HomeMy WebLinkAboutSDP201500055 Plan - Approved 2015-12-22F,
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BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET TRASH: EACH LOT SHALL HAVE ITS OWN /NDIW9DUAL TRASH
RECEPTACLE.
SETBACKS: FRONT MIN /MUM 5' FROM THE R/W AND MAXIMUM 25' FROM R/W PROPOSED USE: SINGLE FAMILY ATTACHED & SINGLE FAMILY DETACHED
BUILDING SEPARA 770N: 10' HOUSING
REAR: MIN. 20' REAR SETBACK, NO MAXIMUM SETBACK
SUBDIVIS /ON STREETS: CURB &GUTTER PARKING: (2) OFFSTREET PARKING SPACES PER EACH SINGLE FAMILY
DETACHED AND SINGLE FAMILY ATTACHED UNIT.
WA 7ERSHED: LICK/NGHOLE CREEK WA TER SUPPL Y WA 7FRSHED (1) PARKING SPACE PER 4 SINGLE FA MIL Y A TTACHED UNI IS
REQUIRED. 7 SPACES REQUIRED AND 8 SPACES PROVIDED.
SAMUEL MILLER DISTRICT AGRICULTURAL/ FORESTAL DISTRICT NONE 7R/P GENERA77ON: SINGLE FAMILY DETACHED (CODE 210): 153 ADT
ALBEMARLE COUNTY, VIRGINIA TOPO & SURVEY.• TOPOGRAPHY PROVIDED BY A COMBINA77ON OF ROUDABUSH, GALE SINGLE FAMILY ATTACHED (CODE 230): 158 AD
AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY
2014. THE BOUNDARY LINE INFORMATION IS PROVIDED BY NOTE: 7NIS PROJECT IS NOT LOCATED WITHIN A DAM /NUNDA77ON ZONE.
GENERAL NOTES ROUDABUSH, GALE, AND ASSOCIATES. INFORMA7ON FIELD
VERIFIED BY COLLINS ENGINEERING JUNE 2015.
OWNER /DEVELOPER• FORGE FARM LLC TOTAL AREAS: (9.98 ACRES ON THE PROPERTY)
Sheet List Table
195 RI VERBEND DRI VE
DA TUM:
NAD 83
OPEN SPACE: 4.13 ACRES
2
CHARLOTTESVILLE, VA 22911
3
SITE PLAN, UTILITIES & GRADING
R W. 1.85 ACRES
SITE PLAN, UTILITIES & GRADING
5
EXIS77NG VEGETA 710N:
MAINL Y WOODED
LOTS 4.00 ACRES
ENGINEER:
COLLINS ENGINEERING
4
5,751
26
1,724
200 GARRETT ST, SUITE K
LIGH77NG:
NO LIGH77MG IS PROPOSED
1,748
6 1
CHARLOTTESVILLE, VA 22902
28 1
1,771
NOTE. ALL OPEN SPACE WITHIN THIS PROJECT SHALL BE
7,960
(434)293 -3719
PARKING.
A MINIMUM OF 2 OFF- S7REET PARKING SPACES SHALL BE
OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIA 77ON
30
2,364
9
PROVIDED ON EACH LOT.
31
TAX MAP NO.:
07600 -00 -00 -05200 (D.B. 4568, PG. 582)
9,211
32
NOTE: OF THE 4.13 ACRES OF OPEN SPACE ON THE
PROJECT, APPROXIMATELY 2.6 ACRES INCLUDES PRESERVED
11
7,570
PHASING:
NONE.
SLOPES AND OPEN SPACE DEDICATED FOR STORMWA TER
PROJECT AREA:
9.98 AC
1,873
13
MANAGEMENT USES
ZONING:
R -4 RESIDEN77AL
PROFFERS.
NONE.
NOTE• 7NE TOTAL PROPOSED TREE PRESER 770
Sheet List Table
Sheet Number
Sheet Title
I
COVER SHEET
2
EXISTING CONDITIONS
3
SITE PLAN, UTILITIES & GRADING
4
SITE PLAN, UTILITIES & GRADING
5
SWM PLAN
6
NOTES & DETAILS
VA N AREA ON 6 TOTAL NUMBER OF SHEETS
DENSITY R -4 ALLOWABLE DENSITY FOR STANDARD LEVEL BUILDING SITES: EACH PARCEL CONTAINS A BUILDING S /7E• THAT COMPLIES W/7H THE PROJECT SITE IS 2.03 ACRES (20.3%).
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• CLUSTER DEVELOPMENT 4 D.U. /AC, THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING SCALE. 1" - 750'
PROPOSED BONUS DENSITY 107. INCREASE FOR MAINTAINING OVER 207.
OF THE EX/S77NG TREES ON THE PROPERTY. BURIAL SITES.- NO CEMETERIES WERE FOUND DURING FIELD INVES77GA 77ON OF 77-IE r
S1 7E.
4 UNITS/ACRE x 107, BONUS INCREASE x 4 UNITS /ACRE 4 r s r -k? PROPOSED MANAGED
S7REAM BUFFERS.- NO S7REAM BUFFERS ARE LOCATED ON THIS PROPERTY PER THE 1 €' w ' ` `` " r'
ALLOWABLE UNITS = 43.9 UNITS ALBEMARLE COUNTY WATER PROTECTION ORDINANCE t { K i ,t SLOPES (TYP.)
PROPOSED DENS/ TY: '�
{
RECREA77ONAL AREAS: A TOT LOT WITH A MINIMUM AREA OF 6,000 SF IS PROPOSED ON , \
SINGLE FAMILY DETACHED: 16
THE PROPERTY. THE REQUIRED AREA FOR THE TOT LOT IS 200 Ex�snNC CULVERT EARTH DITCH
!�
SINGLE FA MIL Y A TTACHED: 27 C
UL x 27 MUL77- FAMILY UNITS ) = 5,400 SF. THE MINIMUM TOT cucvERr
(
TOTAL PROPOSED LOTS: 43 DRIVEWAY CULVERT
LOT AREA IS ACHIEVED WITH THIS PROPOSED DESIGN. THE TOT 25',:a' =,
R -6 DENSITY 43 D.U. 9.98 AC. = 4.31 D.U. /AC. A DROP INLET & STRUCruRE No. s„
/ LOT SHALL MEET 7NE MIN /MUM REQUIRED TOT LOT AMEN177ES AS + BENCH MARK
CURB
Fl D IN THE ALBEMARLE COUNTY ZONING ORDINANCE.
SPECIFIED lk ,-:' , .._., i PRESERVED SLOPES
_ _ _ _ _ CLEARING LIMITS ,,�r, „ >, _ : <''•., ,
OPEN SPA CE. 4.13 AC 41.3%) CURB &GUTTER a =rV i
RETAINING WALLS. RETAINING WALLS ON THE PROPERTY SHALL HAVE A MAXIMUM VDOT STANDARD STOP SIGN .x:.,.,.': ..::_- ,�•< -... {
-s- I
PROPOSED PAVEMENT .... •:.�" :::: ":: �:. " : ".," ...:. :. .
PROPERTY AND ARE SHOWN ON THIS
PRESERVED SLOPES: PRESERVED SLOPES EXIST ON THE P
HEIGHT OF 6 Vi ';:, >;::::.; : • .. :::.:.:..::
TO THE FINAL EXISTING CONTOUR
PLAN. P0R770NS OF THE PRESERVED SLOPES WILL BE FIELD SURVEYED PR /OR PROPOSED PERM PAVERS
GES OF THE `
1
THE ED I
LONG '
IN A
S/ TE PLAN TO VERIFY THE LlM /TS OF THE 25% SLOPES
.......... .
IMPERVIOUS AREAS.- ROADS.- 0.93 AC 2ao PROPOSED CONTOUR
PRESERVED SLOPES. ANY PRESERVED SLOPE AREAS THAT ARE MODIFIED DURING THE FIELD EC -3A DITCH
SIDE WALKS. 0.03 AC ,'�:::, ... -..3= ... .., ".- ,'�,:,,'._ .;:� .. , ....... ,...... ........ ........
::.:•:::::::�:::.::::;: _ ,
.........................
SURVEY VERIFlCA770N PROCESS SHALL BE TREATED AS MANAGED SLOPES ON THE PROPERTY.
4.00 AC 240.55 PROPOSED SPOT ELEVAnON `•'�.F'• � �.•. +� °.' < < '•' �:•�. ..� ..
LOTS: DEPTH OF EC-JA 1 1 9
f-
• D SLOPES EXIST ON THE PROPERTY AND ARE SHOWN ON
4.96 AC , . - :�:'..:
MANAGE EC -2 DITCH
MANAGED SLOPES. THE '" -'`- -
I
THIS PLAN. , ::5 'SIDEWALK (TYP.)
PROPOSED ALONG 1H NEIGHBORHOOD �: '::::: "::. : •: :: -::- : �. : �::.�:::.'.
LANDSCAPING: S7REE A
DEPTH OF EC-2 DITCH
L COUNTY :::..:.:
STREETS IN ACCORDANCE WI1N ALBEMARLE .:::.x;:,,�..:.- ,..,�,��-� :_' ... . .•..•.•.- :::::::�:::'::''•'��'�
............
• PROPOSED WITH THIS PLAN. SUNSET
ANCE. N
O
OFFSITE DlS7URBA
PROPO
OFFS/TF DISTURB :::: :.�::..•::::.::. ".�:::-
WINTERGREEN FARM PROJECT.
LANDSCAPING REQUIREMENTS.
.::•� � ::•::: ::::.::::•:' "':
UPGRADED W/7H THE
AVENUE EXTENDED SHALL BE UPGRA : 54
/
i
0
/ LIMIT' , {.
\ / \ S OF PRESERVED SLOPES
r1 .., .. ».... \
TO BE FIELD VERIFIED
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SPACE
E WALL I AX U
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/ PRESERVATION AREA � ., : ` . "'. � ..:........:. :.........:..........: �............:... -� ::::::�::= :.:::: - ::•:�: :: .- �-:-�. `�:�.� !
TOTAL ACREAGE -2.o AC
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GRAPHIC SCALE WINTERGREEN FARM DEVELOPMENT O �.:
50 0 25 50 100 zoo (UNDER REVIEW)
( IN FEET)
1 inch = 50 ft.
LOT
LOT
AREA
LOT
LOT AREA
1
6,230
23
2,192
2
5,599
24
2,195
3
5,711
25
1,703
4
5,751
26
1,724
5
5,542
27
1,748
6 1
7,155
28 1
1,771
7
7,960
29
1,794
8
7,008
30
2,364
9
9,436
31
2,393
10
9,211
32
1,855
11
7,570
33
1,865
12
8,595
34
1,873
13
6,556
35
1,880
14
9,608
36
1,885
15
8,216
37
2,454
16
29,539
38
2,455
17
1,881
39
1,887
18
1,541
40
1,882
19
1,609
41
1,876
20
1,661
42
1,871
21
1,688
43
2,389
22
1,692
,0
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A 07600- 00- 00 -1205G VILLAS AT SOUTHERN RIDGE UNITS OWNERS ASSOC. 13.64 AC / _ -
` M \ Q) �
B 07600- 00- 00 -052MO MONTOYA, REUBEN 0.47 AC R -4 1719/741 /- \ ! ' ' i- T / � \ f - -7 \ \
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C 07600- 00- 00 -052G0 JARVIS, JAMES & JOHN 0.78 AC R -4 352/269 / \ / ' ' _ =� M \ 0
/ / O O
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D 07600- 00- 00 -052HO LUDWIG, DALE 0.86 AC R -4 3019/208 / \ / \ \ /-- ~ / / / - \ P '! 1 I / /- \ \ p2� \ \ N a, L \ 0 (n 4) 0
E 07600- 00- 00 -052K0 THOMAS, WAYNE OR BRUCE OR VIRGINIA COLLIER 2.44 AC R -4 4457592 / \ \ , �' - f ` , --\ ` +� ;-- / 1 \ -11
�. 0
F 07600- 00- 00 -052LO SIDDH, LLC 5.43 AC R -4 4495 584 Z
G 07600- 00- 00 -052A1 LEAKE GEORGIA M LIFE ESTATE 1.42 AC R -4 1612/076 ^\ \ / / l \ ___ -� w v " u r- c
H - 07600- 00- 00 -052A2 LEAKE, DENNY OR YONGNAM 1.80 AC R -4 3741/393 \ , ' / \ \ ___ / \,
' \ \\ ) o W �E
07600 -00 -00 -05100 EAST CONGREGATION OF JEHOVAH'S WITNESSES 3.58 AC R -2 3431/544 I !� i i / \ \ �� f / / / �� - \ , / \ , \ 0
J 07600- 00- 00 -052AO BERGLAND, FRANK 0.72 AC R -4 4429/536 \ \ \ � 1 ' \ / � X \ --- ' \
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K 07600- 00- 00 -052BO AVILA, RAMON & LUX VELASQUEZ URTECHO 0.59 AC R -4 4502/304 I I \ �'.` // / i 1 I \ \ �/ / ` \\ ` o
0.63 AC R -4 4443 001 � \ \ �, + "\ - -- / / / I / / ' \ 521 5 0
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L 07600 -00 -00 -05X0 LAVASSEUR, ROGER / I \ ___- ' ' r , � \ \` 0
M 07600- 00- 00 -052D0 THOMAS, MAURICEJR 0.44 AC R -4 1025/506 j I 1 \ \ \ / o l , I ' r o \ \ \ / / / l �' \ / \ ' , ° '�
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N 07600- 00- 00 -052EO STRATTON, GILBERT BRIAN & STEPHEN SUPPLE 0.45 AC R -4 3483/746 j I \ \ ' ` � \ _ � / /// ( / 1 t I� ;,
O 07600- 00- 00 -052NO WHITE, JASHUA DOWNING OR MALLORY BLACKLEY 0.45 AC R -4 4391/463 j \ \ \ \ - -- I ' / \ \ / / �- ` \ _ - �` 4 / ` \ fn �,
P 07600 -00 -00 -05180 BEREAN BAPTIST CHURCH ETAL TRUSTEES 4.02 AC R -1 765/194 it ' I \ \ / I - -- 1 °
' I + /- \\ �_ _ / / �'` �/ � �� , SHEET NO. n. a'> I'll
Q 07600- 00- 00 -049CO WINTERGREEN FARM LLC 4.73 AC R -1 4568/559 ' 1 i \ \ \ \ \ / / t , I % \ \ l -. ' - i �� \ 2 0) o
R 07600 -00 -00 -04960 WINTERGREEN FARM LLC 66.49 AC R -1 4565/559 ' __ - / I -� \ , \ ' � 3
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SC T R. 0LLINSH
? Lic. No. 035791,5
A0 06611
NAL
STORMWATER MANAGEMENT NARRATIVE
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IN GENERAL, THE PROPOSED PLAN UTILIZES A CLUSTER DEVELOPMENT THAT MINIMIZES LAND
DISTURBANCE AND MAXIMIZES OPEN SPACE PRESERVATION.
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THE DEVELOPMENT ACHIEVES WATER QUALITY COMPLIANCE THROUGH THE EXTENSIVE LAND
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PRESERVATION PROPOSED AND THE USE OF TWO LEVEL 1 BIORETENTION BASINS. THE PLAN ALSO
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IMPLEMENTS CREATIVE
NT DESIGNS CONSISTENT ST WITH THE ENVIRONMENTAL SITED DESIGN ES D I
ES
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TECHNIQUES OUTLINED IN THE JULY 2013 DRAFT V SMH. EXAMPLES INCLUDE THE CONFIGURATION
Q 0 GURATION
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0 THE ROAD LOT LAYOUT T MINIMIZE MIZE ITS IMPERVIOUS F
/ S OOTPRINT AND THE ALIGNMENT F
0 THE
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ROADS HORIZONTALLY AND D VERTICALLY TO REDUCE GRADING IMPACTS. THE END RESULT IS A
�Y 1
DEVELOPMENT THAT REQUIRES A MINIMUM PHOSPHOROUS HOROUS LOAD REMOVAL OF 3.69 Ibs r. THE PLAN
AS CURRENTLY PROPOSED, REMOVES 3.80 Ibs /yr. PLEASE SEE THE ATTACHED VRRM CALCULATIONS
FOR EVIDENCE OF THIS COMPLIANCE.
LU
STORMWATER UANTTIY COMPLIANCE WI LL BE MET THROUGH THE SE F
U 0 A DETENTION CELL
IMMEDIATELY OWNSLOPE OF THE PROPOSED BIORETENTION BASINS' FILTER CELLS. THIS
DETENTION ELL WILL
C DETAIN SUBAREAS A & B.
ALL SWM CALCULATIONS WILL BE FINALIZED WITH THE FINAL SITE PLAN AND /OR ROAD PLAN
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General Construction notes for Stormwater Management Plans �
a.. All dams and constructed fill to be within 95% of maximum dry density and 2% of N
optimum moisture content. All fill material to be approved by a geotechnical ej-
engineer. A geotechnical engineer is to be present during construction of dams. dM'
2. Pipe and riser joints are to be watertight within stormwater Management facilities. Uj
3. For temporary sediment traps or basins which are to be converted to permanent 1
stormwater management facilities; conversion is not to take place until the site is O CN
stabilized, and permission has been obtained from the County erosion control
inspect /or. 00
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Total Proposed Impervious Areas W 0
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Roadway 5 sf
45 22 _
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Sidewalk 12,525 sf eri �
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Resi n -
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de ces Attached Homes 27,535 C/) 535 sf -
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Residences- Detached
Homes 1 s o0o sf - -
101,285 sf
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Subarea A Impervious p ous Areas Uj
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Roadway
20,865 sf
Sidewalk 5,390 sf Q
Residences Attached Homes 27,535 sf O •;
Existing Impervious Areas 9,275 sf CD
63,065 sf N ,
Subarea 'B' Impervious Areas LU
Roadway 24,360 sf
1-
Sidewalk 7,135 sf
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esidences- Detached Homes 3,000 sf O
Existing Impervious Areas 7,200 sf 00- U
41,695 sf JOB NO. '
152115
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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 COMPLE77ON 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 GREA7E'R 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 774E 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
NA 7URAL WA TERCOURSE.
4. GUARDRAIL LOCA 77ONS ARE APPROXIMA 7E EXACT LENGTH, LOCH 77ON AND APPROPRIA 7E
END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUC770N. ADD 177ONAL
GUARDRAIL MAY BE REQUIRED AT LOCA 77ONS NOT SHOWN WHEN, IN THE OPINION! OF
774E COUNTY ENGINEER OR DESIGNEE,
lT IS DEEMED NECESSARY ECESSARY. WHEN GUARDRAIL IS
REQUIRED, I S
Q T HALL BE INSTALLED FOU
R ( 4 ) S ET FEET OFF FROM THE EDGE OF
PAVE
MENT TO
774E FACE OF GUARDRAIL AND
ROADWAY SHOULDER WlD 7NS SHALL BE
INCREASED TO SEVEN (7) FEET.
5. W
HERE URBAN C
ROSS SECTIONS ARE INS
TALLED ALL RES /D N
E 77AL DRIVEWAY
,
EN7RA -
NCES SHALL O FOR
C N M TO VDOT CG 9
A BORC.
,
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6.
WHERE RURA
L CROSS SEC770NS RE
A INSTALLED, ALL RES/DEN TIAL DR/ VEWA Y EN PRANCES
SHA
LL CONFORM TO V -
DOT STANDARD PE 1.
Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER W/D TH AND DITCH
SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY
ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDI WS IONS /S SUBJECT TO FINAL SUBDI VISION PLA T
VALIDA 770N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND
RECORDA 770N, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRG /NIA
MANUAL FOR UNIFORM 7RAFFIC 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 INSTTALLED
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 CO -2 CROSS - DRAINS UNDER TO BE INSTALLED UNDER 774E
SUBBASE MATER /AL AT ALL CUT AND FILL 7RANS/77ONS AND GRADE SAG POINTS AS
SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPEC7ON /S REQUIRED FOR ALL STORM SEWERS AND CULVERTS
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS 774E VIDEO
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
ALBEMARLE COUNT Y
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONS7RUC77ON W/TH/N ANY EXIS77NG PUBLIC RIGHT -OF -WAY, INCLUDING
CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM 774E VIRGINIA
DEPARTMENT OF IRANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURA TFLY
REFLECT THE REQUIREMENTS OF THE PERM /T. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF 774E PERMIT SHALL GOVERN.
2. ALL MATER /ALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFNCATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROS /ON AND SIL TA 77ON CON7ROL MEASURES SHALL BE PROVIDED /N ACCORDANCE IW/TH
THE APPROVED EROS /ON CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
CLEARING, GRADING OR 07HER CONSTRUCRON.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED.
5. 774E MAX /MUM 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 STAB /LIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN /N T7HE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
Z ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WITH 7HE VIRG /N /A MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE -CLASS 1!l.
9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ICONCRETE CG -6
R/W cinc*WAI v CURB & GUTTER
POINT OF
C� FINK' �n ^nl
JO' FIC-FIC
54' PUBLIC ROAD R/W
TYPICAL STBg7 g'T SJ'CTIO.N - 54" PRIVATE' ROAD
(SIfN VdLLAff 0BlVr)
25 dfPff .DT'SIGN SP.E'FPP
NOT TO .7cALE'
ROAD NOTES
GRADING
1. 7HE LA TEST ED177ON OF THE ROAD & BRIDGE SPECIFICA 77ONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUI TABLE MA 7FRIAL IS ENCOUNTERED IN 7HE ROADWAY, I T SHALL BE REMOVED
FROM THE EN77RE ROAD RIGHT OF WAY WlD 7H AND REPLACED WHERE NECESSARY WITH
SUI TABLE MA 7ER/AL TO THE SA 77SFAC77ON OF 7HE ENGINEER.
3. ALL GROWTH OF 7REES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR 774E
EN77RE EASEMENT. OTHER 7REES AND VEGETA7ON WHICH OBSTRUCT SIGHT DISTANCES
A T ROAD IN7ERSEC710NS SHALL BE REMOVED.
4. ALL VEGETATON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TD SHOULDER
PR /OR TO THE CONS7RUCTION OF 774E SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
A MINIMUM COVER OF ONE (1) FOOT.
2 -
STANDA
RD UNDERD
RAINS CD 1 -
OR CD 2
OR UD 4
S TO
BE PROV
( lDED
AS INDI
) CA lE'Q
ON
THE PLA
NS OR WH
ERE FIELD CO
NOI TIONS /N
D /CA TE:
3. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET /N LENG7W
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
ACCORD
ANCE W/ T
H THE V/RG /N/A
DEPAR
7MENT OF
TRANSP
ORTAION
SPECIE/
CA 71 N
D S UN
LEES
S
07HERWI
SE NOTED
ON PLANS.
4.
ALL DRA
INAGE A
E SEMENT SHALL
BE CLE
ARED AN
D GRAD
ED TO T
HE SA 77SFAC 17074 OF 774E
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NA 7URAL WA TER
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 774E PROPOSED
METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPAC77ON BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADA 77ON FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGA 7E BASE.
4. 774E REQUIREMENTS TO PUGMILL AGGREGA 7E BASE WILL BE WAIVED IN THE EVENT 7NA T
774E SURFACE COURSE IS BEGINNING A T 174E COMPLE77ON OF 774E INSTALLA 77ON OF THE
AGGREGATE BASE. IN 774E EVENT 7HA T THE SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGA 7E SPREADER /S REQUIRED WHEN PLACING AGGREGA TE BASE.,
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON
BEFORE SURFACE 7REA7MENT IS APPLIED.
Z PRIME COAT MUST BE APPLIED TO BASE MA 7ER /AL PRIOR TO PLACEMENT OF ASPHAL T
(PRIME COAT RC -250 ® 0.3 GAL.ISQ. ?D.).
& BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE W/7H CURRENT VIRG /NIA
DEPARTMENT OF TRANSPORTATION SPECIFICA7ONS
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
W /THIN 774E RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMI T ISSUED BY VIRGINIA DEPAR77NENT OF 77 ANSPORTA 77ON MA Y BE LOCH TED Wl7NIN
77-IE STREETS RIGHT OF WAY.
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 VDOT A 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.
CG -6 nn•inacrr
1
D \�
/' / '/f LOT36
POINT OF I
R CG -2 CURB C� FINISHED GRADE RIy
CG -2 CURBS I
1 10' �J O
(TRAVEL LANE) (1RAVEL LANE) 1
20'F /C -F /C
22' PRIVATE ROAD R/W
TYPIL"A.L .4. r SRCTION - ,2,2 P.RIM4TP BOAP
,20 dfPH 1)E,SIGN SPE'E'D
NOT TO SCAEE"
.....: >::;.
000 X
...........::: :... .
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x
TRIP GENERATION!
TRIP GENERATION CALCULATIONS 1" =100'
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
16 SINGLE FAMILY DETACHED UNIT (CODE 210) & 27 SINGLE FIAMILYATTACHEDUNITS (CODE 230)
ADT: 311 VPD (156 ENTER/ 155 EXIT)
AM PEAK: 24 VPH (6 ENTER/ 18 EXIT)
PM PEAK: 30 VPH (zg ENTER/ 11 EXIT)
(5' MIN.)
4" CONC.
4" 21 -A STONE BASE
CONCRETE SIDEWALK
NO SCALE
4"
TOP
OF 4"-- -i 2" R
CURB
6"
7 a
d• N d • ,mss
•- � -�--6" I 2' i
STANDARD CG -6 DOT #57, #6s, OR #78
STONE BASE UNDER CURB
CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND /OR
BACKFILLING.
SURFACE COURSE
111111111111111111111111111111111111 i l l l l l l l l l l l l l l l l l l l l l l l
INTERMEDIATE COURSE
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6"-8" COMPACTED AGGREGATE-
BASE COURSE, VDOT #21A
OR #211B DEPENDING ON
ULTIMXTE TRAFFIC LIMITS
/ 1 •1•' n
• 1
SUBGRADE
ASPHALT PAVING ROADS
• SCALE
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