HomeMy WebLinkAboutSDP202100096 Plan - Revision 2022-02-14GENERAL NOTES
OWNER: STANLEY MARTIN HOMES LLC
11710 PLAZA AMERICA DRIVE, SU17E 1100
RESTON, VIRGINIA 20190
DEVELOPER: STANLEY MARTIN HOMES
404 PEOPLE PLACE, SUITE 303
CHARLOTTESVILLE, VA 22911
ENGINEER: COLLINS ENGINEERING
200 GARRETT ST,, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.: 056A1-01-00-02500 (1.85 AC) - STANLEY MARTIN HOMES LLC
056A1-01-00-029RO (3.11 AC) - STANLEY MARTIN HOMES LLC
056A1-01-00-02600 (PORTION OF 4.74 AC=0.12 AC))-STANLEY MAR77N HOMES LLC
055CO-03-00-000AO (PORTION OF 16.28 AC=1.48 AC)) - STANLEY MARTIN HOMES LLC
PORTION OF PHASE l ALLEY - 0.15 ACRES
DB. 5495, PG. 635
TOTAL AREA: LIMITS OF PHASE III DEVELOPMENT = 6.71 ACRES
ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT. NOTE, THE OVERALL
PLEASANT GREEN DEVELOPMENT ALSO INCLUDES FLOOD HAZARD OVERLAY DISTRICT,
PRESERVED AND MANAGED SLOPES OVERLAY DISTRICT, AND WATER PROTEC77ON ORDINANCE
(WPO BUFFERS); HOWEVER, 774ESE (3) OVERLAY DISTRICTS ARE NOT LOCATED WITHIN THE
PHASE III PORTION OF THE PROPERTY.
PREVIOUS PLAN APPROVALS INCLUDE THE FOLLOWING:
SP1990-00103, LOD2014-00009, LOD2021-00018, SUB2015-00029, SUB2017-00099,
SUB2019-00151, AND FDP2021-00004
PROPOSED USE. PHASE Ill - 95 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TOWNHOUSE UNITS)
PREVIOUS PHASES:
PHASE I - 50 UNITS (SINGLE FAMILY ATTACHED UNITS)
PHASE 11 - 102 UNITS (38 SFD UNITS & 64 SFA UNITS)
DENSITY: ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC (NET DENSITY)
PROPOSED DENSITY • THE OVERALL NET DENSITY FOR PLEASANT GREEN BETWEEN PHASE 1,
PHASE Il, AND PHASE Ill DOES NOT EXCEED 6 UNITS / ACRE.
PHASE I RECORDED ACREAGE = 10.377 ACRES & 50 UNITS
PHASE ll & III GROSS ACREAGE = 31.091 ACRES GROSS ACREAGE
PHASE ll & III NET ACREAGE = 30.798 ACRES NET ACREAGE)
)
OVERALL NET ALLOWABLE DENSITY = 41.175 ACRES X 6 UNITS / ACRE = 247 UNITS
OVERALL PROPOSED NET DENSITY = 247 UNITS (50 UNITS - PHASE I, 102 UNITS -
PHASE Il, & 95 UNITS - PHASE III)
OPEN SPACE:
TOTAL PHASE III OPEN SPACE PROPOSED = 0.48 AC 7.2%
( )
OPEN SPACE ASSOCIATED WITH PHASE l & ll = 13.61 ACRES
TOTAL OPEN SPACE REQUIRED (25%) FOR THE ENTIRE PROJECT (PHASE 1, ll, & Ill):
41.7 ACRES (TOTAL AREA OF PLEASANT GREEN PROPERTY x 25% = 10.43 ACRES
TOTAL OPEN SPACE PROVIDED (PHASE l-Ill): 14.09 (33.81.)
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 774E
SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE.
PRESERVED/MANAGED SLOPES THERE ARE NO PRESERVED SLOPES OR MANAGED SLOPES WITHIN THE PHASE 111
PORTION OF THE PROPERTY.
BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS: FRONT 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK)
SIDE. NONE - MIN. 10' BUILDING SEPARAT70N (ANY BUILDING THAT EXCEEDS 35' IN HEIGHT
SHALL BE SEPARATED FROM ANY 07HER BUILDING BY 10' PLUS 1' FOR EACH FOOT THE
BUILDING EXCEEDS 35' IN HEIGHT) REAR: 20' MINIMUM
GARAGE: 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK
SUBDIVISION STREETS: CURB & GUTTER
WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED
AGRICULTURALI FORESTAL DISTRICT. NONE
TOPO & SURD :: THE BOUNDARY LINE, PARCEL INFORMA77ON AND TOPOGRAPHY WERE PROVIDED BY
ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2020. INFORMA77ON WAS FIELD VERIFIED
BY COLLINS ENGINEERING IN NOVEMBER OF 2021.
DATUM: NAD 83
EXIS77NG VEGETATION: PAR77ALLY WOODED. PHASE II IS CURRENTLY UNDER CONSTRUCTON AND THE 50 HOMES
WITHIN PHASE l ARE COMPLETE
LIGH77NG. NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT. ALL PORCH LIGHTS MUST
MEET THE REQUIREMENTS OF SEC77ON 4.17 AND BE BELOW 3000 LUMENS
PARKING: 95 SFA UNITS = 190 OFF-STREET PARKING SPACES REQUIRED
MINIMUM (i) DRIVEWAY SPACE + (1) GARAGE SPACE
TOTAL PARKING PROVIDED: 190 OFF-STREET PARKING SPACES
GUEST SPACES: i SPACE PER 4 UNITS = 24 SPACES REQUIRED
GUEST PARKING SPACES PROVIDED:
1. ON -STREET PARKING ALONG MCCOMB = 28 SPACES
2. ON -STREET PARKING WITH BUMP -OUTS = 23 SPACES
TOTAL GUEST PARKING PROVIDED = 51 SPACES
TOTAL PARKING REQUIRED:
OFF-STREET SPACES (PHASE Ill ONLY): 190 SPACES
ON -STREET SPACES (PHASE ll&Ill): 64 SFA(PHASE ll) + 95 SFA(PHASE Ill)= 40 SPACES
TOTAL PARKING REQUIRED: 230 SPACES (PHASE III OFFSI7F & PHASE ll&Ill ON -STREET)
TOTAL PARKING PROVIDED: 241 SPACES (PHASE III OFFSITE & PHASE H&Ill ON -STREET)
ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE SITE PLAN SHEET FOR
SIGNA GE.
PHASING THIS PROPERTY SHALL BE DEVELOPED WITHIN A MINIMUM OF 3 PHASES CURRENTLY, THIS
PROPOSED PLAN INCLUDES PHASE Ill. PHASE I HAS BEEN CONSTRUCTED, AND CURRENTLY
PHASE ll IS UNDER CONSTRUCTION.
BUILDING SITES: PARCELS 1-93 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF
SECT70N 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES: A CEMETERY EXISTS ON THE PHASE ll PORT70N OF THE PROPERTY. THE CEMETERY SHALL
REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT. SEE EXISTING COND177ONS AND
SITE PLAN SHEETS FOR LOCATION OF CEMETERY.
STREAM BUFFERS: THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE
ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. PHASE Ill DOES NOT HAVE ANY WPO
BUFFERS ON THE PROPERTY.
FLOODPLAIN: A PORTION OF THE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA
MAP#51003CO229D, DATED FEBRUARY 4, 2005. NO PART OF THE PHASE Ill DEVELOPMENT IS
LOCATED WITHIN THE FLOODPLAIN.
RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE PHASE Ill DEVELOPMENT.
LANDSCAPING: STREET TREES ARE PROPOSED WITH THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS IN
ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SECTION
32.7.9 OF THE COUNTY CODE.
TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREATION AREA: RECREATIONAL AMENITIES HAVE BEEN PROVIDED WITH THE PHASE l DEVELOPMENT, INCLUDING
A CLUBHOUSE, RECREAT70NAL FIELD, AND TOT LOT. PHASE ll ADDED TO THESE AMENITES
K17H A PASSIVE RECREA7ONAL AMENITY. A /RAILWAY WAS CONSTRUCTED ALONG THE
STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE
TRAIL. PHASE /// SHALL INCLUDES A GRASS RECREATIONAL FIELD (MIN. 20,000 SF)
STORMWATER MANAGEMENT • THE FACIL177ES DESIGNED WITH THE PHASE 11 PORTION OF THE PLEASANT GREEN
DEVELOPMENT WERE SIZED FOR THE PROPOSED PHASE III DEVELOPMENT AND IMPERVIOUS
AREA. ADD177ONAL NUTRIENT CREDITS WILL BE PURCHASED FOR THE PHASE III POR77ON OF
THE PROJECT TO MEET WATER QUALITY REQUIREMENTS, BUT THE PHASE ll FACIL177ES PROVIDE
THE REQUIRED WATER QUANTITY FOR THIS PORTION OF THE DEVELOPMENT.
IMPERVIOUS AREAS:
PROPOSED ROADWAY AND PARKING LOT 40,620 SF
PROPOSED SIDEWALK 18,200 SF
PROPOSED BUILDINGS 77,190 SF
PROPOSED DRIVEWAYS 23,780 SF
TOTAL IMPERVIOUS AREA 159,790 SF (55%)
NEEDED FIRE FLOW CALCULATIONS. TO BE PROVIDED WITH FINAL SITE PLAN
NO TES:
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE.
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT
AND ALBEMARLE COUNTY STANDARDS.
5) THE OVERALL PLEASANT GREEN PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE, BUT DOES NOT HAVE
AN AFFECT ON THE DAM INUNDATION AREA. THIS PORTION OF THE DEVELOPMENT (PHASE III) IS NOT LOCATED
WITHIN THE DAM INUNDATION ZONE HAS NO AFFECT ON THE DAM INUNDATION AREA.
PLEASANT GREEN -PHASE 3
INITIAL SITE PLAN &PRELIMINARY
SUBDIVISION PLAT (SDP2021m00096)
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
ICINITY MAP
SCALE: 1It = 2000' ' LAUREL HI L S
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BUILDING CODE NOTES:
1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL
BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al17.1-09 AND THE 2015 VIRGINIA
CONSTRUCTION CODE.
2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE
STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING
DEPARTMENT.
3. 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.
4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC
NUISANCE AND NOT OVER SIDEWALKS.
NOTES:
1. ALL PROPOSED WATER AND SANITARY SEWER UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC
USE.
2. ROADWAYS SHALL BE PUBLIC STREETS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE
PROPOSED PUBLIC STREET CROSS SECTIONS.
3. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION
MANUAL, ioTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT
PROPOSED 95 DWELLING UNITS
ADT RATE - 7.32 VPD PER DU = 696 ACT (348 ENTER/ 348 EXIT)
AM PEAK RATE - 0.46 VPD PER DU = 44 VPD (io ENTER/ 34 EXIT)
PM PEAK RATE - o.56 VPD PER DU = 53 VPD (34 ENTER/ 29 EXIT)
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SHEET LAYOUT
SCALE: 1" =100'
LEGEND
EDGE OF PAVEMENT
200
PROPOSED CONTOUR
CURB
506.77 TC EP
PROPOSED SPOT ELEVATION
PROPOSED ASPHALT PAVEMENT
TBC DENOTES TOP/BACK OF CURB
T/B DENOTES TOP OF BOX
EXISTING VEGETATIVE/LANDSCAPE BUFFER
GREEN WAY BUFFER
506.71 TW
sos.zl eW
PROPOSED SPOT ELEVAT70N
TW DENOTES TOP OF WALL
PROPOSED EASEMENT VARIOUS WITH EACH SHEET
BW DENOTES BOTTOM OF WALL
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DROP INLET & STRUCTURE NO.
PRESERVED STEEP SLOPES
DRAINAGE PIPE
MANAGED STEEP SLOPES
BENCH MARK
PEDESTRIAN AND VEHICLE ACCESS
a
VDOT STANDARD STOP SIGN
PROPOSED CONCRETE
PROPOSED HANDICAP PARKING SPACE STRIPING
PROPOSED & EXISTING GUARDRAIL
PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC)
PROPOSED FENCE
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EXISTING CONTOUR
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100 YR. FLOODPLAIN
Sheet List Table
Sheet
Number
Sheet Title
1
COVER SHEET
2
EXISTING CONDITIONS & DEMOLITION PLAN
3
SITE PLAN
4
SITE PLAN
5
UTILITIES, GRADING & DRAINAGE PLAN
6
UTILITIES, GRADING & DRAINAGE PLAN
7
TYPICAL SECTIONS NOTES &DETAILS
7 TOTAL NUMBER OF SHEETS
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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SHEET NO.
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ADJACENT PROPERTY OWNERS INFORMATION
TAX MAP PARCEL
OWNER ZONING ACREAGE D.B./PG.
NUMBER - ---
----------
A 56A1-05-00-000AO STANLEY MARTIN COMPANIES, LLC R-6 4.24AC 5226/309 - --__-
B 56A1-01-00-030A0 STANLEY MARTIN COMPANIES, LLC R-6 0.50AC 5226/309 -- --- - -
C 05600-00-00-11500 VUE REALTY PARTNERS, LLC R-6 21.85AC 4856/582 =�
D OSSCO-03-OD-000BO CROZET CROSSING COMMUNITY R-6 4.18AC 2228/122
E 055CO-03-00-01700 MORGAN,TERESA R-6 0.28AC 1407/560 -_------_---- '
F 055CO-03-00-01800 GUYTON, JASON RYON R-6 0.28AC 4002/047 ------ - -'"
G 055CO-03-00-01900 RICHARSON, ELLEN M OR ROBERT M R-6 0.27AC 3472/007
H 055CO-03-00-02000 SALISBURY, BONNIE L R-6 0.27AC 1444/206 \l H _ �Trn7 Trl--F+1-u----------� EXISTING RAILROAD I I I
055CO-03-00-02100 RASCLE, SERGE OR PENNY CHANG R-6 0.30AC 3392/158--________I FIRE klD_ ANT PRO POSED UNDER PLEASANT GREEN' GRADING PROPOSED WITH PLEASANT GREEN
- - - -
- - l BLOW -OFF PROPOSED UNDER PLEASANT GREEN-" PHASE I ROAD & UTILITY PLANS SUB-2019-00071 --PHASE I ROAD &UTILITY PLAN -SUB zoig 0007i� - A \
J OSSCO 03-00 02200 CROMER, SHIRLEY H R-6 0.29AC 1337/295 _ _------- PHASE I ROAD & UTILITY PLANS SUB-2019-00071 t '
K OSSCO 03-00 02300 GREEN LEE, CLYDE V OR CARRIE L R-6 0.30AC 1352/322 _ _-- -4</S4250'25"E
STING RWSA iz" DI WATERLINE EXISTING RWSA izl DI WATERLINE y
L 055CO-03-00-02400 MARSHALL, NANCY H OR REBECCA E R-6 0.27AC 4388/295 268� 7 M 055CO-03-00-02500 BRADLEY, BONNIE LEE R-6 0.27AC 1383/377 / a / - - - ,' - -PORTION OFPHASE 11 ROAD&/' �--S/WTOBEREMOVEDFOR / F�� vO F OI----_-__N OSSCO 03-00 02600 WOODSON, RUSSELL WILLIAM R-6 0.29AC 3488/513 / / 0 `1/---------_PHASE, III_DEVELOPMENT w w w w w w �_ w_ w w-�w w v, - w _ W----- w-----�-�_ _ w
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P 055CO-03-OD-02800 LEWIS, RVA A R-6 0.22 AC 1330/202 w w -w /' l ' " - _ _ _ _ _ _ _ _ - `I - - - - - _ - - PROPOSED UNDER PLEASANT GREE _ i
/ BNF _ i - ' /,' , - - ° _ -- - - - - - - _ / PHASE I ROAD & UTILITY PLANS SUB-2019-00071_ _
Q 055CO-03-00-02900 VON N, MICHAELE R-6 0.22AC 5023/422 - - I 19 ='"' > / / / \ - ----_ - - - -74� ---__------- -- -- ___466 -_�--- _
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No. 35791
12/6/2i �J
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NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES TRIP GENERATION CALCULATIONS
ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
MAINTAINED: 93 SINGLE FAMILY ATTACHED UNITS - CODE 220 (PHASE III)
I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS
COVERED. ADT: 681 VPD (340.5 ENTER/ 340.5 EXIT)
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE AM PEAK: 43 VPH (io ENTER/ 33 EXIT)
RIGHT-OF-WAY BEFORE BEING COVERED. PM PEAK: 52 VPH (33 ENTER/ 19 EXIT)
III. CONSTRUCTION OFTHE CUTS AND FILLS, INCLUDING FIELD DENSITY
TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. C
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, M \ \
CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO
PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD O
DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE \
AS SOON AS POSSIBLE.
\ /
vl. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON
COMPLETION AS PART OF THE FINAL INSPECTION. \V\
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 13
MAINTENANCE. \ \
ALBEMARLE COUNTY \ 0
GENERAL CONSTRUCTION NOTES \ O O
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, o
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (WOT).
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 CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE N07ED.
J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER C0NS77?UC77ON.
4. ALL SLOPES AND DIS7URB£D 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 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. . -
7. ALL 7RAFFIC C0N77?OL SIGNS SHALL CONFORM WITH THE NRGINIA MANUAL
FOR UNIFORM 7RAFF7C CONTROL DEVICES
8. UNLESS 07HERWISE NO70, ALL CONCRETE PIPE SHALL BE REINFORCED - -
CONCRETE PIPE -CLASS N. - -
9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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.
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. COMPUANCE 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 VDOVS 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.
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT.
OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE
REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE
CONSTRUCTION OF THE SUBGRADE.
DRAINAGE:
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER
OF ONE (1) FOOT.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR
WHERE FIELD CONDITIONS INDICATE.
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM
DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT
OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER.
DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
PAVEMENT:
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE
BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR
ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS
PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED
GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE
IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE
SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
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Pavement Design
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Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
McComb Street / Cling Lane (Pubfic Road)
822
2
842
4
4
14.16
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
8
0.6
14.93
Lexi Lane (Public Road)
132
2
170
4
4
8.59
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Mercer Street (Publc Road)
139
2
170
4
4
8.59
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Hudson Street (Public Road)
95
2
170
4
4
8.59
ISM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Latchford Road (Public Road)
145
2
170
4
4
8.59
ISM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Dupree Street (Public Road)
110
2
170
4
4
8.59
ISM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019)
1. 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 ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO
USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE
FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY
COLLECTION.
3. 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.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A
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.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. 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).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN
SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE
ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING
REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT
SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS
DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL
BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER
LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS
DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS
PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN
DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL
OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED
BY THE CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL
APPROVAL IS GIVEN BY THE ACSA.
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STANDARD CG-6 STONE BASE UNDER CURB
CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
EXIST. ROUND
EXIST. GROUND
EXIST. GROUND
I
EXIST. GROUND
NOTE: PROPOSED LANDSCAPING TO
Rey UTILIZE OUTER 3' OF PLANTING STRIP
PER 3' CLEAR ZONE REQUIREMENT
CG-6
5' WIDE CONCRETE 3' CURB & GUTTER
SIDEWALK CLEAR R ZONE
7
2$ 2%
6' PLANTING •'••',
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(VARIABLE WIDTH)
4" CONC.
NOTE.• 3, 000 PSI
AT 28 DAYS,
OR STRONGER
d .
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
\I
-�� TRIP GENERATION
111=100'
POINT OF CG-6
FINISHED GRADE CURB & GUTTER 3'
CLEAR
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5'
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SmNg£ SUBBASE RF I I y1�'5 HI
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(TRAVEL LANE) (TRAVEL LANE)
f-24'-30 F/C-F/C (BASED ON BUMP -OUT PARKING SPACES)
49' R/W - 55' R/W
TYPICAL j`I,, IBORH00,0 STR,ET SECTION (VAR. TY= R/vr)
LEXI LANE, JIERL'ER STREET, I=HFORD ROAD, BUSOSON .STREET, aB DUPREE STREET ALL PUBLIC ROADS)
CS-SSAR RESIDENTIAL SUBDIVISION STREET DESIGN SPEED.• 25 JfPII
NOTE ON -STREET PARKING 1VITH 8'a20' BUJlfIOUT PARKING SPACES)
NOT TO SCALE
NOTE: PROPOSED LANDSCAPING TO
UT UZE OUTER 3' OF PLANTING STRIP 9' ON -SKEET PARKING ONE-50E GNIY
PER 3' CLEAR ZONE REQUIREMENT INHERE INDICATED a1 PUN SHEET)
CG-6 POINT OF
4" CONCRETE 3' CURB & GUTTER FINISHED GRADE CG-6
SIDEWALK CLEA, R ZONE CURB & GUTTER
2% SURFACE
2% 2% 2.L
6' PLANTING •..'•• 6' PLANTING
4" NE SE STRIP a• MOT 4" woTSTOSTRIP
STONE BASE 211ANE TONE
BASE SUBBASE -2FA
5 6 BASE 13.5' TRAVELW"' 13.5' TRAVELWAY B2 6
1 31' F/C-E!:
56' '/A
NOT TO SCALE TYPICAL NEIGHBORHOOD S.M.= SECTION (56 ' R/0)
JfCCOMB STREET/CLING LANE (PUBLIC ROAD)
GS--SSAR RESIDENTIAL & JfIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 JfPfl
PARKING ALLOWED ON ONE SIDE ONLY, DELINEATED #rfTfl "NO PARKING" SIGNS
COURSESURFACE INTERMEDIATE COURSE
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ULTIMATE TRAFFIC LIMITS 110 111
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COMPACTED
SUBGRADE
4" CONCRETE
SIDEWALK
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SCALE
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SHEET NO.
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