HomeMy WebLinkAboutSDP201800068 Plan - Submittal (First) Initial Site Plan 2018-09-04GENERAL
NOTES
OWNER:
MARSHALL, MICHAEL J OR ALICE R
PARKING:
1335 PLEASANT GREEN STREET
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CROZET, VIRGINIA 22932
DEVELOPER:
STANLEY MARTIN HOMES
2
404 PEOPLE PLACE, SUITE 303
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CHARLOTTESVILLE, VA 22911
ENGINEER.
COLLINS ENGINEERING
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200 GARRETT ST, SUITE K
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CHARLOTTESVILLE, VA 22902
PHASING:
(434)293-3719
TAX MAP NO.:
56A-1-26 (4.403 AC) 56A1 -1-26B (1.865 AC) 56A1 -1—J0 (2.258 AC)
BUILDING SITES. •
56A 1-1-30A (2.638 AC) 56A1 -1-29A (0.604 AC) 56A1-1-29 (1.146 AC)
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56A1 -1—J1 (0.696 AC) 56A1-1-27 (0.680 AC) 56A1-1-28 (0.539 AC)
BURIAL S1 TES.-
56A1 -1-28A ((7.566 AC) 56A1 -1—J6 (0.589 AC) 56A 1-1-36A (0.434 AC)
AREA ,A
EXIS77NG R/W TO BE ABANDONED FOR WAYLAND ROAD, BURFORD ROAD (PORTION
STREAM BUFFERS. °
OF) AND McCOMB ROAD (TOTAL RA=1.929 ACRES)
TOTAL AREA:
18.347 ACRES
FLOODPLAIN:
TOTAL AREA PHASE I =9.258 ACRES
TOTAL AREA PHASE 9 (RESIDUE) = 9 089 ACRES
ZONING:
R-6 RESIDENTIAL, STANDARD LEVEL CLUSTER DEVELOPMENT
PROPOSED USE.
SINGLE FAMILY ATTACHED RESIDEN77A L UNITS (VLLA UNITS AND TH UNITS)
DENSITY
ENT 6 DU%AC
ALLOWABLE DENSl TY FOR STANDARD LEVEL CLUSTER DEVELOPMENT -6 M
18°347 ACRES x 6 UN17S % ACRE = 110 UNITS ALLOWED
TRASH:
PHASE 1: 50 TOTAL UNITS
RECREA77ON AREA:
PHASE 11: PROPOSED RESIDUE (60 FUTURE UNITS)
NOTE- A SPECIAL USE PERMIT MAY BE PURSUED IN THE FUTURE FOR ADDITIONAL
DENSITY WITH AFFORDABLE HOUSING.
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PROPOSED PHASE I DENSITY 50 UNITS/9.089 AC (5.5 DWELLING UNITS`/ACRE)
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PROPOSED PHASE II DENSITY (TOTAL): 110 UNITS/18.J47 ACRES = 6 DUA
OPEN SPA CE.
TOTAL OPEN SPACE PROPOSED = 3.42 AC (36.94X)
TOTAL OPEN SPACE REQUIRED (25%) = 2.315 ACRES
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 NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE.
PRESERVEDAANAGED SLOPES. • NO PRESERVED SLOPES OR MANAGED SLOPES ARE SHOWN WITHIN THE LIMITS OF
THE PROPERTY:
BUILDING HEIGHTS. • MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS: FRONT 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE)
SIDE: NONE — MIN. 10' BUILDING SEPARATION — ANY BUILDING THAT EXCEEDS 35' IN
HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS 1' FOR EACH FOOT
THE BUILDING EXCEEDS 35' IN HEIGHT,
REAR: 20' MINIMUM
SUBDIVISION STREETS.- CURB & GUTTER
WATERSHED: LICKING14OLE CREEK WATER SUPPLY WATERSHED
AGRICULTURALI FORESTAL DISTRICT- NONE
TOPO & SURVEY- THE BOUNDARY LINE AND PARCEL INFORMA77ON WAS PROVIDED BY ROUDABUSH, GALE AND
ASSOCIATES AUGUST 2018. THE TOPOGRAPHY INFORMAT70N IS BASED ON ALB, COUNTY
GIS THE PROPERTY IS CURRENTLY BE SURVEYED FOR UPDATED TOPOGRAPHY FOR THE
FINAL SITE PLAN. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING AUGUST 2018.
DA TUM: NAD 83
EXIS77NG VEGETA 770N.' PAR77ALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXIS77NG
PROPOSED USES: LOTS: 128,441 SF (2.95 AC)
ROADS (RfW): 128,896 SF (2.95 AC)
OPEN SPACE. • 39,515 SF (0.91 AC)
RECREAT70N AREA: 106,577 SF (245 AC)
OFFSITE EASEMENT ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXIS77NG
NOTES• RIGHT—OF—WAY NO OFFSITE EASEMENTS ARE PROPOSED WTH THIS DEVELOPMENT.
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL ANDIOR FOREST DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. 1N ACCORDANCE WITH
VDOT AND ALBEMARLE COUNTY STANDARDS,
5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL,
8TH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT
PROPOSED 50 DWELLING UNITS
ADT RATE — 5.86 VPD PER DU = 293 ADT (146 ENTER/147 EXIT)
AM PEAK RATE — 0.44 VPH PER DU = 22 VPH (3 ENTER f19 EXIT)
PM PEAK RATE — 0.52 VPH PER DU = 25 VPH (18 ENTER j8 EXIT)
6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
WHITEHALL DISTRICT - ALBEMARLE COUNTY, VIRGINIA
GRAVEL DRIVEWAYS
LIGH77NG:
NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT,
PARKING:
50 SFA UNITS = 100 OFF—STREET PARKING SPACES REQUIRED
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MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE
SITE PLAN
TOTAL PARKING PROVIDED: 100 OFF—STREET PARKING SPACES
2
GUEST SPACES 1 SPACE PER 4 UNITS = 25 SPACES REQUIRED
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PROVIDED GUEST PARKING SPACES (ON—STREET PARKING) = 38 SPACES
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PROVIDED GUEST PARKING SPACES (PARKING LOT) = 15 SPACES
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CLUBHOUSE PARKING SPACES PROVIDED = 15 SPACES
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TOTAL GUEST PARKING PROVIDED = 78 SPACES
PHASING:
THIS PROPERTY SHALL BE DEVELOPED WITHIN 2 PHASES. CURRENTLY, THIS
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PROPOSED PLAN INCLUDES (1) PHASE, AND PHASE 2 WILL BE THE RESIDUE PARCELS.
BUILDING SITES. •
PARCELS 1-50 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH HE REQUIREMENTS OF
d
SEC77ON 4.21 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL S1 TES.-
A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL TMP 56A-1-26). THE
AREA ,A
CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT,
STREAM BUFFERS. °
THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE
ALBEMARLE COUNTY WATER PROTECTION ORDINANCE
FLOODPLAIN:
A PORTION OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN
ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005.
RETAINING WALLS. •
NO RETAINING WALLS ARE PROPOSED WI7H THE DEVELOPMENT
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WI7H
!y ,
"^•T'.' J
ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTON 32-7.9 OF THE COUNTY
CODE
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREA77ON AREA:
PROPOSED 2.45 ACRES (OPEN SPACE A). THIS RECREA77ONAL AREA WILL INCLUDE A
CLUBHOUSE, OPEN FIELD FOR ACTIVE RECREATION, A TOT LOT (MIN. 10,000 SF), AND AN
OUTDOOR PAT701MEET7NG AREA WITH A FIRE PIT.
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TOT LOT AREA SHALL INCLUDE THE FOLLOWING (AT A MINIMUM):
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ONE (1) SWING (FOUR SEATS) ONE (1) SLIDE WITH TWO (2) CLIMBERS
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ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES
OPEN SPA CE:
RECREA77ON AREA OPEN SPACE (OPEN SPACE A): 106,577 SF (2.45 AC)
.
ADDITIONAL OPEN SPACE: AREA B. 10,08J SF (0.23 AC) & AREA C. 29,4J2 SF (0.68 AC)
TOTAL OPEN SPACE- 148,795 SF (3.42 AC) — 36-94X OPEN SPACE ("IN. REQUIRED =25X)
IMPERVIOUS AREAS:
ROADS. • 1.85 AC (PAVED CIRCULATION PARKING AREA = 21,135 SF)
SIDEWALKS. 0.50 AC
d
BUILDINGS/DRIVEWAYS• 1.55 A
TOTAL: 3.90 AC (42.13%' IMPERVIOUS AREA)
PROPOSED USES: LOTS: 128,441 SF (2.95 AC)
ROADS (RfW): 128,896 SF (2.95 AC)
OPEN SPACE. • 39,515 SF (0.91 AC)
RECREAT70N AREA: 106,577 SF (245 AC)
OFFSITE EASEMENT ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXIS77NG
NOTES• RIGHT—OF—WAY NO OFFSITE EASEMENTS ARE PROPOSED WTH THIS DEVELOPMENT.
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL ANDIOR FOREST DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. 1N ACCORDANCE WITH
VDOT AND ALBEMARLE COUNTY STANDARDS,
5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL,
8TH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT
PROPOSED 50 DWELLING UNITS
ADT RATE — 5.86 VPD PER DU = 293 ADT (146 ENTER/147 EXIT)
AM PEAK RATE — 0.44 VPH PER DU = 22 VPH (3 ENTER f19 EXIT)
PM PEAK RATE — 0.52 VPH PER DU = 25 VPH (18 ENTER j8 EXIT)
6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
WHITEHALL DISTRICT - ALBEMARLE COUNTY, VIRGINIA
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Sheet List Table
Sheet Number
Sheet Title
1
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DEPTH OF EC -2 DITCH
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Sheet List Table
Sheet Number
Sheet Title
1
OVERALL LAYOUT PLAN
2
EXISTING CONDITIONS
3
SITE PLAN
4
UTILITIES, GRADING &DRAINAGE PLAN
5
TYPICAL SECTIONS, NOTES, & DETAILS
5 TOTAL NUMBER OF SHEETS
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CLEARING LIMI7S
PROPOSED PAVEMENT
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DEPTH OF EC -3A DITCH
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DEPTH OF EC -2 DITCH
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39.90'
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49-99'
39.90'
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Direction
Length
L2
N 30'03'53" W
70.65'
L3
N 24*20'24" W
43.96'
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15.38'
C5
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83.56.
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43.13'
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29.44'
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42.98'
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38.52'
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51.21'
L14
N 2946'06" W
109.96'__
L15
N 2946'06* W
34.25'
L16
N 4132'01" W
36.47'
L17
N 13I0'55',W
49.07'
L18
N 25*55'03" W
73,17'
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THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, , 17
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N
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ON THE PROPERTY WITHIN THE LIMITS OF THE PHASE 1. 100' WPO IN FEET
STREAM BUFFER IS SHOWN. 1 inch = 50 ft.
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LOT AREA TABULATION
LOT NUMBER
LOT AREA (SF)
1
2701
2
1840
3
1880
4
1891
5
2873
6
2793
7
1767
8
1696
9
2277
10
2200
11
1540
12
1540
13
2848
14
2880
15
2063
16
2065
17
2898
18
2989
19
2015
20
1970
21
2788
22
3238
23
1913
24
1917
25
1959
26
3089
27
2415
28
1782
29
1782
30
2349
31
2755
32
1809
33
2337
34
2327
35
1782
36
1785
37
1818
38
2968 0
39
2998
40
1888
41
1884
42
2552
43
4106
44
3350
45
3300
46
4912
47
5433
48
3467
49
3490
50
5522
OTAL AREAS:
128441
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GENERAL CONSTRTICTIdN NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY 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 774E ROADBED SUBGRADE, 774E CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 774E
SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO 774E 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 7HE 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 LENG7H, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF
CONS7RUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS 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 RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -3(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER NDTN AND DITCH SECTIONS, AS SHOWIV ON THE TYPICAL PAVEMENT SECTION DETAIL,
SHALL BE S7RIC7L Y ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE
PRIOR TO SIGNING AND RECORDA77ON, THEN APPROVAL OF 774ESE 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. 774E 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 7RANS177ONS AND
GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES
13. A VIDEO CAMERA INSPEC77ON 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
SPECIFICA77ONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT,
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM 774E ENTIRE ROAD RIGHT OF WAY WIDTH AND
REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA775FAC77ON OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETA TION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT OTHER TREES AND VEGETA TION WHICH
OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRA INA GE:
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 774E PLANS, OR WHERE FIELD COND177ONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET 1N LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES
AND SHALL BE PLACED IN ACCORDANCE W1774 774E VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA77ONS UNLESS OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A
POINT DEEMED AS NATURAL WATER COURSE.
PA VEMEN T-
1. AN ACTUAL COPY OF 774E CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES
ARE LESS THAN 10, 774E 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 SHOWNG THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, A OR 111 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 TIME COMPLE77ON OF
774E INSTALLA77ON OF THE AGGREGA7E BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT
WILL APPL Y.
EXIST (FOUND
_(
EXIST. GROUND
y
EXIST GROUND
`y
EXIST. GROUND
RfW
5' W DE CONCRETE
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I SIDEWALK
4" MOT 21A
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4" WOT 21A
STONE BASE
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONS7RUC7ON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECT70N TO ANY
EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTARON (VDOT). THIS
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 774E 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 0774ERMSE NOTED.
J. EROSION AND SILTAT70N 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. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y 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 7RAFFIC CONTROL DEVICES
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 111.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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.
NOTE. PROPOSED LANDSCAPING TO
U77LIZE OUTER X OF PLAN77NC STRIP
PER 3' CLEAR ZONE REQUIREMENT
GG -&POINT OF CG -6 3' CURB &GUTIER I FINISHED GRADE CURB & GUTTER 3'5' WIDE CONCRETE
SIDEWALK
2X I
LEAF? ZONE / I CLEAT_ R LonFI
1 j/ SURFACE��
2X 2X 2X
PLANTING '
STRIP
4" VDD'
SUBBASE
t0' t0'
(TRAVEL LANE) (TRAVEL LANE)
24' FIC -FIC
49' -
TYPIC.4L NL'I1!H,1 BO)WOO S'TREL'T -SUCTION (49' Rll#r)
A'.4YLAmo ROAD .4ND BtlRmj ,1? ROAD 64LL FuBLJC R0.4ju)
GS-SSAR RXSrVrA7J11L & JflXrD IlSL' SUBDJYJSJON STRL'B1' DESIGN SPrffV* A25 MPH
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N07E" RIGHT--OF--WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES
6' PLAN77NO
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PLAN77NO -''k
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MWO B RO.4D (PUBLIC ROAD)
63=SS.4R RE'SIDE'1VTI.4L & NrIXED 11,1 F SUBDIVISION STRI'C'T VASICN SPE'E'D' ,25 JfP1Y
P.4RUAV 01V OMF ASIDE' ONLY
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SCOTT R. COLLINS 4
No. 3579 ik�.
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VDOT #57,#68, OR #78
STONE BASE UNDER CURB
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PRIOR TO PAVING AND OR
BACKFILLING.
(VARIABLE WIDTH)
4" CONC.
" 4" 21-A STONE BASF
CONCRETE SIDEWALK
NO SCALE
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NQTF:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
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7. CURB HAWS ARE TO BE LOCATED AS SHOWN ON THE T'LMIS OR AS DIRECTED
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PARALLEL
UNOMTRUCTLD.5IABLE,FEN AND SLIP RESISTANT PATH CONNECTING ALL
AOCE55eLE ELEMENTS (IF A FACILITY THAT CAN Of APPROACHED, ENTERED
20' E/P-E/
27" PRIVATE ROAD R/W
-
8, RAWPS MAY 8C Pt AGED ON RADIAL OR TAN G"TIAL SFGT96)N:S PROVWD THAI
cem
THE 'URS OPENNG 1S PLACED AND
IS
N€CTEOH OF THE CURB {WENMG IS
THAT THE SLOPE AT THE CON WITHIN THE THELIMITSC OF THE OPENING
_
4 t -r P
P£iRP€NlJICULAR T4 TIE CURB. ?'MIA
� }I
9. TYMCAL CONCRETE SIDEWALK IS 4" THCK. WHEN THE ENTRANCE RAMCANNOT-
TYPI6vv4L
ALLL'Y S.F6vrfON - 27' PRIVATF RO-4,0
TRAFFIC. REFER TO STANDARD CG -13, COMMERCCIAL. ENTRANCE (HEAVY
--
AE � , 2" HIGFEREMENT. THAN
TRUCK TRAFFIC) FoR CONCRETE DEPTH.
EfIT�QT PAV
10. WHEN CIAO RAMPS ARE USED IM 00N,r WT14N WITH A SHARED LISE PATH,
(P)?IVATE ALLEY)
THE MINI" WIDTH SHALL DE THE WIDTH OF THE SHARED USE PATH.
11. WHEN ONLY ONECURB RAMP IS PR"DED FOR TWO CROSSINGS (DIAGONAL),
TYPE C
A +'x MANEUVER AREA SHALL BE PROVIDED TO MANEER A WhEELCHAR
15 JfPff DESIGN SPE -EW
INTO THE CR09SWALK WITHICUT 00110 INTO THE TRAVELWAY, THIS 4'9 4'
LAINDING AREA MAY W%U[.X THE GUTTER PAN..
TRUNCATED COME .�
42, ALL CABS WHERE CURB RAMPS5TREE INTERSECT A RADII SECTION
NOT TO SG'ALE
dG ENTRANCESE
WAO ESHALL HAVEE,A FACT �41S FIELLD
iRO
OR BE
VDOT #57,#68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND OR
BACKFILLING.
(VARIABLE WIDTH)
4" CONC.
" 4" 21-A STONE BASF
CONCRETE SIDEWALK
NO SCALE
•
NQTF:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
w
DO
7„
WHEN REQUIRED MG -2 OR CG -3 IN LINEAR FEET;
111111111111111111111
DETECTABLE WARMNG SURFACE (AREA IN SCIUARE YARDS)
VDOT #57,#68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND OR
BACKFILLING.
(VARIABLE WIDTH)
4" CONC.
" 4" 21-A STONE BASF
CONCRETE SIDEWALK
NO SCALE
•
NQTF:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
SURFACE COURSE
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
NOTES:
GENERAL NOTES:
WHEN REQUIRED MG -2 OR CG -3 IN LINEAR FEET;
111111111111111111111
DETECTABLE WARMNG SURFACE (AREA IN SCIUARE YARDS)
1. THE DETECTABLE WAMIM SHALL BE PROVIDEO BY TRUNCATED DOAES,
EACH IPF THE WVE ITEMS IS A SEPARATE P A-V ITEM AND "LA.TT
INTERMEDIATE COURSE
BE SUMTAMIZED FOR EACH CU" CUT RAMP.
2. DETECTABLE WARNNG SHALL BE FROM THE MATERIALS APPROVED LIST FCR
DETECTABLE WARNING SUFACES, PRODUCTS NOT LISTED SHALL MEET
6" COMPACTED AGGREGATE
THE: REQLEREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE
BASE VDOT
SPECIAL DESIGN SECTION FOR APPROVAL.
OR -
�;
r
ULTIMATE TRAFFIC LIMITS
D
THAT ADJOINING FLARED 9 3 CAN BE CAST If PLACE AFTER PLACEMENT OF
AND UNDERDRAINS
PRECASTRADE' FLOOR. PRECAST CORCR'ETE SHALL BE CLASS A -i,
TYPE A
COMPACTED
PERPENDICULAR
SUBGRADE
ASPHALT PAVING
ROADI"
NO SCALE
CG --12
NQTF:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHE% AREA IN SQUARE YARDS)
NOTES:
GENERAL NOTES:
WHEN REQUIRED MG -2 OR CG -3 IN LINEAR FEET;
DETECTABLE WARMNG SURFACE (AREA IN SCIUARE YARDS)
1. THE DETECTABLE WAMIM SHALL BE PROVIDEO BY TRUNCATED DOAES,
EACH IPF THE WVE ITEMS IS A SEPARATE P A-V ITEM AND "LA.TT
BE SUMTAMIZED FOR EACH CU" CUT RAMP.
2. DETECTABLE WARNNG SHALL BE FROM THE MATERIALS APPROVED LIST FCR
DETECTABLE WARNING SUFACES, PRODUCTS NOT LISTED SHALL MEET
-_RAMP 12-4 MAX
THE: REQLEREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE
WARNINNG SURFACE AND SHALL BE SUDa11TTE0 TQ THE STAtNDARDS ANND
SPECIAL DESIGN SECTION FOR APPROVAL.
-
.3. SLOPING SRIm5 OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
t',t�,4
-
4'
FLOOR OR BY U&NNG PERMI5%C F_ CONSTRUCTION ,I*NT WITH REQUIRED RARS_
4, IF RAMP FLOOR 15 PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS 5O
D
THAT ADJOINING FLARED 9 3 CAN BE CAST If PLACE AFTER PLACEMENT OF
-•�-•K};4 IA's
PRECASTRADE' FLOOR. PRECAST CORCR'ETE SHALL BE CLASS A -i,
TYPE A
S. REQUgED BARS ARE TO BE NO,$ x 8"` PLACED I, CENTER TO CENTER ALONG
PERPENDICULAR
BOC H SI E COVER T �1RAMP FLOOR, MID -DEPTH OF RAMP FLOOR, MINIULN
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED 1N PAYMENT FOR CURE A CURB AND GUTTER.
S' M
7. CURB HAWS ARE TO BE LOCATED AS SHOWN ON THE T'LMIS OR AS DIRECTED
-- - 12, -
by THE rNMINEEP. THEY AR.E TO 8E PROVIDED AT INTO SECTIONS WwEREIr rf
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
yg,t MAX
_
CROSSES A CURB REGARDLESS OF WHETHER SUEWALK IS EXISTM PROPOSED_,
OR NONEXISTENT. THEY MUST BL LOCATED WITHIN PEOUTRINN CROSSWALKS
- ..
SHOWN ON PLAMS OR AS DIRECTED BY THE ENGINEER, AND SHOULO HOT
TYPEAS
BE LOCATED REHIINO VEHICLE STOP LIIS, EXISTING LIGHT POLES FRE
HY'QRANTS,OROP MLETS.ETC. ACCESSIBLE ROUTES PROVM A 66NIINUOUS
PARALLEL
UNOMTRUCTLD.5IABLE,FEN AND SLIP RESISTANT PATH CONNECTING ALL
AOCE55eLE ELEMENTS (IF A FACILITY THAT CAN Of APPROACHED, ENTERED
ANIS USED BY PEDESTRIMS.
-
8, RAWPS MAY 8C Pt AGED ON RADIAL OR TAN G"TIAL SFGT96)N:S PROVWD THAI
t..r2;:";'_,-`
THE 'URS OPENNG 1S PLACED AND
IS
N€CTEOH OF THE CURB {WENMG IS
THAT THE SLOPE AT THE CON WITHIN THE THELIMITSC OF THE OPENING
_
4 t -r P
P£iRP€NlJICULAR T4 TIE CURB. ?'MIA
� }I
9. TYMCAL CONCRETE SIDEWALK IS 4" THCK. WHEN THE ENTRANCE RAMCANNOT-
ACCOMMODATE THE T4iFmG REOUIREMENT$ OF ANTICIPATED HEAVY TRUCK
- -
A' ON
TRAFFIC. REFER TO STANDARD CG -13, COMMERCCIAL. ENTRANCE (HEAVY
--
AE � , 2" HIGFEREMENT. THAN
TRUCK TRAFFIC) FoR CONCRETE DEPTH.
EfIT�QT PAV
10. WHEN CIAO RAMPS ARE USED IM 00N,r WT14N WITH A SHARED LISE PATH,
AT XX , SAME AS TOP OF CURB
THE MINI" WIDTH SHALL DE THE WIDTH OF THE SHARED USE PATH.
11. WHEN ONLY ONECURB RAMP IS PR"DED FOR TWO CROSSINGS (DIAGONAL),
TYPE C
A +'x MANEUVER AREA SHALL BE PROVIDED TO MANEER A WhEELCHAR
PARALLEL ISI PERPENDICULAR
INTO THE CR09SWALK WITHICUT 00110 INTO THE TRAVELWAY, THIS 4'9 4'
LAINDING AREA MAY W%U[.X THE GUTTER PAN..
TRUNCATED COME .�
42, ALL CABS WHERE CURB RAMPS5TREE INTERSECT A RADII SECTION
dG ENTRANCESE
WAO ESHALL HAVEE,A FACT �41S FIELLD
iRO
OR BE
0 4. 0 0 0 0 2
-MiODDPIED AS RECOMMENDED BY THE MANUFACTURER T4 MATCH
^'^ Q 000000000Q0.
THIEBACK OFCURB.
,�-
- 00900Q 000000 '�7^
LAJ#3;hO R*v
is 00QQQ0Q0000000QR �
:d. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
c„ 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0
s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
p��
mTx
_...m -
000000Q0000Q000
..
DETS£EEN01'TRLE "�'
AT BAC,X OF CURB __- ii.. '-i.k"
_ VARIABLE FULL WIDTH OF RAMP FLOOR _
EOTg,WANt'IPN6
BX
PAY LWITS
DETECTABLE WARNING TRUNCATED DOME
DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL
DETAIL
D
CG -12 DETECTABLE
SPEFERENCE
WARNING SURFACE REFERENCE
ROAD MD BtlDGE STANDARDS
(GENERAL NOTES) 105
SHEET 111F 5d
REVISION DATE
.202LG5
117115
VIRGINIA DEPARTMENT OF TRMSPDRTATION 502
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