEREIN ARE PROPOSED UNDER THE LOCHLYN HILLS PHASE IV FINAL
ROAD PLAN, SDP-2019-00032 SUBMITTED BY COLLINS ENGINEERING
TO ALBEMARLE COUNTY.
\
41 \ \�I EXISTING 10 6. THE STORMWATER MANAGEMENT FOR THIS PROJECT HAS BEEN
I \ —
D.I. WATERLINE \ \ — — INCLUDED IN THE LOCHLYN HILL PHASE IV VSMP SET SUBMITTED BY
IRF \ �F� \ COLLINS ENGINEERING TO THE CITY OF CHARLOTTESVILLE FOR
APPROVAL.
41EXISTIN W 7. EXISTING EASEMENTS AND LOTS WITHIN PHASE IV SHOWN AS
/ /�, —
/l DEC / / \ ��F �5//jF \ \ — — — — — — \ D.I. WATERLIN PLATTED OR AS SUBMITTED FOR CURRENT REVIEW.
RWA L I / \ \\ D QQTF� T �9� \ — 8. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
/ \ 2 �// \ \ IN APPROXIMATION ONLY. NO UNDERGROUND INVESTIGATION OF z
DECK / / / �St (/�OJh UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE o z
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE a o
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Rty L / i / / \\ \ \ \ \ �L9J FJ �i COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY z u
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE o
418 \ / OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND O
ROADWAY EXT. & SIDEWALK PROPOSED PRESERVE ANY AND ALL UNDERGROUND UTILITIES. E
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UNDER LOCHLYN HILL PHAS IV / /SANI ARY SEWER LATERAL / /Q \ \ — \ T '� / \ \ / / / 1� $ / i. \/
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SHEET NOJ
CITY OF
2
M BUILDING AND FIRE/RESCUE NOTES: \ TMP 48B- I
i. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS \ CITY OF CHARLOTTESVILLE
SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS PARCEL A, PEN PARK
REMOVAL PERMITS ARE REQUIRED IS POSITIVE FOR SUCH. CONTACT VDOLI FOR NOTE:
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. \ DB 507-427, 432 PLAT SHALL DENOTE THE PROPOSED AFFORDABLE HOUSING
2. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PUBLIC GOLF COURSE UNIT WITHIN THE DEVELOPMENT
PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED
DESIGN ALSO.
3. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE �� TO \
MUST HAVE AVISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
4. CONTRACTOR TO PERFORM A FIRE FLOW TEST ON AN ONSITE FIRE HYDRANTS TO NF y/l� GRAPHIC SCALE
CONFIRM THAT THE FIRE FLOW MEETS THE MINIMUM FLOW REQUIREMENTS. \ 20 0 10 20 40 80
CONTRACTOR TO COORDINATE THE TESTING WITH THE FIRE DEPARTMENT FOR FINAL \
ACCEPTANCE.
5. PARALLEL PARKING DELINEATORS ARE FOR PLANNING PURPOSES ONLY, PARALLEL \, \ ( IN FEET )
PARKING STRIPING SHALL NOT BE PAINTED ON ROADWAYS. \ \ 1 inch = 20 IT,
O \ 6' CONCRETE SIDE LK ER
LOCHLYN HILL PHAS V FI
\ROAD PLAN
46,
TOP SIGN
DEC
1
DECK\ \ \
NO PARKING
\ M \S\ \ �, SIGN
RWA / \ M �y\ J �� \ \. WATER METER PER LOCHLYN
SIR \\, \ PHASE IV FINAL ROAD PLAN
/ � .a m
ROW DEDICATION AREA
/ \ \ PROPOSED WITH LOCHLYN HILL
M PHASE IV FINAL ROAD PLAN
w M ONSTREET PARKING -
M \ \ ONE SIDE ONLY (9'x20'
/ STREET SIGN / I
\TYPICAL PARKING
SPACES)
i
NOTES:
1. ALL ALLEYS SHALL BE OWNED AND MAINTAINED BY THE HOA. ALLEYS AND ROADWAYS
AS SHOWN ON THIS SITE PLAN ARE A PART OF THE ROAD PLAN APPROVAL FOR
LOCHLYN HILL PHASE IV FINAL ROAD PLAN SDP-2019-00032.
2. NO OPEN SPACE IS PROPOSED WITH THIS FINAL SITE PLAN.
3. SEE LANDSCAPING PLAN SHEET FOR STREET TREES AND LANDSCAPING PLAN.
4. THE GUEST PARKING SPACES ARE ACCOUNTED FOR IN THE TOTAL NUMBER OF
ON -STREET PARKING SPACES PROVIDED WITH THE LOCHLYN HILL PHASE IV FINAL ROAD
PLAN, SEE CALCULATIONS ON SHEET 1.
S. THE SUBDIVISION PLAT FOR THESE PROPOSED LOTS SHALL BE SUBMITTED PRIOR TO
APPROVAL OF THIS PLAN.
6. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE
MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
7. WHERE THE FLOOD LEVEL RIIMS 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.
2"SM-9.5A
SURFACE COURSE—�
6" COMPACTED AGGREGATE
BASE COURSE, IVDOT #21A m/m,,, „ �,�/aw, /,, „0//."
COMPACTED
SUBGRADE
ASPHALT PAVING — DRIVEWAY DETAIL
NO SCALE
(4) EXISTING STREET TREES TO
REMAIN PER PHA FINAL ROAD
PLAN
/ LOT 21 ° ; WSJ M \ m \ \ 6' PLANTING STRIP INCREASED TO 14.5'
\ \ IN THIS LOCATION TO AL W FOR THE
(4) EXISTING STREET TREE O REMAIN
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LOT
NUMBER
LOT
AREA (sf)
BUILDABLE
AREA (sf)
13
2,382
1,500
14
1,939
1,364
15
1,897
1,360
16
1,876
1,320
17
1,873
1,320
18
2,385
1,383
19
2,513
1,452
20
21473
1,452
TOTALS: 17,338 14,349
Total Lot Acreage: 0.398
22' x 38'
TH UNIT
a
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BENCH MARK
IRON ROD
ELEV.=396.24'
TT R. COLLINS2
No. 35791
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1. ANY TOWNHOUSE ROOF DRAINS SHALL TIE INTO THE STORM DRAINAGE PIPES
PROPOSED UNDER THE LOCHLYN HILL PHASE IV FINAL ROAD PLANS SDP-2019-00032
SUBMITTED BY COLLINS ENGINEERING. THE STORM SEWER WAS PREVIOUSLY
DESIGNED TO INCLUDE THE TOWNHOME SITE PLAN DRAINAGE.
2. THE STORMWATER MANAGEMENT FOR THIS PROJECT HAS BEEN INCLUDED IN THE
LOCHLYN HILL PHASE IV VSMP SET SUBMITTED BY COLLINS ENGINEERING TO THE
CITY OF CHARLOTTESVILLE FOR APPROVAL.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
6' PLANTING STRIP INCREASED TO 14.5'
IN THIS LOCATION TO ALLOW FOR THE
(4) EXISTING STREET TREES TO REMAIN
PER LOCHLYN HILL PHASE IV hNAL
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(9501
BENCH MARK
IRON ROD
ELEV.=396.24'
80
TT R. COLLINS2
No. 35791
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GENERAL CONSTRUCTION NOTES FOR STREETS
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.
J. 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 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 UNDER 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.
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 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.
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 VEMENT
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.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE I, /I OR N 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.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT• POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY.
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
7. 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 (NODE). 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 (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 Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ACSA GENERAL WATER & SEWER CONDITIONS
3L. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER ACSA 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 ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5)
FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE.
THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES,
ETC.
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. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD
REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL
3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
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 A 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.
INSPECTIONS NOTES
1. BUILDING OR STRUCTURES BUILT BEFORE ✓ANUARY 1, 1985 MUST HAVE AN ASBESTOS
SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS
ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS
AND PERMITS FOR DEMOLITION PROJECTS.
2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE
MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON FEE TRIP GENERATION MANUAL (8TH EDITION)
8 ATTACHED SINGLE FAMILY UNITS - CODE 230
ADT: 46 VPD (23 ENTER / 23 EXIT)
AM PEAK: 4 VPH (1 ENTER / 3 EXIT)
PM PEAK: 4 VPH (3 ENTER 11 EXIT)
COMA WIDTH OF
Cii
A -q-1 F r y
WIDTH Ci ENTRANCE C LIMITS OF PEDESTPoq ® _ _ _ _#' ® LIMICf STR PEDEIAN
NOTES:
ExPANSIpN AIq 55 RWTE - AGCE55TS RWTE
Q NON-TMVQRS/BLE
THIS CAST
I+N UNPAVED SPACE UNPAVED SPACE
4yF0
I. THIN NAY BE FORECAST OR N PULE
I�
•�.P^ D
2. CONCRETE TO BE CUSS q F CAST IN RACE,
M a j
+WO INS IF PRECAST.
1 +„ 1
EXISTING OR PROPOSED ryIOTH OF
SIDENAK OR SIOfWKK SPgf C w EN�R�
J. CURB HAVNG A RMIIS OF ]00 FEET OR LE55
1a--,I 1' R
CURE INCLUDED IN
� FACE
� OF CURID WILL BE PAD FOR M
ENTRANCE GUTTER u
EXPN6IW .x)INT a _ _ _
P, B, '+
+. THE CEPT4 OF (DUMB MY BE REDUCED AS MUCH
0 „
C ---- +
AS ]• (w' CEPTO OR NCIREl AS WON AS
UPORDEREDIN ORDER
D.;!s.;
IT L
NON-TIRAVERSAHLE
OF WILL. COMMODORE WITHTTKETOPTTOM
OF A
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6
E55 ROUTE -• LE55 RWTE
W
COURSE OF THE PAVEMENT SUBSTRUCTURE.
0.;
D. i
OT1�WTy,1 S DEPTH HE TO A R, AS FAWN
NO ODLB XW N TE PNS ND IS TO WE MADE
% w
PM A E6HFASE OR AN NLTEASE N DEPTH.
L+
N9 PEDESTRIAN ACCESS ROUTE DETAILS WITH &
- FLOW DIE ¢ WITHOUT UNPAVED SPACE
5, IS TOW ROADWAYS-6MSH MEETING
M.; 1. 1.A
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THE S F R /5 N
THE TH FOR
F:!+:!N
ENTRANCE WIDTH gpTlWµ R. -COAT 6 IEp EO IF THE COTS T-�,
T ROM OXIN
M THE S A O THE VDOT ROAD DESIGN LWAIN,
NDI AOF
N THE 9ECTON UI 45 URBAN STANDARDS.
A '
pECESTRIAN gLE55 RWTE ENIwID BETON) E%SING
OFACC
EXPANSION ANT DESIRIHLE MNIMUM 16' OR PROPOSED VDOF AT OP W T. E�5
ABSOLUTE MINIMUM 4'
e e
BLADE
EDGE OF PAVEMEM
® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED. STABLE, FLAN LAID SLIP RESISTANT
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'e'.'e'.
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"
--"�-
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IF PE�STMAN ACCESS HOUTES ®ARE BEING
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E•
WHEN USED IN CIXGMICTON WITH STANDARD
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ROAD AND BRIDGE MANONNDS
VIRGINIA DEPARTMENT OF TRANURORTATON
VIRGIIN OFPMILENT OF TRANSPORTATION
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IS NOT PROVIOED.
SINGLE SERVICE
NOTE
0
1 SADDLES SHALL 9E USED ON PVC RIPE,
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NITS
FIG. W-6A
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NOTES:
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TYPICAL METER BOXES
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I
FIG. W-7
SURFACE •
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NOTES:
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AND PS 11 PRECAST.
], COMBINATION CURB M GOTTEN HAVING A RADIUS
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CURB L Gunn.
+. FOR USE NTH STAHUSD qEM-CINOEB DRAINAGE
LAYER, THE BOTTOM OF THE CINB N GUTTER
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THE PAVEMENT.
S. ALDWMLE CRITERIA FOR THE USE OF CO-5
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w5 REVISION DATE EHEET 1 OF 1
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SEWER SERVICE LATERAL CONNECTION NOTES:
L 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 02' HIGHER THAN THE
TOP (CROWN) ELEVATOR OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2, SEWER LATERALS TAPPED INTO AN EXISTING SERVER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1/4" PER FOOT )
�Q
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2- MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAYS A MINIMUM COVER
OF }FEET.
SALT
TREA ED
FINISHED GROUND
2 X 4
MARKER
PLUG END OF -
MAIN LINE SECTION SERVICE LATERAL
LINE WYE-TEE
PLAN
VARIES
F
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TO-33
8*MIN
SPRING LINE
OF PIPE
NO. 68 STONE
24
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INITIAL BACKFILL*
(6" LEFTS)
+ THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" min
-FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
,CONDITIONS ARE UNSTABLE
NOTE :
L OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NITS
FIG. S-3
TD-34
-1' 16„ 2'
STANDARD CG-6
CURB Hz GU TTER
NO SCALE
(5' MIN.)
4" CONC._\
VDOT #57,#68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
BACKFILLING.
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CONCRETE SIDEWALK
NO SCALE
4
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#68 OR #78
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STANDARD CG-2
NO SCALE
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
H 24" INN, INITIAL BACKFILL 824 INR
MIN OMIN. MIN MIN,
R 6" BEDDING
U.
STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
a w INITIAL BACKFILLY#68
UNSTABLE BSOIL MI MIN. _ STONE
\RANULAR FILL ASAPPROVED BY ACSA
5 DcA STABLE SOIL OR ROCK,
NOTE :
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2.NC ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5.BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TT R. COLLINSI2
No. 35791
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Landscape Notes
1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF
CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION.
2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION
CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION
MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE
ON —SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR.
3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION
ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL
LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS
APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK.
4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA
SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED
METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE
DONE WITH A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT
AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING
DRIPLINES.
5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER
SPECIES).
6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF
SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE
LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS.
7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL
PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48—HOURS PRIOR TO DELIVERY.
8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING.
9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A
2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING
BEDS. MULCH TO BE DOUBLE —SHREDDED HARDWOOD.
10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE
LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING.
11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOA.
M
TREE CANOPY CALCULATIONS:
TOTAL PROJECT SITE AREA 0.398 AC
DWELLING UNITS 8TOWNHOUSE UNITS
NOTE: DENSITY OF io DWELLING UNITS OR LESS PER ACRE REQUIRES A MINIMUM
OF 20%TREE CANOPY
TOTAL SITE AREA 16,355 SF
TOTAL TREE CANOPY REQUIRED 20%x 16,355 SF = 3,271 SF
TOTAL TREE CANOPY PROPOSED ON SITE = 3,340 SF
Plant
NOTE: STREET TREES PROVIDED 40' O.C. AND 5'-10'
FROM PROPOSED UTILITIES. THOSE TREES NOT
HIGHLIGHTED ARE LOCATED ON PRIVATE LOTS. ANY
TREES PROPOSED ON THE PRIVATE LOTS WILL BE
CONTAINED WITHIN A LANDSCAPING ACCESS
EASEMENT TO THE HOA.
NOTE: INDIVIDUAL LOT PLANTING REQUIREMENTS
PER THE LANDSCAPE STANDARDS FOUND WITHIN
THE LOCHLYN HILL CODE OF DEVELOPMENT WILL BE
REVIEWED BY THE COUNTY FOR QUANTITY ONLY.
VERTIFICATION WILL OCCUR AT THE ISSUANCE OF
THE CERTIFICATE OF OCCUPANCY BY THE ZONING
ADMINISTRATOR.
PLANT SCHEDULE
SYM
BOTANICAL NAME
COMMON NAME
SIZE
CANOPY(sf)
TOTALSITE
QUANTITY
COVERAGE sf
AR
ACER RUBRUM'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
2- 21/2" cal.
452
2
904
BN
BETULA NIGRA
RIVER BIRCH
2- 21/2" cal.
397
4
1588
QR
QUERCUS RUBRA
RED OAK
2 - 21/2" cal.
424
2
848
TOTALCANOPY
3340
Planting Notes
1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES
EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION
OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO
FAILURE TO GIVE SUCH NOTIFICATION.
2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS.
3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED SHALL BE
SEEDED PER SPECIFICATIONS.
� 1 \ \
F
Tree Planting and Staking Detail
Not To Scale
DOUBLE STRAND #12 GAUGE WIRE
WITH RUBBER HOSE & TURNBUCKLES
2"x2" HARDWOOD STAKE
CUT & REMOVE BURLAP FROM TOP
1/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
MULCH SAUCER
y101169:Ig4HAll 1B
TREES UP TO 4" CAL. SHALL BE STAKED.
TREES 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED
TWISTED, #12 GAUGE WIRE WITH HOSE
AND TURNBUCKLES. LOOP HOSE
AROUND TRUNK ABOVE BRANCHES
AS SHOWN, FLAG WIRES WITH
COURVEY TAPE. REFER TO SPECS
FOR ADDITIONAL INFORMATION.
AMENDED SOIL MIX
COMPACTED SUBGRADE
Evergreen Tree Planting Detail
Not To Scale
DEC \ M\ ��F� \ \
DECK / \ M 3�6' '(! 1, ly \ \
a
RWA L
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PROPOSED ROW DEDICATION AREA
EXISTING TREELINE
LOT 22 M\,
�`',�% \ \ � \ (3) EXISTING STREET
M
Ljw \ \ \ TREES TO REMAIN
, M \
R IF \ M \
/
LOT21
\ / PROPOSED 6 PLANTIN TRIP TO BE
(2)i w Fri
o M \ M \ \ \ INCREASED TO 14.5' IN THIS LOCATION
\ / TO ALLOW FOR THE (3) EXISTING
LOT 2O / \ s M \ STREET TREES TO REMAIN
LOT 19
M
/ IRE 41
LOT 1 VQ
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LOT 15
LOT14
6 PLANTING STRIP / '� / P�� (1) OR \� /. t;+ r�\\� �
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LOTS
UBLIC ROAD MAINTAINE BY Y VDOT ,
--------------------------
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LOT 11 I o
N/ N/ w w w �\w -'- +/' ROPOSED STREET .,, / ,, I1 w wl 11 1 ;I °� n
TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2-2"x2" HARDWOOD STAKES.
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED,
AND TURNBUCKLES. LOOP HOSE AROUND
TRUNK. FLAG WIRES WITH COURVEY TAPE.
REFER TO SPECIFICATIONS FOR
FURTHER INFORMATION
GUYWIRES WITH RUBBER HOSE AND
TURNBUCKLES 2/3 UP TREE
2"x2" HARDWOOD STAKES, ALIGN
TOP OF STAKES
MULCH SAUCER
AMENDED SOIL MIX
CUT AND REMOVE BURLAP FROM TOP
1/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
COMPACTED SUBGRADE
GRAPHIC SCALE
( IN FEET )
1 inch = 20 1L
- 6' PLANTING STRIP
�501
BENCH MARK
IRON ROD
ELEV.=396.24'
PROPOSED STREET
TREES (TYPICAL)
TT R. COLLINS'Z
No. 35791
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