HomeMy WebLinkAboutSDP201700075 Plan - Submittal (First) Initial Site Plan 2017-11-29GENERAL NOTES
OWNERS: TMP o5600-00-00-057Bi
DAILY SOUTH LLC
PO BOX 1467
CHARLOTTESVILLE, VA 22902
TOTAL ACREAGE: 9.315 AC
ZONING: R-6
TMP o5600-00-00-057Do
ROUTE 25o HOLDINGS LLC
PO BOX 1467
CHARLOTTESVILLE, VA 22902
ACREAGE: 12.61 AC
ZONING: R-6
* TMP o 600-oo-oo-o Co
*TMP o56Ko-oo-oo-000A2
FOOTHILLS CROSSING INC
322 EAST MAW ST, SUITE 201
CHARLOTTESVILLE, VA 22902
ACREAGE: 14.841 AC
ZONING: R-6
* TMP o5600-00-00-0S7B2
DAILY SOUTH LLC
PO BOX 1467
CHARLOTTESVILLE, VA 22902
ACREAGE: 11.719
ZONING: R-6
p��4 e) I'r�TH
0,�
GLENBROOK AT
Y SCOTT R. COLLINS'Z
i � ,: O �
a �g1s� Isar U No. 35791 �
rev onii <
INITIAL SITE DEVELOPMENT PLAN &
PRELIMINARY SUBDIVISION PLAT
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
ROADS
---------------
o
SHEET LAYOUT
SCALE: 1" = 150'
LEGEND
EXISTING CULVERT
CUL VERT
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PA VEMEN T
EARTH DITCH
5 57
ROUTE 24o HOLDINGS LLC * TMPo56A2-o1-oo-o61oo
Sheet Title
PO BOX 1467 ROUTE 24o HOLDINGS LLC
COVER
CHARLOTTESVILLE, VA 22902 REDLIGHT MANAGEMENT
EXISTING CONDITIONS & GREENWAY DEDICATION
REZONING ACREAGE: 4.402 AC PO BOX 1467
- - 200
ZONING: R-6 CHARLOTTESVILLE, VA 22902
UTILITY PLAN
ACREAGE: 3.24 AC
240.55
ZONING: R-6
f
*(INDICATES PARCELS SUBJECT TO PROFFERS)
DEVELOPER:
RIVERBEND DEVELOPMENT, INC.
PROFFERS
455 SECOND STREET SE, SUITE 400
OVERALL LOT PROFFER PLAN
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
zoo GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
TOTAL P ROJ ECT AREA:
TMPo5600-00-0o-o57B1(portion of): 2.3o AC
TMP 05600-00-00-057Do (portion of): 1.48 AC
TMP o5600-00-00-o57Co (portion of): 4.402 AC
TMP o561(o-oo-oo-000A2 (portion of): 7.5o AC
TMP o5600 -00-00-057B2 (portion of): 4.47 AC.
TMP o56A2-oo-oo-o61oo (portion of): 3.24 AC
Reserved r/w (portion of): 2.17 AC.
TOTAL ACREAGE: 25.56 ACRES
PROPOSED ZONING:
R-6 ZONING WITH PROFFERS (ZMA 2o16-05), MANAGED STEEP SLOPES
(PARCELS SUBJECT TO PROFFERS)
TOPOGRAPHY:
TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE
& ASSOCIATES & LOUISA AERIAL SURVEYS, JANUARY 2007. BOUNDARY
INFORMATION PROVIDED BY ROUDABUSH, GALE & ASSOCIATES FROM
RECORDED PLAT JULY 2o16. TOPO FIELD VERIFIED FEBRUARY, 2017.
DATUM:
NAVD 1988
PROPOSED USE:
SINGLE FAMILY ATTACHED AND SINGLE FAMILY DETACHED UNITS
28 SINGLE FAMILY DETACHED UNITS & 66 SINGLE FAMILY ATTACHED UNITS
TOTAL UNITS = 94 UNITS
NOTE: THE PORTION OF EASTERN AVENUE THROUGH THIS DEVELOPMENT
IS REQUIRED TO BE COMPLETED PRIOR TO THE 5oTH C.O.
BUILDING TYPE:
A MINIMUM OF 5o%OF THE PROPOSED LOTS WILL BE SINGLE FAMILY
DETACHED HOUSES. SINGLE FAMILY ATTACHED (SFA) UNITS AND
TOWNHOUSES MAY BE CONSTRUCTED IN THE AREAS ADJACENT TO
PARK RIDGE DRIVE AND THE EASTERN CONNECTOR ROADWAY. A
MINIMUM OF 1o% OF THE UNITS SHALL BE SFA OR TOWNHOUSE UNITS.
THIS PHASE 94 UNITS:
28 DETACHED (30% OF TOTAL)
66 ATTACHED (70% OF TOTAL)
FUTURE PHASE:
38 MIN. DETACHED UNITS REQ'D = 66 TOTAL (50% OF 132 TOTAL UNITS)
o MIN. ATTACHED UNITS REQ'D = 66 TOTAL (5o% OF 132 TOTAL UNITS)
DENSITY:
94 UNITS 125.56 ACRES = 3.68 UNITS / ACRE
MAX. NUMBER OF UNITS WITHIN REZONING SHALL NOT EXCEED 18o UNITS.
SETBACKS:
FRONT - 5' MIN AND 25' MAX (18' MIN. FROM R/W FOR FRONT LOADED GARAGES)
SIDE - 5' MIN
REAR - 2o' MIN
NOTE: SINGLE FAMILY DETACHED UNIT GARAGES - MINIMUM 3' STEP BACK FROM
THE FRONT OF THE PRIMARY RESIDENCE.
SUBDIVISION STREETS:
CURB & GUTTER
BUILDING HEIGHT:
MAXIMUM BUILDING HEIGHT SHALL NOT EXCEED 35'
CIVIC AREA/RECREATION:20,000
SF MINIMUM RECREATION AREA. THE FACILITIES CONTAINED
WITHIN THE CIVIC AREA SHALL INCLUDE LAWN, A GAZEBO, A TOT LOT, AND
RECREATIONAL FIELD - TOTAL RECREATIONAL AREA PROPOSED = 0.48 AC
OPEN SPACE:
REQUIRED OPEN SPACE (25%) = 6.39 ACRES
TOTAL OPEN SPACE PROVIDED = 8.5o ACRES (33.3% OPEN SPACE)
OPEN SPACE "A" = 0.27 ACRES OPEN SPACE "F" =1.03 ACRES
OPEN SPACE "B" = o.o9 ACRES OPEN SPACE "G" =o.og ACRES
OPEN SPACE "C" = o.og ACRES OPEN SPACE "H" = 0.07 ACRES
OPEN SPACE "D" = 3.68 ACRES OPEN SPACE "I" = 2.7o ACRES
OPEN SPACE "E" = 0.48 ACRES
OPEN SPACE SHALL BE DEDICATED TO THE HOA, WITH EXCEPTION OF OPEN
SPACE "I", WHICH WILL BE DEDICATED TO ALBEMARLE COUNTY FOR THE
EXTENSION OF THE GREENWAY TRAIL THROUGH THE PROPERTY.
UTILITIES:
COUNTY WATER AND SEWER
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN
ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS
WITHIN SECION 32.7.9 OF THE COUNTY CODE.
FLOODPLAIN:
THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID
51003CO229D DATED FEBRUARY 4, 2005.
WPO STREAM BUFFER:
THE loo' STREAM BUFFERS ARE SHOWN ON THE PROPERTY. NO PROPOSED
DEVELOPMENT SHALL BE LOCATED WITHIN THE loo' STREAM BUFFER AREA.
WATERSHED:
LICKINGHOLE CREEK WATER SUPPLY WATERSHED
AGRICULTURAL/FORESTAL
DISTRICT: NONE
LIGHTING:
NO LIGHTING IS PROPOSED WITH THIS DEVELOPMENT.
PHASING:
THE SITE SHALL BE DEVELOPED IN NO MORE THAN (3) PHASES
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET.
BUILDING SITES:
PARCELS 66 THROUGH 154 MAY NOT BE FURTHER DIVIDED. ONLY (1)
DWELLING UNIT PER LOT SHALL BE ALLOWED. EACH PARCEL CONTAINS A
BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE COUNTY CODE.
BURIAL SITES:
NONE
OFFSITE DISTURBANCE:
NO OFFSITE DISTURBANCES AREA PROPOSED WITH THIS PLAN,EXCEPT FOR
THE TIE-IN CONNECTION TO THE SANITARY SEWER WITHIN THE EXISTING UTILITY
EASEMENT.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN
ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS
WITHIN SECTION 32.7.9 OF THE COUNTY CODE. SEE SHEET 7 FOR ADDITIONAL
DETAIL.
GREENWAY:
PROPOSED OPEN SPACE 'I' (2.7o ACRES) TO BE DEDICATED TO ALBEMARLE
COUNTY AS PART OF THE GREENWAY EXTENSION. THE DEDICATION SHALL
OCCUR PRIOR TO THE RECORDATION OF THE 1oTH DWELLING UNIT. SEE
PROFFERS FOR FURTHER DETAILS, AND SHEET 2.
PARKING:
2 OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING
UNIT. ADDITIONAL ON -STREET PARKING SHALL ALSO BE PROVIDED ALONG
THE ROADWAYS AS SHOWN ON THE PLAN.
GUEST PARKING REQ'D: 66 ATTACHED UNITS X 1 SPACE/4 ATTACHED UNITS=17
GUEST PARKING PROVIDED: 61 ON -STREET SPACES
AFFORDABLE HOUSING: TO BE ACCOMMODATED AS NOTED IN THE PROFFERS. SEE SHEET 6 FOR
ADDITIONAL DETAILS.
p��4 e) I'r�TH
0,�
GLENBROOK AT
Y SCOTT R. COLLINS'Z
i � ,: O �
a �g1s� Isar U No. 35791 �
rev onii <
INITIAL SITE DEVELOPMENT PLAN &
PRELIMINARY SUBDIVISION PLAT
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
ROADS
---------------
o
SHEET LAYOUT
SCALE: 1" = 150'
LEGEND
EXISTING CULVERT
CUL VERT
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PA VEMEN T
EARTH DITCH
VICINITY MAP
SCALE: 1" = 2000'
SHEET LIST
DRIVEWAY CUL VER T
Sheet Title
BENCH MARK
COVER
CLEARING LIMITS
EXISTING CONDITIONS & GREENWAY DEDICATION
VDOT STANDARD STOP SIGN
- - 200
EXISTING CONTOUR
UTILITY PLAN
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVATION
f
TBC DENOTES TOP/BACK OF CURB
LANDSCAPING PLAN & DETAILS
TIB DENOTES TOP OF BOX
VICINITY MAP
SCALE: 1" = 2000'
SHEET LIST
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS & GREENWAY DEDICATION
3
LAYOUT PLAN
4
UTILITY PLAN
5
GRADING & DRAINAGE PLAN
6
NOTES & DETAILS
7
LANDSCAPING PLAN & DETAILS
8
PROFFERS
9
OVERALL LOT PROFFER PLAN
9 TOTAL SHEETS
TYPICAL SINGLE FAMILY
ATTACHED VILLA UNIT
SCALE: 1"=
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JOB NO.
112066
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SHEET NO.
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ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005.
2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & GALE
AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE INFORMATION IS
PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS
BEEN FIELD VERIFIED IN MAY 2017.
Classification
'Min_ surface
flan,
Design
FOOTHILLN R P:056K0-00-04-000AO
C OSSING, INC
requirements
width
alignment
Class B — type �l7e
Earth, mulch
enough to
20% maximum
I primitive
or stone dust
mark the
grade (this is a
nature trail
locafioIl
mini .n'ium impact
nature train
3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. I I I IrMP: 056H0-00-00-00000-.
THE MANAGED STEEP SLOPE IS LABELED. b
4. 100' WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN
HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE
ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
CHORD BEARING CHORD DISTANCE LINE RADIUS
LINE LENGTH
C1
FOOTHILLN R P:056K0-00-04-000AO
C OSSING, INC
208.56'
C2
\
491.24'.34'
�.
N47°20'56"E 27.57' 87.5
14
,
ACREAGE: 2.78 AC
-
V
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- .. ....•.'. `.".."'_`;=�-,�.
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ZONING: R-1
DB/PG: 47 /262..:.
rw_;.o-.�.; r,,. «\
.-' TMP. 05600-0q-00-04800
�
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...........
�:
NER RICHARD LLOYD II
-., OWNER. HEVE � C
` ACREAGE 14.94 Ad
\ ZONING. R-6
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GRAPHIC SCALE
DB/PG: 660/210
_ _ -4
3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. I I I IrMP: 056H0-00-00-00000-.
THE MANAGED STEEP SLOPE IS LABELED. b
4. 100' WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN
HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE
ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
WNER: COUNTY OFALBEMARLe FUTURE CO11qCRETE100 o so 100 zoo 400
a
(ACREAGE: 1.08 AC
ZONING: PRD ..-frF}---CULVERT AT STREAM CROSSING
IJ
IDB/PG: 4081/081
EXISTING PORTION EXISTING WEST - l
EXISTING STREAM ?
\ / \ OF EASTERN AVENUNE �! LAKE HILLS PHPASE.I � l \ ( IN FEET )
T . I z i _ 1 inch = 100 f .
20 TEMPORARY GRADING 1 ;r' { �;, ; �-^ - -- .—. ;. _ i _ --- ` � - '`
\. t
LU
LU
CL in
JOB NO.
112066
SCALE
111 = 100'
SHEET NO.
2
CHORD BEARING CHORD DISTANCE LINE RADIUS
LINE LENGTH
C1
N08°42'07"W 208.55' 570.79
208.56'
C2
N10°25'22"E 469.14' 469.5
491.24'.34'
C3
N47°20'56"E 27.57' 87.5
14
WNER: COUNTY OFALBEMARLe FUTURE CO11qCRETE100 o so 100 zoo 400
a
(ACREAGE: 1.08 AC
ZONING: PRD ..-frF}---CULVERT AT STREAM CROSSING
IJ
IDB/PG: 4081/081
EXISTING PORTION EXISTING WEST - l
EXISTING STREAM ?
\ / \ OF EASTERN AVENUNE �! LAKE HILLS PHPASE.I � l \ ( IN FEET )
T . I z i _ 1 inch = 100 f .
20 TEMPORARY GRADING 1 ;r' { �;, ; �-^ - -- .—. ;. _ i _ --- ` � - '`
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LU
LU
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JOB NO.
112066
SCALE
111 = 100'
SHEET NO.
2
6' I I now,,[ I 1 1
'STREAM BUFFER (TYP.) PROPOSED CONNECTION, 00 EXISTING STREAM 6 Lif,,iDER CIL (TYP.) A P P R C) V E r_ TO APPROVED SANITARY, ITCHLINt. H 0
SEWER MANHOLE UNDER TRkJkC FIN AIR '00 CONST CONS RUCTION HYDRIAINT SHEET
RELEASE Simon I6>0, PROPOSED SCOTT R. COLLINSZ�
------ --- -- -_ CONNECTION -TO U No. 35791
APPROVED &UNDER, -22
-11 ------- 23
. . . . . . . . . . . . . . . ICONSTRUCTION 08",
.. . .............. 2o, . ......... CL. 52 DI W/L . ........... 4 _z
-24+0 �'23+00 . . . . . . &x8" CRnS /LOT 15 .... .... ....... .. .... . 2, PROVIDE 5'QF HQRIZ LOT 153 ........ ........ �PROPOE PROPOSED 04" VARIABLE "I H, 0 INSALLEDWITH SR 26 PVC S/L QNTAL
S L' 7- 'iROPq iy � -, __ __ � -,-, i- -,BENDS'fd I I � � I I RO POSED, - ----- - P SED 08 w6v' SFA L
C OSS HAL BE SEPAR -------_--- ATION FROM STORM SEWEiR, 4A 'LOT 152 ...... 'SANtTARYSEWER, OF LLJ
'C -,SEWER EASM 6 -LATE�AlLwICLEANUU FOOTH [L.L: CROSSING IJ' AMkSANIII '7 .......... ONS�TPUCTION LO I lbl �,(TYP.)- I).FA MH23 66 32 i -g -EX 22EY )I WIL/ P ATE S�TTARY ICr_)�',4S 1RUC110N 08" ... LOT . .... ERL 6 i 7 SDR 26 PVC S/L 22+ EASEMENT IT . . ......... I 54 D PROPGSED SEGMENTED, 0
-2� I24 3 6 M
I0EfAINiN6 WALL AX,HT,� C:
. 7m�, �1\ .... I—— Q)
LOT 149 '72 / , I I - I ..... SFA LOT 74 ISFD. 1 LOT 72 EX lVI rl 23 IfI. .......... x
01 5; Id ov r, ILOT 132 LO T 147 (D
II. ...... ........... P/Rop SF LOT 75 ........ I0
SFD 3 .... .. yp S A F LO I I � � I � I OT 56 PROPO FIRE 25-24 A�PPROVED SWM 1, � f /� \ / /,,' I 1,u / , I I LU 1 1.40 Pb -ACILITY, LINDER LOT 61 LOT 11 34 �PROI ....... P� �Wl LEVEL 11 WET POND s A VARI� SFA EPARATE EPARATE SET/bF V/ PLANS,/ 0JNSTI IPLANS IIDI LOT 776 \ k2C II� 5EER EASMENT. 7' 5 LOT 62 X4 uj LQ I 13b L) ...... I0 p( U)
6 I. . . .... . IO� 57 LOT 0 P, ISR�k LOT 136 7 OPOSE6� /I / i 0
ASANITARY- SFA IL01,641 .......
ILOT 77_ 'bIWL ........... MH 8 L� L).U, A L Whk. It K . . . I 11 , - _,�\ I VI \�t L) Y D X . .... . spb CEIRVICELATEOALw/i z �OT 58 I�O IPROROSED 04" i D L6T 137 ISANITARY SEWER--- ETER(I.1 < fTERAL w/ CLEANOUT LOT, 131 0
u (TYP) SFD IRCIP ROPOSED// U) 5 2, DI Lu 6FA IAPPROVED & 1 AH12 V)
S�FA ....... I0 I-117 1�,4 U I V1 L 0
SFA.... ILOT 139 Lu .. .... MH- A 1/6 M H I;
I......... r A
SFA I1LOT 1 29� SFA E
17 LU 1 14 -TPI CTI&N 08'� -,X, ,, I., I 3 .... ... I I D 'OV , F I24 YD FA 11, jr.EAB 01 DIR 26 PVC SIL vm 0
lvi r I_PPR _DL LU I 1-7 I...... 8FA, 4 � I I 1. ; \ I/ I., \'�, \�;� %-if 1 -ti I - . ...... GV 60 ... i I 27 ... SFA ,LOT 1 7 T SEA 3ED ........... ....... EIE, V. Lu
I LOT 142 I LOT 14 II1004 LOT 144 LOSFA. Yl) >
0 bl-A I0
14-13 z LOT IL25 ryoo PO�76A co kBLE WIDTwv 0
LOT 1 7 0
SASAN Y 2, _)�VTF SFA IYq/ SF) ... QT 140 co LOT 97, PROPOS E SFA 0
FIRE HY)RAAN C\j L 9
SFA 8"Xf)" TEE (D ZMM lk-t LA MKAL`W�%- �;6" G V 041B,21YD w
LOT 95 uj
74B2 Y %. SFA 0
C\j LOT94A LOTJ22. MH9 SFA < FA_ I> U)
LOT 121 ��"ROPOSED
LOT 98 06 12" BLOW OFF
.. .... SFA. �FA Ld
& 12" G.V. LOT 99 ....... 'PROPOSED 13-3 LOT 120 kFA _E 18" CONTRACTOR TO INSTALL A R_E�u, PROPOSED 12"XIO" CROSS w/ >
8"x8" TEE 3-8" G.V. Lot 1 Ob\ (2) 12" GV & (2) io" GV Cl) .i3s Yb LOT 119 SFA ), A'' < PROPOSED, Lu V LOT 1 02-, LY, u
10 I SFA UTILITY NOTES: <
PROPOSED I W/L� i. CONTRACTOR SHALL VERIFY CURB AND ALLEY ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES ""Ab TO ENSURETHAT MANHOLETOPSARE CONSISTENTWITH THEADJACENT PROPOSED ELEVATIONS. REHYDRANT LOT1118 SFD, FEE PROPOSED 12" CL. 52
2. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, ALLEYS, MANHOLE TOPS D.I. WATERLINE AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ...... ...... ... ... ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ...... ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. FIRE HYDRANT 3- PRIOR TO CONSTRUCTION THE CONTRACTOR SHALLTEST-DIG AT EXISTING UTILITY CONNECTIONS TO fE
CONFIRM THE LOCATIONS & INVERTS AND TO ENSURE THE PROPOSED CONNECTIONS CAN BE ACHIEVED. 12"X6" TEE LOT 1W B�YD� - H 6" G.V. 4. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTTER PANS OR PAVERS. EASTERN AVENUE BLOW OFF ASSE1.1— WATERLINE SHALL BE PROPOSED TYI SFD,, r
LOCATED WITHIN THE BIKE LANE QNST'Rk ON LLJ
LOT 116 SANITARY SEWER BETWEEN MH 2 Lli
AND MH 3. SHALL BE ENCASED IN A SFD. Lu
........... ..... STEEL SLEEVE IN ACCORDANCE wl 0 CD
..... ZZ Lu DETAIL TD -36 SHOWN ON SHEET 6. LLJ
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IU—
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LOT 115 ShD A] R TO EXISTING SANITARY MHi. PROPOSED CONNECTION . I . / s RrLEASE'V ILVE 0
SEWER MANHOLE Q)
IVI LOT 14 Z:) _u EXISTING 0
M H 5 VARIABLE WIDTH s — ------------ ACSA SANITARY < >
------------------------------------------ U)
....... Foothill -7-7 f SEWER EASMENT 1-0 U. V. 0
LOT 113 x
FIRE HYDRAN, SFQ
2 ConAgra -l -i ASSEMBLY w/ EIN6" TEE, q)
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8"PLUG SEWER MANHOLE Lu E
PH E MATCHLINE, u (D 0
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0 2066 & 1.2" G.V. SCALE
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I I WITHIN THE PRIVATE ALLEYWAYS AND THE STORM SEWER NOT CONVEYING RUNOFF FROM VDOT � ! � :1 .� I 5 � . I I � I I -_ ,,, I I '_�' l -'i : I �
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i. ALL STORM SEWER DRAINAGE EASEMENTS SHALL BE VDOT MAINTAINED EXCEPT FOR THE STORM SEWER - � � , ","
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MAINTAINED ROADS. THE PRIVATELY MAINTAINED STORM SEWER, LOCATED WITHIN PRIVATE i I-,-- -, I i � I , I , - , I , , -, , � I ��, ,
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I ��l EASEMENTS, IS LIMITED TO STRUCTURES 8A, 8B, 33 & 34. 1 1 1 � / � I ; I I ;1 � , I I �, I .
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2. ALL PUBLIC VDOT STORM SEWER LOCATED OUTSIDETHE LIMITS OFTHE PUBLIC RIGHT-OF-WAY SHALL BE I � � � i 4 I I I I I ,� , , I � � L
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_� " 3. MANAGED STEEP SLOPES ARE SHOWN ON THIS PLAN. THE MANAGED STEEP SLOPES WILL BE FIELD ; � � "I ; I "I, � �, EXISTING STREAM I , - - , , - - I .1 �, � I . �. I , , �_ -1 1__-1
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4. ALL PROPOSED SLOPES STEEPER THAN T-1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR ; � � ! - I � � I �,f : I
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STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR I I I I - � "
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STABILIZATION & SHALL HAVE A GROUND COVER SELECTED FROM TABLE 3.37C OF THE VESCH. ::::;;;;:: ., I.,
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5. LOTS SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE ALLEYS AND ROADWAYS, AND - - - __ , I — , , , , - , , 4 , � �
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1 6. CONTRACTOR SHALL INSTALL HANDRAILS ON, OR ADJACENTTO, THE PROPOSED RETAINING WALLS. - - ____ - _.- -1 _ ____ _______.___ I - 1. I I � ", , - � . ; ; � � � , ., I I � . I I . I ; I � . I I I I I , , .;.;.I- . " I � , , " � I I � I - � I I A I �� I : I r � � I I .1 I a . 6 , - ,� � - � I
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HANDRAILS SHALL MEET MINIMUM COUNTY & STATE REQUIREMENTS. � : , � � �� , __ - I , _ - . 11 __ . . .... ,t, - , ,,, . �, .1 11 I 1, �-� / I I � � I -- I �_ I
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/ 7. ANY SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NON -GRASS VEGETATIVE COVER. 1_4, � �T,�-` ,i.--,,,,_-_!�-��-��r�,�� ... � �� __?-1 - �� 1. � I - I ", t 11 ... � : i� ;
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1 CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD & ALLEY CONNECTIONS FOR ROADS TO ANY ROAD � , I I., , � - ,;-,-- -_ -``""t�� , ,�(P),DR - ' * ' I - I - -1 I-, , - �'!�� � 11� � , I I , -
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EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ----_______4,______ ------- , , ,,, _ , , . , __ �' 7`f ��, �,_�- - NNT , , � � , , , 111� I � , . 1:
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ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF J. 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 TRAFFIC CONTROL
DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTE'S' 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
NA TURAL WA TERCOURSE
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD
VERIFIED AT THE TIME OF CONSTRUCTION. ADD177ONAL 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 7HE FACE OF GUARDRAIL, AND ROADWAY SHOULDER
WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT CG -9(A, B
OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY EN7RANCES 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 SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR
7741S 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 CON7ROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE
OPINION OF 77 -IE 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 TRANS177ONS 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 VOOT
OR COUNTY INSPECTIONS. THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
ROAD NOTE'S
GRADING:
1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA
DEPARTMENT OF TRANSPORTA77ON 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 SA77SFAC77ON OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. 07HER 7REES
AND VEGETA77ON 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 CONSTRUCT70N OF 77 -IE
SUBGRADE.
DRAINAGE. Q`
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 INDICA7ED 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 ME7HOD 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 MA7ER/AL MEETS REQUIRED GRADATION FOR TYPE
1, 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 COMPLE77ON OF THE INSTALLATION OF THE AGGREGATE BASE, IN 77-1E 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 TREA7MENT 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.).
I`;': -TE ;tE°„;T:�`•,I"';EL, ,.=,'IT FITTIii�":=
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T.,rI I L TH- °;T LI l I'' FILL =; E,
k�Y�en�➢
BEVELLD UNITS
Exx
ENo ceoszmhusnc x➢iNEoxcuaMENT
'CG Wl'R➢N ±LV-CHES OE IliL lA WEA➢LOCKFACC
30"MINIM() I-
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X INFORCEMENTCONNECTION
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10 IT
RE- RC', ENT LET'G1 ,
.,,.,,.,, 4et)SYNTnFTiC REI.�FORGEM;iN'1' i
,:":•: nA.vN raEferavnl'iox YnwFSI ./
G:G,N➢,max rEYE,.ING F.,n
D. �N•1D'I1I GF GVERJVJNG ATION
L=LL GIH OE GEOSYN'CHETIC RHLN!'DRt:EME\Z'
,Yoe=(3"llci �L+fi"
.4ncho,T Diamond
X I:I EXCAVATION OVERSIZING
%VX (SCALE: 313-1'-0") „-.-----"1e:r�r�
i1
SCOTT R. COLLINS
No. 35'791
t _L I_A=.D,YAY
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Design
ADT
CBR
SSV
OF
Surface h a
=
F AVEMENT
Dp
.t.-
10000 0
10000
5
5
22,44
SNI -9.5 3
2.25
Jcl 11,11N,
2.15
v -.rE:? STEEL DATE:' OR ST.y:Ir.LE:;S
9
F':IPv:
f STREET
'!!IN THICKNESS',,. TEFL IN IH :LL4T4ft
185 0
185
JN ETE FILL
5
8.55
"TEEL H IN} ./'
-
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21A
4
0.6
930
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196 0
96
5
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62.17
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2,2.5
BBI -2.5 0
115
21 A
'DUCTILE I #I -E
-r.J' O=r 'r_,' JOI=iT [IF D.I.
930
ChibOUrne [toad. (South of Park lUge Dr)
.......4',
RESTRAINED I:tiT`,J
750
5
5
NTE: :TEEL I^? TO E:,TEI, TQ .;P OF V'J�R, _"IT;H, TIILWALK, LT'
ral`vi 'wt "F .5' 81LYCND THE E_GE F
f'L,VDVEJNT, "AH11,4IE•uEHw I.> (',F%EATEP-
[BM -25 5
ENIUS OF CaSLJL CAN BE SE LEG USIN6 v FULL -ON END SEAL GASKET
I'd LIE1, OF CO'NC'F,ETE FILL.
3.t-'IDIJLE S'PAGE., „H, -LL BE DLA, Ef AT THE .:;ENTER:°?OPIT OF r'IPE,
0°6
E `t1`E
L laaibourne load (North of Park Midge Dr)
TYPICAL -'S'TEEL .)LEEvE 1NSTALL:ATIC_'11,1
r1°4DEE R, lC',41D,,t, .1.
5
ti,TS
74.13
SM -U 2
2:•25
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION GENERAL NOTES;
SPECIFICA TIONS. 1.
9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS 2 0 DETECTABLEWARNING 'A % PROVIDED BY TFtLASS D
�, Lf'iEDTABM.E WAaIHM� TO BE GLASS A-"� CONCRETE tCL.A55 M4 F PHECa45t2
CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES Warr, SLP RESISTANT INTEGRAL SURFACTH INE DOVERNO THE FULL WIDTH qF THE
SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE RAMP L. DOR R � FST w MATERIAL
W THS IE TM CF" rDOMESFDE
TRAVEL. OTR#]i TYPES OF W4TERapF. Wm1 TIE TRUNCATW DOMES DETECTABLE
STREETS RIGHT OF WAY WARNIM MAY Er USM WITH THE APPROVAL OF THE Imo, TYPE A
Anchot'M Diamond"`
X TYPICAL BASE PREPARATION
WX(NOT TO SCALE) ""�"�`•°" ""'�'
a��=1111
�I
MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 3' SLOPING SIDES OF CURB RAMP - s•r u aca wa�r CONST � 'ARE "' ED BARS ROW PERPENDICULAR
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ♦, F TAMP FLOOR 15 PRECAST rt ES MUST BE PROVIDED FOR DOWEL Brats SO
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. THAT ° FLA" RSCA coat MMS CONCASCRETE H PLACE AFTER PLACEMENT DF 2"-3" SM -9.5
a>r'EeRAST RIME FLOOR. PRECAST tXXiCRETE staus Ct.A68 A -•H.
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 5. R EQUW-D BARS ARE TO BE NO.5 x &' PILACIED 1'CEWM TO CENTER ALONG , SURFACE COUI
IV. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS SHALL BE COMPLETED AND APPROVED BEFORE THE TROTH Sri OF TfWAMP FLOM IIs-OEPTH OF RAMP FLODW MK$Mu" "� "
DDrMe�ETe canrE� �{E". ».
PAVEMENT STRUCTURE IS PLACED, ctrl TD RAMPS 1"-5 BM -25
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF AflE aoEO w PAYW F CUp9 t ArMDE�x"TTEMt 7MT
TYPE B INTERMEDIATE COURSE
THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS 7- CUtB MrAMtPs A>E TO LOCATED 9rID1Rd OBt t1 rPIS OR AS Fit PAf2"41-t-EL
BY TIE 00 It, THEY TRE T4 BE PWtQW CMS AT TIONS
POSSIBLE. AM �E RWM WITHIN THE RKW OF WAY Of A HIGHWAY FACILITY 5"-9"' COMPACTED
CROSSES A Oft AEQMXESS OF W EiriR SOEW" ISSTING.
PROPOSED
Qi!
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. OR NONEXISTENT THEI MAT BE COCATW van Pm€ TR1w tWt�#SSNAtJCS ' AGGREGATE BASE COU
AS SHOWN PLAN OR AS DIRECTED By THE LEER AND D SNOL NOT
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION H�TATEo ac slaw Wff WITPEB VDOT #21 A OR #21 B
TO SCHEDULE AN INSPECTION. UNOWSTRakT III.E.FIR1 AND UP RE13STAWT PATH CONNECTING ALL �- Tt�Mi�, DEPENDING ON ULTIMA
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF �EBY PEDESTRIANS. FACILITY THAT eArt BE APPROACHED. ENTERED s %
TRAFFIC LIMITS AND
VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. B. RAPS MAY BE ON www OR T vK SECT06 PROVIDED THAT 'Maw AT �" mmw TS AN
THE OPENING M PLACED WT7HN1 THE LMTS OF THE CROSSWALK AND t GW PAyEAEhtT U N D EIR D R A I N S COM r M � 1 r_v
THAT THE SLOPE AT THE CONNECTION OF THE MM OPENING K
TOP OF 4" P10� TO TME. a, - � AT yK .BANE AS TOP OF SUBGRADE
CURB AtK IS- THE RAarec rr TYPE C -
Co- y PARALLEL sr PERPENDICULAR ASPHALT PAVING ROADS
o a 1MWTE
FDR CA CRETE alEPTH, '
6„ 2 R (5' MIN.) 1O. WAN CUM RAMPS ARE USED w CO WCTICN WITH A SWIM USE PATH. NO SCALE
THE MtbMMMJM` WIDTH SHALT. BE THE WIDTH OF THE USE PATH TFAP"TED DOME
13" vn �. 00
00 oacto 0>
4 CONC. R/w
a'a 7„ a0a*ssxoc�otHooao
3000 psi MIN.
Y O cy G o 0000 O 4 to T a o 5' WIDE CONCRETE
� '� "' c1� 00000000 a a o cr O a ✓� SIDEWALK
.. v ` / a G 0 o 0 O 0o0 0000000 � �A 70'CLEAR ZONE
4 y' j j\\%\\ \\\\\\� Off" BOX s c 9+uE DIAMETER
0 a w 0 0 0 o 0 c a o a o o � EXIST. GROUND 2$
i. // // // // .
ArYMABLE
m 6' BUFFER
1 21-A STONE BASE TRUNCATED DOME � STONED ASE 4 21AOr
1' 6» 2' MIN]
DIETA�. DETECT T1M1L �G EXIST. GROUND 1' S 6STONE
STANDARD CG -6 STDOT ONE#BA E68 UNDER OR CURB & CONCRETE SIDEWALK ��j
CHECKED BY VDOT PRIOR TO NO SCALE ICG` -12 DETECTABLE WARNIING SURFACE
CURB & GUTTER PAVING AND/OR BACKFILLING. �V°rte GENE A' NOTES Ian
NO SCALE 203.00 VII DEPARTMtEhT OF TI TAT %2
Table '. Pavement Design (VDOT Pavement Design Guide) NOTE: -ACTUAL PAVEMENT DESIGNS SHOULD BE IBASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL.
-A 1" BINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC.
on -THE SM -9.5A MAX LIFT THICKNESS IS 1.5', H ADDITIONAL LIFTS MUST B LA D 1 YEAR APART PER APP N I
Pd�o°etlt�lrit� III OF THE 2014 VDOT PAVEMENT DESIGN GUIDE.
R1 = 1.0
Location
ADT i ,cv
Design
ADT
CBR
SSV
OF
Surface h a
Base b a
Sub -base h a
Dp
Eaastem Avenue
10000 0
10000
5
5
22,44
SNI -9.5 3
2.25
BM -25 5
2.15
21B
9
0.6
f STREET
Saunders [1111 Drive
185 0
185
5
5
8.55
SM -9,5 2
2,25
BM -25 0
2.15
21A
4
0.6
930
Saunders Hill Driv=e: (West ofCL•airbourne)
196 0
96
5
5
62.17
SM -9,5 2
2,2.5
BBI -2.5 0
115
21 A
S
0.6
930
ChibOUrne [toad. (South of Park lUge Dr)
750 0
750
5
5
13,43
SM -9.5 2
2.25
[BM -25 5
2.1.5
21A
5
0°6
13195::::
L laaibourne load (North of Park Midge Dr)
134 0
134
5
5
74.13
SM -U 2
2:•25
BM -25 0
2,15
2I A
8
O.6
930
Dwinwood Drive
185 0
185
5
5
8;55
SM -9.5 2
1.25
BM -25 0
2.15
21A
S
0.6
9.30 .
Headitleld Lane
Bethany Lane
92 0 _
58 0
92
58
5
5
5
5
6.12
4.52:
SM -9.5 2
S1'>•"I-9.5 2
2125
2,25
BM -25 0
BM -52751-0
2.1.5
It15
21A
21 A
8
S
c),6
0.6
9,330 ;'.
9.30:
rNote:1.ontr'�actor to Dore any existing pavement Delflg urlu°reu anu coorulnate Baan vii" t on upgraues to geometnc aesagn stanuarats to ensure the acro a specuications are met anti
TOP OF CONCRETE MIN.
WALL 4211 Rte,
SITE 5' WIDE CONCRETE_
RAIL SIDEWALK
GRADE 1D' CLEAR ZONE -I
LFXISI.. GROUND 2X
3� a
6' BUFFER
4.
SITE
WALL
KALL RAIL FASTENING DETAIL
NOT TO SCALE
4" WOT 21A
STONE BASE
EXIST GROUND 1'
5 6'
TYPICAL PUBLIC STREET' S,&VT10.ff (ZUArA BOOB, CLAIBOMIIRNL; HffdT V1,rLD, SAIlNDERS HIL4 BETHANY)
P.lRal7AU OAW SIVA' ONLY
NOTES: " TV SCALE D"ICAr SPPA'"LI JfPfI
1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS.
2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO
ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET 3 FOR NO PARKING SIGNAGE
ON ONE -SIDE OF ROADWAY.
NOTE: A i" INTERMEDIATE BINDER COURSE SHALL BE PLACED OVER THE STIONE
FOR CONSTRUCTION TRAFFIC. STONE AND BINDER COURSE SHALL BE INSPECTED
FOR SETTLING AND FAILURES PRIOR TO PLACEMENT OF FINAL ASPHALT ALONG
ROADWAY.
4' IIF
BIKE I12' 12'
111 LANE I (STRAIGHT S DRIVE AISLE) (LEFT TURN N DRIVE AISLE
CG -6
„CURB & GUTTER
UNDERDRAIN
2X
28'
SUBBASE
j 5'
12' } BIKE -
(STRAIGHT N DRIVE AISLE) I LANE
POINT OF
FINISHED GRADE
SURFACE
2%
29'
61' FIC -FIC
86'
R/W
TYPICAL CONNECTOR ROAD STREET SECTION (88' R/40'j
Art? 0* -S'TRA'IT PAR"AU
A'ASTA'RN AV,rhUA' (,WBZ C .RO")
C"w URBAN CVLLdb'9i9R BA'SIGAr SPXXV 95 AI
99196' IV STA 88685 (82*/5-89175 RICHT TURN N BRIY'A' .4.ULr TRANSITIONS FjWO SR' TO >,Z')
12'
(RIGHT TURN N DRIVE AISLE)
CG -6
CURB & GU
4" UD -4
12' BIKE I 12' I 12' I 12' I BIKE
(RIGHT TURN S DRIVE AISLE) LANE 1 (STRAIGHTS DRIVE AISLE) f (LEFT TURN S DRIVE AISLE) C� (STRAIGHT N DRIVE AISLE) LANE
CG -6 CG -6
CURB & GUTTER POINT OF CURB & GUTTER
2� FINISHED GRADE \
SURFACE
2X 2X
4" UD -4 UNDERD---
RAIN
ztA�E T D-4 BASE UNDERDRAIN
RSUBBASE
LASE 41' 16'
61' FIC -FIC
86'
R/W
TYPICAL CONNLL^TOR ROAD STREET SECTION (88' R/r)
ATO 49*-ST".ff PARMAU
A'ASTARN .dVff, TUI' (fFBLIC RO")
C.w URBAN COLL PMR BASICA ,SP:A'za 85 JYPII
98.195 IV STA 87*05
5' WIDE CONCRETE
SIDEWALK
-2=--I I 10' CLEAR ZONE
2%
6' BUFFER
s770 4" VDOT 21A
STONE BASE
ONE
BASE 6' 5
5' WIDE CONCRETE
SIDEWALK
2 I I 10' CLEAR ZONE
2X
6' BUFFER
-, T 4" WOT 21A
STONE BASE
STOBASE
-2.5 6' 5
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SHEET NO.
6
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R/W
ON-S7REET PARKING
R/W
ONE -SIDE ONLY
STREET—'
(WERE INDICATED ON
f STREET
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EXISGROUND
T.
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IRA 1I WAY
TRAWLWAY GUTTER
PLAN77NG STRIP •9DEWALK
t'
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2.5
12.5' 2.5
5' 1'
TYPICAL PUBLIC STREET' S,&VT10.ff (ZUArA BOOB, CLAIBOMIIRNL; HffdT V1,rLD, SAIlNDERS HIL4 BETHANY)
P.lRal7AU OAW SIVA' ONLY
NOTES: " TV SCALE D"ICAr SPPA'"LI JfPfI
1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS.
2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO
ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET 3 FOR NO PARKING SIGNAGE
ON ONE -SIDE OF ROADWAY.
NOTE: A i" INTERMEDIATE BINDER COURSE SHALL BE PLACED OVER THE STIONE
FOR CONSTRUCTION TRAFFIC. STONE AND BINDER COURSE SHALL BE INSPECTED
FOR SETTLING AND FAILURES PRIOR TO PLACEMENT OF FINAL ASPHALT ALONG
ROADWAY.
4' IIF
BIKE I12' 12'
111 LANE I (STRAIGHT S DRIVE AISLE) (LEFT TURN N DRIVE AISLE
CG -6
„CURB & GUTTER
UNDERDRAIN
2X
28'
SUBBASE
j 5'
12' } BIKE -
(STRAIGHT N DRIVE AISLE) I LANE
POINT OF
FINISHED GRADE
SURFACE
2%
29'
61' FIC -FIC
86'
R/W
TYPICAL CONNECTOR ROAD STREET SECTION (88' R/40'j
Art? 0* -S'TRA'IT PAR"AU
A'ASTA'RN AV,rhUA' (,WBZ C .RO")
C"w URBAN CVLLdb'9i9R BA'SIGAr SPXXV 95 AI
99196' IV STA 88685 (82*/5-89175 RICHT TURN N BRIY'A' .4.ULr TRANSITIONS FjWO SR' TO >,Z')
12'
(RIGHT TURN N DRIVE AISLE)
CG -6
CURB & GU
4" UD -4
12' BIKE I 12' I 12' I 12' I BIKE
(RIGHT TURN S DRIVE AISLE) LANE 1 (STRAIGHTS DRIVE AISLE) f (LEFT TURN S DRIVE AISLE) C� (STRAIGHT N DRIVE AISLE) LANE
CG -6 CG -6
CURB & GUTTER POINT OF CURB & GUTTER
2� FINISHED GRADE \
SURFACE
2X 2X
4" UD -4 UNDERD---
RAIN
ztA�E T D-4 BASE UNDERDRAIN
RSUBBASE
LASE 41' 16'
61' FIC -FIC
86'
R/W
TYPICAL CONNLL^TOR ROAD STREET SECTION (88' R/r)
ATO 49*-ST".ff PARMAU
A'ASTARN .dVff, TUI' (fFBLIC RO")
C.w URBAN COLL PMR BASICA ,SP:A'za 85 JYPII
98.195 IV STA 87*05
5' WIDE CONCRETE
SIDEWALK
-2=--I I 10' CLEAR ZONE
2%
6' BUFFER
s770 4" VDOT 21A
STONE BASE
ONE
BASE 6' 5
5' WIDE CONCRETE
SIDEWALK
2 I I 10' CLEAR ZONE
2X
6' BUFFER
-, T 4" WOT 21A
STONE BASE
STOBASE
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6
rSCOTT R. COLLINS�,
U No. 35791
38 +, . ,
IE
SNOW rtNCE
f r+w i
ox
ntow om, CORD FENCE!
— P AST1C rer+cx
CORRECT METHODS OF TREE FENCING
f �
V
10
r CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
Source: V f, OSWC Plate 3.38-2
t3
TONAL E�
0
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_ f
�' �� / LOT 11 .
SFA � , ; �,�' f� � r., ,
1 inch 50 ft.SFDl r
\,
:
i
. .. ROT 115
Z — x ,�f
x _ ` a f '' t' i` O,
... x ., f SFD'.'.. .. !. F Notes.
t � '.\ -r. '\. _ ..;.; .. % : _' , r .::', �•' _ ;' / �.''if f< , ',��`+�. '�. �' '' �, �``,/ CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF
/ y f-' / r ' .° ;F��CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION.
J y P io' LANDSCAPING \ !/. p/� /:.''
r ::>
�.�� LOT 114 �
NO CONSTRUCTION EQUIPMENT R STORAGE SHALL O WI DRIPLINE ESMT (TYP.) _ -- -- ,_� �`�, �, '�• � ':'\ ,/,> �.�' ,� ' +' <(r (� H OCCUR THIN D E OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR
:
SFD /. \ 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.
Y ( /
CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED
�r LOT 113 WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS
�..
- � '. + r � ,;„✓'` � BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE
NOTE: STREET TREES WILL BE
,=c� / /' �;' ,r % ARCHITECT PRIOR TO WORK.
JRE /�
THEE GUY'n, DE AIL cc d,lsl« PRUNED H ABOVE GROUND AT PERFORMED j _ j j..
- OF 2 GUYo �Ei 1Cn' AROJi,ID � .. -, .. � .v,. _ .�P ..'ar'`
� ALL WORK TO BEBY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE
TREE MATURITY TO PRESERVE
_ PLnI,L FIT ON UPHILL' sloe OPEN DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING
/.: j t J ,'` SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL
SIGHT LINES AT INTERSECTIONS. �. SPACE F
�S E :/
I'\
REFER To TREE i' ✓ S OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO
HETET, TO Tr1_E STATING DETAIL Ir� COMMENCING ANY SUCH WORK CWITHIN ODESGNATEDETREE PROTECTION AREAS OR WITHIN EXISTING DRIPLiNES.
1.03
„TAKING DETAIL _ ACRES
L I ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES).
COMPACT
f E. t AVATED SOIL
TO FORM ROOrBALL. ':T
T TI-tF AREA TO BE N 1 ED BE N DowwilLL sue u. TREE
% I}/ CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED
C IT-�.,
/ II wul G, sD % TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT
RFEER TO ROCTGALL PIT
DETAIL
rlorE3:
7. " TREE ?+UMB PRIOR TO STAKING,
ST U , F
ALL PI- TUNING I;; HC„�iICI EU TO THE REiAJ!AL OF DEAD AND BROKEN P,RA(\�IIE; tiND
_. SHALL BE PEI-2FpRMED UNDER THE SUPFRVISION OF THE LANDSCAPE ARCHITECT.
TREE PLANTING
NGH PLIGE AROUND
RE AREA TO BF_
HED
ER TO ROOTBAI. I_ PIT
Alt.
NOTE_::
7. SET TREE PLUMB PRIOR 10 STAKING
ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD :AND BROKEN BRANCHES AND
S11ALL BE PERFORMED UNDER TI1E SUPERVISION OE THE LANDSCAPE ARCHITECT
21 TREE PLANTING ON SLOPE
,p SECTION N.T.S. 72 SECTION N.T.S.
Scientific Name
Common Name
Size
Symbol
10 -YR
CANOPY:
Total
Quantity
Canopy
TREES
Fraxinus pennsylvanica
Green Ash
2 1/2” min.
FP
672
72
48,384
Platanus acerifolia
London Planetree
2 1/2" min.
PA
422
96
40,512
Ilex x'Nellie R Stevens'
Nellie R Stevens Holly
5'-7' ht.
IN
44
37
1,628
SHRUBS
I lex Glabra 'Shamrock'
I nkberry
24" ht.
IG
23
10
230
Itea Virg inica 'Henry's
Henry's Garnet Sweetspire
24" ht.
IV
64
117
7,488
TOTAL 98,242
PRIOR TO PLACEMENT OF ORDERS.
LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT 11ME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT
PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48—HOURS PRIOR TO DELIVERY.
PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING.
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.
CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT
IMMEDIATELY PRIOR TO ORDERING.
ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF
TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
PLACEMENT OF LANDSCAPING TRUNKS ARE APPROXIMATE, FINAL LOCATIONS OF PROPOSED LANDSCAPING TO BE DETERMINED BY THE
CONTRACTOR AFTER UTILITIES HAVE BEEN INSTALLED. CONTRACTOR SHALL ENSURE A MINIMUM 10' OF HORIZONTAL SEPARATION IS
MAINTAINED BETWEEN THE PLANTINGS' TRUNKS AND ACSA UTILITIES, AS SHOWN.
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