HomeMy WebLinkAboutSUB201400201 Plat Preliminary Plat 2015-02-27AVINITY II
PRELIMINARY SUBDIVISION PLAT
SCOTTSVILLE DISTRICT
ALBEMARLE COUNTY, VIRGINIA
GENERAL NOTES
OWNERS. MOSS A CQUIS177ONS
321 E MAIN ST
CHARLOTTESVILLE, VA 22902
AVON PROPER-RES, LLC
P.O. BOX 1467
CHARLOTTESVILLE, VA 22902
DEVELOPER. RIVERBEND DEVELOPMENT, INC.
321 E MAIN S, SUITE 201
CHARLOTTESVILLE, VA 22902
ENGINEER. COLLINS ENGINEERING
200 GARRETT ST SU17E K
CHARLOT7ESV4LLE, VA 22902
HUGHES, WALLACE & IDA
107 CULPEPER ROAD
RICHMOND, VA 23229
TAX MAP NO.: 09100-00-00-016CO 09100-00-00-016EO
ZONE. R-1 RESIDEN77AL ZONE. R-1 RESIDEN77AL
DB 4319 PG 247 DB 599 PG 239
09100-00-00-016AO 09100-00-00-01400
ZONE: R-1 RESIDEN77AL ZONE. • PRD
DB 396 PG 116 DB 3472 PG 015
TOTAL PROJECT AREA:
A WN17Y fi
I
09100-00-00-016CO - 2.472 AC.
2
09100-00-00-016EO - 4.982 A C.
3
09100-00-00-016AO - 4.432 AC.
4
A WNI
5
09100-00-00-01400 - 1.567 AC. 6ELOR WN .
6
13.453 AC, TOTAL
ZONING.
PRO - PLANNED RESIDEN77AL DEVELOPMENT - ZMA 20I3 -016
TOPOGRAPHY-
SURVEY & TOPOGRAPHY PROVIDED BY ROUDABUSH GALE & ASSOCIATES, DA 7ED
9
AUGUST, 2013. TOPO FIELD VERIFIED ON DECEMBER 2014.
DA 7UM.-
NAD 83
FLOODPLAIN.
7HERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID
12
5100JC0407D & 5100JC0426D DATED FEBRUARY 4, 2005.
STORM WA TER MGM T-
S 7ORM WA 7ER FOR A VINI TY H WILL BE HANDLED BY A PROPOSED S TORM WA TER
14
MANAGEMENT FACILITY JUST UPLAND OF THE EXIS77NG SWM POND. ADD177ONAL
is
AWNITY # STORMWATER WILL BE 7REA1ED BY A SECOND SWM FACILITY AT THE
16
SOUTH OF THE SITE, AND AN UPI-AND RAIN GARDEN. SWM SHALL MEET ALL
17
STATE" REGULA 77ONS REQUIRED WITH THE DEVELOPMENT
FIRE & RESCUE. •
AS REQUIRED, ALL FIRE FLOWS WITHIN THE DEVELOPMENT SHALL BE A MINIMUM OF
cf)
1000 GPM AT 20 PSI. ADDIRONALLY, FIRE HYDRANTS SHALL BE PROVIDED ALONG
THE STREETS FOR FIRE FIRE PREVEN77ON AT A MAXIMUM SPACING OF 500 FT PER
TRAVEL WAY.
PROPOSED USES.
SINGLE-FAMIL Y DETACHED UNITS, SINGLE -FAMIL Y ATTACHED UNITS, &
TOWNHOUSE UNITS
SINGLE FAMILY DETACHED UNITS: 14 TOTAL UN17S (AWNITY 11)
SINGLE FAMILY ATTACHED UNITS. • 50 TOTAL UNITS (AVINITY
TOWNHOUSE UNITS • 7 TOTAL UNITS (A VfN/ TY I)
S17E AMENIRES,
CLUBHOUSE /PA WLION AREA (1, 000 SF MIN)
TOT LOT (4,000 SF MIN)
DOG PARK (2,000 SF MIN)
PASSIVE RECREA77ON AREA (6,000 SF MIN)
AC77VE RECREA77ON GRASS COURTYARD (11,500 SF MIN)
RIGH I- OF- WAY
2.24 ACRES
OPEN SPACE:
1.91 AC OPEN SPACE (A WNI TY I)
3.80 AC OPEN SPACE (A VINI TY If)
5.71 12271 AC TOTAL AVINITY I & H = 25.17.
LOTS. •
5.37 ACRES
SETBACKS. •
FRONT - 18' MIN
SIDE 5' MIN
REAR 10' MIN INTERIOR, 20' MIN WHERE L07S ARE ADJACENT TO THE PROJECT
BOUNDARY CLUBHOUSE /PAVILION - 8, MIN FRONT, 5' MIN SIDE, 10 MIN REAR
SETBACKS SHALL INCLUDE A 4' FRONT AND REAR ENCROACHMENT OF ALL
SETBACKS WITH PORCHES, EAVES, AND OTHER ARCH17EC7URAL ELEMENTS OF THE
HOMES. SETBACKS SHALL ALSO ALLOW UP TO A 1' SIDE YARD ENCROACHMENT
FOR ARCHI7EC77JRAL ELEMENTS AND OVERHANDS, PROVIDED THAT THE
ENCROACHMENTS ARE FIRE RATED PER BUILDING DEPARTMENT REQUIREMENTS
WHEN BUILDING SEPARA77ON IS REDUCED FROM 10' SETBACKS WERE APPROVED
WITH THE BUILDING MODIFICA77ON WAIVER REQUEST WITH ZMA 2013 -016.
BUILDING HEIGHT-
35' MAXIMUM HEIGHT
PARKING.
EACH PROPOSED LOT SHALL PROVIDE OFF-S7REET PARKING FOR TWO VEHICLES IN
A MINIMUM 18' DEEP DRIVEWAY AND A GARAGE. ADDITIONALLY, ROADWAYS SHALL
ACCOMMODATE' OVERFLOW PARKING ON-STREET WITH PARKING ON ONE SIDE ONLY
PHASING.
THE PROJECT MAY BE COMPLETED W A MAXIMUM OF 4 PHASES AS SHOWN ON
THE APPLICATION PLAN
STREETS. •
CURB & GUTTER PRIVATE STREETS - SEE SHEET 6 FOR SEC77ONS
URLIRES.-
S17F SHALL BE SERVED BY PUBLIC WATER AND SEWER
CONS7RUCRON TRAFFIC:
ALL CONS7RUCRON TRAFFIC FOR THE DEVELOPMENT OF A WNITY // SHALL EN7ER
THE S17E FROM THE EXIS77NG DRIVEWAY AT ROUTE 20.
DENSITY-
AVINITY 1. 107 UNIT519.236 AC = 11.59 UNITS /AC
AVINITY If. 64 UNITS /11.886 AC = 5.84 UNITS /AC
LANDSCAPING:
ALL PROPOSED ROADWAYS SHALL HAVE S7REET TREES IN ACCORDANCE WITH
ALBEMARLE COUNTY REQUIREMENTS. ALL 7REES SHALL BE OUTSIDE OF THE ROW
WITHIN A 10' WIDE LANDSCAPING AND MAINTENANCE EASEMENT AND ALL STTEET
7REES SHALL BE MAINTAINED BY THE HOA.
PHASING.
THIS PROJECT IS DIVIDED INTO (4) PHASES TOTAL.
TRAFFIC GENERA RON.
TRIP GENERA77ON BASED ON 17E 7RIP GENERA77ON MANUAL (87H ED1770N)
64 SINGLE FAMILY UN17S (CODE 210)
612 VPD (306 EN7ERI306 EXIT)
AM PEAK. • 48 VPH (12 EN7ERI36 EXIT)
PM PEA K. • 65 VPH (41 EN7ER124 EXIT)
7 TOWNHOME UNITS (CODE 210)
41 VPD (20.5 EN7ER120.5 EXIT)
AM PEAK. • J VPH (I EN7ER12 EXIT)
PM PEAK: 4 VPH (2 EN7ER12 EXIT) Sutfmittal Type
PUBLIC FACILITIES:
NONE Reviewed and Approved by the
RESERVOIR WA 7ERSHED
COMM t , De elo ent Departmen
MOORE'S CREEK WA 7ERSHED Date y I
AGRICULTURAL- FORESTAL: NONE File#
PLACES OF BURIAL:
NONE
STREAM BUFFERS.
NONE ature
Sheet List Table
Sheet Number Sheet Title
I
COVER SHEET & LAYOUT PLAN
2
EXISTING CONDITIONS
3
UTILITY & GRADING PLAN
4
SWM PLAN
5
SWM PLAN
6
TRAFFIC, NOTES & DETAILS
SAAL
NOTE: RIGHT OF WAY NOTE
4 OA� Y
1�4pq k/O'POS�D -ALL STREETS SHOWN ON THIS APPLICATION PLAN SHALL BE PRIVATE STREETS,
NITT I EXTEND TO THE PROPERTY
Hw.A
. .... CONNE�T?�T AV� LINE FQR&POSSIBLE --�2. THE EXIS NG VEPCC1 OVERHEAD POWER LINE SHALL BE RELOCATED MH 0
LOT
INTERCONNE_CTidl`�`WITH THE- UNDER ROUND OR OVERHEAD-THROUGH-THE-PROPERTY'
Lo 3. 3. ALL EXISTING PRIVEWAY�,�LL TIE INTO THE NEW ROAD DESIGN.
54 FUTURE DEVELOPMENT OF
-D TELY DJACENT TO THE PROJECT BOUNDARY ADJACtN_T TO
4, ---ALL LOTS IMME IA
1:� COLLINS THE PARCEL TO THE WEST TI, E A SHALL HAVE A2W REAR SETBACK TO RICHAoxD SCOTT R. COL
ZONEDRE� IDEN IAL�1416 K, _AND ALL INTERIOR INZ
C PME
LOTS TO THE DEVEL PMENT SHALL HAVEA IV REAR SETBACK.
I A/ U No. 35791 Z
S4,9-1,,- u. _A%I-L- STREETS orim HAVE %.AN %JINC 01UM ONLY. WRGINIA
DOG PARK AVINITY 11 DEVELOPMENT WILL BE ADDED TO THE AVINITY I HOA TO ESTABLISH ONE
COLLEGE
COMPLETE HOA, SHARING ALL THE AMENITIES, OPEN SPACE, AND MAINTENANCE
/RESPONSIBI ITIES. SOUMERN PARKWAY
5 L10
MILL CREEK
16
BENCHMARK
PHA\ 4 E NIL SE III P OFMH=491-34
IN4.1, HONnCELLO HIGH
'PROPOSED'
E SCHOOL
XISTIN6'�STREAM LAKE REMOM
LOT
ELEMENTARY
OA SCHOOL
.94
THIS
PEN E
2.57 AC.
P
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AMENITIES. Itti.
BOLLARD TO BE SLOPES IN THIS AREA THAT ARE
N
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�'j
_4 TILL --PROPOSED TO BE DISTURBEb SHALL BE NOTE:
ACCESS BUT S E G GRAVEL\
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HEIGHT LOT
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H GRAVEL DRIVEWA'� SHALL 13E
_9F 6') AND GRAt)INGkT 3:1 \TRUCTION
1 4,354 SF ce-
SLOPES OR FWTER WILL BE US _DIN_ UTILIZED AS A CONS
\\THESE AREAS WtiERE THE MANAGED 2 3,566 SF
X ENTRANCE FOR THE
SLOPES ARE PRESENT. DEVELOPMENT OF TH� - 3,572 SF
AVINITY 11 �ECTION. 4 3,485 SF
5 3,948 SF
ULI
6 3,953 SF
,
LdT
cem
LL BE ROM 3 962 SF
WNN HE I T I G
yq� op/.:: �1,: ::�4.t 9 3,967 SF
ust 10 39710E
D7 SF
x
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V 12 3,040 SF
7.7 d
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9
14 3, 9135
P 00, OS�D T FOIC C6ANN�ELQ!ATION ISLAIIIIJ 0)
is 3,458 SF
-r1n I%/=: T Wrin ni "TMA"Kin TDAI=9:1 f
y.
:4 16 4,227 SF
. ...... ap, 41...
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F�OW, T�ROUGH/THEAVINITY I DEVELPfMEN .: "97� UJ
�Frw 17 4,295 SF
BLOCK NUMBER
AREA
1
8,958 SF
2
11,605 SF
3
11,340 SF
4
7,920 SF
5
10,504 SF
6
11,598 SF
7
11,666 SF
8
11,284 SF
9
14,832 SF
10
12,815 SF
11
15,141 SF
12
11,285 SF
13
15,189 SF
14
10,399 SF
is
10,075 SF
16
7,162 SF
17
14,952 SF
2"Aml
18
3,458 SF
3,913 SF
3,913 SF
3,458 SF
3,923 SF
3,913 SF ()
3,458 SF a m T_
3,458 SF
4,003 SF
5,169 SF
3,490 SF z 0)
4,162 SF ■
4,558 SF
3,399 SF co
3,399 SF
3,785 SF
3,785 SF
3,399 SF 0
19
20
21
22
23
24
25
26
27
28
29
30
31
32
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PRO E TY BOU/� NDARY �
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f / / / / \ ' ` EXISTING PARrG LOT
lMP 90 -35D
N/F HYD AUUC S D COM AN NC. P 91 -16E `
D.$. 862/P. 200 / / .. F HUGHES a
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/ D.B�99 P. 239 ` \ EXiS'TING KA PA SIG A
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IN 8" ANI�ARY
- / O S SE R LI N s L,
EX(S �NG AT R �E /
I JXISTING UILDINGS TO BE DE OLISHED (TYP).
P IOR TO THE DEMOLITION OF THE MAI
HOUSE AND TS ASSO tATED ST UCTUR S,
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THE DEVELO ER SHALL DOCUM NT THE / \ ` TMP 91 -16A1
' l N F SC01?SVI R AD \ i i
STR CTURES WITH LAB LED PH OGRAPHS. TMP 90 -35B \ / ' \ ' D $ 9 P 23OLDtNGS L! ' \
DOC MENTATION SHALL INCLUDE N/F U7N E CHURC OF GOD
D.. 839 P. % 1
32
PHO GRAPH SHOWING ALL 51DE OF EAC ,.w � _---- --`" --- X !
STRUCTURE, ONTEXT O THE SITE A SKETC ,�, x / � \ \ t. / f � / f - -- _ ______-, � /84. & r
A SKET H PLAN O THE SIT ` / "' "` - --- / > -- - - \ ` o� ( \ / / 1Z
N r� I
DEN FY G THE PHOTO CATIONS , r
AS 01 THIS .THIS DOC�UMENTAT {ON SHALL
J TOP 488. 2 /
BE UBMITT D TO ALP AR LE COU TY � / � -� \ O \ ` \, ( � � � // 1I
COMMUNITY DEVELOPM NT PRIOR O THE / / �tiF f Y s \ j , i L� / VER� 484. 77
RE UST F R A DEMOL TION PERMI FOR ANY
OF HE STRUCTURES. V
x
x \ 1 f
/ 0// I \ ( / ) S62 00'02"�E 8.9 ' / /
\
S &i 7'53" / S6157 "E 35.00
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a F HE - H - STI G,C MMERCIAL ENTRANCE
_ — — — 73. �H ' \ HE - - UME / OHE — off _ j / / / , j f i
F / — QHIE - — — j— / // / / �C KA�F�A�IGMA PROPERTY
EXISTING O ERh{EA /r / / \\ 48514 J
hIE I / 0 / j PR PER B UND�4RY \ y `
I / \ POWE LINE TO TE I ' I `ti �•
RErUTED 0
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/ / o / EXISTIN�BUILDING
i - ® TO BE DE OLIS ED
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50 0 25 50 100 20
co 0
/ 1MP 91 -16A
\ N F Mlil§� ( IN F'EE o ,� 96 t ,� /J l ( 1 f <� / / ' / 1 i cn = 5 ft.
NOTES.
` 0, 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA
si►2'4, "w 8 7.46' ; ` ` �_ \ /�� i MAP NUMBER 51003CO407D & 51003CO426D ADOPTED FEBRUARY 4, 2005.
1 25 ROW _ i \ o \ \ 10
2. TOPOGRAPHY & BOUNDARY INFORMATION
40 JUN 4
EX. Row - �, ` \ BB .E R` V 18" ' E, 20
&ASSOCIATES THE TOPOGRAPHY HAS BEEN FIELD VERIFIED IN 1 .
25' ROW D.B. 317 -552 \ \ gym, 3. MANAGED STEEP SLOPES EXIST AS SHOWN ON THE PROPERTY.
\^ 'EXIST NG
x PHONE I ExiSTIN GRAVEL IvEwAY ND s EE �o Es To 91 16 r / 4. NO WPO STREAM BUFFER ON THE SUBJECT PROPERTY.
I PED ACCESS TO PARCELS 9 -35F, 91- 6B, PACTE (TYF'.) N/F BE RY \ `� ' 1
D. 4o P 38 / THIS P i
OPERTY I NOT LOCATED WITHI A DAM INUN�A TI('�N ZONE.
AND 91 -1 A t `�C
ti1y -��5
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General construction notes for Stormwater Management Mans es f�-- --
s. All dams and constructed fill to be within 95% of maximum dry density
I
o Optimum
�V.
`\
and 2/0 of moisture content. All fill material to be b a
geotechnical engineer. A geotechnical engineer is to be present during _� ��' _ - ��\ _ Z'�
construction of dams.
2. Pipe and riser joints are to be watertight within stormwater
management facilities. `� — -_, ___ _—\� -- -� - - - --'- -✓--
3. For temporary sediment traps or basins which are to be converted to
permanent stormwater management facilities; conversion is not to take
place until the site is stabilized, and
ti
permission has been obtained from the County erosion control inspector.
+ter at /, 5
IAi • ---1- "
I ) /
% / -_ ✓'' AVINJ1Y
APPROVED WPO i /
TOTALAREA =26.26ac.
Tc= o.42hrs
Al
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Z "T530
7
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/ � ,. ��.e -yam` \ "', = ��"`��'. -- .,,� � - \� ` f -�V .,��' `-- ~` '_- `, -- -- -- '�-� ' r-''/f -' �/� -� \- �"-'\ \ ' �''� / ' `'�o / �`' r•�1 � � ` -' I �' }
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/ `--�_ - ,..�...: -.- ._-- - --"".` ---- -\ ` \ \ �` '� -` �` "'„-- �' --tea. � - Q��`_"�_. __ •:_-` _ 11 - .,.,,;,'. Y � �__ � i � -� � .� � .-'e \ � ..��� i � /,
N= �o / PROPOSED LEVEL�I
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GRAPdICSO\�LR \ -\� � �v-'_. \ �\ ` \,` � _--�'- '- - --._- _..._... -- _,�_ -_ `�' —�_\ ``\ \\ \ _~\ �. _.__ -- --..'. ____ -- __.__ _ —_._. _..- -.._.. `- - -_•_ -. _.'w_,,.. -.—.. "�-- .......'. --
1 inch 100 ft.
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APPROVED AVINITY I IMPERVIOUS
\ 1111 �1� 11 AREA WITHIN DA'A' =220,375 sf
7
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DROP SE)D,L�VEL OR
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ANTICIPATED DRY SWALE REQUIREMENTS:
*Treatment Volume (Per VRRM Calculations) 2,234 cf
* *Minimum Surface Area Required (Tv /Storage Depth) 1,208 sf
*Based off 0.45ac. of impervious area & 0.94ac. of managed turf
* *36" Mix at 25% porous; 3" pea gravel at 40% porous & 12" of ponding at 100% porous
SUMMARY OF WATER QUALITY IMPERVIOUS AREAS
Avinity II Impervious Area Breakdown
Roads & Sidewalks 10,125 sf
Detached Homes 9,600 sf
Total = 19,725 sf
ANTICIPATED BIORETENTION BASIN REQUIREMENTS:
Treatment Volume (Per VRRM Calculations) 4,679 cf
Minimum Forebay Volume Required (15% of Tv) 702 cf
Minimum Surface Area Required (Tv/Storage Depth) 2,080 sf
SUMMARY OF WATER QUALITY IMPERVIOUS AREAS
Avinity II Impervious Area Breakdown
Roads & Sidewalks 25,500 sf
Detached Homes 22,400 sf
Total = 47,900 sf
SUMMARY OF WATER QUALITY IMPERVIOUS AREAS
Avinity I Approved Impervious Areas
220,375 sf
Subtotal
220,375 sf
Avinity 11 Proposed Impervious Areas Draining to Wet Pond Only
Roads, Sidewalks & Parking
78,775 sf
Detached Homes
24,000 sf
Attached Homes
62,700 sf
Subtotal
165,475 sf
Avinity 11 Proposed Impervious Areas Receiving Pre - Treatment
19,725 sf
Subtotal
19,725 sf
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CONCEPTUAL DESIGN
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SCALE 1" = 30'
ANTICIPATED DRY SWALE REQUIREMENTS:
*Treatment Volume (Per VRRM Calculations) 2,234 cf
* *Minimum Surface Area Required (Tv /Storage Depth) 1,208 sf
*Based off 0.45ac. of impervious area & 0.94ac. of managed turf
* *36" Mix at 25% porous; 3" pea gravel at 40% porous & 12" of ponding at 100% porous
SUMMARY OF WATER QUALITY IMPERVIOUS AREAS
Avinity II Impervious Area Breakdown
Roads & Sidewalks 10,125 sf
Detached Homes 9,600 sf
Total = 19,725 sf
ANTICIPATED BIORETENTION BASIN REQUIREMENTS:
Treatment Volume (Per VRRM Calculations) 4,679 cf
Minimum Forebay Volume Required (15% of Tv) 702 cf
Minimum Surface Area Required (Tv/Storage Depth) 2,080 sf
SUMMARY OF WATER QUALITY IMPERVIOUS AREAS
Avinity II Impervious Area Breakdown
Roads & Sidewalks 25,500 sf
Detached Homes 22,400 sf
Total = 47,900 sf
SUMMARY OF WATER QUALITY IMPERVIOUS AREAS
Avinity I Approved Impervious Areas
220,375 sf
Subtotal
220,375 sf
Avinity 11 Proposed Impervious Areas Draining to Wet Pond Only
Roads, Sidewalks & Parking
78,775 sf
Detached Homes
24,000 sf
Attached Homes
62,700 sf
Subtotal
165,475 sf
Avinity 11 Proposed Impervious Areas Receiving Pre - Treatment
19,725 sf
Subtotal
19,725 sf
Total = 405,575 sf
,TH 0
SCOTT R. COLUNSZ
No. 35791
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GENERAL CONSTRUCTION NOTES FOR STREETS ROAD NOTES - W ' °
1
THE CONTRACTOR MUST NOTIFY
1. CoNSrRUCTTON INSPECTION of ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL GRADIN
BE MADE BY G TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) .J > -� 0
THE COUNTY. THE DEPARTMENT OF
1. THE LA TEST EDI77ON OF THE ROAD & BRIDGE SPECIFICA TONS THE ROAD & BRIDGE A H 0
COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA 770N SPECIFICATIONS SHALL 64 SINGLE FAMILY UNITS -OD E 2 O L� 0
CONSTRUCTION. GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. CJ� �--
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, 2 WHERE UNSUI TABLE MA 7LFRIAL IS ENCOUNTERED IN THE ROADWAY, I T SHALL BE REMOVED W (� °
THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH �-- Z) L
(3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUITABLE MA7ERIAL TO THE SA77SFACTION OF THE ENGINEER. ADT: 612 VPD (306 ENTER/ 306 EXIT) DTH (VARIABLE WIVAR
~
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ( ) Q 06 - Q
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBS7RUCT SIGHT DISTANCES AM PEAK' 48 VPH (12 ENTERi 36 EXIT} J x
RESULTS FOR APPROVAL. AT ROAD INTERSECTIONS SHALL BE REMOVED.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER C5 VPH (4,�1 ENTER/ 24 EXIT) 4" CONC. d � W "
RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
PM PEAK: Qi..
DRAINAGE OU7TALL EASEMENTS ARE TO BE EX7ENDED TO A BOUNDARY LINE OR A a = Z
NA TURAL WA 7ERCOURSE.
DRAINAGE / /\\�\ \,� \� /.�i�:i�i H
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4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH 7 TOWNHOME UNITS -CODE 210 '� !���\ 5 Z
END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUC770N. ADD177ONAL J
GUARDRAIL MAY BE REQUIRED AT LOCA 77ONS NOT SHOWN WHEN, IN THE OPINION OF A MINIMUM COVER OF ONE (1) FOOT. 4" 21 -A STONE BASE ~
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS 2 STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON W U E co
REQUIRED, /T SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF THE PLANS, OR WHERE FIELD CONDITIONS /ND /GATE. CONCRETE SIDEWALK 0
PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH ADT: '4�1 VPD (ZO.5 ENTER/ 20.5 EXIT) NO SCALE �C
INCREASED TO SEVEN (7) FEET. ACCORDANCE WITH THE VIRGINIA DEPAR 1MEN T F TRANSPORTAION SPECIFICATIONS UNLESS AM PEAK: 3 VPH (� E N T E R� 2 EX I T> W o
5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY t-a z
EN7RANCES SHALL CONFORM TO VDOT CG 9(A, B OR C). OTHERWISE NOTED ON PLANS. 1-4 z \
6. WHERE RURAL CROSS AL R Sl T7A DRIVEWAY N17 ?ANCES 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE PM PEAK: 4 VPH (2 ENTER/ 2 EXIT) ,�
L SECTIONS ARE INSTALLED, L E DEN L R E �"'- W
SHALL CONFORM TO VDOT STANDARD PE -1. ENGINEER. DRAINAGE EASEMENTS SHALL EX7FND TO A POINT DEEMED AS NATURAL WATER z a
Z COMPLIANCE MIN THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH COURSE. 1 "-2" SM - 9.5 A (,U
SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY SURFACE COURSE °
ADHERED TO. PA1/EMENr ALBEMARLE COUNTY t� z o
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT 3 -4 BM -25 H
VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND GENERAL CONSTRUCTION NOTES INTERMEDIATE COURSE v
R OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, 7HE „- (n /�` 0-0
RECD DA77ON, 7HEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 1HE PROPOSED 5 8 COMPACTED AGGREGATE °
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM W111-I THE VIRGINIA 1. PRIOR TO ANY CONS7RUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING BASE COURSE VDOT 21A �'- a
ME7HOD OF CORRECTION. CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA # c
MANUAL FOR UNIFORM 7RAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, 7EMPLA7E AND DEPARTMENT OF 7RANSPORTA770N (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY OR #21B DEPENDING ON \� / �i / \� /� / / /\ �- °
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL COMPAC7ON BEFORE BASE IS PLACED. ULTIMATE TRAFFIC LIMITS \ �\ \ \�� Q Q w _ °
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE AND UNDERDRAINS % °
J. 1EST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL REQUIREMENTS OF THE PERMIT SHALL GOVERN. x
BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
MEETS REQUIRED GRADA 770N FOR TYPE 1, !I, OR Ill PRIOR TO PLACING AGGREGATE BASE. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA 77ONS COMPACTED
THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 4. TT-lE REQUIREMENTS TD PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT �'
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE 7HE SURFACE COURSE IS BEGINNING AT 7HE COMPLE77ON OF 77-IE INSTALLATION OF THE AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. SUBGRADE �[
DESIGN SPEED, OR AS DE7ERM /NED BY VDOT FOR PUBLIC ROADS AGGREGA 7E BASE. IN 1HE EVENT THAT THE SURFACE COURSE !S APPLIED PRIOR TO 6D
J. EROSION AND SILTATION CONTROL MEASURES SHALL 8E PROVIDED IN ACCORDANCE W17H 0 ° °
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY A S P H A L T P A VI N G ROAD S
12 VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS UNDER TO BE INSTALLED UNDER 17/E DAYS, THE PUGMILL REQUIREMENT WILL APPLY. CLEARING, GRADING OR OTHER CONSTRUCTION, 0
SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS1770NS AND GRADE SAG POINTS AS NO SCALE E
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED.
SHOWN ON THE ROAD PROFILES. o
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY N b 0
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL -STORM SEWERS AND CULVERTS w w
BEFORE SURFACE 7REA 1MENT IS APPLIED. OBTAINABLE LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPEC77ONS. THE VIDEO , o LLI
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE W177I i/DOT °S VIDEO CAMERA 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT 6. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE = a
(PRIME COAT RC-250o 0.3 GAL. /SQ. YD.). OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
INSPEC7ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. JOB No.�
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA STABILIZE A DRAINAGE CHANNEL. u' 0
DEPAR7MENT OF TRANSPORTA77ON SPECIFICATIONS. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 0920.3.3
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO 7RAFFIC CON7ROL DEVICES. °
SCALE
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
WITHIN THE RIGHT OF WAY. ONLY THOSE S7RUCTURES SPECIFICALLY AUTHORIZED BY PIPE -CLASS Ill. AS NOTED Q 0
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF IRA NSPOR TA 77ON MAY BE LOCATED W1 THIN 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA7ON MUST COMPLY WITH OSHA steer Na
THE STREETS RIGHT OF WAY. STANDARDS FOR THE CONSTRUC7ON INDUSTRY (29 CFR PART 1926).
6
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